SOR-2014-15 (Folder-2).xls

8/17/2019 SOR-2014-15 (Folder-2).xls

http://slidepdf.com/reader/full/sor-2014-15-folder-2xls 1/472

This Software runs on Microsoft Excel

INPUT- Input the usage rates of Plant & Machinery, labour an !aterial as applicable

SUMM"#$ - In this sheet su!!ary of all the rates analysi%e is presente

"N"$SIS- The analysis has been presente in '( nos) of sprea sheets

*or+sheet- ' ."PTE#-' "##I"/E 01 M"TE#I"S

*or+sheet- 2 ."PTE#-2 SITE E"#"NE

*or+sheet- 3 ."PTE#-3 E"#T. *0#4, E#0SI0N 0NT#0 "N5 5#"IN"/E

*or+sheet- 6 ."PTE#-6 7"SES "N5 SU#1"E 0U#SES 87ITUMIN0US9

*or+sheet- ( ."PTE#-( EMENT 0N#ETE P":EMENTS

*or+sheet- ; ."PTE#-; /E0S$NT.ETIS "N5 #EIN10#E5 E"#T.

*or+sheet- < ."PTE#-< PIPE U:E#TS

*or+sheet- '= ."PTE#-'= M"INTEN"NE 01 #0"5S

*or+sheet- '' ."PTE#-'' .0#TIUTU#E

*or+sheet- '2 ."PTE#-'2 10UN5"TI0NS

*or+sheet- '3 ."PTE#-'3 SU7-ST#UTU#E

*or+sheet- '> ."PTE#-'> SUPE#-ST#UTU#E

*or+sheet- '6 ."PTE#-'6 #I:E# T#"ININ/ "N5 P#0TETI0N *0#4S

*or+sheet- '( ."PTE#-'( #EP"I# "N5 #E."7IIT"TI0N

This softawre is base on Stanar 5ata boo+ for analysis of #ates for #oa an 7rige*or+s

*or+sheet- > ."PTE#-> SU7-7"SES, 7"SES 8N0N- 7ITUMIN0US9 "N5S.0U5E#S

*or+sheet- ? ."PTE#-? T#"11I SI/NS, M"#4IN/S & 0T.E# #0"5"PPU#TEN"NES

8/17/2019 SOR-2014-15 (Folder-2).xls


Sl. No. Description of Machine Activity Output Unit Rate

P&M-001 Air Compressor General Purpose capacity in cfm 170/250 hour 2<3);(

P&M-002 Batchin an! Mi"in Plant #a$ %0 cum capacity Concrete Mi"in cum/hour 20 hour 2>??

P&M-00% Batchin an! Mi"in Plant #$ 15 - 20 cum capacity Concrete Mi"in cum/hour 1% hour ';=>)2>

P&M-00' Bitumen Pressure (istriutor Applyin itumen tac) coat s*m/hour 1750 hour <?()=>

P&M-005 Bitumen Boiler oil fire! Bitumen +prayin capacity in litre 1500 hour '?2)62

P&M-00, Concrete Paer .inisher ith '0 P Motor Pain of concrete surface cum / hour 20 hour 2(3;)3(

P&M-007 Concrete Pump of '5 & %0 cum capacity Pumpin of concrete cum / hour %% / 22 hour 23>)3(

P&M-00 Concrete Buc)et .or Pourin concrete capacity in cum 1 hour '>)>;2

P&M-00 Concrete Mi"er #a$ 03'/032 cum Concrete Mi"in cum/hour 235 hour 2'')(?

P&M-010 Concrete Mi"er #$ 1 cum Concrete Mi"in cum/hour 735 hour '<?

P&M-011 Crane #a$ 0 tonnes 4iftin Purpose hour '';()'2

P&M-012 Cranes $ %5 tonnes 4iftin Purpose hour ;?>)(2

P&M-01% Cranes c$ % tonnes 4iftin Purpose hour 636

P&M-01' (oer ( - 0 - A 12 +prea!in /Cuttin / Clearin cum/hour %00/ 150/250 hour 3'36)2>

P&M-015 (oer ( - 50 - A 15 +prea!in /Cuttin / Clearin cum/hour 200/ 120/150 hour 2=2?);?

P&M-01, 6mulsion Pressure (istriutor Applyin emulsion tac) coat s*m/hour 1750 hour ;36)>?

P&M-017 .ront 6n! loa!er 1 cum uc)et capacity +oil loa!in / Areate loa!in cum/hour ,0 /25 hour ''??

P&M-01 Generator #a$ 125 8A Genration of electric 6nery 8A 100 hour 23=;

P&M-01 Generator# $ ,% 8A Genration of electric 6nery 8A 50 hour 3(')?

P&M-020 G+B Plant 50 cum Pro!ucin G+B cum/hour '0 hour ?;2)(>

P&M-021 otmi" Plant - 120 9P capacity (BM/BM/+(C/ Premi" cum/hour '0 hour >>6(>P&M-022 otmi" Plant - 100 9P capacity (BM/BM/+(C/ Premi" cum/hour %0 hour 33?>'

P&M-02% otmi" Plant - ,0 to 0 9P capacity (BM/BM/+(C/ Premi" cum/hour 25 hour 2?>?>

P&M-02' otmi" Plant - '0 to ,0 9P capacity (BM/BM/+(C/ Premi" cum/hour 17 hour '<?(?

P&M-025 y!raulic Chip +prea!er +urface (ressin s*m/hour 1500 hour 2>23)62

P&M-02, y!raulic 6"caator of 1 cum uc)et cum/hour ,0 /,0 /,0 hour '6'()32

P&M-027 :nterate! +tone Crusher 1009P Crushin of +palls 9P 100 hour ;<(;)'(

P&M-02 :nterate! +tone Crusher 200 P Crushin of +palls 9P 200 hour '(;(=)62

P&M-02 er Castin Machine er Ma)in ;m/hour 0 hour 2;<);2

P&M-0%0 Mastic Coo)er Mastic <earin coat capacity in tonne 1 hour 6>)?'P&M-0%1 Mechanical Broom y!raulic +urface Cleanin s*m/hour 1250 hour >(6

P&M-0%2 Motor Gra!er %3%5 mtr la!e Clearin /+prea!in /G+B /<BM cum/hour 200/200/50/50 hour 26'<

P&M-0%% Moile slurry seal e*uipment Mi"in an! layin slurry seal s*m/hour 2700 hour <2()(>

P&M-0%' Pain of (BM/ BM/+(C/ Premi" cum/hour '0 hour 3'2?

P&M-0%5 Paer .inisher Mechanical 100 9P Pain of <MM /Pain of (4C cum/hour '0/%0 hour '>2=

P&M-0%, Pilin ;i ith Bantonite Pump ;m/hour 2 to % hour 6=23)=?

P&M-0%7 Pneumatic ;oa! ;oller ;ollin of Asphalt +urface cum/hour 25 hour ''>3);2

P&M-0% Pneumatic +in)in Plant Pneumatic +in)in of ells cum/hour 135 to 2300 hour 3?3>

P&M-0% Pot ole ;epair Machine ;epair of potholes cum/hour ' hour ?2;)2?

P&M-0'0 Prestressin =ac) ith Pump & access +tressin of steel ires/stan!s hour ''()'

P&M-0'1 ;ipper +carifyin cum/hour ,0 hour 26);=>

P&M-0'2 ;otaator +carifyin cum/hour 25 hour '6)((

NPUT

(A) Usage Rates of Plant and Machinery

Output ofMachine

+oil >r!inary/+oil Marshy / +oil?nsuitale

Paer .inisher y!rostatic ith sensor control 1009P

0375 m !ia to 132 m !ia Borinattachment

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P&M-0'% ;oa! mar)in machine ;oa! mar)in +*m/hour 100 hour ?6)?(

P&M-0'' +mooth <heele! ;oller tonne +oil Compaction /BM Compaction cum/hour 70/25 hour ((6

P&M-0'5 9an!em ;oa! ;oller ;ollin of Aspalt +urface cum/hour %0 hour '=6')<2

P&M-0', 9ipper - 5 cum Capacity in cum 535 )m 22)36(

P&M-0'7 9ipper - 5 cum Capacity in cum 535 tonne3)m 2)(;?>

P&M-0' 9ipper - 5 cum Capacity in cum 535 hour ?;3

P&M-0' 9ransit Mi"er '30/'35 cum 9ransportation of Concrete Mi" to site cum/hour '35 hour ?6>)66

P&M-050 9ransit Mi"er '/'35 cum 9ransportation of Concrete Mi" to site cum/hour '35 tonne3)m >)32

P&M-051 9ransit Mi"er %30 cum 9ransportation of Concrete Mi" to site cum/hour % hour ;?>)(2

P&M-052 9ransit Mi"er %30 cum 9ransportation of Concrete Mi" to site cum/hour % tonne3)m 6)??(

P&M-05% 9ractor Pullin capacity in P 50 hour ';')='?

P&M-05' 9ractor ith ;otoator ;ate of 9ractor @ ;oteator hour 22;)??

P&M-055 9ractor ith ;ipper ;ate of 9ractor ,@ ;ipper hour 2?6)'2

P&M-05, 9ruc) 535 cum per 10 tonnes Material 9ransport capacity/cum '35 )m 2=)=??

P&M-057 9ruc) 535 cum per 10 tonnes Material 9ransport capacity/cum '35 hour ;;3

P&M-05 9ruc) 535 cum per 10 tonnes Material 9ransport capacity/cum '35 tonne3)m 2)2(?

P&M-05 8iratory ;oller tonne 6arth or soil / G+B / <BM cum/hour 100/,0/,0 hour ';;<

P&M-0,0 <ater 9an)er <ater 9ransport capacity in 4 , hour ''')2>

P&M-0,1 <ater 9an)er <ater 9ransport capacity in 4 , )m 22)36(

P&M-0,2 <et Mi" Plant ,0 9P <et Mi" cum/hour 25 hour ''=;

Sl. No. Description of Machine Unit

P&M-0,% Air compressor ith pneumatic chisel attachment for cuttin har! clay3 hour 6'3

P&M-0,' Batch type col! mi"in plant 100-120 9P capacity pro!ucin an aerae output of 75 tonne per hour hour 22;<)??

P&M-0,5 Belt coneyor system hour :alue

P&M-0,, Boat to carry atleast 20 persons hour '>2)6(

P&M-0,7 Cement concrete atch mi" plant 175 cum per hour #effectie output$ hour >;?;)(>

P&M-0, Cement concrete atch mi" plant 75 cum per hour hour 2=62

P&M-0, Col! millin machine 20 cum per hour hour ?66)3(

P&M-070 Crane 5 tonne capacity hour 6<<)>

P&M-071 Crane 10 tonne capacity hour (2;)>?

P&M-072 Crane 15 tonne capacity hour ;;=)=>

P&M-07% Crane 20 tonne capacity hour ;?6)'(

P&M-07' Crane '0 9 capacity hour ''(()>

P&M-075 Crane ith ra 0375 cum capacity hour '';()'2

P&M-07, Compressor ith unitin e*uipment alon ith accessories hour :alue

P&M-077 (rum mi" plant for col! mi"es of appropriate capacity ut not less than 75 tonnes/hour3 hour ''=;

P&M-07 6po"y :nection un hour :alue

P&M-07 Generator %% 8A hour 3>2)3(

P&M-00 Generator 100 8A hour '(<?

P&M-01 Generator 250 8A hour 323;

P&M-02 hour :alue

P&M-0% =oint Cuttin Machine ith 2-% la!es #for rii! paement$ hour 2'>)<2

P&M-0' =ac) for 4iftin '0 tonne liftin capacity3 !ay ;6?)'(

P&M-05 Pilin ri :nclu!in !oule actin pile !riin hammer #y!raulic ri$ hrs 6=23)=?

P&M-0, Plate compactor hour '>2)<<2

9ransportation of soil G+B <MMotmi" etc3

9ransportation of soil G+B <MMotmi" etc3

9ransportation of soil G+B <MM

otmi" etc3

:n!uction !ein!uction an! erection of plant an! e*uipment inclu!in all components an! accessories for pneumatic metho! of ellsin)in3

8/17/2019 SOR-2014-15 (Folder-2).xls


P&M-07 +no loer e*uipment 1'0 P ,00 cum per hour hour :alue

P&M-0 9e"turin machine #for rii! paement$ hour ;')><(

P&M-0 9ruc) 9railor %0 tonne capacity hour '?(>)=?

P&M-00 9ruc) 9railor %0 tonne capacity t3)m 2)2(?

P&M-01 9unnel Borin machine hour :alue

P&M-02 8iratin Pile !riin hammer complete ith poer unit an! accessories3 hour :alue

P&M-0% <et Mi" Plant 100 9P hour ''2?)(

P&M-0' <et Mi" Plant 75 9P hour 2>6>

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8/17/2019 SOR-2014-15 (Folder-2).xls


(B) Labour

Sl. No. Description of Labour Basic Rate D.A. Unit Rate

4-01 Blac)smith #::n! class$ 012.33 11.44 !ay 203

4-02 Blac)smith #:st class$/ <el!er/ Plumer/ 6lectrician 056.33 76.64 !ay 2%'32

4-0% Blaster #+tone cutter$ 608.33 51.20 !ay 23%1

4-0' Carpenter : Class 056.33 76.64 !ay 2%'32

4-05 Chiseller #ea! Ma!oor$ 021.33 13.35 !ay 15307

4-0, (riller #=umper$ 010.33 11.44 !ay 20,3

4-07 (ier 010.33 11.44 !ay 20,3

4-0 .itter 057.33 76.64 !ay 2%32

4-0 Mali 010.33 11.44 !ay 20,3

4-10 Mason #::n! class$ 012.33 11.44 !ay 203

4-11 Mason #:st class$ 056.33 76.64 !ay 2%'32

4-12 Mate / +uperisor 021.33 13.35 !ay 15307

4-1% Ma!oor 065.33 13.35 !ay 177307

4-1' Ma!oor/(resser #+emi +)ille!$ 023.33 13.35 !ay 10307

4-15 Ma!oor/(resser/+in)er #+)il le!$ 010.33 11.44 !ay 20,3

4-1, Me!ical >fficer !ay

4-17 >perator#routin$ 082.33 11.44 !ay 13

4-1 Painter : class 070.33 76.64 !ay 22%32

4-1 Para me!ical personnel !ay

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8/17/2019 SOR-2014-15 (Folder-2).xls


() Materials

Sl. No. Description Unit Rate

M-001 +tone Boul!er of sie 150 mm an! elo at Duarry cum 51130

M-002 +upply of *uarrie! stone 150 - 200 mm sie for an! Bro)en at Duarry cum 5%,300

M-00% Boul!er ith minimum sie of %00 mm for Pitchin at Duarry cum %'%37

M-00' Coarse san! at Duarry #6*uialent to oliar san!$ cum 20%375

M-005 Coarse san! at Duarry #6*uialent to oliar san!$ cum 20%375

M-00, .ine san! at Duarry cum 1030

M-007 Moorum at Duarry cum 113,'

M-00 Grael/Duarry spall at Duarry Cum %17310

M-00 Granular Material or har! murrum for G+B or)s at Duarry Cum 15%300

M-010 Granular Material or har! murrum for G+B or)s at Duarry Cum 15%300

M-011 .ly ash conformin to :+E %12 # Part :: & :$ at source - 0300

M-012 .ilter me!ia/.ilter Material as per 9ale %00-% #Mo;9& +pecification$ at Duarry Cum ,1%300

Description Unit

M-01% Close ra!e! Granular su-ase Material 5% mm to 35 mm at Duarry cum 7'5300 7'5300

M-01' Close ra!e! Granular su-ase Material %735 mm to 35 mm at Duarry cum 1532 1532

M-015 Close ra!e! Granular su-ase Material 2,35 mm to 35 mm at Duarry cum 00300 00300

M-01, Close ra!e! Granular su-ase Material 35 mm to '375 mm at Duarry cum 70'320 70'320

M-017 Close ra!e! Granular su-ase Material 35 mm to 23%, mm at Duarry cum ,%035 ,%035

M-01 Close ra!e! Granular su-ase Material '375mm to 23%, mm at Duarry cum '1300 '1300

M-01 Close ra!e! Granular su-ase Material '375mm to 75 micron mm at Duarry cum '5300 '5300

M-020 Close ra!e! Granular su-ase Material 23%, mm at Duarry cum %%300 %%300

M-021 +tone crusher !ust finer than %mm ith not more than 10F passin 03075 siee at Duarry cum 21132% 21132%

M-022 Coarse ra!e! Granular su-ase Material 23%, mm & elo at Duarry cum 2%300 2%300

M-02% Coarse ra!e! Granular su-ase Material '375mm to 75 micron mm at Duarry cum 2,1300 2,1300

M-02' Coarse ra!e! Granular su-ase Material '375 mm to 23%, mm at Duarry cum 2,1300 2,1300

M-025 Coarse ra!e! Granular su-ase Material 35 mm to '375 mm at Duarry cum 7'%30 7'%30

M-02, Coarse ra!e! Granular su-ase Material 2,35 mm to '375 mm at Duarry cum 71131% 71131%

M-027 Coarse ra!e! Granular su-ase Material 2,35 mm to 35 mm at Duarry cum 7%3%' 7%3%'

M-02 Coarse ra!e! Granular su-ase Material %735 mm to 35 mm at Duarry cum 71131% 71131%

M-02 Coarse ra!e! Granular su-ase Material 5% mm to 2, 35 mm at Duarry cum ,,235' ,,235'

M-0%0 Areates elo 53, mm at Duarry cum 217300 217300

M-0%1 Areates 223' mm to 23%, mm at Duarry cum 7'3', 7'3',

M-0%2 Areates 223' mm to 53, mm at Duarry cum 7,,3, 7,,3,

M-0%% Areates '5 mm to 23 mm at Duarry cum ,23'0 ,23'0

M-0%' Areates '5 mm to 223' mm at Duarry cum 72%300 72%300

M-0%5 Areates 5% mm to 23 mm at Duarry cum ,2,3'' ,2,3''

M-0%, Areates 5% mm to 223' mm at Duarry cum 552321 552321

M-0%7 Areates ,% mm to 23 mm at Duarry cum 71%3% 71%3%

M-0% Areates ,% mm to '5 mm at Duarry cum 5%231 5%231

M-0% Areates 0 mm to '5 mm at Duarry cum ',53%7 ',53%7

9ate at-lant :HM-/ at<h%n!=

Rate atQuarry Site

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M-0'0 Areates 10 mm to 5 mm at Duarry cum 701300 701300

M-0'1 Areates 1132 mm to 030 mm at Duarry cum 50%300 50%300

M-0'2 Areates 1%32 mm to 030 mm at Duarry cum ,2'300 ,2'300

M-0'% Areates 1%32 mm to 53, mm at Duarry cum ,%5300 ,%5300

M-0'' Areates 1%32 mm to 10 mm at Duarry cum 10300 10300

M-0'5 Areates 20 mm to 10 mm at Duarry cum 10737' 10737'

M-0', Areates 25 mm to 10 mm at Duarry cum 1130 1130

M-0'7 Areates 1 mm to , mm at Duarry cum '7321 '7321

M-0' Areates %735 mm to 1 mm at Duarry cum 2317 2317

M-0' Areates %735 mm to 25 mm at Duarry cum 7513'1 7513'1

M-050 Areates , mm nominal sie at Duarry cum ''3,7 ''3,7

M-051 Areates 10 mm nominal sie at Duarry cum ,553,0 ,553,0

M-052 Areates 1%32/1235 mm nominal sie at Duarry cum 75,300 75,300

M-05% Areates 20 mm nominal sie at Duarry cum ,2350 ,2350

M-05' Areates 25 mm nominal sie at Duarry cum ,2350 ,2350

M-055 Areates '0 mm nominal sie at Duarry cum 753%5 753%5

Sl. No. Description Unit Rate

M-05, AC pipe 100 mm !ia metre 50.28

M-057 Acrylic polymer on!in coat litre 129.48

M-05 Alluminium Paint litre 193.17

M-05 Aluminium alloy plate 2mm 9hic) s*m 1580.88

M-0,0 Aluminium alloy/alanise! steel tonne 46239.26

M-0,1 s*m 7902.33

M-0,2 plastic o!y of ;PM/A+A/:P+ 100 " 100 mm fitte! ith lense reflectors nos 167.01

M-0,% Bare! ire ) 58.68

M-0,' Bearin #Cost of parts$ nos #VALUE!

M-0,5 Bearin #Cast steel roc)er earin assemly of 250 tonne $ nos 55883.28

M-0,, nos 0.50

M-0,7 Bearin #.ore! steel roller earin of 250 tonne nos 37256.21

M-0, nos 31752.36

M-0, Bearin #P9.6 sli!in plate earin assemly of 0 tonnes $ nos #VALUE!

M-070 Bearin #+upply of sli!in plate earin of 0 tonne$ nos 22579.27

M-071 Bentonite ) 2.24

M-072 Bin!in ire ) 62.52

M-07% Bitumen # Cationic 6mulsion $ 6"- Bo)aro #M3+$ Pac)e! tonne 44006.71

M-07' Bitumen #8G-%0 Gra!e$ 6"- Bo)aroi Pac)e! tonne 52269.11

M-075 Bitumen #8G-10 Gra!e$ 6"- Bo)aro Pac)e! tonne 51344.59

M-07, Bitumen #Cutac) $ 6"- Bo)aro Pac)e! tonne 46274.16

M-077 Bitumen #emulsion$ 6"- Bo)aro #M3+$ Pac)e! tonne 45849.96

M-07 Bitumen #mo!ifie! ra!e!$ 6" - Bo)aro #C;MB - 55$ Pac)e! tonne 53320.75

M-07 Bric) - 75A each 4.33

M-00 C3:3shoes for the pile ) 56.39

M-01 Cement #P+C / PPC$ tonne 5789.47

M-02 Col! tiste! ars #+( Bars$ as per :+E17,-200 aerae rate tonne 46059.03

M-0% Coller for oints %00 mm !ia nos #VALUE!

M-0' Compressile .ire Boar!#20mm thic)$ s*m 603.53

M-05 Connectors/ +taples each #VALUE!

M-0, Copper Plate#12m lon " 250mmi!e$ ) 481.39

Aluminium sheetin fi"e! ith encapsulate! lens type reflectie sheetin inclu!in 2F toar!s letterin cost of anle iron cost of!rillin holes nuts olts etc3an! sins as applicale

Bearin #6lastomeric earin assemly consistin of 7 internal layers of elastomer on!e! to , nos3 internal reinforcin steellaminates y the process of ulcanisation$

Bearin #Pot type earin assemly consistin of a metal piston supporte! y a !isc P9.6 pa!s proi!in sli!in surfaces aainststainless steel matin toether ith cast steel assemlies/faricate! structural steel assemlies !uly painte! ith all components

8/17/2019 SOR-2014-15 (Folder-2).xls


M-07 Corrosion resistant +tructural steel tonne 46527.33

M-0 Corruate! sheet % mm thic) H9hrieH eam section railin ) 37.59

M-0 Cre!it for e"caate! roc) foun! suitale for use cum 102.33

M-00 Curin compoun! litre 91.13

M-01 (elineators from :+: certifie! firm as per the stan!ar! !rain ien in :;C - 7 each 451.08

M-02 6arth Cost or compensation for earth ta)en from priate lan! cum 25.10

M-0% !etre 19422.70

M-0' 6lectric (etonators 1 !etonator for 1/2 elatin stic) of 125 ms each 100 nos 1426.61

M-05 6po"y compoun! ith accessories for preparin epo"y mortar ) 282.81

M-0, 6po"y mortar ) 169.69

M-07 6po"y primer ) 9.01

M-0 6po"y resin-har!ner mi" for prime coat ) 481.82

M-0 .la of re! color cloth ,00 " ,00 mm each 34.46

M-100 .loerin Plan ts each 23.94

M-101 Galanise! M+ flat clamp nos 11.07

M-102 Ga lanise! steel ire crates of mesh sie 100 mm " 100 mm oen ith 'mm !ia3 G: ire in ro lls o f re*u ire! sie3 s*m 73.09

M-10% Galanise! structural steel plate 200 mm i!e , mm thic) 2' m lon +g 38.63

M-10' Gelatin 0F ) 112.77

M-105 Geo ri!s s*m 77.51

M-10, Geomemrane s*m 77.51

M-107 Geonets s*m 77.51

M-10 Geote"tile s*m 60.75

M-10 Geote"tile filter faric s*m 60.75

M-110 G: olt 10 mm (ia nos 11.07

M-111 Groutin pump ith ai ta tor hour 112.77

M-112 Grass #(oo$ ) 3.04

M-11% Grass #.ine$ ) 3.04

M-11' (P6 pipes 75mm !ia metre 152.45

M-115 (P6 pipes 0mm !ia metre 152.45

M-11, e!e plants each 22.80

M-117 elical pipes ,00mm !iameter metre #VALUE!

M-11 ot applie! thermoplastic compoun! #+p3 Graity - 2310$ litre 127.55

M-11 9+ stran! tonne 62418.78

M-120 =oint +ealant Compoun! ) 17.81

M-121 =ute nettin open eae 235 cm s*uare openin for see!in an! Mulchin s*m 28.71

M-122 4(> for steam curin litre #VALUE!

M-12% M3+3 Clamps nos 24.33

M-12' M3+3 Clamps ) 66.31

M-125 M3+3shoes %5 per pile of 15 m ) 42.08

M-12, Mil! +teel ars tonne 48690.69

M-127 metre 21404.46

6lastomeric sla seal e"pansion oint assemly manufacture! y usin chloroprene elastomer for elastomeric sla unitconformin to clause 1531 of :;CE % #part ::$

Mo!ular strip/o" seal e"pansion oint inclu!in anchorae caterin to a horiontal moement eyon! 70 mm an! upto 1'0mmassemly comprisin of e!e eams central eam2 mo!ules chloroprene seal anchorae elements support an! control systemall steel sections protecte! aainst corrosion an! installe! y the manufacturer or his authorise! representatie

8/17/2019 SOR-2014-15 (Folder-2).xls


M-12 metre #VALUE!

M-12 Iipples 12mm nos 5.64

M-1%0 Iuts an! olts ) 45.42

M-1%1 Paint litre 138.35

M-1%2 Paement Mar)in Paint litre 138.35

M-1%% Pain .aric s*m 60.75

M-1%' Perforate! eosynthetic pipe 150 mm !ia metre 65.26

M-1%5 Perforate! pipe of cement concrete internal !ia 100 mm metre 107.89

M-1%, Pestici!e ) 56.39

M-1%7 Pipes 200 mm !ia 235 m lon for !rainae metre 124.65

M-1% Plastic sheath 1325 mm thic) for !oel ars s*m 10.96

M-1% Plastic tues 50 cm !ia 132 m hih nos #VALUE!

M-1'0 Polymer rai!s metre #VALUE!

M-1'1 Pre moul!e! =oint filler25 mm thic) for e"pansion oint3 s*m 708.07

M-1'2 Pre-coate! stone chips of 1%32 mm nominal sie cum #VALUE!

M-1'% !etre #VALUE!

M-1'' Pre-moul!e! asphalt filler oar! s*m 708.07

M-1'5 Pre-pac)e! cement ase! polymer concrete of strenth '5 Mpa at 2 !ays ) #VALUE!

M-1', Primer ) 90.84

M-1'7 Duic) settin compoun! ) 99.20

M-1' ;an!om ;ule +tone cum 359.72

M-1' ;CC Pipe IP ' heay !uty non presure pipe 1000 mm !ia !etre 4395.60

M-150 ;CC Pipe IP ' heay !uty non presure pipe 1200 mm !ia !etre 5319.60

M-151 ;CC Pipe IP ' heay !uty non presure pipe %00 mm !ia !etre 924.00

M-152 ;eflectorisin lass ea!s ) 70.68

M-15% ;einforcement strips ,0 mm i!e 5 mm thic) as per clause %1023 #Copper +trips$ !etre 480.32

M-15' ;einforcement strips ,0 mm i!e 5 mm thic) as per clause %1023 #Galanise! caron steel strips$ !etre 480.32

M-155 !etre 480.32

M-15, ;einforcement strips ,0 mm i!e 5 mm thic) as per clause %1023 #+tainless steel strips$ !etre 237.03

M-157 ;einforcement strips ,0 mm i!e 5 mm thic) as per clause %1023 Aluminium strips$ !etre 237.03

M-15 ;iets each 5.64

M-15 +an! as #Cost of san! an! 6mpty cement a$ nos 1.73

M-1,0 +aplin 2 m h ih 25 mm !ia each 17.54

M-1,1 +crap tyres of sie 00 " 20 nos 59.20

M-1,2 +ee!s ) 21.93

M-1,% +electe! earth #:nclu!in royality ;s3 1530 per cum & compensation ;s3 1310 per cum$ cum 25.10

M-1,' +eparation Memrane of impermeale plastic sheetin 125 micron thic) s*m 11.00

M-1,5 +heathin !uct !etre 61.80

M-1,, +hrus each 11.40

M-1,7 +lu!e / .arm yar! manure 031 cum per 100 s*m at site of or) for turfin cum 528.65

M-1, +o!ium apour lamp each 679.79

M-1, +*uare ;ule Course! +tone cum 360.24

M-170 +teel circular hollo pole of stan!ar! specification for street lihtin to mount liht at 5 m heiht aoe !ec) leel each #VALUE!

Mo!ular strip/o" seal e"pansion oint caterin to a horiontal moement eyon! 1'0mm an! upto 210mm o"/o" seal ointassemly containin % mo!ules/cells an! comprisin of e!e eams to central eams chloroprene seal anchorae elementssupport an! control system all steel sections protecte! aainst corrosion an! installe! y the manufacturer or his authorise!representatie

Preforme! continuous chloroprene elastomer or close! cell foam sealin element ith hih tear strenth ulcanise! in a sinleoperation for the full lenth of a oint to ensure ater tihtness3

;einforcement strips ,0 mm i!e 5 mm thic) as per clause %1023 #Glass reinforce! polymer/fire reinforce! polymer/polymericstrips$

8/17/2019 SOR-2014-15 (Folder-2).xls


M-171 +teel circular hollo pole of stan!ar! specification for street lihtin to mount liht at m heiht aoe roa! leel each #VALUE!

M-172 +teel !rum %00 mm !ia 132 m hih/empty itumen !rum nos 90.84

M-17% +teel helmet an! cushion loc) on top of pile hea! !urin !riin3 ) 51.16

M-17' +teel pipe 25 mm e"ternal !ia as per :+E12% metre 97.11

M-175 +teel pipe 50 mm e"ternal !ia as per :+E12% !etre 172.29

M-17, +teel ire rope 20 mm ) 29.76

M-177 +teel ire rope '0 mm ) 29.76

M-17 +trip seal e"pansion oin metre 6043.69

M-17 +tructural +teel aerae rate tonne 46527.33

M-10 +uper plastisier a!mi"ture :+ mar)e! as per 10%-1 ) 112.77

M-11 +ynthetic Geori!s as per clause %1023 an! approe! !esin an! specifications3 s*m 85.89

M-12 9hrouh an! on! stone each 6.06

M-1% 9ie ro!s 20mm !iameter nos 47.51

M-1' 9iles sie %00 " %00 mm an! 25 mm thic) each 23.18

M-15 9imer cum 31666.24

M-1, 9raffic cones ith 150 mm reflectie sleee nos 394.70

M-17 9ue anchorae set complete ith earin plate permanent e!es etc nos 34.35

M-1 ?nsta)e! lime tonne 4427.31

M-1 <ater 4 167.07

M-10 <ater ase! cement paint litre 75.18

M-11 <el!e! steel ire faric 3 #VALUE!

M-12 <ire mesh 50mm " 50mm sie of %mm ire ) 30.28

M-1% <oo!en allies 2H (ia for racin each 17.81

M-1' <oo!en allies H (ia an! m lon # m ;s3 '%300/m$ each 49.23

M-15 <oo!en pac)in cum #VALUE!

M-1, <oo!en staff for fastenin of fla 25 mm !ia 130 m lon each 22.52

M-07' B 8G-%0 Gra!e Bul) Bitumen #6"-al!ia$ M9 47539.64

>erhea!s for ;oa! <or)s 031

Contractors profit for ;oa! <or)s 031

>erhea!s for Bri!e <or)s 0325

>erhea!s for Bri!e <or)s #;ehailitation$ 03%

Contractors profit for Bri!e <or)s 031

4ea! from Mi"in Plant to or)in site 1 )m

4ea! for 6/< oro area to site 1 )m

4ea! for fly ash from source to site 1 )m

for input of >erhea!s or Contractors profit please type in column C asli)e elo

9ype symle of apostrope#J$ then input alue then one space thensymle of percentae #F$ for e"ample J0 F

8/17/2019 SOR-2014-15 (Folder-2).xls


!te"s No. Su""ary of Rates calculate# an# use# for analysis of rates of other ite"s Unit Rate

:tem 3% Printing new letter and figre "f an $ade %ii& Engli$ '"(an 3.23

:tem 3 Painting )w" *"at "n +ew *"n,rete -rfa,e s*m 81.33

:tem 3 Painting angle ir"n "t tw" ,"at s*m 24.33

:tem 123, #B$ *e(ent ("rt"r 1/2 %E,lding *P& cum 8685.33

:tem 123, #A$ *e(ent ("rt"r 1/3 %E,lding *P& cum 2222.33

:tem 123, #($ *e(ent ("rt"r 1/6 %E,lding *P& cum 6035.33

:tem 1237 #A $ *"re 'le (a"nar in ,e(ent ("rt"r 1/3 %in,lding *P& cum 6422.33

:tem 1237 # B$ 'and"( 'le (a"nar in ,e(ent ("rt"r 1/6 %in,lding *P& cum 654.33

:tem 123 #A$ P** rade 15 in,lding *P f"r en "ndati"n ier cum 806.33

:tem 123 #A$ P** rade 15 f"r en "ndati"n Per *( ai, *"t "f La"r aterial e,$iner ier cum 65.33

P** rade 20 f"r en "ndati"n Per *( ai, *"t "f La"r aterial e,$iner ier cum 2655.33

:tem 123 #C$ '** rade 20 f"r en "ndati"n Per *( ai, *"t "f La"r aterial e,$iner ier cum 2645.33

'** rade 20 in,lding *P f"r en "ndati"n at,$ing Plant cum 8768.33

:tem 123 #C$ cum 2628.33

:tem 123 #($ P** rade 25 f"r en "ndati"n Per *( ai, *"t "f La"r aterial e,$iner ier cum 2145.33

:tem 123 #($ P** rade 25 in,lding *P f"r en "ndati"n at,$ing Plant cum 1387.33

:tem 123 #($ cum 212.33

:tem 123 #6$ '** rade 25 f"r en "ndati"n Per *( ai, *"t "f La"r aterial e,$iner ier cum 2760.33

:tem 123 #6$ cum 2173.33

:tem 123 #.$ P** rade 30 f"r en "ndati"n Per *( ai, *"t "f La"r aterial e,$iner ier cum 2726.33

:tem 123 #.$ cum 2174.33

:tem 123 #G$ '** rade 30 f"r en "ndati"n Per *( ai, *"t "f La"r aterial e,$iner ier cum 2783.33

:tem 123 #G$ cum 213.33

'** rade 35 f"r en "ndati"n Per *( ai, *"t "f La"r aterial e,$iner ier cum 2564.33

'** rade 35 in,lding *P f"r en "ndati"n at,$ing Plant cum 1041.33

:tem 123 #$ '** rade 35 e,lding *P f"r en "ndati"n at,$ing Plant cum 2458.33

:tem 123 #$ cum 214.33

cum 256.33

cum 213.33

cum 2458.33

cum 274.33

cum 8334.33

cum 2521.33

cum 8343.33

per cm heihtper letter

:tem 123 #B$PCC

:tem 123 #C$;CC

'** rade 20 f"r en "ndati"n Per *( ai, *"t "f La"r aterial e,$iner at,$ing Plant

P** rade 25 f"r en "ndati"n Per *( ai, *"t "f La"r aterial e,$iner at,$ing Plant


P** rade 30 f"r en "ndati"n Per *( ai, *"t "f La"r aterial e,$iner at,$ing Plant


:tem 123 #$Case :

:tem 123 #$Case ::


:tem 12311 #C$ iP** rade 20 f"r en "ndati"n %"tt"( Plg& Per *( ai, *"t "f La"r aterial e,$iner ier

:tem 12311 #C$ iP** rade 20 f"r en "ndati"n %"tt"( Plg& Per *( ai, *"t "f La"r aterial e,$iner at,$ing Plant

:tem 12311 #C$ii

P** rade 25 f"r en "ndati"n %"tt"( Plg& Per *( ai, *"t "f La"r aterial e,$iner ier

:tem 12311 #C$ii

P** rade 25 f"r en "ndati"n %"tt"( Plg& Per *( ai, *"t "f La"r aterial e,$iner at,$ing Plant

:tem 12311 #C$iii


:tem 12311 #C$iii


:tem 12311 #C$i


8/17/2019 SOR-2014-15 (Folder-2).xls


P** rade 35 in,lding *P f"r :ell "ndati"n %"tt"( Plg& at,$ing Plant cum 185.33

cum 208.33

P** rade 35 in,lding *P f"r :ell "ndati"n %:ell *a& at,$ing Plant cum 1041.33

:tem Io3 %31% E,a;ati"n f"r -tr,tre %anal ean& cum 054.33

:tem Io3 %31% E,a;ati"n f"r -tr,tre %e,$eni,al eane& cum 82.33

:tem 1'31#A$ '** rade 20 f"r er<tr,tre in,lding *P at,$ing Plant cum 1654.33:tem 1'31#B$ '** rade 20 f"r er<tr,tre in,lding *P at,$ing Plant cum 124.33

:tem 1'31#6$ '** rade 20 f"r er<tr,tre in,lding *P at,$ing Plant cum 7755.57

:tem 1'31#C$ '** rade 30 f"r er<tr,tre in,lding f"r(w"r= and e,lding *P at,$ing Plant cum 864.33

:tem 1'31#C$ '** rade 30 f"r er<tr,tre e,lding f"r(w"r= and e,lding *P at,$ing Plant cum 216.33

:tem 1'32 A -ling fitting and la,ing >-? ar reinf"r,e(ent in er<tr,tre en,lding *P tonne 10378.33

:tem 1%3, -ling fitting and la,ing >-? in,lding *P f"r <tr,tre tonne 74265.33

:tem 5317 "g -eal s*m 82.33

*ra,= Pre;enti"n ,"re. *ae<@ -tre A"ring e(rane %-A& ,ra,= widt$ le t$an 6 (( s*m 75.33

*ra,= Pre;enti"n ,"re. *ae<@@ -tre A"ring e(rane %-A& wit$ ,ra,= widt$ 6 (( t" 9 (( s*m 6.33

s*m 003.33

*ra,= Pre;enti"n ,"re. *ae<@V it(en @(regnated e"tetile s*m 084.33

-lrr -eal *ae<@ 5 (( t$i,=ne s*m 56.33

-lrr -eal *ae<@@ 3 (( t$i,=ne s*m 10.33

-lrr -eal *ae @@@ 1.5 (( t$i,=ne s*m 20.33

:tem 53 Case-: -rfa,e ?reing *ae<@ 19 (( n"(inal ,$iing ie s*m 4.33

-rfa,e ?reing *ae<@@ 13 (( n"(inal ie ,$iing s*m 54.33

:tem 12311 #C$i

:tem 12311 #C$i


:tem 12311 #.$i

:tem 5321Case-:

:tem 5321Case-::

:tem 5321Case-:8

*ra,= Pre;enti"n ,"re. *ae<@@@ -tre A"ring e(rane %-A& ,ra,= widt$ a";e 9 (( and,ra,=ed area a";e 50 B

:tem 5321Case-:8

:tem 5315Case-:

:tem 5315Case-::

:tem 5315Case-:::

:tem 53 Case-::

8/17/2019 SOR-2014-15 (Folder-2).xls


draft ," ?ire,tl Ued @te( Annere < @

30

Sr No Description Unit Quantity Rate Rs Cost Rs

1.1

Unit : cum

Taking output = 5.5 cum

Time required for

1 Min

1% Min

2 Min

i$ <aitin time unforeseen continencies etc ' Min

9otal 20 Min

a) Macinery

9ipper 535 tonnes capacity hour 03%%0 7%300 230 P&M-0'

hour 03%%0 11300 %230' P&M-017

!) "#ereads $ 0.1 on %a) ,301

c) Contractors profit $ 0.1 on %a&!) 7'31

Cost for 535 cum K a@@c 223,

Rate per cum ' %a&!&c)( . 1'3,%

Note Un*oadin+ ,i** !e !y tippin+. say 150.00

1.- Cost of au*a+e /c*udin+ oadin+ and Un*oadin+

Unit : t.km

Taking output 10 tonnes load and lead 10 km = 100 t.km

1.-%) Case Surfaced Road

+pee! ith loa! E 25 )m / hour3

+pee! hile ;eturnin empty E %5 )m / hour3

a) Macinery.

i) Tipper 10 tonne capacity

9ime ta)en for onar! haulae ith loa! hour 03'00 7%300 %'320 P&M-0'

9ime ta)en for empty return trip3 hour 0320 7%300 25%317 P&M-0'

!) "#ereads $ 0.1 on %a) ,032'

c) Contractors profit $ 0.1 on %a&!) ,,32,

cost for 100 t )m K a@@c 7237

Rate per t.3m ' %a&!&c)(100 732

say 7.30

1.-%) Case Unsurfaced 4ra#e**ed Road

+pee! ith loa! E 20 )m / hour

+pee! for empty return trip E %0 )m / hour

a)Macinery

Tipper 10 tonnes capacity

9ime ta)en for onar! hanlae ith loa! hour 03500 7%300 '%,350 P&M-0'

9ime ta)en for empty return trip hour 03%%0 7%300 230 P&M-0'

!) "#ereads $ 0.1 on %a) 723',

c) Contractors profit $ 0.1 on %a&!) 7370

Cost for 100 t 3)m K a@@c 7,375

;ate per t3m K #a@@c$/100 377

say 8.80

1.-%) Case

+pee! ith loa! E 10 )m / hour

Ref. toMoRTSpec.

Remar3s(

nput ref.

oadin+ and un*oadin+ of stone !ou*der ( stonea++re+ates ( sand ( 3an3er ( moorum.

Placin tipper at loa!in point loa!in ith front en! loa!er!umpin turnin for return trip e"clu!in time for haulaean! return trip

i$ Positionin of tipper at loa!in point

ii$ 4oa!in y front en! loa!er 1 cum uc)et capacity 25 cum per hour

iii$ Maneuerin reersin !umpin an! turnin forreturn

.ront en!-loa!er 1 cum uc)et capacity 25cum/hour

aulae of materials y tipper e"clu!in cost of loa!inunloa!in an! stac)in3

5atca Trac3 and Trac3 in ri#er !ed ( na**a !ed andcoe !ed.

8/17/2019 SOR-2014-15 (Folder-2).xls



31

+pee! hile returnin empty E 15 )m / hour

a) Macinery

) Tipper 10 tonnes capacity

9ime ta)en for onar! haulae hour 13000 7%300 7%300 P&M-0'

9ime ta)en for empty return trip hour 03,70 7%300 5'31 P&M-0'

!) "#ereads $ 0.1 on %a) 1'537

c) Contractors profit $ 0.1 on %a&!) 1,03%7

Cost for 100 t 3)m K a@@c 17,'307

Rate per t.5m ' %a&!&c)(100 173,'

say 17.60

1. and 6ro3en Stone 7++re+ates 89 mm nomina* si:e

Unit : cum

Taking output = 1 cum

a) a!our

Mate !ay 030,0 15307 11310 4-12

Ma!oor !ay 13500 177307 2,53,1 4-1%

!) Materia*+upply of *uarrie! stone 150 - 200 mm sie cum 13100 5%,300 53,0 M-002

c) "#ereads $ 0.1 on %a&!) ,3,%

d) Contractors profit $ 0.1 on %a&!&c) 532

Rate per cum ' a&!&c&d 10'32%

say 1048.00

1.8 Crusin+ of stone a++re+ates 19.2 mm nomina* si:e.

Unit : cum

Taking Output = 600 cum at cus!e location.

a) a!our

Mate !ay 037,0 15307 1'03,5 4-12

Ma!oor +)ille! !ay 23000 10307 %,031' 4-1'

Ma!oor inclu!in rea)in of any oersie oul!er3 !ay 173000 177307 %01031 4-1%

!) Materia*

+tone Boul!er of sie 150 mm an! elo cum 003000 51130 '0''0300 M-001

c) Macinery

our ,3000 1,7,0352 1005,%312 P&M-02

.ront en! loa!er 1 cum uc)et capacity our 203000 11300 2%7,0300 P&M-017

9ipper 535 cum capacity our 203000 7%300 17',0300 P&M-0'

d) "#ereads $ 0.1 on %a&!&c) 55'7%3'1

e) Contractors profit $ 0.1 on %a&!&c&d) ,1020375

Cost for ,00 cum K a@@c@!@e ,712232,

Rate per cum ' %a&!&c&d&e);0.<(800 1082.=>

say 1063.00

Note

1.= Crusin+ of stone a++re+ates 20 mm nomina* si:e

+upply of *uarrie! stone han! rea)in into coarseareate ,% mm nominal sie #passin 0 mm an! retaine!on 50 mm siee$ an! stac)in as !irecte!

Crushin of stone oul!ers of 150 mm sie in an interate!stone crushin unit of 200 tonnes per hour capacitycomprisin of primary an! secon!ary crushin units eltconeyor an! iratin screens to otain stone areates

of 1% mm nominal sie3

:nterate! stone crusher of 200 9P inclu!in eltconeyor an! iratin screens

13 00 cum of stone oul!ers are nee!e! to et ,00 cum ofstone chips of sie 1%32 mm3

23 5F of aoe cost ill e attriute! to the pro!uction of,00 cum of stone chips of 1%32 mm sie an! alance 5F tothe pro!uction of stone !ust hich comes out as a y-pro!uct3

%3 9he interate! stone crusher inclu!es primary an!secon!ary crushin units3

8/17/2019 SOR-2014-15 (Folder-2).xls



32

Unit : cum


a) a!our

Mate !ay 037,0 15307 1'03,5 4-12

Ma!oor +)ille! !ay 23000 10307 %,031' 4-1'

Ma!oor inclu!in rea)in of any sie oul!er3 !ay 173000 177307 %01031 4-1%

!) Materia*

+tone Boul!er of sie 150 mm an! elo cum 003000 51130 '0''0300 M-001

c) Macinery

our ,3000 1,7,0352 1005,%312 P&M-02



d) "#ereads $ 0.1 on %a&!&c) 55'7%3'1


Cost for ,70 cum K a@@c@!@e ,712232,

Rate per cum ' %a&!&c&d&e);0.<0(8=0 <01.8

say "0#.00

Note

1.> Crusin+ of stone a++re+ates -0 mm nomina* si:e

Unit : cum


a) a!our

Mate !ay 037,0 15307 1'03,5 4-12

Ma!oor +)ille! !ay 23000 10307 %,031' 4-1'

Ma!oor !ay 173000 177307 %01031 4-1%

!) Materia*

+tone Boul!er of sie 150 mm an! elo cum 003000 51130 '0''0300 M-001c) Macinery

our ,3000 1,7,0352 1005,%312 P&M-02



d) "#ereads $ 0.1 on %a&!&c) 55'7%3'1


Cost for 750 cum K #a@@c@!@e$"035 5705''30%

Rate per cum ' %a&!&c&d&e)0.>(=0 =80.=9

say 761.00

Note

Crushin of stone oul!ers of 150 mm sie in an interate!stone crushin unit of 200 tonnes per hour capacitycomprisin of primary an! secon!ary crushin units eltconeyor an! iratin screens to otain stone areatesof 20 mm nominal sie3


13 00 cum of stone oul!ers are nee!e! to et ,00 cum ofstone chips of sie 20 an! '0 mm3

23 0F of aoe cost ill e attriute! to the pro!uction of,70 cum of stone areates of 20mm sie an! alance10F ill e for smaller sie areates an! stone !ust

hich comes out as a y-pro!uct3


Crushin of stone oul!ers of 150 mm sie in an interate!stone crushin unit of 200 tonnes per hour capacitycomprisin of primary an! secon!ary crushin units eltconeyor an! iratin screens to otain stone areatesof '0 mm nominal sie3


13 00 cum of stone oul!ers are nee!e! to et ,00 cum ofstone chips of sie 1%32 mm3

23 5F of aoe cost ill e attriute! to the pro!uction of750 cum of stone areates of '0mm sie an! alance15F ill e for smaller sie areates an! stone !ust

hich comes out as a y-pro!uct3

8/17/2019 SOR-2014-15 (Folder-2).xls



33

5." 10 Surface Dressin+

Unit = s$m

Taking output = "000 s$m

Case ?1@?1< mm nomina* cippin+ si:e

a) a!our

Mate !ay 03''0 15307 13'% 4-12

Ma!oor !ay 3000 177307 15%3,% 4-1%

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

!) Macinery

Mechanical room 1250 s*m per hour hour 73200 ',5300 %%'300 P&M-0%1

Air compressor 250 cfm hour 73200 2%37, 2115307 P&M-001

hour ,3000 2'2%352 1'5'1312 P&M-025

hour ,3000 7%300 52%300 P&M-0'

.ront en! loa!er 1 cum uc)et capacity hour ,3000 11300 712300 P&M-017

Bitumen pressure !istriutor hour ,3000 ,30' 51,32' P&M-00'

+mooth heele! roller -10 tonne eiht hour ,3000 ,,5300 %0300 P&M-0''

c) Materia*

Bitumen 1320 ) per s*m tonne 10300 522,311 5,'50,3%5 M-07'

cum 1%53000 ,2350 11,'%7377 M-05%

d) "#ereads $ 0.1 on %a&!&c) 725%03,

e) Contractors profit $ 0.1 on %a&!&c&d) 77'30,

Cost for 000 s*mK a@@c@!@e 77,2'3,1

Rate per sqm ' %a&!&c&d&e)(<000 7351

say "8.00

Case ? 19 mm nomina* si:e cippin+

a) a!our

Mate !ay 03''0 15307 13'% 4-12

Ma!oor !ay 3000 177307 15%3,% 4-1%

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

!) Macinery

Mechanical room 1250 s*m per hour hour 73200 ',5300 %%'300 P&M-0%1Air compressor 250 cfm hour 73200 2%37, 2115307 P&M-001

hour ,3000 2'2%352 1'5'1312 P&M-025

hour ,3000 7%300 52%300 P&M-0'


Bitumen pressure !istriutor 1750 s*m per hour hour ,3000 ,30' 51,32' P&M-00'

8iratory roller -10 tonne eiht hour ,3000 177300 10,7'300 P&M-05

c) Materia*

Bitumen 1300 ) per s*m tonne 3000 522,311 '70'213, M-07'

cum 03000 75,300 ,0'0300 M-052

d) "#ereads $ 0.1 on %a&!&c) 55131'

e) Contractors profit $ 0.1 on %a&!&c&d) ,'',32,


Proi!in an! layin surface !ressin as earin course insinle coat usin crushe! stone areates of specifie! sieon a layer of ituminous in!er lai! on prepare! surface an!rollin ith -10 tonne smooth heele! steel roller

y!raulic self propelle! chip sprea!er 1500 s*m perhour

9ipper 10 tonne capacity for carriae of stone chipsfrom stoc)pile on roa! si!e to chip sprea!er

Crushe! stone chippin1 mm nominal sie 03015cum per s*m


9ipper 10 tonne capacity for carriae of stone chipsfrom stoc)pile on roa! si!e to chip sprea!er

Crushe! stone chippin1% mm nominal sie 0301cum per s*m

8/17/2019 SOR-2014-15 (Folder-2).xls



34

Cost for 000 s*mK a@@c@!@e 71%%03%

Rate per sqm ' %a&!&c&d&e)(<000 732,

say 7".00

Note

5.15 18 S*urry Sea*

Case mm tic3ness

Unit = s$m

Taking output = 16000 s$m %80 cum&

eiht of mi" K 17, tonnes

a) a!our

Mate !ay 032'0 15307 ''3'2 4-12

Ma!oor !ay ,3000 177307 10,23'2 4-1%

!) Macinery

Mechanical room hour ,3000 ',5300 270300 P&M-0%1

Air compressor 250 cfm hour ,3000 2%37, 17,235, P&M-001

Moile slurry seal e*uipment hour ,3000 2,3,' 5553' P&M-0%%


hour ,3000 7%300 52%300 P&M-0'

hour ,3000 11'%372 ,,23%2 P&M-0%7

<ater tan)er, 4 capacity hour 23000 11132' 2223' P&M-0,0

c) Materia*

;esi!ual Bin!er 11 F of mi" 0 " 232 " 0311 tonne 13%,0 '5'3, 7,5532% M-077

cum 102300 20%375 207325 M-005

.iller 2 F of total mi" K 0 " 232 " 0302 tonne %3520 ''273%1 155'312 M-1

Cost of ater 4 123000 1,7307 200'32 M-1

d) "#ereads $ 0.1 on %a&!&c) 5,713%5

e) Contractors profit $ 0.1 on %a&!&c&d) 1052%3'

Cost for 1,000 s*mK a@@c@!@e 1157,2%32

Rate per sqm ' %a&!&c&d&e)(18000 723%5

say 7#.00

Case 9 mm tic3ness

Unit = s$m

Taking output = #0000 s$m %60 cum&

a) a!our

Mate !ay 03200 15307 %7301 4-12

Ma!oor !ay 53000 177307 53%5 4-1%!) Macinery


13<here the propose! areate fails to pass the strippintest an approe! a!hesion aent may e a!!e! to thein!er as per clause 510323'3 Alternatiely chips may epre-coate! as per clause 5103235

23:nput for the secon! coat here re*uire! ill e thesame as per the :st coat mentione! aoe

Proi!in an!layin slurry seal consistin of a mi"ture of fineareates portlan! cement filler ituminous emulsionan! ater on a roa! surface inclu!in cleanin of surfacemi"in of slurry seal in a suitale moile plant layin an!compactin to proi!e een ri!in surface

Taking density o' #.# tonnes pe cum( )eig!t o' mi* =

#64 tonnes

9ipper 535 cum capacity for carriae of areate from

stoc)pile on roa! si!e to slurry e*uipmentitumenemulsion an! filler3

Pneumatic tyre! roller ith in!ii!ual heel loa! note"cee!in 135 tonnes

.ine areate '375 mm an! elo 7 F of totalmi"0 " 232 " 037 K 15%312 tonnes3 9a)in!ensity135K 15%312/135 K 10230 cum

8/17/2019 SOR-2014-15 (Folder-2).xls



35




hour ,3000 7%300 52%300 P&M-0'


c) Materia*

;esi!ual Bin!er 1% F of mi" K ,0 " 232 " 031% tonne 1731,0 '5'3, 7,753%1 M-077

cum 7'300 20%375 152'03% M-005

.iller 2 F of total mi" K,0" 232 " 0302 tonne 23,'0 ''273%1 11,30 M-1

Cost of ater 4 123000 1,7307 200'32 M-1

d) "#ereads $ 0.1 on %a&!&c) %%'32%

e) Contractors profit $ 0.1 on %a&!&c&d) 2%273,5

Cost for %0000 s*mK a@@c@!@e 1015,0'31

Rate per sqm ' %a&!&c&d&e)(20000 5037

say 51.00

Case 1. mm tic3ness

Unit = s$m


a) a!our

Mate !ay 03200 15307 %7301 4-12

Ma!oor !ay 53000 177307 53%5 4-1%

!) Macinery




.ront en! loa!er 1 cum uc)et capacity hour ,3000 11300 712300 P&M-017hour ,3000 7%300 52%300 P&M-0'


c) Materia*

;esi!ual Bin!er 1, F of mi" %, " 232 " 031, tonne 123,70 '5'3, 5013 M-077

cum '%3%00 2%300 10%'370 M-022

.iller 2 F of total mi" K %," 232 " 0302 tonne 1350 ''273%1 ,5315 M-1

Cost of ater 4 123000 1,7307 200'32 M-1

d) "#ereads $ 0.1 on %a&!&c) ,2%30

e) Contractors profit $ 0.1 on %a&!&c&d) ,,2300

Cost for 2'000 s*mK a@@c@!@e 75'073

Rate per sqm ' %a&!&c&d&e)(2-000 %13'5

say 31.50

Note

5.17 1> Ao+ Spray

Unit = s$m

Taking output = 10500 s$m

9ipper 535 cum capacity for carriae of areate fromstoc)pile on roa! si!e to slurry e*uipmentitumenemulsion an! filler

.ine areate % mm an! elo 5 F of total mi" ,0"232 " 035 K 11232 tonnes3 9a)in !ensity 135

9ipper 535 cum capacity for carriae of areate fromstoc)pile on roa! si!e to slurry e*uipmentitumenemulsion an! filler3

.ine areate 23%, mm an! elo2 F of totalmi"%," 232 " 032 K ,'3' tonnes3 9a)in !ensity 135

139ac) coat if re*uire! to e proi!e! efore layin slurryseal may e measure! an! pai! separately

Proi!in an! applyin lo iscosity itumen emulsion forsealin crac)s less than % mm i!e or incipient frettin or

!isinteration in an e"istin ituminous surfacin3

8/17/2019 SOR-2014-15 (Folder-2).xls


8/17/2019 SOR-2014-15 (Folder-2).xls



39

a) a!our

Mate !ay 0307 15307 1235 4-12

Painter :st class !ay 1325 22%32 27311 4-1

Ma!oor !ay 0350 177307 35' 4-1%

!) Materia*

Paint 4itre 0350 1%3%5 ,31 M-1%1

c) "#ereads $ 0.1 on %a&!) ''3d) Contractors profit $ 0.1 on %a&!&c) '3'

Cost for 1,00 cm K a@@c@! 5''32%

Rate per cm ei+t per *etter ' %a&!&c &d)(1800 03%'

say 0.30

>.> >09 aintin+ T,o Coats on Ne, Concrete Surfaces

Unit = s$m


a) a!ourMate !ay 0312 15 22321 4-12

Painter !ay 2300 22% '',35 4-1

Ma!oor !ay 1300 177 177307 4-1%

!) Materia*

Paint conformin to re*uirement of clause 0%3%3 4itre ,300 1% %0312 M-1%2

A!! for scaffol!in 1F of laour cost here re*uire! 3%0

c) "#ereads $ 0.1 on %a&!) 1'3'%

d) Contractors profit $ 0.1 on %a&!&c) 1,%327

Cost for '0 s*m K a@@c@! 1753

Rate per sqm ' %a&!&c&d)(-0 ''30say 45.00

>.< >09 aintin+ on Stee* Surfaces

Unit = s$m


a) a!our

Mate !ay 030% 15 5355 4-12

Painter !ay 03'5 22% 1003' 4-1

Ma!oor !ay 0325 177 ''327 4-1%!) Materia*

Paint rea!y mi"e! approe! ran!3 4itre 1325 1% 1723' M-1%1

A!! 1F on cost of material for scaffol!in 137%

c) "#ereads $ 0.1 on %a&!) %2350

d) Contractors profit $ 0.1 on %a&!&c) %5375

Cost for 10 s*m K a@@c@! %%322

Rate per sqm ' %a&!&c&d)(10 %3%2

say 3".00

12.8 Cement mortar1@9 %1cement @9 sand)

Unit = 1 cum

Taki ng output = 1 cum

a) Materia*s

Paintin to coats after fillin the surface ith syntheticenamel paint in all sha!es on ne plastere! concretesurfaces

Proi!in an! applyin to coats of rea!y mi" paint ofapproe! ran! on steel surface after throuh cleanin ofsurface to ie an een sha!e

Su!?ana*ysis

%7)

8/17/2019 SOR-2014-15 (Folder-2).xls



40

Cement M9 0351 573'7 2523,% M-1

+an! cum 1305 20%375 21%3' M-5

!) a!our

Mate !ay 030' 15307 73'0 4-12

Ma!oor !ay 030 177307 153%, 4-1%

9otal Material an! 4aour K #a@$ %%%%300

Cement mortar1@2 %1cement @2 sand)

Unit = 1 cum


a) Materia*s

Cement M9 03,72 573'7 %035% M-1

+an! cum 03%% 20%375 10317 M-5

!) a!our

Mate !ay 030' 15307 73'0 4-12

Ma!oor !ay 030 177307 153%, 4-1%

9otal Material an! 4aour K #a@$ -2-=.00

Cement mortar1@8 %1cement @8 sand)

Unit = 1 cum


a) Materia*s

Cement M9 032 573'7 1,,73%7 M-1

+an! cum 13%%7 20%375 2723'5 M-5

!) a!our

Mate !ay 030' 15307 73'0 4-12

Ma!oor !ay 030 177307 153%, 4-1%

9otal Material an! 4aour K #a@$ 210=.00

12.= 1-00

Unit = cum


%7) Square Ru!!*e Coursed Ru!!*e Masonry %first sort)

a) Materia*

+tone cum 5350 %,032' 113%2 M-1,

9hrouh an! on! stone each %5300 ,30, 21137 M-12

#%5no3"032'm"032'm"03%m K 037 cu3m$

cum 1350 %%%%300 '350

!) a!our

Mate !ay 03,, 15307 122315 4-12Mason !ay 7350 2%'32 175731 4-11

Ma!oor !ay 300 177307 15%3,% 4-1%

c) "#eread car+es $ 0.2 on %a&!) 2,,,3''

d) ContractorBs profit $ 0.1 on %a&!&c) 1%%%322

Cost for 5 cum K a@@c@! 1',,53'0

Rate per cum %a&!&c&d)( 2%%30

say #"33.00

1-0.9 6) Random Ru!!*e Masonry

# course!/uncourse! $

Unit = cum


a) Materia*

+tone cum 5350 %5372 173'5 M-1'9hrouh an! on! stone Ios %5300 ,30, 21137 M-12

#%5nos3"032'm"032'm"03%m K 037 cu3m$

Cement mortar 1E% #;ate as in item 123, A$ cum 1355 %%%%300 51,,315

Su!?

ana*ysis%6)

Su!?ana*ysis

%D)

Stone masonry ,or3 in cement mortar 1@9 in foundationcomp*ete as dra,in+ and Tecnica* Specification

Cement mortar 1E% #;ate as in :tem 123, A su-analysis$

:tem 123,#A$

8/17/2019 SOR-2014-15 (Folder-2).xls



41

!) a!our

Mate !ay 03,2 15307 11'37' 4-12

Mason !ay ,300 2%'32 1'0537' 4-11

Ma!oor !ay 300 177307 15%3,% 4-1%

c) "#ereads $ 0.2 on %a&!) 2,173,7

d) Contractors profit $ 0.1 on %a&!&c) 1%03'

Cost for 5 cum K a@@c@! 1'%731

Rate per cum %a&!&c&d)( 273''

say #87".00

$

12.= %7dd) 1-00

Unit = cum


1-0.9 6) Random Ru!!*e Masonry


Unit = cum


a) Materia*

+tone cum 5350 %5372 173'5 M-1'

9hrouh an! on! stone Ios %5300 ,30, 21137 M-12

#%5nos3"032'm"032'm"03%m K 037 cu3m$

Cement mortar 1E% #;ate as in item 1%3, ($ cum 1355 20300 '%'300

!) a!our

Mate !ay 03,2 15307 11'37' 4-12

Mason !ay ,300 2%'32 1'0537' 4-11

Ma!oor !ay 300 177307 15%3,% 4-1%

c) "#ereads $ 0.2 on %a&!) 1'%'3,%

d) Contractors profit $ 0.1 on %a&!&c) 7173%2

Cost for 5 cum K a@@c@! 703'

Rate per cum %a&!&c&d)( 157310

say 1578.00

$

12.>

7 CC 4rade M1

Unit = cum


a) Materia*

Cement M9 '31% 573'7 2%1035%Coarse san! cum ,375 20%375 1%753%'

'0 mm Areate cum 310 753%5 ,1'23,7

20 mm Areate cum '305 ,2350 %'%31%

10 mm Areate cum 13%5 ,553,0 530,

!) a!our

Mate !ay 03, 15307 1531,

Mason !ay 1350 2%'32 %513''

Ma!oor !ay 20300 177307 %5'13'0

c) Macinery

Concrete mi"er #cap3 03'0/032 cum$ hour ,300 2113, 127030

Generator ,% 8A hour ,300 %,130 217030

+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& #(887.00

17%13

e) "#ereads $ 0.2 on %a&!&c&d) 1125730

f) Contractors profit $ 0.1 on %a&!&c&d&e) 5,235

9he laour alrea!y consi!ere! in cement mortar has eenta)en into account hile proposin laour for masonry

or)s3

Stone masonry ,or3 in cement mortar 1@8 in foundationcomp*ete as dra,in+ and Tecnica* Specification

9he laour alrea!y consi!ere! in cement mortar has eenta)en into account hile proposin laour for masonry

or)s3

100F 1=00G 2100

*ain(Reinforced cement concrete in open foundationcomp*ete as per dra,in+ and tecnica* specifications

!$ .ormor) 'F on cost of concrete i3e3cost of materiallaour an! machinery

8/17/2019 SOR-2014-15 (Folder-2).xls



42

Cost for 15 cum K a@@c@!@e@f ,113''

Rate per cum %a&!&c&d&e&f)(1 '12730

say 41#8.00

Note

12.> 6 CC 4rade M20

Unit : cum


a) Materia*

Cement M9 531, 573'7 27%3,

Coarse san! cum ,375 20%375 1%753%'

'0 mm Areate cum 53'0 753%5 '05311

20 mm Areate cum 53'0 ,2350 ',57351

10 mm Areate cum 2370 ,553,0 177031%

!) a!our

Mate !ay 03, 15307 1531,

Mason !ay 1350 2%'32 %513''

Ma!oor !ay 20300 177307 %5'13'0

c) Macinery


Generator %% 8A hour ,300 %'23%, 205'31,

+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3(#77.00

12.> C RCC 4rade M20

?nit K cum

Case Usin+ concrete mier


a) Materia*

Cement M9 5321 573'7 %01,%31,

Coarse san! cum ,375 20%375 1%753%'

20 mm Areate cum 310 ,2350 ,,327

10 mm Areate cum 53'0 ,553,0 %5'032,

!) a!our

Mate !ay 03, 15307 1531,

Mason !ay 1350 2%'32 %513''

Ma!oor !ay 20300 177307 %5'13'0

c) Macinery


Generator %% 8A hour ,300 %'23%, 205'31,

+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3(#"7.00

Case Hit 6atcin+ *antF Transit Mier and Conrete ump

Unit : cum

Taking Output = 1#0 cum

a) Materia*

Cement M9 '13,, 573'7 2'113'7

Coarse +an! cum 5'300 20%375 1100237'20 mm Areate cum ,'30 ,2350 55031%

10 mm Areate cum '%320 ,553,0 2%22305

!) a!our

Mate !ay 03' 15307 1553',

Mason !ay %300 2%'32 70237

Ma!oor !ay 1300 177307 %1732,

c) Macinery

Batchin Plant 20 cum/hour hour ,300 2'300 1'2300

Generator 100 8A hour ,300 1,300 101300

4oa!er 1 cum capacity hour ,300 11300 712300

9ransit Mi"er ' cum capacity for lea! upto 1 )m3 hour 15300 5'355 121325

4ea! eyon! 1 )m 4-lea! in )m 9-)m %004 '3%2 11'0300 4K 1

Concrete Pump hour , 2%'3%, 1'0,31,+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3(#34.00

155223%'

Ie!le 8irator is an item of minor 9 & P hich is alrea!yinclu!e! in oerhea! chares3 ence not a!!e! in rateanalysis of cement concrete or)s3

!$ .ormor) 'F on cost of concrete i3e3cost of materiallaour an! machinery

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43

e) "#ereads $ 0.2 on %a&!&c&d) 100531

f) Contractors profit $ 0.1 on %a&!&c&d&e) 50''735

Cost for 120 cum K a@@c@!@e@f 55'2%350

Rate per cum ' % a&!&c&d&e&f )(120 ',2'3%,

say 46#4.00

12.> D CC 4rade M2

?nit K cum

Case Usin+ concrete Mier


a) Materia*

Cement M9 53 573'7 %',735

Coarse san! cum ,375 20%375 1%753%'

'0 mm Areate cum 53'0 753%5 '05311

20 mm Areate cum 53'0 ,2350 ',57351

10 mm Areate cum 2370 ,553,0 177031%

!) a!our

Mate !ay 03, 15307 1531,

Mason !ay 1350 2%'32 %513''

Ma!oor !ay 20300 177307 %5'13'0

c) Macinery


Generator %% 8A hour ,300 %'23%, 205'31,

+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3(5"7.00


Unit : cum


a) Materia*

Cement M9 '735 573'7 277,0532,

Coarse san! cum 5'300 20%375 1100237'

'0 mm Areate cum '%320 753%5 %27,03

20 mm Areate cum '%320 ,2350 %72,030

10 mm Areate cum 213,0 ,553,0 1'1,1302

!) a!our

Mate !ay 03' 15307 1553',

Mason !ay %300 2%'32 70237

Ma!oor !ay 1300 177307 %1732,

c) Macinery


Generator 100 8A hour ,300 1,300 101300



9-m %004 '3%2 11'0300 4K 1

Concrete Pump hour , 2%'3%, 1'0,31,

+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3(538.00

151,3,5

e) "#ereads $ 0.2 on %a&!&c&d) 1100031,

f) Contractors profit $ 0.1 on %a&!&c&d&e) 550'530

cost of 120 cum K a@@c@!@e@f ,05'530

Rate per cum %a&!&c&d&e&f)(120 50'530

say 5046.00

12.> / RCC 4rade M2

?nit K cum

Case Usin+ concrete Mier


a) Materia*

Cement M9 ,305 573'7 %502,3%2

Coarse san! cum ,375 20%375 1%753%'20 mm Areate cum 310 ,2350 ,,327

10 mm Areate cum 53'0 ,553,0 %5'032,

!) a!our

9ransit Mi"er ' cum capacity lea! eyon!1 m 4 - lea! in ilometer

!$ .ormor) %375F of cost of concrete i3e3cost ofmaterial laour an! machinery

8/17/2019 SOR-2014-15 (Folder-2).xls



44

Mate !ay 03, 15307 1531,

Mason !ay 1350 2%'32 %513''

Ma!oor !ay 20300 177307 %5'13'0

c) Macinery


Generator %% 8A hour ,300 %'23%, 205'31,

+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3(6#1.00


Unit : cum


a) Materia*

Cement M9 '3% 573'7 200'37'

Coarse san! cum 5'300 20%375 1100237'

20 mm Areate cum ,'30 ,2350 55031%

10 mm Areate cum '%320 ,553,0 2%22305

A!mi"er 1%352 112377 212%3'5

!) a!our

Mate !ay 03' 15307 1553',

Mason !ay %300 2%'32 70237

Ma!oor !ay 1300 177307 %1732,

c) Macinery


Generator 100 8A hour ,300 1,300 101300

4oa!er 1 cum capacity 1 cum hour ,300 11300 712300


9-m %004 '3%2 11'0300 4K 1

Concrete Pump hour ,300 2%'3%, 1'0,31,


12.> A CC 4rade M90

?nit K cum

Case Usin+ Concrete Mier


a) Materia*

Cement M9 ,30 573'7 %5200300

Coarse san! cum ,375 20%375 1%753%'

'0 mm Areate cum 53'0 753%5 '05311

20 mm Areate cum 53'0 ,2350 ',57351

10 mm Areate cum 2370 ,553,0 177031%

!) a!our

Mate !ay 03, 15307 1531,

Mason !ay 1350 2%'32 %513''

Ma!oor !ay 20300 177307 %5'13'0

c) Macinery


Generator %% 8A hour ,300 %'23%, 205'31,+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3(63#.00

Case Usin+ 6atcin+ *antF Transit Mier and Conrete ump

Unit : cum


a) Materia*

Cement M9 '3,0 573'7 21%,3'2

Coarse san! cum 5'300 20%375 1100237'

'0 mm Areate cum '%320 753%5 %27,03

20 mm Areate cum '%320 ,2350 %72,030

10 mm Areate cum 213,0 ,553,0 1'1,1302

!) a!our

Mate !ay 03' 15307 1553',Mason !ay %300 2%'32 70237

Ma!oor !ay 1300 177307 %1732,

c) Macinery


8/17/2019 SOR-2014-15 (Folder-2).xls



45


Generator 100 8A hour ,300 1,300 101300



9-m %004 '3%2 11'0300 4K 1


+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3(56".00

12.> 4 RCC 4rade M90


Unit = cum


a) Materia*

Cement M9 ,310 573'7 %5%1537

Coarse san! cum ,375 20%375 1%753%'

20 mm Areate cum 310 ,2350 ,,327

10 mm Areate cum 53'0 ,553,0 %5'032,

!) a!our

Mate !ay 03, 15307 1531,

Mason !ay 1350 2%'32 %513''

Ma!oor !ay 20300 177307 %5'13'0

c) Macinery


Generator %% 8A hour ,300 %'23%, 205'31,



Unit = cum

Taking output = 1#0 cum

a) Materia*

Cement M9 '30 573'7 2252,3%2

Coarse san! cum 5'300 20%375 1100237'

20 mm Areate cum ,'30 ,2350 55031%

10 mm Areate cum '%320 ,553,0 2%22305

!) a!our

Mate !ay 03' 15307 1553',

Mason !ay %300 2%'32 70237

Ma!oor !ay 1300 177307 %1732,

c) Macinery


Generator 100 8A hour ,300 1,300 101300



9-m %004 '3%2 12,300 4K 1


+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3(580.0012.> RCC 4rade M9


Unit = cum


a) Materia*

Cement M9 ,3%% 573'7 %,,'73%7

Coarse san! cum ,375 20%375 1%753%'

20 mm Areate cum 310 ,2350 ,,327

10 mm Areate cum 53'0 ,553,0 %5'032,

!) a!our

Mate !ay 03, 15307 1531,

Mason !ay 1350 2%'32 %513''

Ma!oor !ay 20300 177307 %5'13'0c) Macinery


Generator %% 8A hour ,300 %'23%, 205'31,



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46

+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3(7#".00


Unit cum


a) Materia*

Cement M9 503,' 573'7 2%1735

Coarse san! cum 5'300 20%375 1100237'

20 mm Areate cum ,'30 ,2350 55031%

10 mm Areate cum '%320 ,553,0 2%22305

A!mi"er 20235, 112377 22'230

!) a!our

Mate !ay 03' 15307 1553',

Mason !ay %300 2%'32 70237

Ma!oor !ay 1300 177307 %1732,

c) Macinery


Generator 100 8A hour ,300 1,300 101300



9-m %004 '3%2 12,300 4K 1


+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3(85".00

1%13'0

e) "#ereads $ 0.2 on %a&!&c&d) 112%'35'


cost of 120 cum K a@@c@!@e@f ,5573

Rate per cum %a&!&c&d&e&f)(120 5','32

say 5465.00

Rate per cum %a&!&c&d)(120 /c*udin+ " G C 3"74.00

Note@

12.11

C 6ottom *u+

Concrete to e place! usin tremie pipe


%i) CC 4rade M20

Unit = cum

Taking output = 15 cuma) Materia*

Cement M9 5355 573'7 %21%135

Coarse san! cum ,375 20%375 1%753%'

'0 mm Areate cum 53'0 753%5 '05311

20 mm Areate cum 53'0 ,2350 ',57351

10 mm Areate cum 2370 ,553,0 177031%

A!mi"er 13,0 112377 20735'

!) a!our

Mate !ay 030 15307 1,,35,

Mason !ay 1350 2%'32 %513''

Ma!oor !ay 20300 177307 %5'13'0

c) Macinery

Concrete mi"er #cap3 03'0/032 cum$ hour ,300 2113, 127030Generator %% 8A hour ,300 %'23%, 205'31,

4iht Crane % tonnes capacity for han!lin tremie pipe hour ,300 5%5300 %210300


!$ .ormor) %F on cost of concrete i3e3cost of materiallaour an! machinery

<here eer concrete is carrie! out usin atchin planttransit mi"er concrete pump a!mi"ers 03'F of eiht ofcement may e a!!e! for achiein !esire! slump ofconcrete3

1200F 100G 1=00

*ain(Reinforced cement concreteF in ,e** foundationcomp*ete as per dra,in+ and tecnica* specification

8/17/2019 SOR-2014-15 (Folder-2).xls



47

+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 378#.00

Note

Case

Unit cum


a) Materia*

Cement M9 ''3'0 573'7 2570523,%

Coarse san! cum 5'300 20%375 1100237'

20 mm Areate cum ,'30 ,2350 55031%

10 mm Areate cum '%320 ,553,0 2%22305

A!mi"er 1'30 112377 1,703%%

!) a!our

Mate !ay 03 15307 1,23,

Mason !ay %300 2%'32 70237

Ma!oor !ay 1300 177307 %1732,

c) Macinery


Generator 100 8A hour ,300 1,300 101300



9-m %004 '3%2 12,300 4K 1


+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3508.00

%ii) CC 4rade M2


Unit = cum


a) Materia*

Cement M9 53 573'7 %',735

Coarse san! cum ,375 20%375 1%753%'

'0 mm Areate cum 53'0 753%5 '05311

20 mm Areate cum 53'0 ,2350 ',57351

10 mm Areate cum 2370 ,553,0 177031%

A!mi"er 213,0 112377 2'%535

!) a!our

Mate !ay 030 15307 1,,35,

Mason !ay 1350 2%'32 %513''

Ma!oor !ay 20300 177307 %5'13'0

c) Macinery


Generator %% 8A hour ,300 %'23%, 205'31,

hour ,300 5%5300 %210300

+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3"74.00

Case

Unit = cum


a) Materia*

Cement M9 '73 573'7 277200300

Coarse san! cum 5'300 20%375 1100237'

20 mm Areate cum ,'30 ,2350 55031%

10 mm Areate cum '%320 ,553,0 2%22305

A!mi"er 17230 112377 1',3'

!) a!ourMate !ay 03 15307 1,23,

Mason !ay %300 2%'32 70237

Ma!oor !ay 1300 177307 %1732,

10F e"tra cement may e a!!e! here un!er aterconcretin is inole!3

Usin+ 6atcin+ *antF Transit Mier and Crane(concretepump

9ransit Mi"er ' cum capacity lea! eyon! 1 m 4 -lea! in ilometer

4iht Crane of % tonnes capacity for han!lin tremiepipe

Usin+ 6atcin+ *antF Transit Mier and Crane(concrete

pump

8/17/2019 SOR-2014-15 (Folder-2).xls



48

c) Macinery


Generator 100 8A hour ,300 1,300 101300



9-m %004 '3%2 12,300 4K 1


+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 36"8.00

%iii) CC 4rade M90


Unit = 1 cum


a) Materia*

Cement M9 ,30 573'7 %5200300

Coarse san! cum ,375 20%375 1%753%'

'0 mm Areate cum 53'0 753%5 '05311

20 mm Areate cum 53'0 ,2350 ',57351

10 mm Areate cum 2370 ,553,0 177031%

A!mi"er 213,0 112377 2'%535

!) a!our

Mate !ay 030 15307 1,,35,

Mason !ay 1350 2%'32 %513''

Ma!oor !ay 20300 177307 %5'13'0

c) Macinery


Generator %% 8A hour ,300 %'23%, 205'31,

hour ,300 5%5300 %210300

+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 400".00

Case

Unit = cum


a) Materia*

Cement M9 '3,' 573'7 21,00300

Coarse san! cum 5'300 20%375 1100237'

20 mm Areate cum ,'30 ,2350 55031%

10 mm Areate cum '%320 ,553,0 2%22305

A!mi"er 17230 112377 1',3'

!) a!our

Mate !ay 03 15307 1,23,

Mason !ay %300 2%'32 70237

Ma!oor !ay 1300 177307 %1732,

c) Macinery

Batchin Plant 20 cum/hour hour ,300 2'300 1'2300Generator 100 8A hour ,300 1,300 101300



9-m %004 '3%2 12,300 4K 1


+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 3735.00

%i#) CC 4rade M9


Unit = 1 cum


a) Materia*Cement M9 ,32 573'7 %,'1537

Coarse san! cum ,375 20%375 1%753%'

'0 mm Areate cum 53'0 753%5 '05311


4iht Crane of % tonnes capacity for han!lin tremiepipe



8/17/2019 SOR-2014-15 (Folder-2).xls


8/17/2019 SOR-2014-15 (Folder-2).xls



50

4oa!er#capacity 1 cum$ hour ,300 11300 712300

9ransit Mi"er # capacity '30 cu3m $


4ea! eyon! 1 m 4 - lea! in ilometer 9-m %004 '3%2 12,300 4K 1


.ormor) %F of #a@@c$ 1%20,312

d) "#ereads $ 0.2 on %a&!&c) 11%%523'

e) Contractors profit $ 0.1 on %a&!&c&d) 5,,7,325

cost of 120 cum K a@@c@!@e ,2%'%372

Rate per cum %a&!&c&d&e)(120 5153%2

ay 51"5.00

Note

9.19 90- /ca#ation for Structures

) "rdinary soi*

Unit = cum


7 Manua* Means

%i) Dept upto 9 m

a) a!our

Mate !ay 03%20 15307 5322 4-12

Ma!oor !ay 3000 177307 1'1,35, 4-1%

!) "#ereads $ 0.1 on %a) 1'735

c) Contractors profit $ 0.1 on %a&!) 1,23%'

Cost for 10 cum K a@@c 175370

Rate per cum ' %a&!&c)(10 17357

say 17".00

Note

6 Mecanica* Means

%i) Dept upto 9 m

Unit = cum


a) a!our

Mate !ay 03%2 15 5322

Ma!oor !ay 300 177 1'1,35,

!) Macinery

y!raulic e"caator 130 cum uc)et capacity hour ,300 151, 0732

c) "#ereads $ 0.1 on %a&!) 10573%7

d) Contractors profit $ 0.1 on %a&!&c) 11,%311

Cost for %00 cum K a@@c@! 127'31

Rate per cum ' %a&!&c&d)(900 '23,5

say 43.00Note

<here eer concrete is carrie! out usin atchin planttransit mi"er concrete pump a!mi"ers 03'F of eiht ofcement may e a!!e! for achiein !esire! slump ofconcrete3

6arth or) in e"caation of foun!ation of structures as per

!rain an! technical specification inclu!in settin out

construction of shorin an! racin remoal of stumps an!

other !eleterious matter !ressin of si!es an! ottom

ac)fillin the e"caation earth to the e"tent re*uire! an!utilisin the remanin earth locally for roa! or)3

Cost of !eaterin may e a!!e! here re*uire! upto 10 Fof laour cost Assessment for !eaterin shall e ma!e asper site con!itions33

Cost of !eaterin upto 5F of #a@$ may e a!!e! herere*uire!3 Assessment for !eaterin shall e ma!e as persite con!itions33

8/17/2019 SOR-2014-15 (Folder-2).xls



51

19.8

Output : T

Taking output = 1 T

a) Materia*

+( ars inclu!in 5F oerlaps an! astae M9 1305 ',0530% '%,13

Bin!in ire ) ,300 ,%300 %7300

Mate !ay 03%' 15307 ,232

Blac)smith !ay 2300 2%'32 ',35

Ma!oor !ay ,350 177307 11503,

c) "#ereads $ 0.2 on %a&!) 12,053,1

d) Contractors profit $ 0.1 on %a&!&c) ,%0231

Rate for per MT %a&!&c&d) ,%%03,

say 6"331.00

1-.1

7 RCC 4rade M20

Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump

Unit = cum


a) Materia*

Cement M9 '032 573'7 2%,0532,

Coarse san! cum 5'300 20%375 1100237'

20 mm Areate cum ,'30 ,2350 55031%

10 mm Areate cum '%320 ,553,0 2%22305

!) a!our

Mate !ay 03' 15307 1553',

Mason !ay %300 2%'32 70237

Ma!oor !ay 1300 177307 %1732,

c) Macinery


Generator 100 8A hour ,300 1,300 101300

4oa!er hour ,300 11300 712300


9ransit Mi"er ' cum capacity lea! upto 1 m hour 15300 5'355 121325



-asic ,ost o' a/ou( ateial ec!iney %a2/2c& 'o 1#0 cum 9>9<91.00

%i) Aor so*id s*a! super?structureF 20?90 of %a&!&c)

#p$ ei+t upto m %%%1300

!$ .ormor) an! stain 20 F of #a@@c$ 20300 7,7,320

e) "#ereads $ 0.2 on %a&!&c&d) 115173%0


Cost for 15 cum K a@@c@!@e@f ,%%',315

Rate per cum %a&!&c&d&e&f)(120 527305

say 5#7".00

6 RCC 4rade M2


Unit = cum

Taking output = 1#0 cuma) Materia*

Cement M9 '735 573'7 277,0532,

Coarse san! cum 5'320 20%375 110'%3'

Section1800 G2200

Supp*yin+F fittin+ and p*acin+ ISD !ar reinforcement insu!?structure comp*ete as per dra,in+ and tecnica*specifications

!) a!our for cuttin+F !endin+F siftin+ to siteF tyin+ andp*acin+ in position

100G1800

1=00

Aurnisin+ and *acin+ Reinforced(restressed cementconcrete in super?structure as per dra,in+ and

Tecnica* Specification

Basic Cost of 4aour Material & Mechinery #a@@c$ for 120cum

8/17/2019 SOR-2014-15 (Folder-2).xls



52

20 mm Areate cum ,'30 ,2350 55031%

10 mm Areate cum '%320 ,553,0 2%22305

!) a!our

Mate !ay 03' 15307 1553',

Mason !ay %300 2%'32 70237

Ma!oor !ay 1300 177307 %1732,

c) Macinery


Generator 100 8A hour ,300 1,300 101300

4oa!er hour ,300 11300 712300





-asic ,ost o' a/ou( ateial ec!iney %a2/2c& 'o 1#0 cum -2-8=1.00

Aor form,or3 and sta+in+ add te fo**o,in+@


#p$ ei+t upto m

'2',71300

!$ .ormor) an! stain 20 F of #a@@c$ 20300 '%'320

e) "#ereads $ 0.2 on %a&!&c&d) 127'013%0

f) Contractors profit $ 0.1 on %a&!&c&d&e) ,%7003,5

Cost for 15 cumK a@@c@!@e@f 700707315

Rate per cum %a&!&c&d&e&f)(120 5%32%

say 583".00

C RCC 4rade M 90

Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump.

Unit = cumTaking output = 1#0 cum

a) Materia*

Cement M9 '37 573'7 22',3'2

Coarse san! cum 5'3,0 20%375 1112'3

20 mm Areate cum ,'30 ,2350 55031%

10 mm Areate cum '%320 ,553,0 2%22305

!) a!our

Mate !ay 03 15307 1,23,

Mason !ay %300 2%'32 70237

Ma!oor !ay 1300 177307 %%,'3%%

c) Macinery


Generator 100 8A hour ,300 1,300 1013004oa!er hour ,300 11300 712300





-asic ,ost o' a/ou( ateial ec!iney %a2/2c& 'o 1#0 cum -2<>01.00



#p$ ei+t upto m

'201300

!$ .ormor) an! stain 20 F of #a@@c$ 20300 5,0320e) "#ereads $ 0.2 on %a&!&c&d) 12'03%0

f) Contractors profit $ 0.1 on %a&!&c&d&e) ,''70315

Cost for 120 cum K a@@c@!@e@f 701713,5

Basic Cost of 4aour Material & Mechinery #a@@c$ for120 cum

Basic Cost of 4aour Material & Mechinery #a@@c$ for 120cum

8/17/2019 SOR-2014-15 (Folder-2).xls



53

Rate per cum %a&!&c&d&e&f)(120 5037,

say 5"10.00

Rate per cum %a&!&c&d)(120 % inc*udin+ form,or3 and ec*udin+ " G C) 4#"8.00

Rate per cum %a&!&c&d)(120 % ec*udin+ form,or3 and /c*udin+ " G C) 358#.00

/ SC 4rade M?-0

Case 1 Usin+ concret mier.

Unit = 1 cum


a) Materia*

Cement M9 ,3'5 573'7 %7%'2311

Coarse san! cum ,375 20%375 1%753%'

20 mm Areate cum 310 ,2350 ,,327

10 mm Areate cum 53'0 ,553,0 %5'032,

A!mi"ture 03'F of cement ) 2530 112377 203'

!) a!our

Mate !ay 03, 15307 1773,7

Mason !ay 2300 2%'32 ',35

Ma!oor !ay 22300 177307 %535'

c) Macinery


Generator %% 8A hour ,300 %'23%, 205'31,

-asic ,ost o' a/ou( ateial ec!iney %a2/2c& 'o 15 cum 80020.00


Unit = cum


a) Materia*

Cement M9 513,0 573'7 27%,3'

Coarse san! cum 5'300 20%375 1100237'

20 mm Areate cum ,'30 ,2350 55031%

10 mm Areate cum '%320 ,553,0 2%22305

A!mi"ture 03'F of cement ) 20,3'0 112377 2%2753'

A!mi"er 21,300 112377 2'%5355

!) a!our

Mate !ay 03' 15307 17%37

Mason !ay %350 2%'32 20302

Ma!oor !ay 20300 177307 %5'13'0

c) Macinery


Generator 100 8A hour ,300 1,300 101300

4oa!er hour ,300 11300 712300





-asic ,ost o' a/ou( ateial ec!iney %a2/2c& 'o 1#0 cum -<9>>=.00


%i) Aor so*id s*a! super?structureF 1>?2> of %a&!&c)

#p$ ei+t upto m

'%7300

!$ .ormor) an! stain 1 F of #a@@c$ 1300 3,,

e) "#ereads $ 0.2 on %a&!&c&d) 1'5,,3,7

f) Contractors profit $ 0.1 on %a&!&c&d&e) 72'3%%

Cost for 15 cumK a@@c@!@e@f 01%%13,,Rate per cum %a&!&c&d&e&f)(120 ,,7737,

say 6678.00

Basic Cost of 4aour Material & Mechinery #a@@c$ for120 cum

8/17/2019 SOR-2014-15 (Folder-2).xls



54

Note

1-.2 1800

Unit = 1 T

Taking output = 1 T

a) Materia*

+( ars inclu!in 5F for laps an! astae M9 1305 ',0530% '%,13

Bin!in ire 300 ,2352 50031,

Mate !ay 03'' 15307 13'%

Blac)smith !ay %300 2%'32 70237

Ma!oor !ay 300 177307 1'1,35,

+e ,um -asic ,ost o' a/ou( ateial ec!iney %a2/2c& 108-.00

13<here eer concrete is carrie! out usin atchin planttransit mi"er concrete pump a!mi"ers conformin :+E 10% 03'F of eiht of cement may e a!!e! for achiein!esire! slump of concrete3

23 Cement proi!e! for arious components of the superstructure is for estimatin purpose only3 Actual *uantity ofcement ill e as per approe! mi" !esin3 +imilarly theproision for coarse an! fine areates is for estimatin

purpose an! the e"act *uantity shall e as per the mi"!esin3

%3 9he items li)e nee!le an! surface irators are part ofminor 9 & P hich is alrea!y coere! un!er the oerhea!chares3 As such these items hae not een a!!e!seperately in the rate analysis3

7) Supp*yin+ Ffittin+ and p*acin+ ISD !arreinforcement in super?structure comp*ete as per

dra,in+ and tecnica* specifications

!) a!our for cuttin en!in tyin an! placin in position

8/17/2019 SOR-2014-15 (Folder-2).xls


25

?H@-TA9B0

?@99C@DA E M@TA9C@LF

Ge&<r%pt%on& n%t Rate (in Rs.)

0.0

<uI 150.00

0.6 Loa#%n! an# nloa#%n! of oul#er& K) Manual Mean& <uI 178.00

0.2 tonne 232.00

0.8 ?o&t of Haula!e Ax<lu#%n! Loa#%n! an# nloa#%n!

:%= Furfa<e# 9oa# tonne.kI 7.30

:%%= n&urfa<e# Dravelle# 9oa# tonne.kI 8.80

:%%%= at<ha Tra<k an# Tra<k %n r%ver Ke# / nallah Ke# an# <hoe Ke#. tonne.kI 17.60

CteIo.

Loa n! an un oa n! o &tone ou er / &tone a!!re!ate& / &an /kanker /Aarth/ IooruI. :-la<%n! t%pper at loa#%n! po%nt, loa#%n! w%th fronten# loa#er, #uIp%n!, turn%n! for return tr%p, ex<lu#%n! t%Ie for haula!e an#return tr% =

Loa#%n! an# nloa#%n! of ?eIent, Fteel ,%tuIen,HuIe -%pe :-8= K)Manual Mean& an# &ta<k%n!.

8/17/2019 SOR-2014-15 (Folder-2).xls


26

?H@-TA9B6FCTA ?LA@9@?A


6.0

:%= D%rth froI 233 II to 733 II ea<h 154.00

:%%= D%rth froI 733 II to 433 II ea<h 264.00

:%%%= D%rth froI 433 II to 033 II ea<h 529.00

:%v= D%rth aKove 033 II ea<h 1017.00

6.6 ?lear%n! Dra&& an# 9eIoval of 9uKK%&h he<tare 11161.00

6.2

:%= ) Manual Mean&NB

@ Cn area of l%!ht jun!le he<tare 33689.00

Cn area of thorn) jun!le he<tare 45056.00

:%%= ) Me<han%<al Mean&

@ Cn area of l%!ht jun!le he<tare 39036.00

Cn area of thorn) jun!le he<tare 47173.00

6.8

:%= L%Ie /?eIent ?on<rete

C ) Manual Mean&

@ L%Ie ?on<rete, <eIent <on<rete !ra#e MB03 an# Kelow <uI 223.00

?eIent ?on<rete Dra#e MB01 MB63 <uI 268.00

? -re&tre&&e# / 9e%nfor<e# <eIent <on<rete !ra#e MB63 aKove <uI 728.00

CC ) Me<han%<al Mean& for %teI& o. 636: K= : <=

@ ?eIent ?on<rete Dra#e MB01 MB63 <uI 325.00

-re&tre&&e# / 9e%nfor<e# <eIent <on<rete !ra#e MB63 aKove <uI 553.00

:%%= G%&Iantl%n! r%<k / T%le work

@ Cn l%Ie Iortar <uI 134.00

Cn <eIent Iortar <uI 179.00

? Cn Iu# Iortar <uI 116.00

G Gr) Kr%<k p%t<h%n! or Kr%<k &ol%n! <uI 107.00

:%%%= G%&Iantl%n! Ftone Ma&onr)

@ 9uKKle &tone Ia&onr) %n l%Ie Iortar <uI 152.00

9uKKle &tone Ia&onr) %n <eIent Iortar. <uI 179.00

? 9uKKle Ftone Ma&onr) %n Iu# Iortar. <uI 134.00

G Gr) ruKKle Ia&onr) <uI 125.00

A G%&Iantl%n! &tone p%t<h%n!/ #r) &tone &pall&. <uI 116.00

CteIo.

?utt%n! of Tree&, %n<lu#%n! ?utt%n! of Trunk&, ran<he& an# 9eIoval :?utt%n! oftree&, %n<lu#%n! <utt%n! of trunk&, Kran<he& an# reIoval of &tuIp&, root&, &ta<k%n!of &erv%<eaKle Iater%al w%th all l%ft& an# up to a lea# of 0333 Itr& an# earth Oll%n! %nthe #epre&&%on/p%t.=

ear n! an ru n! oa an . ear n! an !ru n! roa an n< u n!uproot%n! rank ve!etat%on, !ra&&, Ku&he&, &hruK&, &apl%n!& an# tree& !%rth up to 233II, reIoval of &tuIp& of tree& <ut earl%er an# #%&po&al of un&erv%<eaKle Iater%al&an# &ta<k%n! of &erv%<eaKle Iater%al to Ke u&e# or au<t%one# up to a lea# of 0333Ietre& %n<lu#%n! reIoval an# #%&po&al of top or!an%< &o%l not ex<ee#%n! 013 II %nth%<kne&&.=

G%&Iantl%n! of Ftru<ture& :G%&Iantl%n! of ex%&t%n! &tru<ture& l%ke <ulvert&, Kr%#!e&,reta%n%n! wall& an# other &tru<ture <oIpr%&%n! of Ia&onr), <eIent <on<rete, woo#work, &teel work, %n<lu#%n! T- an# &<aPol#%n! wherever ne<e&&ar), &ort%n! the#%&Iantle# Iater%al, #%&po&al of un&erv%<eaKle Iater%al an# &ta<k%n! the &erv%<eaKleIater%al w%th all l%ft& an# lea# of 0333 Ietre&=

8/17/2019 SOR-2014-15 (Folder-2).xls


27

<uI 134.00

:%v=<uI 340.00

:v=

@ Cn<lu#%n! #%&IeIKer%n! tonne 907.00

Ax<lu#%n! #%&IeIKer%n!. tonne 670.00

? Axtra over %teI o: Q = @ an#: Q = for <utt%n! r%vet&. tonne 6.70

:v%= F<rap%n! of Kr%<k& #%&Iantle# froI Kr%<k work %n<lu#%n! &ta<k%n!.

@ Cn l%Ie/?eIent Iortar 781.00

Cn Iu# Iortar 279.00

:v%%= F<rap%n! of Ftone froI #%&Iantle# &tone Ia&onr)

@ Cn <eIent an# l%Ie Iortar <uI 313.00

Cn Mu# Iortar <uI 67.00

:v%%%= F<arp%n! pla&ter %n l%Ie or <eIent Iortar froI Kr%<k/ &tone Ia&onr) &qI 9.60

:%x=

@ p to 733 II #%a Ietre 116.00

@Kove 733 II to 433 II #%a Ietre157.00? @Kove 433 II Ietre 268.00

6.1

C ) Manual Mean&

@ %tuI%nou& <our&e& <uI 413.00

Dranular <our&e& <uI 291.00

CC ) Me<han%<al Mean&

@ %tuI%nou& <our&e <uI 151.00

6.7

<uI 921.00

6.5Ietre 44.00

6.Ietre 8.00

6.4Ietre 11.00

6.03

@ 1th M &tone ea<h 221.00

Er#%nar) M Ftone ea<h 132.00

? He<toIetre Ftone ea<h 26.506.00

Ietre 30.70

6.06

Ietre 108.00

6.02

Ietre 171.00

6.08ea<h 104.00

G%&Iantl%n! Koul#er& la%# %n w%re <rate& %n<lu#%n! open%n! of <rate& an# &ta<k%n!#%&Iantle# Iater%al&.

Roo# work wrou!ht fraIe# an# Oxe# %n fraIe& of tru&&e& upto a he%!ht of 1 IaKove pl%nth level

Fteel work %n all t)pe& of &e<t%on& upto a he%!ht of 1 I aKove pl%nth level ex<lu#%n!<utt%n! of r%vet.

0333nuIKer&

0333nuIKer&

9eIov%n! all t)pe of huIe p%pe& an# &ta<k%n! w%th%n a lea# of 0333 Ietre&%n<lu#%n! earthwork an# #%&Iantl%n! of Ia&onr) work&.

G%&Iantl%n! of lex%Kle -aveIent& :G%&Iantl%n! of Sex%Kle paveIent& an# #%&po&alof #%&Iantle# Iater%al& up to a lea# of 0333 Ietre&, &ta<k%n! &erv%<eaKle an#un&erv%<eaKle Iater%al& &eparatel)=

&Ian n! o eIen on<re e aveIen &Ian n! o <eIen <on<re epaveIent K) Ie<han%<al Iean& u&%n! pneuIat%< tool&, Kreak%n! to p%e<e& notex<ee#%n! 3.36 <uI %n voluIe an# &to<k p%l%n! at #e&%!nate# lo<at%on& an# #%&po&alof #%&Iantle# Iater%al& up to a lea# of 0333 Ietre&, &ta<k%n! &erv%<eaKle an#

un&erv%<eaKle Iater%al& &e aratel =G%&Iantl%n! Duar# 9a%l& :G%&Iantl%n! !uar# ra%l& K) Ianual Iean& an# #%&po&al of#%&Iantle# Iater%al w%th all l%ft& an# up to a lea# of 0333 Ietre&, &ta<k%n!&erv%<eaKle Iater%al& an# un&erv%<eaKle Iater%al& &eparatel).=

G%&Iantl%n! erK Ftone :G%&Iantl%n! kerK &tone K) Ianual Iean& an# #%&po&al of#%&Iantle# Iater%al w%th all l%ft& an# up to a lea# of 0333 Ietre=

G%&Iantl%n! erK Ftone <hannel :G%&Iantl%n! kerK &tone <hannel K) Ianual Iean&an# #%&po&al of #%&Iantle# Iater%al w%th all l%ft& an# up to a lea# of 0333 Ietre=

G%&Iantl%n! %loIetre Ftone :G%&Iantl%n! of k%loIetre &tone %n<lu#%n! <utt%n! ofearth, foun#at%on an# #%&po&al of #%&Iantle# Iater%al w%th all l%ft& an# lea# upto0333 I an# Ka<k Oll%n! of p%t.=

G%&Iantl%n! of en<%n! :G%&Iantl%n! of KarKe# w%re fen<%n!/ w%re Ie&h fen<%n!%n<lu#%n! po&t&, foun#at%on <on<rete, Ka<k Oll%n! of p%t K) Ianual Iean& %n<lu#%n!#%&po&al of #%&Iantle# Iater%al w%th all l%ft& an# up to a lea# of 0333 Ietre&,&ta<k%n! &erv%<eaKle Iater%al an# un&erv%<eaKle Iater%al &eparatel). =

G%&Iantl%n! of ?C Rater -%pe L%ne :G%&Iantl%n! of ?C water p%pe l%ne 733 II #%a%n<lu#%n! #%&po&al w%th all l%ft& an# lea# upto 0333 Ietre& an# &ta<k%n! of&erv%<eaKle Iater%al an# un&erv%<eaKle Iater%al &eparatel) un#er &uperv%&%on of<on<erne# #epartIent=

9eIoval of ?eIent ?on<rete -%pe of Fewer Dutter :9eIoval of <eIent <on<retep%pe of &ewer !utter 0133 II #%a un#er the &uperv%&%on of <on<erne# #epartIent%n<lu#%n! #%&po&al w%th all l%ft& an# up to a lea# of 0333 Ietre& an# &ta<k%n! of&erv%<eaKle an# un&erv%<eaKle Iater%al &eparatel) Kut ex<lu#%n! earth ex<avat%onan# #%&Iantl%n! of Ia&onr) work&.=

9eIoval of Telephone / Ale<tr%< -ole& an# L%ne& :9eIoval of telephone / Ale<tr%<pole& %n<lu#%n! ex<avat%on an# #%&Iantl%n! of foun#at%on <on<rete an# l%ne& un#erthe &uperv%&%on of <on<erne# #epartIent, #%&po&al w%th all l%ft& an# up to a lea# of0333 Ietre& an# &ta<k%n! the &erv%<eaKle an# un&erv%<eaKle Iater%al &eparatel)=

8/17/2019 SOR-2014-15 (Folder-2).xls


28

?H@-TA9B2A@9TH RE9, A9EFCE ?ET9EL @G G9@C@DA


2.0

#i$<uI 186.00

#ii$ :nclu!in ;oyalty ;s3 2'30 per cum cost of aterin rollin & compaction <uI 205.00

ote

<uI 108.00

2.6 :%=

<uI 232.00

:%%=

<uI 251.00

ote

<uI 154.00

2.2

<uI 129.00

2.8

<uI 217.00

2.1

<uI 269.00

2.7

:%=<uI 103.00

:%%=:nclu!in ;oyalty ;s3 2'300 per cum cost of aterin rollin & compaction3 <uI 118.00

2.5

:%=<uI 120.00

:%%=:nclu!in ;oyalty ;s3 2'300 per cum cost of aterin rollin & compaction3 <uI 139.00

2.

@ Me<han%&e# <uI 497.00 Manual Metho# <uI 720.00

CteIo.

Ax<avat%on %n Fo%l K) Manual Mean&. :Ax<avat%on for roa#wa) %n &o%l u&%n! IanualIean& %n<lu#%n! loa#%n! %n tru<k for <arr)%n! of <ut earth to eIKankIent &%te w%thall l%ft& an# lea# upto0333 Ietre&.=

:nclu!in ;oyalty ;s3 2'30 per cum ut e"clu!in the cost of aterin rollin &

compaction

Cn <a&e there %& a &%tuat%on where the <ro&&B&e<t%on %& of <ut an# Oll an# <ut earth %&requ%re# to Ke u&e# %n eIKankIent %n the %IIe#%ate v%<%n%t), the %teI of <arr%a!e %nthe tru<k &hall Ke oI%tte#. %n<lun#%n! 9o)alt) 9&. 68.33 per <uI.

Ax<avat%on %n or#%nar) ro<k K) Ianual Iean& :Ax<avat%on %n or#%nar) ro<k u&%n!Ianual Iean& %n<lu#%n! loa#%n! %n a tru<k an# <arr)%n! of ex<avate# Iater%al toeIKankIent &%te w%th %n all l%ft& an# lea#& upto 0333 Ietre& = %n<lu#%n! 9o)alt) 9&. 68.33 per <uI Kut ex<lu#%n! <o&t of water%n! , roll%n! <oIpa<t%on

6"caation in or!inary roc) usin manual means inclu!in loa!in in a truc) an!carryin of e"caate! material to eman)ment site ith in all lifts an! lea!s upto 1000

metres inclu!in ;oyalty ;s3 2'300 per cum cost of aterin rollin & compaction

:n case there is a situation here the cross-section is of cut an! fill an! cut earth isre*uire! to e use! in eman)ment in the imme!iate icinity the item of carriae in thetruc) shall e omitte! - inclun!in ;oyalty ;s3 2'300 per cum3Ax<avat%on %n Fo%l w%th Go"er w%th lea# upto 033 Ietre& :Ax<avat%on for roa# wa) %n&o%l K) Ie<han%<al Iean& %n<lu#%n! <utt%n! an# pu&h%n! the earth to &%te ofeIKankIent upto a #%&tan<e of 033 Ietre& :avera!e lea#13 Ietre&=, %n<lu#%n!tr%II%n! KottoI an# &%#e &lope& %n a<<or#an<e w%th requ%reIent& of l%ne&, !ra#e&an# <ro&& &e<t%on&.=Ax<avat%on %n Er#%nar) 9o<k w%th Go"er w%th lea# upto 033 Ietre& :Ax<avat%on forroa#wa) %n or#%nar) ro<k K) #eplo)%n! a #o"er, 3 H- %n<lu#%n! <utt%n! an# pu&h%n!the <ut earth to &%te of eIKankIent upto a #%&tan<e of 033 Ietre& : avera!e lea#13 Ietre& =, tr%II%n! KottoI an# &%#e &lope& %n a<<or#an<e w%th the requ%reIent&

of l%ne&, !ra#e& an# <ro&& &e<t%on&.=Ax<avat%on %n Har 9o< requ%r%n! a&t%n! w%t %&po&a upto 0333 Ietre&:Ax<avat%on for roa#wa) %n har# ro<k :requ%r%n! Kla&t%n!= K) #r%ll%n!, Kla&t%n! an#Kreak%n!, tr%II%n! of KottoI an# &%#e &lope& %n a<<or#an<e w%th requ%reIent& ofl%ne&, !ra#e& an# <ro&& &e<t%on&, loa#%n! an# #%&po&al of <ut roa# w%th %n all l%ft& an#lea#& upto 0333 Ietre& =

Ax<avat%on %n Fo%l u&%n! H)#raul%< Ax<avator ? 43 an# T%pper& w%th #%&po&al upto0333 Ietre&. :Ax<avat%on for roa#work %n &o%l w%th h)#raul%< ex<avator of3.4 <uIKu<ket <apa<%t) %n<lu#%n! <utt%n! an# loa#%n! %n t%pper&, tr%II%n! KottoI an# &%#e&lope&, %n a<<or#an<e w%th requ%reIent& of l%ne&, !ra#e& an# <ro&& &e<t%on&, an#tran&port%n! to the eIKankIent lo<at%on w%th%n all l%ft& an# lea# upto 0333I=

:nclu!in ;oyalty ;s3 2'300 per cum ut e"clu!in the cost of aterin rollin &compaction3

x<ava on n r nar) o< u& n! ) rau < x<ava or B an pper& w#%&po&al upto 0333 Ietre&. :Ax<avat%on for roa#wa) %n or#%nar) ro<k w%th h)#raul%<ex<avator of 3.4 <uI Ku<ket <apa<%t) %n<lu#%n! <utt%n! an# loa#%n! %n t%pper&,tran&port%n! to eIKankIent &%te w%th%n all l%ft& an# lea# upto 0333 I, tr%II%n!KottoI an# &%#e &lope& %n a<<or#an<e w%th requ%reIent& of l%ne&, !ra#e& an# <ro&&&e<t%on&.=


Ax<avat%on %n Har# 9o<k :Kla&t%n! proh%K%te#= :Ax<avat%on for roa#wa) %n har# ro<k:Kla&t%n! proh%K%te#= w%th ro<k Kreaker& %n<lu#%n! Kreak%n! ro<k, loa#%n! %n t%pper&an# #%&po&al w%th%n all l%ft& an# lea# upto 0333 Ietre&, tr%II%n! KottoI an# &%#e&lope& %n a<<or#an<e w%th requ%reIent& of l%ne&, !ra#e& an# <ro&& &e<t%on&.=

8/17/2019 SOR-2014-15 (Folder-2).xls


29

2.4

<uI 341.00

2.03

:%=<uI 110.00

:%%= :nclu!in ;oyalty ;s3 2'300 per cum cost of aterin rollin & compaction3 <uI 129.00

2.00<uI 80.00

2.06

&qI 135.00

2.02

:%= Er#%nar) &o%l

@ Manual Mean& :Gepth upto 2 I= <uI 179.00

Me<han%<al Mean& :Gepth upto 2 I= <uI 43.00

:%%= Er#%nar) ro<k :not requ%r%n! Kla&t%n!=

@ Manual Mean& :Gepth upto 2 I= <uI 223.00

Me<han%<al Mean& <uI 57.00

:%%%= Har# ro<k : requ%r%n! Kla&t%n! =

@ Manual Mean& <uI 400.00

:%v= Har# ro<k : Kla&t%n! proh%K%te# =

@ Me<han%<al Mean& <uI 467.00

:v= Mar&h) &o%l

@ Manual Iean& : upto 2 I #epth= <uI 294.00


2.08&qI 14.60

2.01&qI 6.10

2.07

:%= ;ollin ith iratory roller <uI 194.00

:%%= ;ollin ith smooth heele! roller <uI 184.00

2.05



2.0



Ax<avat%on %n Har# 9o<k :<ontrolle# Kla&t%n!= w%th #%&po&al upto 0333 Ietre&:Ax<avat%on for roa#wa) %n har# ro<k w%th <ontrolle# Kla&t%n! K) #r%ll%n!, Kla&t%n! an#Kreak%n!, tr%II%n! of KottoI an# &%#e &lope& %n a<<or#an<e w%th requ%reIent& ofl%ne&, !ra#e& an# <ro&& &e<t%on&, loa#%n! an# #%&po&al of <ut roa# w%th %n all l%ft& an#lea#& upto 0333 Ietre& =

Ax<avat%on %n Mar&h) Fo%l :Ax<avat%on for roa#wa) %n Iar&h) &o%l w%th h)#raul%<ex<avator 3.4 <uI Ku<ket <apa<%t) %n<lu#%n! <utt%n! an# loa#%n! %n t%pper& an##%&po&al w%th %n all l%ft& an# lea# upto 0333 Ietre&, tr%II%n! of KottoI an# &%#e&lope& %n a<<or#an<e w%th requ%reIent& of l%ne&, !ra#e& an# <ro&& &e<t%on&.=


eIova o n&erv <ea e o w &po&a up o Ie re& eIova oun&erv%<eaKle &o%l %n<lu#%n! ex<avat%on, loa#%n! an# #%&po&al upto 0333 Ietre& lea#Kut ex<lu#%n! repla<eIent K) &u%taKle &o%l wh%<h &hall Ke pa%# &eparatel) a& per<lau&e 231.reB&p n! o o< x<ava on ope& arr) n! ou ex<ava on n ar ro< o

a<h%eve a &pe<%Oe# &lope of the ro<k fa<e K) <ontrolle# u&e of explo&%ve& an#Kla&t%n! a<<e&&or%e& %n properl) al%!ne# an# &pa<e# #r%ll hole&, <olle<t%on of theex<avate# ro<k K) a 3 H- #o"er, loa#%n! %n t%pper K) a front en# loa#er an##%&po&%n! of the Iater%al w%th all l%ft& an# lea# upto 0333 I, all a& &pe<%Oe# %n<lau&e o. 232=Ax<avat%on for Ftru<ture& :Aarth work %n ex<avat%on of foun#at%on of &tru<ture& a&per #raw%n! an# te<hn%<al &pe<%O<at%on, %n<lu#%n! &ett%n! out, <on&tru<t%on of&hor%n! an# Kra<%n!, reIoval of &tuIp& an# other #eleter%ou& Iatter, #re&&%n! of&%#e& an# KottoI, Ka<kOll%n! the ex<avat%on earth to the extent requ%re# an#ut%l%&%n! the reIa%n%n! earth lo<all) for roa# work.=

F<ar%f)%n! Ax%&t%n! Dranular Furfa<e to a Gepth of 13 II K) Manual Mean&:F<ar%f)%n! the ex%&t%n! !ranular roa# &urfa<e to a #epth of 13 II an# #%&po&al of&<ar%Oe# Iater%al w%th%n all l%ft& an# lea#& upto 0333 Ietre&. =

F<ar%f)%n! ex%&t%n! K%tuI%nou& &urfa<e to a #epth of 13 II K) Ie<han%<al Iean&:F<ar%f)%n! the ex%&t%n! K%tuI%nou& roa# &urfa<e to a #epth of 13 II an# #%&po&al of&<ar%Oe# Iater%al w%th %n all l%ft& an# lea# upto 0333 Ietre&.=

AIKankIent ?on&tru<t%on w%th Mater%al EKta%ne# froI orrow -%t& :?on&tru<t%on ofeIKankIent w%th approve# Iater%al oKta%ne# froI Korrow p%t& w%th all l%ft& an#lea#&, tran&port%n! to &%te, &prea#%n!, !ra#%n! to requ%re# &lope an# <oIpa<t%n! toIeet requ%reIent of taKle 233B6=

?on&tru<t%on of AIKankIent w%th Mater%al Gepo&%te# froI 9oa#wa) ?utt%n!:?on&tru<t%on of eIKankIent w%th approve# Iater%al& #epo&%te# at &%te froIroa#wa) <utt%n! an# ex<avat%on froI #ra%n an# foun#at%on of other &tru<ture&!ra#e# an# <oIpa<te# to Ieet requ%reIent of taKle 233B6=

?on&tru<t%on of FuK!ra#e an# Aarthen Fhoul#er& :?on&tru<t%on of &uK!ra#e an#earthen &houl#er& w%th approve# Iater%al oKta%ne# froI Korrow p%t& w%th all l%ft& lea#&, tran&port%n! to &%te, &prea#%n!, !ra#%n! to requ%re# &lope an# <oIpa<te# toIeet requ%reIent of taKle o. 233B6=

8/17/2019 SOR-2014-15 (Folder-2).xls


30

2.04 ?oIpa<t%n! Er%!%nal Droun#

?a&eBC



?a&eBCC ?oIpa<t%n! or%!%nal !roun# &upport%n! eIKankIent



2.63<uI 150.00

2.60

<uI 77.00

2.66&qI 37.00

2.62

&qI 142.00

2.68

@ Me<han%<al Iean& Ietre 66.00

Manual Mean& Ietre 45.00

2.61

@ Me<han%<al Mean& Ietre 134.00

Manual Mean& Ietre 67.00

2.67Ietre VALUE

2.65

Ietre 352.00

2.6Ietre 133.00

2.64Ietre 2353.00

2.23

&qI 2.00

2.20

<uI 71.00

2.26<uI 175.00

2.22

<uI 247.00

2.28<uI 306.00

2.21VALUE

?oIpa<t%n! or%!%nal !roun# &upport%n! &uK!ra#e :Loo&en%n! of the !roun# upto alevel of133 II Kelow the &uK!ra#e level, watere#, !ra#e# an# <oIpa<te# %n la)er&to Ieet requ%reIent of taKle 233B6 for &uK!ra#e <on&tru<t%on.=

r pp n! an or n! op o r pp n!, & or n! o op &o ) roa & e a I%nternal an# reBappl%<at%on on eIKankIent &lope&, <ut &lope& an# other area& %nlo<al%t%e& where the ava%laKle eIKankIent Iater%al %& not <on#u<%ve to plantrowth=r pp n!, & or n! an reBa) n! op &o roI orrow area& n a!r<u ure e &.

:Ftr%pp%n! of top &o%l froI Korrow area& lo<ate# %n a!r%<ulture Oel#&, &tor%n! at a&u%taKle pla<e, &prea#%n! an# reBla)%n! after tak%n! the Korrow earth to Ia%nta%nfert%l%t) of the a!r%<ultural Oel#, On%&h%n! %t to the requ%re# level& an# &at%&fa<t%on ofthe farIer.=ur n! w o & urn & n! an a) n! o e ve &o & o perenn a ur orI n !

!ra&& on eIKankIent &lope, ver!e& or other lo<at%on& &hown on the #raw%n! or a&#%re<te# K) the en!%neer %n<lu#%n! preparat%on of !roun#, fet<h%n! of ro#& an#water%n =Fee#%n! an# Mul<h%n! :-reparat%on of &ee# Ke# on prev%ou&l) la%# top &o%l, furn%&h%n!an# pla<%n! of &ee#&, fert%l%"er, Iul<h%n! Iater%al, appl)%n! K%tuI%nou& eIul&%on atthe rate of3.62 l%tre& per &qI an# la)%n! an# Ox%n! jute nett%n!, %n<lu#%n! water%n!for 2 Ionth& all a& per <lau&e 23=

Furfa<e Gra%n& %n Fo%l :?on&tru<t%on of unl%ne# &urfa<e #ra%n& of avera!e <ro&&&e<t%onal area 3.83 &qI %n &o%l to &pe<%Oe# l%ne&, !ra#e&, level& an# #%Ien&%on& tothe requ%reIent of <lau&e 230 an# 234. Ax<avate# Iater%al to Ke u&e# %neIKankIent w%th%n a lea# of13 Ietre& :avera!e lea# 61 Ietre&==

Furfa<e Gra%n& %n Er#%nar) 9o<k :?on&tru<t%on of unl%ne# &urfa<e #ra%n of avera!e<ro&& &e<t%onal area 3.8 &qI %n or#%nar) ro<k to &pe<%Oe# l%ne&, !ra#e&, level& an##%Ien&%on& a& per approve# #e&%!n an# to the requ%reIent of <lau&e 230 to 234.Ax<avate# Iater%al to Ke u&e# %n eIKankIent at &%te.=

Furfa<e Gra%n& %n Har# 9o<k :9ate per Ietre Ia) Ke worke# out Ka&e# on quant%t)

of har# ro<k a& per #e&%!n.=FuK Furfa<e Gra%n& w%th -erforate# -%pe :?on&tru<t%on of &uK&urfa<e #ra%n w%thperforate# p%pe of 033 II %nternal #%aIeter of Ietal/ a&Ke&to& <eIent/ <eIent<on<rete/-Q?, <lo&el) jo%nte#, perforat%on& ran!%n! froI 2 II to 7 II #epen#%n!upon &%"e of Iater%al &urroun#%n! the p%pe, w%th 013 II Ke##%n! Kelow the p%pean# 233 II <u&h%on aKove the p%pe, <ro&& &e<t%on of ex<avat%on 813 x 113 II.Ax<avate# Iater%al to Ke ut%l%&e# %n roa#wa) at &%te =

@!!re!ate FuKB Furfa<e Gra%n& :?on&tru<t%on of a!!re!ate &uK &urfa<e #ra%n 233II x 813 II w%th a!!re!ate& <onforI%n! to taKle 233B8, ex<avate# Iater%al to Keut%l%&e# %n roa#wa) =

n#er!roun# Gra%n at A#!e of -aveIent :?on&tru<t%on of an un#er!roun# #ra%n 0 Ix 0 I :%n&%#e #%Ien&%on&= l%ne# w%th 9??B63 <I th%<k an# <overe# w%th 9?? &laK03<I %n th%<kne&& on urKan roa#&=

-reparat%on an# Furfa<e TreatIent of forIat%on. :-reparat%on an# &urfa<e treatIent

of forIat%on K) reIov%n! Iu# an# &lurr), water%n! to the extent nee#e# to Ia%nta%nthe #e&%re# Io%&ture <ontent, tr%II%n! to the requ%re# l%ne, !ra#e, proOle an# roll%n!w%th B03 tonne &Iooth wheele# roller, <oIplete a& per <lau&e 203.=

on& ru< on o o< I an Ien on& ru< on o ro< eI an Ien wKroken har# ro<k fra!Ient& of &%"e not ex<ee#%n! 233 II la%# %n la)er& notex<ee#%n! 133 II th%<k %n<lu#%n! Oll%n! of &urfa<e vo%#& w%th &tone &pall&, Kl%n#%n!top la)er w%th !ranular Iater%al, rolle# w%th v%Krator) roa# roller, all <oIplete a& per<lau&e 202=Ax<avat%on %n H%ll @rea %n Fo%l K) Me<han%<al Mean& :Ax<avat%on %n &o%l %n h%ll) areaK) Ie<han%<al Iean& %n<lu#%n! <utt%n! an# tr%II%n! of &%#e &lope& an# #%&po&%n! ofex<avate# earth w%th all l%ft& an# lea# upto 0333 Ietre&=

Ax<avat%on %n H%ll) @rea %n Er#%nar) 9o<k K) Me<han%<al Mean& not 9equ%r%n!la&t%n!. :Ax<avat%on %n h%ll) area %n or#%nar) ro<k not requ%r%n! Kalla&t%n! K)Ie<han%<al Iean& %n<lu#%n! <utt%n! an# tr%II%n! of &lope& an# #%&po&al of <utIater%al w%th all l%ft an# lea# upto 0333 Ietre& =

Ax<avat%on %n H%ll) @rea& %n Har# 9o<k 9equ%r%n! la&t%n! :Ax<avat%on %n h%ll) area& %nhar# ro<k requ%r%n! Kla&t%n!, K) Ie<han%<al Iean& %n<lu#%n! tr%II%n! of &lope& an##%&po&al of <ut Iater%al w%th all l%ft& an# lea# upto 0333 Ietre&.=

Rork %n rKan 9oa#& :The <o&t of earth work %n urKan roa#& %nhaK%te# area w%ll Ke<oIparat%vel) h%!her #ue to follow%n! rea&on&N=

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31

2.27

<uI 113.00

AI an Ient ?on&tru<t%on w%t ) a& /-on a& ava% a e roI <oa or %!n%teKurn%n! TherIal -lant& a& wa&te Iater%al. :?on&tru<t%on of eIKankIent w%th S) a&h<onforI%n! to taKle 0 of C9?N F-N 1 B 6330 oKta%ne# froI <oal or l%!n%te Kurn%n!therIal power &tat%on& a& wa&te Iater%al, &prea# an# <oIpa<te# %n la)er of 633IIth%<kne&& ea<h at EM?, all a& &pe<%Oe# %n C9?N F-N 1B6330 an# a& per approve#

lan&.=

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32

!A"#ER$4

SU%$%ASES& %ASES ( ''$ %#U*'US) A'+ S!UL+ERS


8.0 Dranular FuKBKa&e w%th ?lo&e Dra#e# Mater%al :TaKleNB 833B0=

@

:%= for !ra#%n!B C Mater%al <uI 1328.00

:%%= for !ra#%n!B CC Mater%al <uI 1296.00

:%%%= for !ra#%n!BCCC Mater%al <uI 1169.00




8.6




8.2

@ ) Me<han%<al Mean& <uI 445.00 ) Manual Mean& <uI 429.00

8.8

<uI 502.00

8.1

<uI 711.00

8.7

:%= or FuKBa&e <our&e <uI 1832.00

:%%= or a&e <our&e <uI 1398.00

8.5

%= 61 II #eep furrow <utt%n! &qI 2.30

%%= 13 II #eep furrow <utt%n! &qI 4.60

CteIo.

-lant M%x Metho# :?on&tru<t%on of !ranular &uKBKa&e K) prov%#%n! <lo&e!ra#e# Mater%al, I%x%n! %n a Ie<han%<al I%x plant at EM?, <arr%a!e ofI%xe# Mater%al to work &%te, &prea#%n! %n un%forI la)er& w%th Iotor !ra#er

on prepare# &urfa<e an# <oIpa<t%n! w%th v%Krator) power roller to a<h%evethe #e&%re# #en&%t), <oIplete a& per <lau&e 830 =

) M%x %n -la<e Metho# :?on&tru<t%on of !ranular &uKBKa&e K) prov%#%n!<lo&e !ra#e# Iater%al, &prea#%n! %n un%forI la)er& w%th Iotor !ra#er onprepare# &urfa<e, I%x%n! K) I%x %n pla<e Ietho# w%th rotavator at EM?,an# <oIpa<t%n! w%th v%Krator) roller to a<h%eve the #e&%re# #en&%t),<oIplete a& per <lau&e 830=

Dranular FuKBa&e w%th ?oar&e Dra#e# Mater%al : TaKleNB 833B 6=:?on&tru<t%on of !ranular &uKBKa&e K) prov%#%n! <oar&e !ra#e# Iater%al,&prea#%n! %n un%forI la)er& w%th Iotor !ra#er on prepare# &urfa<e, I%x%n!K) I%x %n pla<e Ietho# w%th rotavator at EM?, an# <oIpa<t%n! w%thv%Krator) roller to a<h%eve the #e&%re# #en&%t), <oIplete a& per <lau&e 830=

L%Ie FtaK%l%&at%on for CIprov%n! FuK!ra#e :La)%n! an# &prea#%n! ava%laKle&o%l %n the &uK!ra#e on a prepare# &urfa<e, pulver%&%n!, I%x%n! the &prea#&o%l %n pla<e w%th rotavator w%th 2 &lake# l%Ie hav%n! I%n%IuI <ontent of53 of ?aE, !ra#%n! w%th Iotor !ra#er an# <oIpa<t%n! w%th the roa# rollerat EM? to the #e&%re# #en&%t) to forI a la)er of %Iprove# &uK !ra#e=

L%Ie Treate# Fo%l for FuKB a&e :-rov%#%n!, la)%n! an# &prea#%n! &o%l on aprepare# &uK !ra#e, pulver%&%n!, I%x%n! the &prea# &o%l %n pla<e w%throtavator w%th 2 &lake# l%Ie w%th I%n%IuI <ontent of 53 of ?aE,!ra#%n! w%th Iotor !ra#er an# <oIpa<t%n! w%th the roa# roller at EM? toa<h%eve at lea&t 4of the Iax #r) #en&%t) to forI a la)er of &uK Ka&e.=

?eIent Treate# Fo%l FuK a&e/ a&e :-rov%#%n!, la)%n! an# &prea#%n! &o%l ona prepare# &uK !ra#e, pulver%&%n!, a##%n! the #e&%!ne# quant%t) of <eIentto the &prea# &o%l, I%x%n! %n pla<e w%th rotavator, !ra#%n! w%th the Iotor!ra#er an# <oIpa<t%n! w%th the roa# roller at EM? to a<h%eve the #e&%re#un<onOne# <oIpre&&%ve &tren!th an# to forI a la)er of &uKBKa&e/Ka&e.=

?eIent Treate# ?ru&he# 9o<k or <oIK%nat%on a& per <lau&e 832.6 an# taKle833.8 %n FuK Ka&e/ a&e :-rov%#%n!, la)%n! an# &prea#%n! Mater%al on aprepare# &uK !ra#e, a##%n! the #e&%!ne# quant%t) of <eIent to the &prea#Mater%al, I%x%n! %n pla<e w%th rotavator, !ra#%n! w%th the Iotor !ra#er an#<oIpa<t%n! w%th the roa# roller at EM? to a<h%eve the #e&%re# un<onOne#<oIpre&&%ve &tren!th an# to forI a la)er of &uKBKa&e/Ka&e.=

a n! II x II urrow& a n! II x II urrow&, II#eep, 813 to the <enter l%ne of the roa# an# at one Ietre %nterval %n theex%&t%n! th%n K%tuI%nou& wear%n! <oar&e %n<lu#%n! &weep%n! an# #%&po&al ofex<avate# Iater%al w%th%n 0333 Ietre& lea#

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33

8.<uI 397.00

8.4

@ ) Manual Mean&

:%= Dra#%n!B C :&%n! F<reen%n! ?ru&haKle t)pe &u<h a& MooruI or Dravel=

:a= &%n! F<reen%n! ?ru&haKle t)pe &u<h a& MooruI or Dravel :w%th Q%Krator) 9oller= <uI 1007.00

R%th FIooth 2 wheele# Fteel 9oller <uI 998.00

:K= &%n! F<reen%n! T)peB@ :02.6II @!!.= :w%th Q%Krator) 9oller= <uI 1179.00


:%%= Dra#%n!B CC :&%n! F<reen%n! ?ru&haKle t)pe &u<h a& MooruI or Dravel=





:<= &%n! F<reen%n! T)peB :00.6II @!!.= :w%th Q%Krator) 9oller= <uI 1236.00


:%%%= Dra#%n!B CCC :&%n! F<reen%n! ?ru&haKle t)pe &u<h a& MooruI or Dravel=



:K= &%n! F<reen%n! T)peB :00.6II @!!.= :w%th Q%Krator) 9oller= <uI 1248.00


) Me<han%<al Mean&N

:%= Dra#%n!B C :&%n! F<reen%n! ?ru&haKle t)pe &u<h a& MooruI or Dravel=





:%%= Dra#%n!B CC :&%n! F<reen%n! ?ru&haKle t)pe &u<h a& MooruI or Dravel=





:<= &%n! F<reen%n! T)peB :00.6II @!!.= :w%th Q%Krator) 9oller= <uI 1152.00


:%%%= Dra#%n!B CCC :&%n! F<reen%n! ?ru&haKle t)pe &u<h a& MooruI or Dravel=



:K= &%n! F<reen%n! T)peB :00.6II @!!.= :w%th Q%Krator) 9oller= <uI 1164.00


8.03

R%th Q%Krator) 9oller <uI 227.00


8.00

&qI 19.40

nver e o e on& ru< on o nver e < o e ) prov n!, a) n!,&prea#%n! an# <oIpa<t%n! &<reen%n! t)pe/ <oar&e &an# of &pe<%Oe# !ra#e%n un%forI la)er on a prepare# &urfa<e w%th Iotor !ra#er an# <oIpa<t%n!w%th ower roller et<Rater oun# Ma<a#aI :-rov%#%n!, la)%n!, &prea#%n! an# <oIpa<t%n! &tonea!!re!ate& of &pe<%O< &%"e& to water Koun# Ia<a#aI &pe<%O<at%on %n<lu#%n!&prea#%n! %n un%forI th%<kne&&, han# pa<k%n!, roll%n! w%th v%Krator) roller B03tonne& / FIooth 2 wheele# Fteel 9oller %n &ta!e& to proper !ra#e an# <aIKer,appl)%n! an# KrooI%n! requ%&%te t)pe of &<reen%n!/ K%n#%n! Mater%al& to Oll up the%nter&t%<e& of <oar&e a!!re!ate, water%n! an# <oIpa<t%n! to the requ%re# #en&%t).=

?ru&he# ?eIent ?on<rete FuKBKa&e / a&e :reak%n! an# <ru&h%n! of Iater%aloKta%ne# K) Kreak%n! #aIa!e# <eIent <on<rete &laK& to &%"e ran!e not ex<ee#%n!51 II a& &pe<%Oe# %n taKle 833.5 tran&port%n! the a!!re!ate& oKta%ne# froI

Kreak%n! of <eIent <on<rete &laK& at a lea# of L kI., la)%n! an# <oIpa<t%n! the&aIe a& &uK Ka&e/ Ka&e <our&e, <on&tru<te# a& RM to <lau&e 838 ex<ept the u&e of&<reen%n! or K%n#%n! Mater%al.=

-enetrat%on ?oat Ever Top La)er of ?ru&he# ?eIent ?on<rete a&e :Fpra)%n! ofK%tuIen over <leane# #r) &urfa<e of <ru&he# <eIent <on<rete Ka&e at the rate of 61k! per 03 &qI K) a K%tuIen pre&&ure #%&tr%Kutor, &prea#%n! of ke) a!!re!ate& at therate of 3.02 <uI per 03 &qI K) a Ie<han%<al !r%tter an# roll%n! the &urfa<e a& per<lau&e 137.2.=

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34

8.06

R%th Q%Krator) 9oller <uI 1290.00


8.02

<uI 177.00

8.08<uI 209.00

8.01 ?on&tru<t%on of Fhoul#er& :@. Aarthen Fhoul#er&=

.= Har# Fhoul#er& VALUE

?.= -ave# Fhoul#er& VALUE

8.07

&qI 622.00

8.05

@ ) M%x %n -la<e Metho#

:%= or 12 II Iax%IuI &%"e <uI 919.00

:%%= or 81 II Iax%IuI &%"e <uI 953.00

) M%x%n! -lant N

:%= or 12 II Iax%IuI &%"e <uI 1097.00

:%%= or 81 II Iax%IuI &%"e <uI 1147.00

8.0

<uI 478.00

Ret M%x Ma<a#aI :-rov%#%n!, la)%n!, &prea#%n! an# <oIpa<t%n! !ra#e# &tonea!!re!ate to wet I%x Ia<a#aI &pe<%O<at%on %n<lu#%n! preI%x%n! the Mater%al w%thwater at EM? %n Ie<han%<al I%x plant <arr%a!e of I%xe# Mater%al K) t%pper to &%te,la)%n! %n un%forI la)er& w%th paver %n &uKB Ka&e / Ka&e <our&e on well prepare#&urfa<e an# <oIpa<t%n! w%th v%Krator) roller to a<h%eve the #e&%re# #en&%t).=

?on&tru<t%on of Me#%an an# C&lan# w%th Fo%l Taken froI 9oa#wa) ?utt%n!:?on&tru<t%on of Me#%an an# C&lan# aKove roa# level w%th approve# Iater%al#epo&%te# at &%te froI roa#wa) <utt%n! an# ex<avat%on for #ra%n an# foun#at%on ofother &tru<ture&, &prea#, !ra#e# an# <oIpa<te# a& per <lau&e 835=

?on&tru<t%on of Me#%an an# C&lan# w%th Fo%l Taken froI orrow @rea& :?on&tru<t%onof Ie#%an an# C&lan# aKove roa# level w%th approve# Iater%al Krou!ht froI Korrowp%t&, &prea#, &lope# an# <oIpa<te# a& per <lau&e 835=

ootpath& an# Feparator& :?on&tru<t%on of footpath/&eparator K) prov%#%n! a 013II <oIpa<te# !ranular &uK Ka&e a& per <lau&e 830 an# 61 II th%<k <eIent<on<rete !ra#e M01, over la%# w%th pre<a&t <on<rete t%le& %n <eIent Iortar 0N2%n<lu#%n! prov%&%on of all #ra%na!e arran!eIent& Kut ex<lu#%n! kerK <hannel.=

?ru&her 9un Ma<a#aI a&e :-rov%#%n! <ru&he# &tone a!!re!ate, #epo&%t%n! on aprepare# &urfa<e K) haul%n! veh%<le&, &prea#%n! an# I%x%n! w%th a Iotor !ra#er,

water%n! an# <oIpa<t%n! w%th a v%Krator) roller to <lau&e 803 to forI a la)er of &uKBKa&e/a&e=

L%Ie, l) a&h &taKal%&e# &o%l &uKBKa&e :?on&tru<t%on of FuKBKa&e u&%n! l%Ie B S) a&ha#I%xture w%th !ranular &o%l, free froI or!an%< Iatter/ #eleter%ou& Iater%al or<la)e) &%lt& an# low pla&t%<%t) <la)& hav%n! -C Ketween 1 an# 63 an# l%qu%# l%I%t le&&than 61 an# <oIIer<%al #r) l%Ie, &lake# at &%te or preB&lake# w%th ?aE <ontent notle&& than 13, S) a&h to <onforI to !ra#at%on a& per <lau&e 8.2 of C9?N B048,l%Ie U S) a&h <ontent ran!%n! Ketween 03 to 23, the I%n%IuI unB<onOne#

<oIpre&&%ve &tren!th an# ?9 value after 6 #a)& <ur%n! an# 8 #a)& &oak%n! to Ke5.1 k!/&q, <I an# 61 re&pe<t%vel), all a& &pe<%Oe# %n C9?N B048=

8/17/2019 SOR-2014-15 (Folder-2).xls


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36

:%= for Dra#%n! C : 83 II noI%nal &%"e = <uI 8452.00

:%%= for Dra#%n!CC:04 II noI%nal &%"e= <uI 8531.00

8/17/2019 SOR-2014-15 (Folder-2).xls


37

1.5



1.5 @



1.

:%= for Dra#%n!BC : 02 II noI%nal &%"e = <uI 10521.00

:%%= for Dra#%n!BCC:03 II noI%nal &%"e= <uI 10364.00

1.4

?a&e B0 04 II noI%nal <h%pp%n! &%"e &qI 98.00

?a&e B CC 02 II noI%nal &%"e <h%pp%n! &qI 79.00

FeI% B Gen&e %tuI%nou& ?on<rete :-rov%#%n! an# la)%n! &eI% #en&e K%tuI%nou&<on<rete w%th 033B063 T-H Kat<h t)pe HM- pro#u<%n! an avera!e output of 51tonne& per hour u&%n! <ru&he# a!!re!ate& of &pe<%Oe# !ra#%n!, preI%xe# w%thK%tuI%nou& K%n#er 8.1 to 1 of I%x an# Oller, tran&port%n! the hot I%x to work&%te, la)%n! w%th a h)#ro&tat%< paver On%&her w%th &en&or <ontrol to the requ%re#!ra#e, level an# al%!nIent, roll%n! w%th &Iooth wheele#, v%Krator) an# tan#eIroller& to a<h%eve the #e&%re# <oIpa<t%on a& per Mo9TH &pe<%O<at%on <lau&e o. 13<oIplete %n all re&pe<t&=

FeI% B Gen&e %tuI%nou& ?on<rete :-rov%#%n! an# la)%n! &eI% #en&e K%tuI%nou&

<on<rete w%th 033B063 T-H Kat<h t)pe HM- pro#u<%n! an avera!e output of 51tonne& per hour u&%n! <ru&he# a!!re!ate& of &pe<%Oe# !ra#%n!, preI%xe# w%thK%tuI%nou& K%n#er 8.1 to 1 of I%x an# Oller, tran&port%n! the hot I%x to work&%te, la)%n! w%th a h)#ro&tat%< paver On%&her w%th &en&or <ontrol to the requ%re#!ra#e, level an# al%!nIent, roll%n! w%th &Iooth wheele#, v%Krator) an# tan#eIroller& to a<h%eve the #e&%re# <oIpa<t%on a& per Mo9TH &pe<%O<at%on <lau&e o. 13<oIplete %n all re&pe<t&= w%th Mo#%Oe# Dra#e# %tuIen.

%tuI%nou& ?on<rete -rov% %n! an a)%n! %tuI%nou& <on<rete w%t 033B063 T-HKat<h t)pe hot I%x plant pro#u<%n! an avera!e output of 51 tonne& per hour u&%n!<ru&he# a!!re!ate& of &pe<%Oe# !ra#%n!, preI%xe# w%th K%tuI%nou& K%n#er 1.8 to1.7 of I%x an# Oller, tran&port%n! the hot I%x to work &%te, la)%n! w%th ah)#ro&tat%< paver On%&her w%th &en&or <ontrol to the requ%re# !ra#e, level an#al%!nIent, roll%n! w%th &Iooth wheele#, v%Krator) an# tan#eI roller& to a<h%eve the#e&%re# <oIpa<t%on a& per ME9TH &pe<%O<at%on <lau&e o. 134 <oIplete %n allre&pe<t&=

Furfa<e Gre&&%n! :-rov%#%n! an# la)%n! &urfa<e #re&&%n! a& wear%n! <our&e %n &%n!le<oat u&%n! <ru&he# &tone a!!re!ate& of &pe<%Oe# &%"e on a la)er of K%tuI%nou&K%n#er la%# on prepare# &urfa<e an# roll%n! w%th B03 tonne &Iooth wheele# &teelroller=

8/17/2019 SOR-2014-15 (Folder-2).xls


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39

1.63

tonne VALUE

1.60 ?ra<k -revent%on ?our&e&

:%=

&qI 67.00

:%%=

&qI 82.00

:%%%=

&qI 110.00

:%v=

&qI 149.00

1.66

:%= 51 II th%<kne&& <uI 7201.00

:%%= 83 II th%<kne&& <uI 10196.00

:%%%= 61 II th%<kne&& <uI 11515.00

1. @

10671.00

:%%= for Dra#%n!BCC:03 II noI%nal &%"e= 10514.001.

<uI 9847.00

:%%= for Dra#%n!BCC:03 II noI%nal &%"e= <uI 9689.00

Mo#%Oe# %n#er :Fuppl) of Io#%Oe# K%n#er pro#u<e# K) I%x%n! K%tuIenw%th Io#%Oer &u<h a& natural ruKKer or <ruIK ruKKer or an) other pol)Ierfoun# <oIpat%Kle w%th K%tuIen an# wh%<h allow& propert%e& !%ven %n <lau&e160.2 an# C9?N F-N 12 Klen#%n! of Io#%Oer w%th K%tuIen to Ke #one e%therat the reOner) or at the &%te plant <apaKle of pro#u<%n! the Io#%Oe# K%n#erto Ke #el%vere# %n #ruI& wh%<h &hall Ke a!%tate# %n Ielte# <on#%t%on u&%n!&u%taKle #ev%<e Kefore u&e to en&ure un%forI #%&per&%on.=

Ftre&& @K&orK%n! MeIKrane :F@M= <ra<k w%#th le&& than 7 II :-rov%#%n!an# la)%n! of a &tre&& aK&orK%n! IeIKrane over a <ra<ke# roa# &urfa<e,

w%th <ra<k w%#th Kelow 7 II after <lean%n! w%th a Ie<han%<al KrooI, u&%n!Io#%Oe# K%n#er <oIpl)%n! w%th <lau&e 160, &pra)e# at the rate of 4 k! per03 &qI an# &prea#%n! 1.7 II <ru&he# &tone a!!re!ate& 3.00 <uI per03 &qI w%th h)#raul%< <h%p &prea#er, &weep%n! the &urfa<e for un%forI&prea# of a!!re!ate& an# &urfa<e On%&he# to <onforI to <lau&e 436.=

Ftre&& @K&orK%n! MeIKrane :F@M= w%th <ra<k w%#th 7 II to 4 II:-rov%#%n! an# la)%n! of a &tre&& aK&orK%n! IeIKrane over a <ra<ke# roa#&urfa<e, w%th <ra<k w%#th 7 to 4 II after <lean%n! w%th a Ie<han%<alKrooI, u&%n! Io#%Oe# K%n#er <oIpl)%n! w%th <lau&e 160, &pra)e# at therate of 00 k! per 03 &qI an# &prea#%n! 00.6 II <ru&he# &tone a!!re!ate& 3.06 <uI per 03 &qI, &weep%n! the &urfa<e for un%forI &prea# ofa!!re!ate& an# &urfa<e On%&he# to <onforI to <lau&e 436.=

Ftre&& @K&orK%n! MeIKrane :F@M= <ra<k w%#th aKove 4 II an# <ra<ke#

area aKove 13 :-rov%#%n! an# la)%n! a &%n!le <oat of a &tre&& aK&orK%n!IeIKrane over a <ra<ke# roa# &urfa<e, w%th <ra<k w%#th aKove 4 II an#<ra<ke# area aKove 13 after <lean%n! w%th a Ie<han%<al KrooI, u&%n!Io#%Oe# K%n#er <oIpl)%n! w%th <lau&e 160, &pra)e# at the rate of 01 k! per03 &qI an# &prea#%n! 00.6 II <ru&he# &tone a!!re!ate& 3.06 <uI per03 &qI, &weep%n! the &urfa<e for un%forI &prea# of a!!re!ate& an# &urfa<eOn%&he# to <onforI to <lau&e 436.=

?a&e B CQ N %tuIen CIpre!nate# Deotext%le :-rov%#%n! an# la)%n! a K%tuIen%Ipre!nate# !eotext%le la)er after <lean%n! the roa# &urfa<e, !eotext%le<onforI%n! to requ%reIent& of <lau&e 538.2, la%# over a ta<k <oat w%th 0.31k! per &qI of pav%n! !ra#e K%tuIen 3 B 033 penetrat%on an# <on&tru<te#to the requ%reIent of <lau&e 538.8.1=

9e<%pe ?ol# M%x :-rov%#%n! an# la)%n! of preI%x of <ru&he# &tonea!!re!ate& an# eIul&%on K%n#er, I%xe# %n a Kat<h t)pe <ol# I%x%n! plant,la%# over prepare# &urfa<e, K) paver On%&her, rolle# w%th a pneuIat%< t)re#roller %n%t%all) an# On%&he# w%th a &Iooth &teel wheel roller, all a& per <lau&e104.2=

%tuI%nou& ?on<rete :-rov%#%n! an# la)%n! K%tuI%nou& <on<rete w%th 033B063 T-H Kat<ht)pe hot I%x plant pro#u<%n! an avera!e output of 51 tonne& per hour u&%n! <ru&he#a!!re!ate& of &pe<%Oe# !ra#%n!, preI%xe# w%th K%tuI%nou& K%n#er 1.8 to 1.7 of I%xan# Oller, tran&port%n! the hot I%x to work &%te, la)%n! w%th a h)#ro&tat%< paver On%&herw%th &en&or <ontrol to the requ%re# !ra#e, level an# al%!nIent, roll%n! w%th &Ioothwheele#, v%Krator) an# tan#eI roller& to a<h%eve the #e&%re# <oIpa<t%on a& per ME9TH&pe<%O<at%on <lau&e o. 134 <oIplete %n all re&pe<t&= w%th Mo#%fe# Dra#e# %tuIen.:%= for Dra#%n!BC : 02 II noI%nal &%"e =

%tuI%nou& ?on<rete :-rov%#%n! an# la)%n! K%tuI%nou& <on<rete w%th 033B063 T-H Kat<ht)pe hot I%x plant pro#u<%n! an avera!e output of 51 tonne& per hour u&%n! <ru&he#a!!re!ate& of &pe<%Oe# !ra#%n!, preI%xe# w%th K%tuI%nou& K%n#er 1.8 to 1.7 of I%xan# Oller, tran&port%n! the hot I%x to work &%te, la)%n! w%th a h)#ro&tat%< paver On%&herw%th &en&or <ontrol to the requ%re# !ra#e, level an# al%!nIent, roll%n! w%th &Ioothwheele#, v%Krator) an# tan#eI roller& to a<h%eve the #e&%re# <oIpa<t%on a& per ME9TH&pe<%O<at%on <lau&e o. 134 <oIplete %n all re&pe<t&= w%th ulk QD23 %tuIen.:%= for Dra#%n!BC : 02 II noI%nal &%"e =

8/17/2019 SOR-2014-15 (Folder-2).xls


40

CteI o. Ge&<r%pt%on& n%t Rate (in Rs.)

7.0

<uI 2258.00

7.6

<uI 5113.00

7.2

<uI 2609.00

7.8

Va/ue

7.1

<uI 2130.00

7.7

<uI 4718.00

!A"#ER$6

E*E'# 'RE#E "AVE*E'#S

Gr) Lean ?eIent ?on<rete FuKB Ka&e :?on&tru<t%on of #r) lean <eIent<on<rete FuKB Ka&e over a prepare# &uKB!ra#e w%th <oar&e an# Onea!!re!ate <onforI%n! to CFN 22, the &%"e of <oar&e a!!re!ate notex<ee#%n! 61 II, a!!re!ate <eIent rat%o not to ex<ee# 01N0, a!!re!ate!ra#at%on after Klen#%n! to Ke a& per taKle 733B0, <eIent <ontent not to Kele&& than 013 k!/ <uI, opt%IuI Io%&ture <ontent to Ke #eterI%ne# #ur%n!tr%al len!th <on&tru<t%on, <on<rete &tren!th not to Ke le&& than 03 Mpa at 5

#a)&, I%xe# %n a Kat<h%n! plant, tran&porte# to &%te, la%# w%th a paver w%thele<tron%< &en&or, <oIpa<t%n! w%th B03 tonne& v%Krator) roller, On%&h%n!an# <ur%n!.=

?eIent ?on<rete -aveIent :?on&tru<t%on of unBre%nfor<e#, #owel jo%nte#,pla%n <eIent <on<rete paveIent over a prepare# &uK Ka&e w%th 82 !ra#e<eIent 833 k! per <uI, <oar&e an# One a!!re!ate <onforI%n! to CF 22,Iax%IuI &%"e of <oar&e a!!re!ate not ex<ee#%n! 61 II, I%xe# %n aKat<h%n! an# I%x%n! plant a& per approve# I%x #e&%!n, tran&porte# to &%te,la%# w%th a Oxe# forI or &l%p forI paver, &prea#, <oIpa<te# an# On%&he# %na <ont%nuou& operat%on %n<lu#%n! prov%&%on of <ontra<t%on, expan&%on,<on&tru<t%on an# lon!%tu#%nal jo%nt&, jo%nt Oller, &eparat%on IeIKrane,&ealant pr%Ier, jo%nt &ealant, #eKon#%n! &tr%p, #owel Kar, t%e ro#, a#I%xture&a& approve#, <ur%n! <oIpoun#, On%&h%n! to l%ne& an# !ra#e& a& per#raw%n! =

9olle# ?eIent ?on<rete a&e :?on&tru<t%on of rolle# <eIent <on<rete Ka&e<our&e w%th <oar&e an# One a!!re!ate <onforI%n! to CFN22, the &%"e of<oar&e a!!re!ate not ex<ee#%n! 61 II w%th I%n%IuI, a!!re!ate <eIentrat%o01N0 an# I%n%IuI <eIent <ontent of 633 k!/<uI, a!!re!ate!ra#at%on to Ke a& per taKle 733B8 after Klen#%n!, I%x%n! %n Kat<h%n! plantat opt%IuI Io%&ture <ontent, tran&port%n! to &%te, la)%n! w%th a paver w%thele<tron%< &en&or, <oIpa<t%n! w%th B03 tonne& &Iooth wheele# v%Krator)roller to a<h%eve, the #e&%!ne# Sexural &tren!th, On%&h%n! an# <ur%n!.=

Tran&%t%on &e<t%on etween r%!% an ex% e paveIent Gue to < an!e %nthe propert%e& of Iater%al& an# t)pe of <on&tru<t%on, a !ra#ual <han!eoverfroI r%!%# paveIent to Sex%Kle paveIent %& #e&%raKle to avo%# an) #aIa!eat the Kutt%n! jo%nt. @fter prov%&%on of an expan&%on jo%nt %n the <eIent<on<rete &laK, the th%<kne&& of &laK &houl# Ke tapere# to 03 <I over alen!th of 2 I towar#& the Sex%Kle paveIent. The #eO<%en<) of th%<kne&&<au&e# #ue to taper%n! of the &laK &houl# Ke Ia#e up K) the a&phalt%<la er&.=?on&tru<t%on of a&e/FuKBKa&e of paveIent w%th lean <on<rete B S) a&h.:?on&tru<t%on of a&e/&uKBKa&e u&%n! <eIent, &an#, S) a&h an# <oar&ea!!re!ate& proport%one# a& per taKle 8 of C9?N 58/0454 an# w%th water<ontent rat%o, &luIp an# <oIpre&&%ve &tren!th a& #eOne# %n the &a%# taKle,I%x prepare# %n a Kat<h%n! an# I%x%n! plant an# <oIpa<te# w%th av%Krator) roller B03 tonne& <apa<%t) w%th%n the t%Ie l%I%t la%# #own v%#e<lau&e 5.7.2 of C9?N 58B0454, <on&tru<t%on jo%nt& properl) forIe# at the en#of #a)V& work, <ure# for 08 #a)&, all a& &pe<%Oe# %n C9?N 58B0454 an# a& perapprove# plan&.=?eIent B ) a& <on<rete paveIent. ?on&tru<t on re n or<e Bre n or<e ,#owel jo%nte#, pla%n <eIent <on<rete paveIent over a prepare# &uK Ka&ew%th 82 !ra#e <eIent, <oar&e an# One a!!re!ate <onforI%n! to CF 22,Iax%IuI &%"e of <oar&e a!!re!ate not ex<ee#%n! 61 II, repla<%n! <eIentK) S) a&h to the extent of 01 an# &an# K) 03, I%xe# %n a Kat<h%n! an#

I%x%n! plant a& per approve# I%x #e&%!n, tran&porte# to &%te, la%# w%th aOxe# forI or &l%p forI paver, &prea#, <oIpa<te# an# On%&he# %n a<ont%nuou& operat%on %n<lu#%n! prov%&%on of <ontra<t%on, expan&%on,<on&tru<t%on an# lon!%tu#%nal jo%nt&, jo%nt Oller, &eparat%on IeIKrane,&ealant pr%Ier, jo%nt &ealant, #eKon#%n! &tr%p, #owel Kar, t%e ro#, a#I%xture&a& approve#, <ur%n! <oIpoun#, On%&h%n! to l%ne& an# !ra#e& a& per#raw%n =

8/17/2019 SOR-2014-15 (Folder-2).xls


41

!A"#ER$7

ES'#!E#S A'+ RE',RE+ EAR#!


5.0

Ietre 520.00

5.6

Ietre 353.00

5.2

&qI 143.00

5.8

<uI -VALUE

5.1

:%= @&&eIKl%n!, jo%n%n! an# la)%n! of re%nfor<%n! eleIent&.

@ R%th re%nfor<%n! eleIent of &teel / @luI%n%uI &tr%p& / pol)Ier%< &tr%p&.

T)pe 0 0.Dalvan%&e# <arKon &teel &tr%p& Ietre 639.00

T)pe 6 6.?opper Ftr%p& Ietre 639.00

T)pe 2 2.@luI%n%uI Ftr%p& Ietre 318.00

T)pe 8 8.Fta%nle&& &teel &tr%p& Ietre 318.00

T)pe 1 1.Dla&& re%nfor<e# pol)Ier/OKre re%nfor<e# pol)Ier/pol)Ier%< &tr%p& Ietre 639.00

R%th re%nfor<%n! eleIent& of &)nthet%< !eo!r%#& &qI 121.00

:%%= a<%n! eleIent& of 9?? &qI 1109.00

CteIo.

FuKB Furfa<e Gra%n w%th Deotext%le& :?on&tru<t%on of &uK &urfa<e #ra%n 633 II #%au&%n! !eotext%le& treate# w%th <arKon Kla<k w%th ph)&%<al propert%e& a& !%ven %n<lau&e 536.6.2 forIe# %n to a &taKle network an# a planar !eo<oIpo&%te &tru<ture,

jo%nt& wrappe# w%th !eotext%le to prevent %n!re&& of &o%l, all a& per <lau&e 536 an#approve# #raw%n!& %n<lu#%n! ex<avat%on an# Ka<kOll%n!=

arrow %lter FuKB Furfa<e Gra%n :?on&tru<t%on of a narrow Olter &uKB &urfa<e #ra%n<on&%&t%n! of porou& or perforate# p%pe la%# %n narrow tren<h &urroun#e# K) a!eotext%le Olter faKr%<, w%th a I%n%IuI of 813 II overlap of faKr%< an# %n&talle# a&per <lau&e 536.2 an# 234.2.1 %n<lu#%n! ex<avat%on an# Ka<kOll%n!=

La)%n! -av%n! aKr%< eneath a -aveIent Everla) :-rov%#%n! an# la)%n! pav%n!faKr%< w%th ph)&%<al requ%reIent& a& per taKle 538B6 over a ta<k <oat of pav%n!!ra#e %tuIen 3B033 penetrat%on, la%# at the rate of 0 k! per &qI over thorou!hl)<leane# an# repa%re# &urfa<e to prov%#e a water re&%&tant IeIKrane an# <ra<kretar#%n! la)er. -av%n! faKr%< to Ke free of wr%nkl%n! an# fol#%n! an# to Ke la%# Kefore<ool%n! of ta<k <oat, KrooI%n! an# roll%n! of &urfa<e w%th pneuIat%< roller toIax%I%&e pav%n! faKr%< <onta<t w%th paveIent &urfa<e=

La)%n! oul#er @pron %n ?rate& of F)nthet%< Deo!r%#& :-rov%#%n!, prepar%n! an#la)%n! of !eo!r%# <rate# apron 0 I x 1 I, 733 II th%<k %n<lu#%n! ex<avat%on an#Ka<kOll%n! w%th KaWe& at 0 Ietre %nterval, Ia#e w%th !eo!r%#& hav%n!<hara<ter%&t%<& a& per <lau&e 538.6, jo%n%n! &%#e& w%th <onne<tor&/r%n! &taple&, top

<orner& to Ke t%e ten&%one#, pla<%n! of &u%taKle <ro&& %nterval t%e& %n la)er& of 233II <onne<t%n! oppo&%te &%#e w%th lateral Kra<e& an# t%e# w%th pol)Ier Kra%#& toavo%# Kul!%n!, <on&tru<te# a& per <lau&e 538.2. Olle# w%th &tone w%th I%n%IuI &%"eof 633 II an# &pe<%O< !rav%t) not le&& than 6.71, pa<ke# w%th &tone &pall&, ke)e#to the foun#at%on re<e&& %n <a&e of &lop%n! !roun# an# la%# over a la)er of !eotext%leto prevent I%!rat%on of One&, all a& per <lau&e 538 an# la%# a& per <lau&e 6132.2 an#approve# #e&%!n.=

9e%nfor<e# Aarth 9eta%n%n! Rall :9e%nfor<e# earth reta%n%n! wall& have four Ia%n<oIponent& a& un#erN a= Ax<avat%on for foun#at%on, foun#at%on <on<rete an#<eIent <on<rete !roove# &eat%n! %n the foun#at%on for fa<%n! eleIent& :fa<%aIater%al=. K= a<%a Iater%al an# %t& pla<eIent. <= @&&eIKl%n!, jo%n%n! w%th fa<%n!eleIent& an# la)%n! of the re%nfor<%n! eleIent&. #= AarthOll w%th !ranular Iater%alwh%<h %& to Ke reta%ne# K) the wall.=

8/17/2019 SOR-2014-15 (Folder-2).xls


42

!A"#ER$8

#RA,, S'S& *AR'S #!ER RA+ A""UR#E'A'ES


.0

@ &%n! ?on<rete M%xer Ietre 226.00 &%n! ?on<rete at<h%n! an# M%x%n! -lant Ietre 235.00

.6

@ &%n! ?on<rete M%xer Ietre 414.00

&%n! ?on<rete at<h%n! an# M%x%n! -lant Ietre 429.00

.2

:%=0.60

:%%= An!l%&h an# 9oIan 0.30

.8

: % = 43 <I equ%lateral tr%an!le ea<h 5046.00

: %% = 73 <I equ%lateral tr%an!le ea<h 3191.00

: %%% = 73 <I <%r<ular ea<h 4406.00

: %v = 3 II x 73 II re<tan!ular ea<h 6289.00

: v = 73 <I x 81 <I re<tan!ular ea<h 4281.00:v% = 73 <I x 73 <I &quare ea<h 5142.00

: v%% = 43 <I h%!h o<ta!on ea<h 8125.00

.1

&qI 11632.00

.7

&qI 11989.00

.5

@ Tru&& an# Qert%<al Fupport tonne 72122.00

@luI%n%uI allo) plate for over hea# &%!n tonne 1978.00

.&qI 45.00

.4

&qI 39.00.03

&qI 44.00

.00

:%= Ever 03 <I %n w%#th &qI 75.00

CteIo.

?a&t %n F%tu ?eIent ?on<rete M63 kerK :?on&tru<t%on of <eIent <on<rete kerK w%thtop an# KottoI w%#th 001 an# 071 II re&pe<t%vel), 613 II h%!h %n M 63 !ra#e-?? on MB03 !ra#e foun#at%on 013 II th%<k, foun#at%on hav%n! 13 II proje<t%onKe)on# kerK &tone, kerK &tone la%# w%th kerK la)%n! Ia<h%ne, foun#at%on <on<retela%# Ianuall), all <oIplete a& per <lau&e 83=

?a&t %n F%tu ?eIent ?on<rete M 63 erK w%th ?hannel :?on&tru<t%on of <eIent<on<rete kerK w%th <hannel w%th top an# KottoI w%#th 001 an# 071 IIre&pe<t%vel), 613 II h%!h %n M 63 !ra#e -?? on M03 !ra#e foun#at%on 013 IIth%<k, kerK <hannel 233 II w%#e, 13 II th%<k %n -?? M63 !ra#e, &lope# towar#&the kerK, kerK &tone w%th <hannel la%# w%th kerK la)%n! Ia<h%ne, foun#at%on <on<retela%# Ianuall), all <oIplete a& per <lau&e 83=

r n n! new e er an !ure& o an) & a e r n n! new e er an !ure& o an)&ha#e w%th &)nthet%< enaIel pa%nt Kla<k or an) other approve# <olour to !%ve aneven &ha#e=

H%n#% : Matra& <oIIa& an# the l%ke not to Ke Iea&ure# an# pa%# for Half letter &hallKe <ounte# a& half =

<I he%!htper letter

<I he%!htper letter

9etroB re e<tor%&e Tra < &%!n& -rov% %n! an x%n! o retroB re e<tor%&e<aut%onar), Ian#ator) an# %nforIator) &%!n a& per C9? N75 Ia#e of en<ap&ulate#len& t)pe reSe<t%ve &heet%n! v%#e <lau&e 30.2, Oxe# over aluI%n%uI &heet%n!, 0.1II th%<k &upporte# on a I%l# &teel an!le %ron po&t 51 II x 51 II x 7 II OrIl)Oxe# to the !roun# K) Iean& of properl) #e&%!ne# foun#at%on w%th M01 !ra#e<eIent <on<rete 81 <I x 81 <I x 73 <I, 73 <I Kelow !roun# level a& per approve##raw%n =

G%re<t%on an# -la<e C#ent%O<at%on &%!n& upto 3.4 &qI &%"e Koar#. :-rov%#%n! an#ere<t%n! #%re<t%on an# pla<e %#ent%O<at%on retroBreSe<tor%&e# &%!n a&per C9?N75 Ia#eof en<ap&ulate# len& t)pe reSe<t%ve &heet%n! v%#e <lau&e 30.2, Oxe# overaluI%n%uI &heet%n!, 6 II th%<k w%th area not ex<ee#%n! 3.4 &qI &upporte# on aI%l# &teel &%n!le an!le %ron po&t 51 x 51 x 7 II OrIl) Oxe# to the !roun# K) Iean&of properl) #e&%!ne# foun#at%on w%th M01 !ra#e <eIent <on<rete 81 x 81 x 73 <I,73 <I Kelow !roun# level a& per approve# #raw%n!=

G%re<t%on an# -la<e C#ent%O<at%on &%!n& w%th &%"e Iore than 3.4 &qI &%"e Koar#.:-rov%#%n! an# ere<t%n! #%re<t%on an# pla<e %#ent%O<at%on retroB reSe<tor%&e# &%!na&per C9? N75 Ia#e of en<ap&ulate# len& t)pe reSe<t%ve &heet%n! v%#e <lau&e 30.2,Oxe# over aluI%n%uI &heet%n!, 6 II th%<k w%th area ex<ee#%n! 3.4 &qI &upporte#on a I%l# &teel an!le %ron po&t 51 II x 51 II x 7 II, 6 o&. OrIl) Oxe# to the!roun# K) Iean& of properl) #e&%!ne# foun#at%on w%th M 01 !ra#e <eIent<on<rete81 <I x 81 <I x 73 <I, 73 <I Kelow !roun# level a& per approve##raw%n!=Everhea# F%!n& :-rov%#%n! an# ere<t%n! overhea# &%!n& w%th a <orro&%on re&%&tantaluI%n%uI allo) &heet reSe<tor%&e# w%th h%!h %nten&%t) retroBreSe<t%ve &heet%n! ofen<ap&ulate# len&e t)pe w%th vert%<al an# lateral <learan<e !%ven %n <lau&e 36.6an# 36.2 an# %n&talle# a& per <lau&e 36.5 over a #e&%!ne# &upport &)&teI ofaluI%n%uI allo) or !alvan%&e# &teel tre&tle& an# tru&&e& of &e<t%on& an# t)pe a& per&tru<tural #e&%!n requ%reIent& an# approve# plan&=

a n n! wo oa & on ew on<re e ur a<e& a n n! wo <oa & a er n! e&urfa<e w%th &)nthet%< enaIel pa%nt %n all &ha#e& on new pla&tere# <on<rete&urfa<e&=a n n! on ee ur a<e& rov n! an app ) n! wo <oa & o rea ) I x pa n o

approve# Kran# on &teel &urfa<e after throu!h <lean%n! of &urfa<e to !%ve an even&ha#e=-a%nt%n! on Roo Fur a<e& -rov% %n! an app )%n! two <oat& o rea ) I%x pa%nt oapprove# Kran# on woo# &urfa<e after throu!h <lean%n! of &urfa<e to !%ve an even&ha#e=-a%nt%n! L%ne&, Ga& e&, @rrow& et< on 9oa & %n Two ?oat& on ew Ror -a%nt%n!l%ne&, #a&he&, arrow& et< on roa#& %n two <oat& on new work w%th rea#) I%xe# roa#Iark%n! pa%nt <onforI%n! to CFN078 on K%tuI%nou& &urfa<e, %n<lu#%n! <lean%n! the&urfa<e of all #%rt, #u&t an# other fore%!n Iatter, #eIar<at%on at &%te an# traX<<ontrol =

8/17/2019 SOR-2014-15 (Folder-2).xls


43

:%%= p to 03 <I %n w%#th &qI 65.00

.06

:%= Ever 03 <I %n w%#th &qI 51.00

:%%= p to 03 <I %n w%#th &qI 55.00

.02

&qI 514.00

.08

:%= 1th k%loIetre &tone :pre<a&t= ea<h 2545.00

:%%= Er#%nar) %loIeter &tone :-re<a&t= ea<h 1571.00

:%%%= He<toIeter &tone :-re<a&t= ea<h 454.00

.01

ea<h 608.00

.07

ea<h 391.00

.05

Ietre 250.00

.0

Ietre 416.00

.04

Ietre -VALUE

.63

Ietre 1587.00

.60

Ietre 1120.00

.66

:%= M 63 !ra#e <on<rete Ietre 2849.00

-a%nt%n! L%ne&, Ga& e&, @rrow& et< on 9oa & %n Two ?oat& on E Ror -a%nt%n!l%ne&, #a&he&, arrow& et< on roa#& %n two <oat& on ol# work w%th rea#) I%xe# roa#Iark%n! pa%nt <onOrI%n! to CFN 078 on K%tuI%nou& &urfa<e, %n<lu#%n! <lean%n! the&urfa<e of all #%rt, #u&t an# other fore%!n Iatter, #eIar<at%on at &%te an# traX<<ontrol =

9oa# Mark%n! w%th Hot @ppl%e# TherIopla&t%< ?oIpoun# w%th 9eSe<tor%&%n! Dla&&ea#& on %tuI%nou& Furfa<e :-rov%#%n! an# la)%n! of hot appl%e# therIopla&t%<<oIpoun# 6.1 II th%<k %n<lu#%n! reSe<tor%&%n! !la&& Kea#& 613 !I& per &qI

area, th%<kne&& of 6.1 II %& ex<lu&%ve of &urfa<e appl%e# !la&& Kea#& a& perC9?N21 .The On%&he# &urfa<e to Ke level, un%forI an# free froI &treak& an# hole&.=

%lo Metre Ftone :9e%nfor<e# <eIent <on<rete M01!ra#e k%loIetre &tone of &tan#ar##e&%!n a& per C9?NB043, Ox%n! %n po&%t%on %n<lu#%n! pa%nt%n! an# pr%nt%n! et<=

9oa# Gel%neator& :Fuppl)%n! an# %n&tallat%on of #el%neator& :roa# wa) %n#%<ator&,ha"ar# Iarker&, oKje<t Iarker&=, 3B033 <I h%!h aKove !roun# level, pa%nte# Kla<kan# wh%te %n 01 <I w%#e &tr%pe&, Otte# w%th 3 x 033 II re<tan!ular or 51 II #%a<%r<ular reSe<tor%&e# panel& at the top, Kur%e# or pre&&e# %nto the !roun# an#<onOrI%n! toC9?B54 an# the #raw%n!&.=

oun#ar) p%llar :9e%nfor<e# <eIent <on<rete M01 !ra#e Koun#ar) p%llar& of &tan#ar#

#e&%!n a& per C9?N61B0475, Oxe# %n po&%t%on %n<lu#%n! On%&h%n! an# letter%n! Kutex<lu#%n! pa%nt%n!=D.C arKe# w%re en<%n! 0.6 Ietre h%!h :-rov%#%n! an# Ox%n! 0.6 Ietre& h%!h DCKarKe# w%re fen<%n! w%th 0. I an!le %ron po&t& 83 II x 83 II x 7 II pla<e#ever) 2 Ietre& <enter to <enter foun#e# %n M01 !ra#e <eIent <on<rete, 3.7 IetreKelow !roun# level, ever) 01th po&t, la&t Kut one en# po&t an# <orner po&t &hall Ke&trutte# on Koth &%#e& an# en# po&t on one &%#e onl) an# prov%#e# w%th 4 hor%"ontall%ne& an# 6 #%a!onal& %nterwoven w%th hor%"ontal w%re&, Oxe# w%th DC &taple&, turnKu<kle& et< <oI lete a& er <lau&e 35 =D.C arKe# w%re en<%n! 0. Ietre h%!h :-rov%#%n! an# Ox%n! 0. Ietre& h%!h DCKarKe# w%re fen<%n! w%th 6.8 I an!le %ron po&t& 13 II x 13 II x 7 II pla<e#ever) 2 Ietre& <enter to <enter foun#e# %n M01 !ra#e <eIent <on<rete, 3.7 IetreKelow !roun# level, ever) 01th po&t, la&t Kut one en# po&t an# <orner po&t &hall Ke&trutte# on Koth &%#e& an# en# po&t on one &%#e onl) an# prov%#e# w%th 06hor%"ontal l%ne& an# 6 #%a!onal& %nterwoven w%th hor%"ontal w%re&, Oxe# w%th DC&taple&, turn Ku<kle& et< <oIplete a& per <lau&e 35 =

en<%n! w%th wel#e# &teel w%re aKr%< 51 II x 13 II :Fu!!e&t%ve= :-rov%#%n! 0.63Ietre h%!h fen<%n! w%th an!le %ron po&t& 13 II x 13 II x 7 II at 2 Ietre <enterto <enter w%th 3.83 Ietre eIKe##e# %n M01 !ra#e <eIent <on<rete, <orner, en#an# ever) 03th po&t to Ke &trutte#, prov%#e# w%th wel#e# &teel w%re faKr%< of 51 IIx 13 II Ie&h or 51 II x 61 II Ie&h an# Oxe# to %ron po&t& K) Sat %ron 13 x 1II an# Kolt& et<. <oIplete %n all re&pe<t&.=

u u ar ee a n! on e uI e ! & ee < anne &er e& II xII :-rov%#%n!, Ox%n! an# ere<t%n! 13 II #%a &teel p%pe ra%l%n! %n 2 row& #ul)pa%nte# on Ie#%uI we%!ht &teel <hannel& :CFM? &er%e&= 033 II x 13 II, 0.6Ietre& h%!h aKove !roun#, 6 I <entre to <entre, <oIplete a& per approve##raw%n &=

TuKular Fteel 9a%l%n! on -re<a&t 9?? po&t&, 0.6 I h%!h aKove !roun# level:-rov%#%n!, fen<%n! an# ere<t%n! 13 II #%a pa%nte# &teel p%pe ra%l%n! %n 2 row& onpre<a&t M63 !ra#e 9?? vert%<al po&t&0. Ietre& h%!h :0.6 I aKove DL= w%th 2 hole&13 II #%a for p%pe, Oxe# 6 Ietre& <entre to, <oIplete a& per approve# #raw%n!=

9e%nfor<e# ?eIent ?on<rete ?ra&h arr%er :-rov%&%on of an 9e%nfor<e# <eIent<on<rete <ra&h Karr%er at the e#!e& of the roa#, approa<he& to Kr%#!e &tru<ture& an#Ie#%an&, <on&tru<te# w%th MB63 !ra#e <on<rete w%th HYFG re%nfor<eIent<onforI%n! to C9?N60 an# #owel Kar& 61 II #%a, 813 II lon! at expan&%on jo%nt&Olle# w%th preBIoul#e# a&phalt Oller Koar#, ke)e# to the &tru<ture on wh%<h %t %& Ku%ltan# %n&talle# a& per #e&%!n !%ven %n the en<lo&ure to MEFT <%r<ular o. 9R/H B22366/0/48BGE CCC #ate# 68 une 0448 a& per #%Ien&%on& %n the approve# #raw%n!an# at lo<at%on& #%re<te# K) the An!%neer, all a& &pe<%Oe#=

8/17/2019 SOR-2014-15 (Folder-2).xls


44

.62 Metal eaI ?ra&h arr%er

@

Ietre 2675.00

Ietre 3158.00

.68

Va/ue

.61

Ietre 1932.00

.67 @nt% B Dlare Gev%<e& %n Me#%an

@

Va/ue

Ietre 2607.00

?

Ietre 822.00

.65

:%= or %x%n! %n Me#%an ea<h -VALUE

:%%= or Ox%n! %n ootpath ea<h -VALUE.6

ea<h -VALUE

.64

:%= F%n!le 9ow for one ut%l%t) &erv%<e Ietre -VALUE

:%%= GouKle 9ow for two ut%l%t) &erv%<e& Ietre -VALUE

:%%%= Tr%ple 9ow for three ut%l%t) &erv%<e& Ietre -VALUE

T)pe B @, 'R' N Meta eaI ?ra& arr%er -rov% %n! an ere<t%n! a 'R' Ieta eaI<ra&h Karr%er <oIpr%&%n! of 2 II th%<k <orru!ate# &heet Ietal KeaI ra%l, 53 <IaKove roa#/!roun# level, Oxe# on CFM? &er%e& <hannel vert%<al po&t, 013 x 51 x 1II &pa<e# 6 I <entre to <entre, 0. I h%!h, 0.0 I Kelow !roun#/roa# level, all&teel part& an# OtIent& to Ke !alvan%&e# K) hot #%p pro<e&&, all Ott%n!& to <onforIto CFN0275 an# CFN0278, Ietal KeaI ra%l to Ke Oxe# on the vert%<al po&t w%th a&pa<er of <hannel &e<t%on 013 x 51 x 1 II, 223 II lon! <oIplete a& per <lau&e03=

T)pe B , 'TH9CA' N Metal eaI ?ra&h arr%er :-rov%#%n! an# ere<t%n! a 'Thr%e' IetalKeaI <ra&h Karr%er <oIpr%&%n! of 2 II th%<k <orru!ate# &heet Ietal KeaI ra%l, 1<I aKove roa#/!roun# level, Oxe# on CFM? &er%e& <hannel vert%<al po&t, 013 x 51 x 1

II &pa<e# 6 I <entre to <entre, 6 I h%!h w%th 0.01 I Kelow !roun# level, all &teelpart& an# OtIent& to Ke !alvan%&e# K) hot #%p pro<e&&, all Ott%n!& to <onforI toCFN0275 an# CFN0278, Ietal KeaI ra%l to Ke Oxe# on the vert%<al po&t w%th a &pa<e of<hannel &e<t%on 013 x 51 x 1 II, 187 II lon! <oIplete a& per <lau&e 03=

9oa# TraX< F%!nal& ele<tr%<all) operate# :F%n<e %t %& a rea#) Ia#e %teI<oIIer<%all) pro#u<e# an# ere<te# K) &pe<%al%&e# OrI %n the ele<tr%<al an#ele<tron%< Oel#, rate Ia) Ke taken Ka&e# on Iarket enqu%r) froI OrI& &pe<%al%&e# %nth%& Oel# an# CFC <ert%Oe# for the approve# #e&%!n an# #raw%n!.=

lex%Kle ?ra&h arr%er, R%re 9ope Fafet) arr%er :-rov%#%n! an# ere<t%n! a w%re rope&afet) Karr%er w%th vert%<al po&t& of Ie#%uI we%!ht 9F o%&t :CFM &er%e&= 033 II x51 II :00.13 k!/I=, 0.13 I lon! 3.1 I aKove !roun# an# 3.71 I Kelow !roun#level, &pl%t at the KottoI for Ketter !r%p, eIKe##e# %n M 01 !ra#e <eIent <on<rete813 x 813 x 813 II, 0.13 I <enter to <enter an# w%th 8 hor%"ontal &teel w%re rope83 II #%a an# an<hore# at terI%nal po&t& 01 I apart. TerI%nal po&t to Ke

eIKe##e# %n M 01 !ra#e<eIent<on<retefoun#at%on6833 x 813 x 433 II :#epth=,&tren!thene# K) a &trut of 9F jo%&t 033 x 51 II, 6 I lon! at 813 %n<l%nat%on an# at%e 033 x II, 0.13 I lon! at the KottoI, all eIKe##e# %n foun#at%on <on<rete a&per approve# #e&%!n an# #raw%n!, rate ex<lu#%n! ex<avat%on an# <eIent <on<rete.=

-lantat%on :-lantat%on of &hruK& an# plant& of approve# &pe<%e& %n the Ie#%an. apartfroI <utt%n! oP !lare froI veh%<le <oI%n! froI oppo&%te #%re<t%on, the&e plant&prov%#e a plea&ant envo%renIent an# are e<oBfr%en#l). The rate for th%& %teI %&ava%laKle %n the <hapter 00 on hort%<ulture. =

@nt% B D are F<reen w%t 61 II &tee p%pe raIewor xe w%t <%r<u ar anre<tan!ular van& :-rov%#%n! an# ere<t%n! an ant% B !lare &<reen w%th 61 II #%avert%<al p%pe& faKr%<ate# an# fraIe# %n the forI of panel& of one Ietre len!th an#0.51 Itr he%!ht Oxe# w%th <%r<ular vane 613 II #%a at top an# re<tan!ular vane733 x 233 II at the I%##le, Ia#e out of &teel &heet of 2 II th%<kne&&, en#vert%<al p%pe& of the panel Ia#e lar!er for eIKe##%n! %n foun#at%on <on<rete,

appl)%n! 6 <oat& of pa%nt on all expo&e# &urfa<e&, all a& per approve# #e&%!n an##raw%n!&.=

@nt% B Dlare F<reen w%th 9e<tan!ular Qane of MF &heet :-rov%#%n! an# ere<t%n! ant% B!lare &<reen w%th re<tan!ular vane& of &%"e 513 x 133 II Ia#e froI MF &heet, 2II th%<k an# Oxe# on MF an!le 13 x 13 x 7 II at an an!le of 813 to the #%re<t%onof Sow of traX<, 0.1 I <enter to <enter, top e#!e of the &<reen 0.51 I aKove!roun# level, vert%<al po&t OrIl) eIKe##e# %n <eIent <on<rete foun#at%on 3.73 IKelow !roun# level, appl)%n! 6 <oat& of pa%nt on expo&e# fa<e&, all <oIplete a& perapprove# #e&%!n an# #raw%n!&=

ree ! n! rov n! an ere< n! & ree ! Ioun e on a & ee < r<u arhollow pole of &tan#ar# &pe<%O<at%on& for &treet l%!ht%n!, 4 I h%!h &pa<e# 83 Iapart, 0. I overhan! on Koth &%#e& %f Oxe# %n the Ie#%an an# on one &%#e %f Oxe#on the footpath, Otte# w%th &o#%uI vapour laIp an# Oxe# OrIl) %n <on<retefoun#at%on.=

L%!ht%n! on r%#!e& :-rov%#%n! an# Ox%n! l%!ht%n! on Kr%#!e&, Iounte# on &teelhollow <%r<ular pole& of &tan#ar# &pe<%O<at%on&, 1 I h%!h Oxe# on parapet& w%th<eIent <on<rete, 63 I apart an# Otte# w%th &o#%uI vapour laIp=

?aKle Gu<t @<ro&& the 9oa# :-rov%#%n! an# la)%n! of a re%nfor<e# <eIent <on<retep%pe #u<t, 233 II #%a, a<ro&& the roa# :new <on&tru<t%on=, exten#%n! froI #ra%n to#ra%n %n <ut& an# toe of &lope to toe of &lope %n Oll&, <on&tru<t%n! hea# wall& at Kothen#&, prov%#%n! a I%n%IuI Oll of !ranular Iater%al over top an# &%#e& of 9?? p%pea& per C9?N4B0445, Ke##e# on a 3.2 I th%<k la)er of !ranular Iater%al free of ro<kp%e<e&, outer to outer #%&tan<e of p%pe at lea&t half #%a of p%pe &uKje<t to I%n%IuI813 II %n <a&e of #ouKle an# tr%ple row #u<t&, jo%nt& to Ke Ia#e leak proof, %nvertlevel of #u<t to Ke aKove h%!her than !roun# level to prevent entr) of water an# #%rt,all a& per C9?N 4 B 0445 an# approve# #raw%n!&.=

8/17/2019 SOR-2014-15 (Folder-2).xls


8/17/2019 SOR-2014-15 (Folder-2).xls


46

.83

VALUE

.80

.86

VALUE

.82

ea<h 2645.00

.88 -erIanent T)pe arr%<a#e %n ?on&tru<t%on Zone

@

ea<h 4186.00

ea<h 7374.00

?

ea<h 11347.00

.81

ea<h 319.00

.87

ea<h 292.00

! a& o e ! n! a n er< an!e& an )over& rov n! an ere< n! a !Ia&t pole l%!ht%n! w%th 23 I h%!h hot #%p !alvan%&e# Ia&t #e&%!ne# to w%th&tan#for<e& exerte# w%th w%n# &pee#& of 03 kI per hour w%th 2 &e<on#& !u&t, a& perCFN51 :-art 2= B 045, Otte# w%th a Ka&e San!e, #oor at the Ka&e of Ia&t w%thheav) #ut) %nternal lo<k, lantern <arr%a!e, &u%taKle w%n<h%n! arran!eIent for &afework%n! loa# of 513 k! an# h%!h powere# ele<tr%<all) #r%ven power tool& for ra%&%n!an# lower%n! of lantern <arr%a!e, Sex%Kle <ore ele<tr%< <aKle, l%!hten%n!<on#u<tor, earth%n! terI%nal, an# Ox%n! 6 no& av%at%on oK&tru<t%on l%!ht& on top ofthe Ia&t, all <oIplete a& per approve# #e&%!n an# #raw%n!& Th%& %& a &pe<%al%&e#work an# %& !enerall) #one K) OrI& who &pe<%al%&e %n &u<h joK&. The #eta%le##e&%!n& an# e&t%Iate& are &uKI%tte# K) the OrI& alon!w%th the%r ten#er for <he<k&K) the GepartIent. The <o&t of th%& work %& requ%re# to Ke worke# out Ka&e# onapprove# #e&%!n, #raw%n!& an# e&t%Iate of the lowe&t ten#er. @ &eparate <ontra<tfor th%& work %& <on<lu#e# a& the <ontra<tor& for roa# an# Kr%#!e work& !enerall)#onot un#ertake &u<h oK&. Toll -la"a :The <on&tru<t%on, operat%on an# Ia%ntenan<e of Toll -la"a <an Ke Kroken%nto &eparate %teI& of work a& un#er Ka&e# on the approve# #e&%!n an# #raw%n!&NB=

Fafet) Gev%<e& an# &%!n& %n ?on&tru<t%on Zone& :-rov%&%on an# Ox%n! of traX< &%!n&for l%I%te# per%o# at &u%taKle lo<at%on& %n <on&tru<t%on "one <oIpr%&%n! of warn%n!"one, approa<h tran&%t%on "one, work%n! "one an# terI%nal tran&%t%on "one w%th aI%n%IuI #%&tan<e of 73 <I froI the e#!e of the kerK %n <a&e of kerKe# roa#& an# 6to 2 I froI the e#!e of the <arr%a!ewa) %n <a&e of unBkerKe# roa#&, the KottoIe#!e of the lowe&t &%!n plate to Ke not le&& than 6 I aKove the roa# level, Oxe# on73 II x 73 II x 7 II an!le %ron po&t, foun#e# an# %n&talle# a& per approve##e&%!n an# #raw%n!&, reIove# an# #%&po&e# of after <oIplet%on of <on&tru<t%onwork, all a& per C9?NF-N11B6330=

-ortaKle arr%<a#e %n ?on&tru<t%on Zone :Cn&tallat%on of a &teel portaKle Karr%<a#ew%th hor%"ontal ra%l 233 II w%#e, 6.1 I %n len!th Otte# on a V@V fraIe Ia#e w%th 81x 81 x 1 II an!le %ron &e<t%on, 0.1 I %n he%!ht, hor%"ontal ra%l pa%nte# :6 <oat&=w%th )ellow an# wh%te &tr%pe&, 013 II %n w%#th at an an!le of 813, V@V fraIepa%nte# w%th 6 <oat& of )ellow pa%nt, <oIplete a& per C9?N F- N 11B6330 =

R%th Fteel ?oIponent& :?on&tru<t%on of a perIanent t)pe Karr%<a#e Ia#e of &teel<oIponent&, 0.1 I h%!h froI roa# level, Otte# w%th 2 hor%"ontal ra%l& 633 II w%#ean# 8 I lon! on 13 x 13 x 1 II an!le %ron vert%<al &upport, pa%nte# w%th )ellowan# wh%te &tr%p&, 013 II %n w%#th at an an!le of813, <oIplete a& per C9?NF-N11B6330 =

R%th Roo#en ?oIponent& :?on&tru<t%on of a perIanent t)pe Karr%<a#e Ia#e ofwoo#en <oIponent&, 0.1 I h%!h froI roa# level, Otte# w%th 2 hor%"ontal plank&

633 II w%#e an# 2.77 I lon! on 033 x 033II woo#en vert%<al po&t, pa%nte# w%th)ellow an# wh%te &tr%up&, 013 II %n w%#th at an an!le of813, <oIplete a& perC9?NF-N11B6330 =

R%th r%<k& :?on&tru<t%on of a perIanent t)pe Karr%<a#e Ia#e w%th Kr%<k work %nIu# Iortar, 0.1 I h%!h, 8 I lon!, 733 II th%<k, pla&tere# w%th <eIent Iortar0N7, pa%nte# w%th )ellow an# wh%te &tr%p&=

GruI Gel%neator %n ?on&tru<t%on Zone :-rov%&%on of Ietal #ruI/eIpt) K%tuIen#ruI #el%neator, 233 II %n #%aIeter, 33 II h%!h, Olle# w%th earth for &taK%l%t),pa%nte# %n <%r<uIferent%al &tr%p& of alternate Kla<k an# wh%te 033 II w%#e Otte#w%th reSe<tor& 2 o& of 5.1 <I #%a, all a& per C9?NF-N11B6330=

la!Ian :-o&%t%on%n! of a &Iart Sa!Ian w%th a )ellow ve&t an# a )ellow <ap an# a

re# Sa! 733 x 733 II &e<urel) fa&tene# to a &taP 0 I %n len!th for !u%#%n! thetraX<=

8/17/2019 SOR-2014-15 (Folder-2).xls


47

!A"#ER$9

""E ULVER#S


4.0

<uI 3279.00

4.6

@ 0333 II #%a Ietre 5498.00

0633 II #%a Ietre 6682.00

4.2

@ 0333 II #%a Ietre 11048.00

0633 II #%a Ietre 13420.00

CteIo.

-?? 0N2N7 %n oun#at%on :-la%n <eIent <on<rete 0N2N7 I%x w%th <ru&he# &tonea!!re!ate 83 II noI%nal &%"e Ie<han%<all) I%xe#, pla<e# %n foun#at%on an#<oIpa<te# K) v%Krat%on %n<lu#%n! <ur%n! for 08 #a)&.=

La)%n! 9e%nfor<e# ?eIent ?on<rete -%pe -8/pre&tr&&e# <on<rete p%pe on Or&t <la&&Ke##%n! %n &%n!le row . :La)%n! 9e%nfor<e# <eIent <on<rete p%pe -8/pre&tr&&e#<on<rete p%pe for <ulvert& on Or&t <la&& Ke##%n! of !ranular Iater%al %n &%n!le row%n<lu#%n! Ox%n! <ollar w%th <eIent Iortar 0N6 Kut ex<lu#%n! ex<avat%on, prote<t%onwork&, Ka<kOll%n!, <on<rete an# Ia&onr) work& %n hea# wall& an# parapet& . =

La)%n! 9e%nfor<e# ?eIent ?on<rete -%pe - 8 /pre&tr&&e# <on<rete p%pe on Or&t<la&& Ke##%n! %n #ouKle row . :La)%n! 9e%nfor<e# <eIent <on<rete p%pe -8/pre&tr&&e# <on<rete p%pe for <ulvert& on Or&t <la&& Ke##%n! of !ranular Iater%al %n#ouKle row %n<lu#%n! Ox%n! <ollar w%th <eIent Iortar 0N6 Kut ex<lu#%n! ex<avat%on,prote<t%on work&, Ka<kOll%n!, <on<rete an# Ia&onr) work& %n hea# wall& an#parapet& . =

8/17/2019 SOR-2014-15 (Folder-2).xls


48

?H@-TA9B03

M@CTA@?A E 9E@GF


03.0

<uI 81.00

03.6&qI 36.00

03.2&qI 13.00

03.8

&qI 159.00

03.1

:%= for !ra#%n! C Mater%al &qI 419.00

:%%= for !ra#%n! CC Mater%al &qI 413.00

03.7Ietre 4.10

03.5&qI 0.60

03. @ o! Feal :ref %teI 1.05= &qI 43.00

?ra<k -revent%on <our&e&. :ref %teI 1.60=

:%= Ftre&& @K&orK%n! MeIKrane :F@M= <ra<k w%#th le&& than 7 II &qI 67.00

:%%= Ftre&& @K&orK%n! MeIKrane :F@M= w%th <ra<k w%#th 7 II to 4 II &qI 82.00

:%%%=&qI 110.00

:%v= %tuIen CIpre!nate# Deotext%le &qI 149.00

? Flurr) Feal :ref %teI 1.01=

:%= 1 II th%<kne&& &qI 72.00

:%%= 2 II th%<kne&& &qI 51.00

:%%%= 0.1 II th%<kne&& &qI 31.00

G Furfa<e Gre&&%n! for Ia%ntan<e work&. :ref %teI 1.4=

:%= 04 II noI%nal <h%pp%n! &%"e &qI 98.00

:%%= 02 II noI%nal &%"e <h%pp%n! &qI 79.00

03.4Ietre 370.00

03.03 Ietre 18.30

03.00Ietre 23.20

03.06<uI 66.00

03.02<uI 114.00

03.08<uI 4.60

03.01<uI -VALUE

CteIo.

9e&torat%on of 9a%n ?ut& :9e&torat%on of ra%n <ut& w%th &o%l, IooruI, !ravel or aI%xture of the&e, <lear%n! the loo&e &o%l, Ken<h%n! for 233 II w%#th, la)%n! fre&hIater%al %n la)er& not ex<ee#%n! 613 II an# <oIpa<t%n! w%th plate <oIpa<tor orpower raIIer& to re&tore the or%!%nal al%!nIent, level& an# &lope&=

Ma%ntenan<e of Aarthen Fhoul#er :Oll%n! w%th fre&h &o%l= :Mak%n! up lo&& of Iater%al/%rre!ular%t%e& on &houl#er to the #e&%!n level K) a##%n! fre&h approve# &o%l an#<oIpa<t%n! %t w%th appropr%ate equ%pIent.=

a n enan<e o ar ou er & r pp n! ex<e&& &o r pp n! ex<e&& &o roI e&houl#er &urfa<e to a<h%eve the approve# level an# <oIpa<t%n! w%th plate<oI a<tor=%ll%n! -otB hole& an# -at<h 9epa%r& w%th open B !ra#e# -reI%x &urfa<%n!, 63II.:9eIoval of all fa%le# Iater%al, tr%II%n! of <oIplete# ex<avat%on to prov%#e OrIvert%<al fa<e&, <lean%n! of &urfa<e, pa%nt%n! of ta<k <oat on the &%#e& an# Ka&e ofex<avat%on a& per <lau&e 132, Ka<k Oll%n! the pot hole& w%th hot K%tuI%nou& Iater%ala& per <lau&e 100, <oIpa<t%n!, tr%II%n! an# On%&h%n! the &urfa<e to forI a&Iooth <ont%nuou& &urfa<e, all a& per <lau&e 2338.6=

%ll%n! -otB hole& an# -at<h 9epa%r& w%th B %tuI%nou& <on<rete, 83II. :9eIoval ofall fa%le# Iater%al, tr%II%n! of <oIplete# ex<avat%on to prov%#e OrI vert%<al fa<e&,<lean%n! of &urfa<e, pa%nt%n! of ta<k <oat on the &%#e& an# Ka&e of ex<avat%on a& per<lau&e 132, Ka<k Oll%n! the pot hole& w%th hot K%tuI%nou& Iater%al a& per <lau&e138, <oIpa<t%n!, tr%II%n! an# On%&h%n! the &urfa<e to forI a &Iooth <ont%nuou&

&urfa<e, all a& per <lau&e 2338.6=

?ra<k %ll%n! :%ll%n! of <ra<k u&%n! &low B <ur%n! K%tuIen eIul&%on an# appl)%n!<ru&her #u&t %n <a&e <ra<k are w%#er than 2II.=

Gu&t%n! :@ppl)%n! <ru&her #u&t to area& of roa# where Klee#%n! of ex<e&& K%tuIenha& o<<urre#.=

Ftre&& @K&orK%n! MeIKrane :F@M= <ra<k w%#th aKove 4 II an# <ra<ke# area aKove

13

9epa%r of jo%nt Droove& w%th Apox) Mortar 9epa%r of &palle# jo%nt !roove& of<ontra<t%on jo%nt&, lon!%tu#%nal jo%nt& an# expan&%on jo%nt& %n <on<rete paveIent&u&%n! epox) Iortar or epox) <on<rete=

epa r o o o n & ea an eIova o ex & n! &ea an an re &ea n! o<ontra<t%on, lon!%tu#%nal or expan&%on jo%nt& %n <on<rete paveIent w%th fre&h&ealant Iater%alH%ll F%#e Gra%n ?learan<e :9eIoval of earth froI the <hoke# h%ll &%#e #ra%n an##%&po&%n! %t on the valle) &%#e Ianuall)=

Lan# Fl%#e ?learan<e %n &o%l :?learan<e of lan# &l%#e& %n &o%l an# or#%nar) ro<k K) aKullB#o"er G 3 @B06, 03 H- an# #%&po&al of the &aIe on the valle) &%#e=an & e earan<e n ar o< equ r n! a& n! ear n! o an & e n ar

ro<k requ%r%n! Kla&t%n! for 13 of the Koul#er& an# #%&po&al of the &aIe on thevalle &%#e.=Fnow ?learan<e on 9oa#& w%th Go"er :Fnow <learan<e froI roa# &urfa<e K) a KullB#o"er 071 Hp an# #%&po&%n! %t on the valle) &%#e=

Fnow ?learan<e on 9oa#& w%th Fnow lower& :Fnow <learan<e froI roa# &urfa<e K)a &now Klower an# #%&po&%n! on the valle) &%#e.=

8/17/2019 SOR-2014-15 (Folder-2).xls


49

!A"#ER$11

!R#UL#URE


00.0<uI 14.90

00.6

:%= Cn row& 01 <I apart %n e%ther #%re<t%on &qI 8.50

:%%= Cn row& 5.1 <I apart %n e%ther #%re<t%on &qI 13.70

00.2

&qI 9.40

00.8&qI 227.00

00.1

&qI 14.70

00.7 Ma%ntenan<e of Lawn& w%th %ne Dra&&%n! for the %r&t Year &qI 173.0000.5

Ietre 258.00

:K= Ma%ntenan<e of He#!e for one )ear Ietre 170.00

00. a= -lant%n! lower%n! -lant& an# FhruK& %n ?entral Qer!e kI 68495.00

:K= Ma%ntenan<e of lower%n! -lant& an# FhruK& %n ?entral Qer!e for one Year kI 142948.00

00.4

ea<h 757.00

00.03

&qI 13.40

00.00<uI 640.00

00.06qu%ntal VALUE

00.02 Fuppl)%n! Flu#!e :Fuppl)%n! &lu#!e #ul) &ta<ke# at &%te/ &tore= <uI VALUE

00.08

ea<h 1404.00

00.01Ietre 28.70

00.07

ea<h 359.00

00.05

ea<h 724.00

CteIo.

Fprea#%n! of Flu#!e arI Yar# Manure or/an# !oo# Aarth :Fprea#%n! of &lu#!e farI)ar# Ianure or/ an# !oo# earth %n requ%re# th%<kne&& :<o&t of &lu#!e, farIB )ar#Ianure or/an# !oo# earth to Ke pa%# for &eparatel)==

Dra&&%n! w%th V GooK&V Dra&& :Dra&&%n! w%th VGooK&V !ra&& %n<lu#%n! water%n! an#Ia%ntenan<e of the lawn for 23 #a)& or Iore t%ll the !ra&& forI& a th%<k lawn free

froI wee#& an# Ot for Iov%n! %n<lu#%n! &uppl)%n! !oo# earth %f nee#e#=

Mak%n! Lawn& %n<lu#%n! -lou!h%n! an# Gra!!%n! w%th VFwa!haV reak%n! of ?lo#:Mak%n! lawn& %n<lu#%n! plou!h%n! an# Kreak%n! of <lo#, reIoval of ruKK%&h,#re&&%n! an# &uppl)%n! #ooK& !ra&& root& an# plant%n! at 01 <I apart, %n<lu#%n!&uppl)%n! an# &prea#%n! of farI )ar# Ianure at rate of 3.0 <uI per 033 &qI=

Ma%ntenan<e of Lawn& or TurOn! of Flope& :Ma%ntenan<e of lawn& or TurOn! of &lope&:rou!h !ra&&%n!= for a per%o# of one )ear %n<lu#%n! water%n! et<=

TurOn! Lawn& w%th %ne Dra&&%n! %n<lu#%n! -lou!h%n!, Gre&&%n! :TurOn! lawn& w%thOne !ra&&%n! %n<lu#%n! plou!h%n!, #re&&%n! %n<lu#%n! Kreak%n! of <lo#&, reIoval ofruKK%&h, #re&&%n! an# &uppl)%n! #ooK& !ra&& root& at 03 <I apart, %n<lu#%n!&uppl)%n! an# &prea#%n! of farI )ar# Ianure at rate of3.7 <uI per 033 &qI=

a= -lant%n! -erIanent He#!e& %n<lu#%n! G%!!%n! of Tren<he& :-lant%n! perIanenthe#!e& %n<lu#%n! #%!!%n! of tren<he&, 73 <I w%#e an# 81 <I #eep, reOll%n! theex<avate# earth I%xe# w%th farI)ar# Ianure, &uppl%e# at the rate of 8.71 <uI per033 Ietre& an# &uppl)%n! an# plant%n! he#!e plant& at 23 <I apart=

-lant%n! of Tree& an# the%r Ma%ntenan<e for one Year :-lant%n! of tree& K) the roa#&%#e :@venue tree&= %n 3.73 I #%a hole&, 0 I #eep #u! %n the !roun#, I%x%n! the&o%l w%th #e<a)e# farI )ar#/&lu#!e Iannure, plant%n! the &apl%n!&, Ka<kOll%n! thetren<h, water%n!, Ox%n! the tree !uar# an# Ia%nta%n%n! the plant& for one )ear=

9enovat%on Lawn& %n<lu#%n!, Ree#%n!, ork%n! the Droun#, Top Gre&&%n! w%th

orke# Fo%l :9enovat%on lawn& %n<lu#%n!, wee#%n!, fork%n! the !roun#, top #re&&%n!w%th forke# &o%l, water%n! an# Ia%ntenan<e the lawn&, for 23 #a)& or Iore, t%ll the!ra&& forI& a th%<k lawn, free froI wee#&, an# Ot for Iov%n! an# #%&po&al ofruKK%&h a& #%re<te#, %n<lu#%n! &uppl)%n! !oo# earth, %f nee#e# Kut ex<lu#%n! the<o&t of well #e<a)e# farI )ar# Ianure=

Fuppl) at F%te Rell Ge<a)e# arI Yar# Manure :Fuppl) at &%te of work well #e<a)e#farI )ar# Ianure, froI an) ava%laKle &our<e, approve# K) the en!%neer %n <har!e%n<lu#%n! &<reen%n! an# &ta<k%n!=

Fuppl) at F%te of Rork/ Ftore B Geo%le# eeI ?ake :Fuppl) at &%te of work/ &toreB#eo%le# neeI <ake #ul) pa<ke# %n u&e# !unn) Ka!&=

Half r%<k ?%r<ular Tree Duar#, %n 6n# <la&& r%<k, %nternal #%aIetre 0.61 Ietre&,an# he%!ht 0.6 Ietre&, aKove !roun# an# 3.63 Ietre Kelow !roun# :Half Kr%<k<%r<ular tree !uar#, %n 6n# <la&& Kr%<k, %nternal #%aIetre 0.61 Ietre&, an# he%!ht

0.6 Ietre&, aKove !roun# an# 3.63 Ietre Kelow !roun#, KottoI two <our&e& la%##r), an# top three <our&e& %n <eIent Iortar 0N7 : 0 <eIent 7 &an#= an# the%nterIe#%ate <our&e& Ke%n! %n #r) hone) <oIK Ia&onr), a& per #e&%!n <oIplete=

A#!%n! w%th 6n# <la&& r%<k&, la%# #r) len!thw%&e :A#!%n! w%th 6n# <la&& Kr%<k&, la%##r) len!thw%&e, %n<lu#%n! ex<avat%on, reOll%n!, <on&ol%#at%on, w%th a han# pa<k%n!an# &prea#%n! nearl) &urplu& earth w%th%n a lea# of 13 Ietre&=

Mak%n! Tree Duar# 12 <I #%a an# 0.2 I h%!h a& per #e&%!n froI eIpt) K%tuIen#ruI :Mak%n! tree !uar# 12 <I #%a an# 0.2 I h%!h a& per #e&%!n froI eIpt)K%tuIen #ruI, &l%t &u%taKl) to perI%t &un an# a%r, :&uppl%e# K) the #epartIent at&to<k %&&ue rate= %n<lu#%n! prov%#%n! an# Ox%n! 6 no& MF &heet r%n!& 13 x 3.1 IIw%th r%vet&, <oIplete %n all re&pe<t=

Mak%n! Tree Duar# 12 <I #%a an# 6 Ietre& h%!h a& per #e&%!n froI eIpt) K%tuIen#ruI& :Mak%n! tree !uar# 12 <I #%a an# 6 Ietre& h%!h a& per #e&%!n froI eIpt)K%tuIen #ruI&, &l%t &u%taKl) to perI%t &un an# a%r, : &uppl%e# K) the #epartIent at

&to<k %&&ue rate= %n<lu#%n! prov%#%n! an# Ox%n! four le!& 83 <I lon! of 23 x 2II MF r%vete# to tree !uar# an# prov%#%n! an# Ox%n! 6 no& MF &heet r%n!& 13 x 3.1II w%th r%vet& <oIplete %n all re&pe<t&=

8/17/2019 SOR-2014-15 (Folder-2).xls


50

00.0

qu%ntal 7312.00

00.04

1834.00

00.63

2366.00

00.60

he<tare 96772.00

Rrou!ht Cron an# M%l# Fteel Rel#e# Rork :Rrou!ht %ron an# I%l# &teel wel#e# work=:u&%n! an!le&, &quare Kar&, tee& an# <hannel !r%ll&, !rat%n! fraIe&, !ate& an# tree!uar#& of an) &%"e an# #e&%!n et<. %n<lu#%n! <o&t of &<reen& an# wel#%n! ro#& orKolt& an# nut& <oIplete Oxe# %n po&%t%on Kut w%thout the <o&t of ex<avat%on an#<on<rete for Ox%n! wh%<h w%ll Ke pa%# &eparatel)=

Tree Duar# w%th MF Cron :-rov%#%n! an# Ox%n! MF %ron tree !uar# 73 <I #%a an# 6Ietre h%!h aKove !roun# level forIe# of 8 o& :61 x 7 II= an# o& :61 x 2 II=vert%<al MF r%vete# to 2 o& :61 x 7 II= %ron r%n!& %n two halve&, Kolte# to!etherw%th II #%a an# 23 II lon! Kolt& %n<lu#%n! pa%nt%n! two <oat& w%th pa%nt ofapprove# Kran# over a <oat of pr%I%n!, <oIplete %n all re&pe<t&.=

ea<h tree!uar#

Tree Duar# w%th MF @n!le Cron an# Fteel R%re :-rov%#%n! an# Ox%n! tree !uar# 3.73Ietre &quare, 6.33 Ietre h%!h faKr%<ate# w%th MF an!le %ron 23 x 23 x 2 II, MF%ron 61 x 2 II an# &teel w%re2 II #%a wel#e# an# faKr%<ate# a& per #e&%!n %n twohalve& Kolte# to!ether=

ea<h tree!uar#

?oIpen&ator) @Pore&tat%on :-lant%n! tree& a& <oIpen&ator) aPore&tat%on at therate of 643 tree& per he<tare at a &pa<%n! of 7 I K) !ruKK%n! an# level%n! the!roun# upto a #epth of 013 II, #%!!%n! hole& 3.4 I #%a, 0 I #eep, I%x%n! farI)ar#/&lu#!e Ianure w%th &o%l, plant%n! of &apl%n! 6 I h%!h w%th 61 <I #%a &teI,Ka<kOll%n! the hole an# water%n!=

8/17/2019 SOR-2014-15 (Folder-2).xls


51

!A"#ER$12

,U'+A#'S


06.0

C Er#%nar) &o%l

@ Manual Mean&:%= upto 2 I #epth <uI 89.00

:%%= 2 I to 7 I #epth <uI 114.00

:%%%= @Kove 7 I #epth <uI 152.00

Me<han%<al Mean&

:%= Gepth upto 2 I <uI 61.00

:%%= Gepth 2 I to 7 I <uI 69.00

:%%%= Gepth aKove 7I <uI 84.00

CC Er#%nar) ro<k :not requ%r%n! Kla&t%n!=

@ Manual Mean&

:%= Gepth upto 2 I <uI 127.00


CCC Har# ro<k : requ%r%n! Kla&t%n! =

@ Manual Mean& <uI 350.00

CQ Har# ro<k : Kla&t%n! proh%K%te# =

@ Me<han%<al Mean& <uI 369.00

Q Mar&h) &o%l

:%= upto 2 I #epth

@ Manual Iean& <uI 316.00


QC a<k %ll%n! %n Mar&h) oun#at%on -%t& <uI 205.00

06.6

06.2 Fan# %ll %n! %n oun#at%on Tren<he& a& per Graw%n! Te<hn%<al Fpe<%O<at%on <uI 256.00

06.8<uI 3772.00

06.1

:%= 9ate for r%<k Rork %n ?. M. 0N6 %n foun#at%on <uI 5049.00

:%%= 9ate for r%<k Rork %n ?. M. 0N2 %n foun#at%on <uI 4747.00

:%%%= 9ate for r%<k Rork %n ?. M. 0N8 %n foun#at%on <uI 4542.00

:%v= 9ate for r%<k Rork %n ?. M. 0N7 %n foun#at%on <uI 4343.00

06.7 @ ?eIent Iortar0N2 :0<eIent N2 &an#= <uI 3333.00

?eIent Iortar0N6 :0<eIent N6 &an#= <uI 4247.00

? ?eIent Iortar0N8 :0<eIent N8 &an#= <uI 2711.00

G ?eIent Iortar0N7 :0<eIent N7 &an#= <uI 2107.00

06.5

:a= Fquare 9uKKle ?our&e# ruKKle Ia&onr): Or&t &ort = <uI 2933.00

:K= 9an#oI 9uKKle Ma&onr) <uI 2879.00

06.

@ -?? Dra#e M01 <uI 4128.00

-?? Dra#e M63 <uI 4685.00

? 9?? Dra#e M63

?a&e C &%n! <on<rete I%xer <uI 4713.00

CteIo.

Ax<avat%on for Ftru<ture& :Aarth work %n ex<avat%on of foun#at%on of &tru<ture& a&per #raw%n! an# te<hn%<al &pe<%O<at%on, %n<lu#%n! &ett%n! out, <on&tru<t%on of&hor%n! an# Kra<%n!, reIoval of &tuIp& an# other #eleter%ou& Iatter, #re&&%n! of&%#e& an# KottoI an# Ka<kOll%n! w%th approve# Iater%al.=

%ll%n! @nnular Fpa<e @roun# oot%n! %n 9o<k :Lean <eIent <on<rete 0N2N7 noI%nalI%x. 9ate Ia) Ke taken a& per %teI& 02.8.=

-?? 0N2N7 %n oun#at%on :-la%n <eIent <on<rete 0N2N7 noI%nal I%x %n foun#at%onw%th <ru&he# &tone a!!re!ate 83 II noI%nal &%"e Ie<han%<all) I%xe#, pla<e# %nfoun#at%on an# <oIpa<te# K) v%Krat%on %n<lu#%n! <ur%n! for 08 #a)&.=

r%<k Ia&onr) work %n <eIent Iortar %n foun#at%on <oIplete ex<lu#%n! po%nt%n! an#pla&ter%n!, a& per #raw%n! an# te<hn%<al &pe<%O<at%on&

Ftone Ia&onr) work %n <eIent Iortar 0N2 %n foun#at%on <oIplete a& #raw%n! an# Te<hn%<al Fpe<%O<at%on

-la%n/9e%nfor<e# <eIent <on<rete %n open foun#at%on <oIplete a& per #raw%n! an#te<hn%<al &pe<%O<at%on&

8/17/2019 SOR-2014-15 (Folder-2).xls


52

?a&e CC R%th at<h%n! -lant, Tran&%t M%xer an# ?on<rete -uIp <uI 4626.00

G -?? Dra#e M61

?a&e C &%n! <on<rete M%xer <uI 5131.00


A 9?? Dra#e M61



-?? Dra#e M23

?a&e C &%n! ?on<rete M%xer <uI 5168.00

?a&e CC &%n! at<h%n! -lant, Tran&%t M%xer an# ?on<rete -uIp <uI 5080.00

D 9?? Dra#e M23



H 9?? Dra#e M21



06.4

@ea<h 36325.00

ea<h 149682.00

?Ietre 3183.00

06.03tonne 84964.00

06.00

@ Rell <urK

:%= 9?? M63 Dra#e



:%%= 9?? M61 Dra#e



:%%%= 9?? M21 Dra#e



Rell &te%n%n!

:C= -?? M01 Dra#e <uI 4367.00

:%%= -?? M63 Dra#e <uI 4956.00

:%%%= 9?? M63 Dra#e



:%v= -?? M61 Dra#e?a&e C &%n! <on<rete I%xer <uI 5440.00


:v= 9?? M61 Dra#e



:v%= -?? M23 Dra#e



-rov%#%n! an# <on&tru<t%n! teIporar) %&lan# 07 I #%aIeter for <on&tru<t%on of wellfoun#at%on for I #%a. Rell.

@&&uI%n! #epth of water 0.3 I an# he%!ht of %&lan# to Ke 0.61I %n<lu#%n! 9o)alt)for earth 9&. 257.33 for ea<h C&lan#.

@&&uI%n! #epth of water 8.3 I an# he%!ht of %&lan# 8.1 I %n<lu#%n! 9o)alt) for

earth 9&. 02171.33 for ea<h C&lan#.-rov%#%n! an# <on&tru<t%n! one &pan &erv%<e roa# to rea<h %&lan# lo<at%on froI onep%er lo<at%on to another p%er lo<at%on %n<lu#%n! 9o)alt) for earth 9&. 661.33 per Ifor &erv%<e 9oa#.

-rov%#%n! an# la)%n! <utt%n! e#!e of I%l# &teel we%!h%n! 83 k! per Ietre for wellfoun#at%on <oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on.

-la%n/9e%nfor<e# <eIent <on<rete, %n well foun#at%on <oIplete a& per #raw%n! an#te<hn%<al &pe<%O<at%on

8/17/2019 SOR-2014-15 (Folder-2).xls


53

:v%%= 9?? M23 Dra#e



:v%%%= 9?? M21 Dra#e



:%x= 9?? M83 Dra#e 5911.00

? ottoI -lu!

:%= -?? Dra#e M63


?a&e CC &%n! at<h%n! -lant, Tran&%t M%xer an# ?rane/<on<rete puIp <uI 5036.00

:%%= -?? Dra#e M61



:%%%= -?? Dra#e M23



:%v= -?? Dra#e M21



G CnterIe#%ate plu!:C= Dra#e M63 -??



:%%= Dra#e M61 -??



:%%%= Dra#e M23 -??



A Top plu!

:%= Dra#e M01 -??


:%%= Dra#e M63 -??


:%%%= Dra#e M61 -??



:%v= Dra#e M23 -??



Rell <ap

:%= 9?? Dra#e M63

?a&e C &%n! <on<rete M%xer <uI 4664.00?a&e CC &%n! at<h%n! -lant, Tran&%t M%xer an# ?on<rete -uIp <uI 4575.00

:%%= 9?? Dra#e M61



:%%%= 9?? Dra#e M23



:%v= 9?? Dra#e M21

8/17/2019 SOR-2014-15 (Folder-2).xls


54



:v= 9?? M83 Dra#e <uI 5576.00

06.06

@ Fan#) &o%l

:%= Gepth Kelow Ke# level upto 2.3 M Ietre 4368.00

:%%= e)on# 2I upto 03I #epth Ietre 6350.00

:%%%= e)on# 03I upto 63I

a Ietre 8387.00

:%v= e)on# 63I upto 23 I

a Ietre 15733.00

K 18880.00

:v= e)on# 23I upto 83 I Ietre

a 37380.00

K Ietre 44856.00

?la)e) &o%l : 7I #%a. Rell =



:%%%= e)on# 03 I upto 63 I

a Ietre 18845.00

K @## for #ewater%n! 1 of <o&t, %f requ%re#. Ietre 19787.00


a Ietre 35349.00

K @## 1 of <o&t for #ewater%n! of the <o&t, %f requ%re# Ietre 46395.00

< Ietre 44186.00

:v= e)on# 23I upto 83 I

a Ietre83985.00

K @## 1 of <o&t for #ewater%n!, %f requ%re# Ietre 105821.00

< Ietre 100782.00

? Foft ro<k :7I #%a well =

:%= Gepth of &oft ro<k &trata upto 2I Ietre 16814.00

G Har# ro<k :7I #%a well =


06.02

@ Fan#) &o%l



:%%%= e)on# 03I upto 63I

aIetre 12177.00


aIetre 22840.00

F%nk%n! of 7 I external #%aIeter well : other than pneuIat%< Ietho# of &%nk%n! =throu!h all t)pe& of &trata naIel) &an#) &o%l, <la)e) &o%l an# ro<k a& &hown a!a%n&tea<h <a&e, <oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&. Gepth of &%nk%n! %&re<kone# froI Ke# level.

@## 1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter

@## 5.1 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter

@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour .





@## 61 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an#LaKour =.

@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for the

prev%ou& Ieter

@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an# LaKour=.

8/17/2019 SOR-2014-15 (Folder-2).xls


55

K Ietre 27409.00


a Ietre 54265.00

K Ietre 65118.00

?la)e) &o%l : 5I #%a. Rell =

:C= Gepth Kelow Ke# level upto 2.3 M Ietre 9220.00


:%%%= e)on# 03 I upto 63 Ia Ietre 19574.00



a Ietre 36719.00

K @## 1 of <o&t for #ewater%n! on the <o&t, %f requ%re# Ietre 48194.00

< Ietre 45899.00


a Ietre 87239.00


< 104687.00

? Foft ro<k : 5I #%a well =


G Har# ro<k : 5I #%a well =

:%= Gepth upto 2 I Ietre 21620.00

06.08

@ Fan#) &o%l



:%%%= e)on# 03I upto 63I

a Ietre 13634.00


a Ietre 25573.00

K Ietre 30688.00


a Ietre 60759.00

K Ietre 72910.00

?la)e) &o%l : I #%a. Rell =

:%= Gepth upto 2.3 M Ietre 11276.00:%%= e)on# 2I upto 03I #epth Ietre 15296.00

:%%%= e)on# 03 I upto 63 I

a Ietre 20201.00



a Ietre 37891.00


@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent an#LaKour= .

@## 03 for ever) a##%t%onal Ieter #epth of &%nk%n! over the rate of &%nk%n! for theprev%ou& Ieter@## 63 of <o&t for entle#!e %n<lu#%n! &upport&, loa#%n! arran!eIent, an# LaKouret<.






F%nk%n! of I external #%aIeter well : other than pneuIat%< Ietho# of &%nk%n! =throu!h all t)pe& of &trata naIel) &an#) &o%l, <la)e) &o%l an# ro<k a& &hown a!a%n&tea<h <a&e, <oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&. Gepth of &%nk%n! %&re<kone# froI Ke# level.

8/17/2019 SOR-2014-15 (Folder-2).xls


56

< Ietre 47364.00


a Ietre 90025.00


< Ietre 108030.00

? Foft ro<k : I #%a well =

:%= Gepth %n &oft ro<k &trata upto 2I Ietre 17190.00

G Har# ro<k : I #%a well =:%= Gepth %n har# ro<k &trata upto 2 I Ietre 21535.00

06.01

@ Fan#) &o%l



:%%%= e)on# 03I upto 63I

a Ietre 14977.00


a Ietre 28094.00

K Ietre 33713.00


a Ietre 66746.00

K Ietre 80096.00

?la)e) &o%l : 4I #%a. Rell =



:%%%= e)on# 03 I upto 63 I

a Ietre 21801.00

K @## for #ewater%n! 1 of <o&t, %f requ%re#. Ietre 22891.00:%v= e)on# 63I upto 23 I

a Ietre 40892.00


< Ietre 51115.00


a Ietre 97154.00


< Ietre 116584.00

? Foft ro<k : 4I #%a well =

:%= Gepth upto 2I Ietre 21787.00

G Har# ro<k : 4I #%a well =

:%= Gepth of har# ro<k &trata upto 2 I Ietre 24981.00

06.07

@ Fan#) &o%l

8/17/2019 SOR-2014-15 (Folder-2).xls


57


:%%%= e)on# 03I upto 63I

a Ietre 15753.00


a Ietre 29547.00

K Ietre 35457.00


a Ietre 70200.00

K Ietre 84240.00

?la)e) &o%l :03I #%a. Rell =



:%%%= e)on# 03 I upto 63 I

a Ietre 21255.00



a Ietre 39869.00

VK @## 1 of <o&t for #ewater%n! on the <o&t, %f requ%re# Ietre 52328.00

< Ietre 49836.00


a Ietre 94725.00


< 113670.00





06.05

@ Fan#) &o%l

:%= Gepth froI Ke# level upto 2.3 M Ietre 23941.00


:%%%= e)on# 03I upto 63I

a Ietre 23456.00


a Ietre 43998.00

K Ietre 52798.00


a Ietre 104536.00

K Ietre 125443.00

?la)e) &o%l :00 I #%a. Rell =



:%%%= e)on# 03 I upto 63 I










F%nk%n! of 00 I external #%aIeter well : other than pneuIat%< Ietho# of &%nk%n! =

throu!h all t)pe& of &trata naIel) &an#) &o%l, <la)e) &o%l an# ro<k a& &hown a!a%n&tea<h <a&e, <oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&. Gepth of &%nk%n! %&re<kone# froI Ke# level.

8/17/2019 SOR-2014-15 (Folder-2).xls


58

a Ietre 43583.00



a Ietre 81752.00


< Ietre 102190.00


aIetre 194230.00


< Ietre 233077.00




:%= Gepth of har# ro<k upto 2 I Ietre 67136.00

06.0

@ Fan#) &o%l

:%= C= Gepth Kelow Ke# level upto 2.3 M Ietre 48871.00:%%= e)on# 2I upto 03I #epth Ietre 54178.00

:%%%= e)on# 03I upto 63I

a Ietre 71552.00


a Ietre 134212.00

K Ietre 161054.00


a Ietre 318868.00

K Ietre 382642.00

?la)e) &o%l :06 I #%a. Rell =:%= Gepth Kelow Ke# level upto 2.3 M Ietre 52649.00


:%%%= e)on# 03 I upto 63 I

a Ietre 110857.00



a Ietre 207940.00


< Ietre 259925.00

:v= e)on# 23I upto 83 Ia Ietre 494034.00


< Ietre 592841.00









prev%ou& Ieter

8/17/2019 SOR-2014-15 (Folder-2).xls


59

06.04

@ Fan#) &o%l



:%%%= e)on# 03I upto 63I

a Ietre 15788.00

:%v= e)on# 63I upto 23 Ia Ietre 29613.00

K Ietre 35536.00


a Ietre 70359.00

K Ietre 84430.00

?la)e) &o%l :Tw%n G T)pe Rell =



:%%%= e)on# 03 I upto 63 I

aIetre 23617.00



a Ietre 44299.00


< Ietre 55374.00


a Ietre 105248.00


< Ietre 126297.00

? Foft ro<k :Tw%n G T)pe well =


G Har# ro<k :Tw%n G T)pe well =


06.63

-VALUE

06.60 Fan# Oll%n! %n well& <oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on& <uI 256.00

06.66tonne 78296.00

06.62Ietre 5382.00

06.68Ietre 8804.00

F%nk%n! of Tw%n G T)pe well : other than pneuIat%< Ietho# of &%nk%n! = throu!h allt)pe& of &trata naIel) &an#) &o%l, <la)e) &o%l an# ro<k a& &hown a!a%n&t ea<h <a&e,<oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&. Gepth of &%nk%n! %& re<kone#froI Ke# level.






prev%ou& Ieter





-neuIat%< &%nk%n! of well& w%th equ%pIent of approve# #e&%!n, #raw%n! an#&pe<%O<at%on& worke# K) <oIpetent an# tra%ne# per&onnel an# <oIpr%&%n! of<oIpre&&%on an# #e<oIpre&&%on <haIKer&, re#u<er&, two a%r lo<k& &eparatel) forIen an# plant Iater%al&, arran!eIent for &uppl) of fre&h a%r to work%n!<haIKer&, <he<k valve&, exhau&t valve&, &haft& Ia#e froI &teel plate& of r%vete#<on&tru<t%on not le&& than 7 II th%<k to w%th&tan# an a%r pre&&ure of 3.13 M-a,<ontrolle# Kla&t%n! of har# ro<k where requ%re#, &ta%r<a&e& an# 0 I w%#e lan#%n!plate forI& w%th ra%l%n!, arran!eIent for <oIpre&&%on an# #e<oIpre&&%on, ele<tr%<l%!ht%n! of 13 Q Iax%IuI, proper rooI& for re&t an# Ie#%<al exaI%nat%on& an#<oIpl%an<e w%th &afet) pre<aut%on& a& per CFN802, all a& per <lau&e0635.7 of

Mo9TH Fpe<%O<at%on&.

-rov%#%n! &teel l%ner 03 II th%<k for <urK& an# 7II th%<k for &te%n%n! of well&%n<lu#%n! faKr%<at%n! an# &ett%n! out a& per #eta%le# #raw%n!

ore# <a&tB%nB&%tu M21 !ra#e 9.?.?. p%le ex<lu#%n! re%nfor<eIent <oIplete a& per#raw%n! an# te<hn%<al &pe<%O<at%on& an# reIoval of ex<avate# earth w%th all l%ft&an# lea# upto 0333 I. :-%le #%aIeterB513 II=

8/17/2019 SOR-2014-15 (Folder-2).xls


60

06.61Ietre 11252.00

06.67Ietre 4041.00

06.65Ietre 6485.00

06.6Ietre 9458.00

06.64Ietre -VALUE

06.23Ietre -VALUE

06.20Ietre -VALUE

06.26Ietre -VALUE

06.22Ietre -VALUE

06.28Ietre -VALUE

06.21Ietre -VALUE

06.27Ietre -VALUE

06.25-%le loa# te&t on &%n!le vert%<al p%le %n a<<or#an<e w%th CFN6400:-artBCQ= tonne 5300.00

06.2

@ 9?? Dra#e M63

:%= &%n! ?on<rete M%xer <uI 4678.00

:%%= &%n! at<h%n! -lant, Tran&%t M%xer an# ?on<rete -uIp <uI 4609.00

9?? Dra#e M61

:%= &%n! <on<rete I%xer. <uI 5158.00


? 9?? Dra#e M23

:%= &%n! <on<rete I%xer. <uI 5219.00:%%= &%n! at<h%n! -lant, Tran&%t M%xer an# ?on<rete -uIp <uI 5150.00

G 9?? Dra#e M21

:%= &%n! <on<rete I%xer. <uI 5346.00


06.24 Levell%n! <our&e for -%le <ap <uI 3955.00

06.83tonne 69220.00

06.80tonne 73230.00


Gr%ven <a&tB%nBpla<e vert%<al M21 !ra#e 9.?.?. p%le ex<lu#%n! re%nfor<eIent <oIpletea& per #raw%n! an# Te<hn%<al Fpe<%O<at%on :-%le #%aIeter B 513 II=

Gr%ven <a&tB%nBpla<e vert%<al M21 !ra#e 9.?.?. p%le& ex<lu#%n! re%nfor<eIent<oIplete a& per #raw%n! an# Te<hn%<al Fpe<%O<at%on :-%le #%aIeter B 0333 II=

Gr%ven <a&tB%nBpla<e vert%<al M21 !ra#e 9.?.?. p%le& ex<lu#%n! re%nfor<eIent<oIplete a& per #raw%n! an# Te<hn%<al Fpe<%O<at%on :-%le #%aIeter B 0633 II=

Gr%ven pre<a&t vert%<al M21 !ra#e 9.?.?. p%le& ex<lu#%n! re%nfor<eIent <oIplete a&per #raw%n! an# Te<hn%<al Fpe<%O<at%on :-%le G%aIeter(133 II=



Gr%ven pre<a&t vert%<al M21 !ra#e 9.?.?. p%le& ex<lu#%n! re%nfor<eIent <oIplete a&per #raw%n! an# Te<hn%<al Fpe<%O<at%on :F%"e of p%le B 233 II x 233 II=



Gr%ven vert%<al &teel p%le& <oIplete a& per #raw%n! an# Te<hn%<al Fpe<%O<at%on:Fe<t%on of the p%le B H Fe<t%on &teel <oluIn 833 x 613 II :CFH Fer%e&= =

Gr%ven vert%<al &teel p%le& <oIplete a& per #raw%n! an# Te<hn%<al Fpe<%O<at%on:Fe<t%on of the p%le B H Fe<t%on &teel <oluIn 813 x 613 II :CFH Fer%e&= =

?eIent <on<rete for re%nfor<e# <on<rete %n p%le <ap <oIplete a& per #raw%n! an# Te<hn%<al Fpe<%O<at%on

Fuppl)%n!, Ott%n! an# pla<%n! unB<oate# HYFG Kar re%nfor<eIent %n foun#at%on<oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&

Fuppl)%n!, Ott%n! an# pla<%n! unB<oate# M%l# &teel re%nfor<eIent <oIplete %nfoun#at%on a& per #raw%n! an# te<hn%<al &pe<%O<at%on

8/17/2019 SOR-2014-15 (Folder-2).xls


61

!A"#ER$13

SU%$S#RU#URE


02.0<uI 4771.00

02.603 &qI 430.00

02.203 &qI 953.00

02.8

@ 9an#oI 9uKKle Ma&onr) <uI 2908.00

?our&e# ruKKle Ia&onr) :Or&t &ort = <uI 2999.00

? @&hlar Ia&onr) : Or&t &ort = <uI 3765.00

02.1

@ -?? Dra#e M01

:p= He%!ht upto 1I <uI 4367.00

-?? Dra#e M63


? -?? Dra#e M61

:p= He%!ht upto 1I?a&e C &%n! <on<rete M%xer <uI 5440.00


:q= He%!ht 1I to 03I



:r= He%!ht aKove 03I



G -?? Dra#e M23

:p= He%!ht upto 1I


?a&e CC R%th at<h%n! -lant, Tran&%t M%xer an# ?on<rete -uIp <uI 5398.00:q= He%!ht 1I to 03I






A 9?? Dra#e M63

:p= He%!ht upto 1I




?a&e C &%n! <on<rete M%xer <uI 5168.00?a&e CC R%th at<h%n! -lant, Tran&%t M%xer an# ?on<rete -uIp <uI 5069.00




9?? Dra#e M61

:p= He%!ht upto 1I









D 9?? Dra#e M23

:p= He%!ht upto 1I




CteIo.

r%<k Ia&onr) work %n 0N2 %n &uKB&tru<ture <oIplete ex<lu#%n! po%nt%n! an#pla&ter%n!, a& per #raw%n! an# te<hn%<al &pe<%O<at%on&

-o%nt%n! w%th <eIent Iortar :0N2 = on Kr%<k work %n &uK&tru<ture a& per Te<hn%<al&pe<%O<at%on&

-la&ter%n! w%th <eIent Iortar :0N2 = on Kr%<k work %n &uKB&tru<ture a& per Te<hn%<al&pe<%O<at%on&

Ftone Ia&onr) work %n <eIent Iortar 0N2 for &uK&tru<ture <oIplete a& per #raw%n!an# Te<hn%<al Fpe<%O<at%on&

-la%n/9e%nfor<e# <eIent <on<rete %n &uKB&tru<ture <oIplete a& per #raw%n! an#te<hn%<al &pe<%O<at%on&

8/17/2019 SOR-2014-15 (Folder-2).xls


62






H 9?? Dra#e M21

:p= He%!ht upto 1I



:q= He%!ht 1I to 03I?a&e C &%n! <on<rete M%xer <uI 5763.00





02.7tonne 69327.00

02.5tonne 72707.00

02.

ea<h 124.00

02.4

@ Dranular Iater%al <uI 480.00

Fan#) Iater%al <uI 408.00

02.03

<uI 1219.00

02.00

312.00

02.06

209.00

02.02

-VALUE

02.08

0.72

02.01 396.00

02.07

178.00

Fuppl)%n!, Ott%n! an# pla<%n! HYFG Kar re%nfor<eIent %n &uKB&tru<ture <oIplete a&per #raw%n! an# te<hn%<al &pe<%O<at%on&

Fuppl)%n!, Ott%n! an# pla<%n! M%l# &teel re%nfor<eIent <oIplete %n &uKB&tru<ture a&per #raw%n! an# te<hn%<al &pe<%O<at%on

-rov%#%n! weep hole& %n r%<k Ia&onr)/-la%n/9e%nfor<e# <on<rete aKutIent, w%n!wall/return wall w%th 033 II #%a @? p%pe, exten#%n! throu!h the full w%#th of the&tru<ture w%th &lope of 0Q N63H towar#& #raw%n! fo<e. ?oIplete a& per #raw%n! an#

Te<hn%<al &pe<%O<at%on&a<k Oll%n! Keh%n# aKutIent, w%n! wall an# return wall <oIplete a& per #raw%n!an# Te<hn%<al &pe<%O<at%on

-rov%#%n! an# la)%n! of %lter Ie#%a w%th !ranular Iater%al&/&tone <ru&he#a!!re!ate& &at%&f)%n! the requ%reIent& la%# #own %n <lau&e 6138.6.6. of Mo9TH&pe<%O<at%on& to a th%<kne&& of not le&& than 733 II w%th &Ialler &%"e towar#& the&o%l an# K%!!er &%"e towar#& the wall an# prov%#e# over the ent%re &urfa<e Keh%n#aKutIent, w%n! wall an# return wall to the full he%!ht <oIpa<te# to a OrI <on#%t%on<oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on.

Fuppl)%n!, Ott%n! an# Ox%n! %n po&%t%on true to l%ne an# level <a&t &teel ro<kerKear%n! <onforI%n! to C9?N 2:-t.B0= &e<t%on C an# <lau&e 6332 of Mo9TH

&pe<%O<at%on& <oIplete %n<lu#%n! all a<<e&&or%e& a& per #raw%n! an# Te<hn%<alFpe<%O<at%on&.

tonne

<apa<%t)

Fuppl)%n!, Ott%n! an# Ox%n! %n po&%t%on true to l%ne an# level for!e# &teel rollerKear%n! <onforI%n! to C9?N 2:-t.B0= &e<t%on C an# <lau&e 6332 of Mo9TH&pe<%O<at%on& <oIplete %n<lu#%n! all a<<e&&or%e& a& per #raw%n! an# Te<hn%<alFpe<%O<at%on&.

tonne<apa<%t)

Fuppl)%n!, Ott%n! an# Ox%n! %n po&%t%on true to l%ne an# level &l%#%n! plate Kear%n!w%th -TA &urfa<e &l%#%n! on &ta%nle&& &teel <oIplete %n<lu#%n! all a<<e&&or%e& a& per#raw%n! an# Te<hn%<al Fpe<%O<at%on& an# FN 1833, &e<t%on 4.0 4.6 :for -TA=an# <lau&e 6338 of Mo9TH Fpe<%O<at%on&.

tonne<apa<%t)

Fuppl)%n!, Ott%n! an# Ox%n! %n po&%t%on true to l%ne an# level ela&toIer%< Kear%n!<onforI%n! to C9?N 2 :-artBCC= &e<t%on C an# <lau&e 6331 of Mo9TH &pe<%O<at%on&<oIplete %n<lu#%n! all a<<e&&or%e& a& per #raw%n! an# Te<hn%<al Fpe<%O<at%on&.

<uK%<<ent%Ietre

Fuppl)%n!, Ott%n! an# Ox%n! %n po&%t%on true to l%ne an# level &l%#%n! plate Kear%n!w%th &ta%nle&& &teel plate &l%#%n! on &ta%nle&& &teel plate w%th I%l# &teel Iatr%x<oIplete %n<lu#%n! all a<<e&&or%e& a& per #raw%n! an# Te<hn%<al Fpe<%O<at%on&.

tonne<apa<%t)

Fuppl)%n!, Ott%n! an# Ox%n! %n po&%t%on true to l%ne an# level -ETB-TA Kear%n!<on&%&t%n! of a Ietal p%&ton &upporte# K) a #%&< or unre%nfor<e# ela&toIer <onOne#w%th%n a Ietal <)l%n#er, &eal%n! r%n!&, #u&t &eal&, -TA &urfa<e &l%#%n! a!a%n&t&ta%nle&& &teel Iat%n! &urfa<e, <oIpletre a&&eIKl) to Ke of <a&t &teel/faKr%<ate#&tru<tural &teel, Ietal an# ela&toIer eleIent& to Ke a& per C9?N 2 partBC CCre&pe<t%vel) an# other part& <onforI%n! to FN 1833, &e<t%on 4.0 4.6 an# <lau&e6337 of Mo9TH Fpe<%O<at%on& <oIplete a&per #raw%n! an# approve# te<hn%<al&pe<%O<at%on&.

tonne<apa<%t)

8/17/2019 SOR-2014-15 (Folder-2).xls


8/17/2019 SOR-2014-15 (Folder-2).xls


64

:%= or &ol%# &laK &uperB&tru<ture, 63B23 of :aUKU<=


:q= He%!ht 1I to 03I <uI 6156.00

:r= He%!ht aKove 03I <uI 6402.00

:%%= or TBKeaI &laK, 61B21 of :aUKU<=


:q= He%!ht 1I to 03I <uI 6402.00


G 9??/-F? Dra#e M21

?a&e 0 &%n! <on<rete I%xer.:%= or &ol%# &laK &uperB&tru<ture, 0B6 of :aUKU<=


:q= He%!ht 1I to 03I <uI 6326.00




:q= He%!ht 1I to 03I <uI 6584.00


:%%%= or Kox !%r#er an# Kalan<e# <ant%lever, 2B1 of <o&t of <on<rete.


:q= He%!ht 1I to 03I <uI 7612.00


?a&e CC &%n! at<h%n! -lant, Tran&%t M%xer an# ?on<rete -uIp



:q= He%!ht 1I to 03I <uI 6207.00




:q= He%!ht 1I to 03I <uI 6459.00




:q= He%!ht 1I to 03I <uI 7468.00


A -F? Dra#e MB83

?a&e 0 &%n! <on<rete I%xer.



:q= He%!ht 1I to 03I <uI 6877.00




:q= He%!ht 1I to 03I <uI 7152.00


?a&e CC &%n! at<h%n! -lant, Tran&%t M%xer an# ?on<rete -uIp

:%= or &ol%# &laK &uperB&tru<ture, 0B6 of :aUKU<=:p= He%!ht upto 1I <uI 6348.00

:q= He%!ht 1I to 03I <uI 6617.00




:q= He%!ht 1I to 03I <uI 6886.00




:q= He%!ht 1I to 03I <uI 7962.00

8/17/2019 SOR-2014-15 (Folder-2).xls


65

-F? Dra#e MB81

:%= or &ol%# &laK/vo%#e# &laK &uperB&tru<ture, 07B67 of <o&t of <on<rete :aUKU<=


:q= He%!ht 1I to 03I <uI 6873.00


:%%=


:q= He%!ht 1I to 03I <uI 7157.00


:%%%=


:q= He%!ht 1I to 03I <uI 8293.00


D -F? Dra#e MB13

:%=


:q= He%!ht 1I to 03I <uI 8548.00


H -F? Dra#e MB 11

:%=


:q= He%!ht 1I to 03I <uI 9035.00


08.6tonne 70212.00

08.2tonne 111034.00

08.8<uI 10228.00

08.1

&qI -VALUE

08.7

Ietre 1791.00

08.5

Ietre 1736.00

08.Ietre 3123.00

08.4 Gra%na!e Fpout& <oIplete a& per #raw%n! an# Te<hn%<al &pe<%O<at%on ea<h 906.00

08.03<uI 3970.00

08.00<uI 8532.00

08.06tonne VALUE

08.02<uI -VALUE

08.08 -rov%#%n! an# Ox%n! Hel%<al p%pe& %n vo%#e# <on<rete &laK& Ietre -VALUE

or CBKeaI &laK %n<lu#%n! laun<h%n! of pre<a&t !%r#er& K) laun<h%n! tru&& upto 83I &pan, 60B20 of <o&t of <on<rete.

or <a&tB%nB&%tu Kox !%r#er, &e!Iental <on&tru<t%on an# Kalan<e# <ant%lever, 27B17 of <o&t of <on<rete.

or <a&tB%nB&%tu Kox !%r#er, &e!Iental <on&tru<t%on an# Kalan<e# <ant%lever, 21B11 of <o&t of <on<rete

or <a&tB%nB&%tu Kox !%r#er, &e!Iental <on&tru<t%on an# Kalan<e# <ant%lever, 21B11 of <o&t of <on<rete

a= Fuppl)%n!, Ott%n! an# pla<%n! HYFG Kar re%nfor<eIent %n &uperB&tru<ture<oIplete a& per #raw%n! an# te<hn%<al &pe<%O<at%on&

H%!h ten&%le &teel w%re&/&tran#& %n<lu#%n! all a<<e&&or%e& for &tre&&%n!, &tre&&%n!operat%on& an# !rout%n! <oIplete a& per #raw%n! an# Te<hn%<al Fpe<%O<at%on&

-rov%#%n! an# la)%n! ?eIent <on<rete wear%n! <oat MB23 !ra#e %n<lu#%n!re%nfor<eIent <oIplete a& per #raw%n! an# Te<hn%<al Fpe<%O<at%on&Ma&t%< @&phalt :-rov%#%n! an# la)%n! 06 II th%<k Ia&t%< a&phalt wear%n! <our&e ontop of #e<k &laK ex<lu#%n! pr%Ie <oat w%th pav%n! !ra#e K%tuIen Ieet%n! therequ%reIent& !%ven %n taKle 133B64, prepare# K) u&%n! Ia&t%< <ooker an# la%# to

requ%re# level an# &lope after <lean%n! the &urfa<e, %n<lu#%n! prov%#%n! ant%&k%#&urfa<e w%th K%tuIen pre<oate# One !ra%ne# har# &tone <h%pp%n! of 4.1 II noI%nal&%"e at the rate of 3.331<uI per 03 &qI an# at an approx%Iate &pa<%n! of 03 <I<enter to <enter %n Koth #%re<t%on&, pre&&e# %nto &urfa<e when the teIperature of&urfa<e& not le&& than 033 #e!. ?, protru#%n! 0 II to 8 II over Ia&t%< &urfa<e,all <oIplete a& per <lau&e 101.=

?on&tru<t%on of pre<a&t 9?? ra%l%n! of M23 Dra#e, a!!re!ate &%"e not ex<ee#%n! 06II, true to l%ne an# !ra#e, toluren<e of vert%<al 9?? po&t not to ex<ee# 0 %n 133,<entre to <entre &pa<%n! Ketween vert%<al po&t not to ex<ee# 6333 II, leav%n!a#equate &pa<e Ketween vert%<al po&t for expan&%on, <oIplete a& per approve##raw%n!& an# te<hn%<al &pe<%O<at%on&.

?on&tru<t%on of 9?? ra%l%n! of M23 Dra#e %nB&%tu w%th 63 II noI%nal &%"ea!!re!ate, true to l%ne an# !ra#e, toluren<e of vert%<al 9?? po&t not to ex<ee# 0 %n133, <entre to <entre &pa<%n! Ketween vert%<al po&t not to ex<ee# 6333 II,leav%n! a#equate &pa<e Ketween vert%<al po&t for expan&%on, <oIplete a& per

approve# #raw%n!& an# te<hn%<al &pe<%O<at%on&.-rov%#%n!, Ott%n! an# Ox%n! I%l# &teel ra%l%n! <oIplete a& per #raw%n! an# Te<hn%<alFpe<%O<at%on

-?? M01 Dra#e level%n! <our&e Kelow approa<h &laK <oIplete a& per #raw%n! an# Te<hn%<al &pe<%O<at%on

9e%nfor<e# <eIent <on<rete approa<h &laK %n<lu#%n! re%nfor<eIent an# forIwork<oIplete a& per #raw%n! an# Te<hn%<al &pe<%O<at%on

-rov%#%n! ant%B<orro&%ve treatIent to HYFG re%nfor<eIent w%th u&%on on#e# Apox)?oat%n! :A?= :To Ke taken a& per the preva%l%n! Iarket rate&.=re<a& B pre en& one r er& rov n!, pre<a& n!, ran&por a on an p a< n! n

po&%t%on pre<a&t preten&%one# <on<rete !%r#er& a& per #raw%n! an# te<hn%<al& e<%O<at%on&=

8/17/2019 SOR-2014-15 (Folder-2).xls


66

08.01Ietre VALUE

08.07Ietre 67.00

08.05

Ietre 1284.00

08.0 %ller jo%nt

:%=Ietre 3057.00

:%%=Ietre 212.00

:%%%=

Ietre 299.00

:%v=Ietre 19.20

08.04

Ietre 1122.00

08.63

Ietre 28075.00

08.60

Ietre -VALUE

08.66

Ietre 8754.00

08.62

Ietre 29462.00

08.68

Ietre -VALUE

?ra&h arr%er& :The rate anal)&%& for r%!%# <ra&h Karr%er %n re%nfor<e# <eIent<on<rete, &eI%Br%!%# <ra&h Karr%er w%th Ietal KeaI an# Sex%Kle <ra&h Karr%er w%thw%re rope& have Keen Ia#e an# %n<lu#e# %n <hapterB on TraX< an# Tran&portat%on.=

-a%nt%n! on <on<rete &urfa<e :-rov%#%n! an# appl)%n! 6 <oat& of water Ka&e# <eIentpa%nt to unpla&tere# <on<rete &urfa<e after <lean%n! the &urfa<e of #%rt, #u&t, o%l,!rea&e, eWore&<en<e an# appl)%n! pa%nt of 0 l%tre for 6 Fq.I. =

urr%e o%nt -rov% %n! an a)%n! a urr%e expan&%on jo%nt, expan&%on !ap e%n!63 II, <overe# w%th 06 II th%<k, 633 II w%#e !alvan%&e# w%el#aKle &tru<tural&teel plate a& per CFN 6376, pla<e# &)IIetr%<al to <entre l%ne of the jo%nt, re&t%n!freel) over the top &urfa<e of the #e<k <on<rete, wel#%n! of II #%a. 033 II lon!!alvan%&e# na%l& &pa<e# 233 II </< alon! the <entre l%ne of the plate, all a&

& e<%Oe# %n <lau&e 6738.=

-rov%#%n! Ox%n! 6 II th%<k <orru!ate# <opper plate %n expan&%on jo%nt <oIpletea& per #raw%n! Te<hn%<al Fpe<%O<at%on.

-rov%#%n! Ox%n! 63 II th%<k <oIpre&&%Kle OKre Koar# %n expan&%on jo%nt <oIpletea& per #raw%n! Te<hn%<al Fpe<%O<at%on.

-rov%#%n! an# Ox%n! %n po&%t%on 63 II th%<k preIoul#e# jo%nt Oller %n expan&%on jo%ntfor Oxe# en#& of &%Ipl) &upporte# &pan& not ex<ee#%n! 03 I to <ater for ahor%"ontal IoveIent upto 63 II, <overe# w%th &ealant <oIplete a& per #raw%n!an# te<hn%<al &pe<%O<at%on&.

-rov%#%n! an# Oll%n! jo%nt &eal%n! <oIpoun# a& per #raw%n!& an# te<hn%<al&pe<%O<at%on& w%th <oar&e &an# an# 7 K%tuIen K) we%!ht@&phalt%< -lu! jo%nt :-rov%#%n! an# la)%n! of a&phalt%< plu! jo%nt to prov%#e forhor%"ontal IoveIent of 61 II an# vert%<al IoveIent of 6 II, #epth of jo%nt

var)%n! froI 51 II to 033 II, w%#th var)%n! froI 133 II to 513 II :%n traX<#%re<t%on=, <overe# w%th a <lo&ure plate of 633II x 7II of w%el#aKle &tru<tural&teel <onforI%n! to CFN 6376, a&phalt%< plu! to <on&%&t of pol)Ier Io#%Oe# K%tuIenK%n#er, <arefull) &ele<te# &%n!le &%"e a!!re!ate of 06.1 II noI%nal &%"e an# a heatre&%&tant foaI <aulk%n!/Ka<ker ro#, all a& per approve# #raw%n!& an#&pe<%O<at%on&.=Ala&toIer%< FlaK Fteel Axpan&%on o%nt :-rov%#%n! an# la)%n! of an ela&toIer%< &laK&teel expan&%on jo%nt, <ater%n! to r%!ht or &kew :le&& than 63 #e!., Io#eratel)<urve# w%th Iax%IuI hor%"ontal IoveIent upto 13 II, <oIplete a& perapprove# #raw%n!& an# &tan#ar# &pe<%O<at%on& to Ke %n&talle# K) theIanufa<turer/&uppl%er or the%r author%&e# repre&entat%ve en&ur%n! <oIpl%an<e to theIanufa<turerV& %n&tru<t%on& for %n&tallat%on an# <lau&e 6737 of Mo9TH &pe<%O<at%on&for roa# Kr%#!e work&.=

?oIpre&&%on Feal o%nt :-rov%#%n! an# la)%n! of <oIpre&&%on &eal jo%nt <on&%&t%n! of&teel arIoure# no&%n! at two e#!e& of the jo%nt !ap &u%taKl) an<hore# to the #e<k<on<rete an# a preforIe# <hloroprene ela&toIer or <lo&e# <ell foaI jo%nt &ealer

<oIpre&&e# an# Oxe# %nto the jo%nt !ap w%th &pe<%al a#he&%ve K%n#er to <ater for ahor%"ontal IoveIent upto 83 II an# vert%<al IoveIent of 2 II.=

Ftr%p Fea Axpan&%on o%nt -rov% %n! an a)%n! o a &tr%p &ea expan&%on jo%nt<ater%n! to Iax%IuI hor%"ontal IoveIent upto 53 II, <oIplete a& per approve##raw%n!& an# &tan#ar# &pe<%O<at%on& to Ke %n&talle# K) the Ianufa<turer/&uppl%er orthe%r author%&e# repre&entat%ve en&ur%n! <oIpl%an<e to the Ianufa<turerV&%n&tru<t%on& for %n&tallat%on.=Mo u ar Ftr%p / ox Fea o%nt -rov% %n! an a)%n! o a Io u ar &tr%p ox &teeexpan&%on jo%nt %n<lu#%n! an<hora!e <ater%n! to a hor%"ontal IoveIent Ke)on# 53II an# upto 083II, <oIplete a& per approve# #raw%n!& an# &tan#ar#&pe<%O<at%on& to Ke %n&talle# K) the Ianufa<turer/&uppl%er or the%r author%&e#repre&entat%ve en&ur%n! <oIpl%an<e to the Ianufa<turerV& %n&tru<t%on& for%n&tallat%on.=

Mo#ular Ftr%p / ox Feal o%nt :-rov%#%n! an# la)%n! of a Io#ular &tr%p Kox &ealexpan&%on jo%nt <ater%n! to a hor%"ontal IoveIent Ke)on# 083II an# upto603II, <oIplete a& per approve# #raw%n!& an# &tan#ar# &pe<%O<at%on& to Ke

%n&talle# K) the Ianufa<turer/&uppl%er or the%r author%&e# repre&entat%ve en&ur%n!<oIpl%an<e to the Ianufa<turerV& %n&tru<t%on& for %n&tallat%on.=

8/17/2019 SOR-2014-15 (Folder-2).xls


67

!A"#ER$15

RVER #RA'' A'+ "R#E#' RS


01.0

@ oul#er la%# #r) w%thout w%re <rate&. <uI 865.00

01.6

<uI 1167.00

01.2

<uI 4211.00

01.8

@ Ftone/oul#er <uI 865.00

<uI 4211.00

01.1<uI 1339.00

01.7

&qI 141.00

01.5

01.

@ 9uKKle &tone la%# %n <eIent Iortar 0N2 <uI 3592.00

?eIent ?on<rete Klo<k& Dra#e M01 <uI 5545.0001.4 Gr) ruKKle loor%n! <uI 1117.00

01.03 ?urta%n wall <oIplete a& per #raw%n! an# Te<hn%<al &pe<%O<at%on

@ Ftone Ia&onr) %n <eIent Iortar :0N2= <uI 2933.00

?eIent <on<rete Dra#e M01 <uI 4128.00

01.00<uI 906.00

01.06

<uI 1194.00

01.02

<uI 1804.00

CteIo.

-rov%#%n! an# la)%n! Koul#er& apron on r%ver Ke# for prote<t%on a!a%n&t &<our w%th&tone Koul#er& we%!h%n! not le&& than 83 k! ea<h <oIplete a& per #raw%n! an#

Te<hn%<al &pe<%O<at%on.

oul#er apron la%# %n w%re <rate& :-rov%#%n! an# la)%n! of Koul#er apron la%# %n w%re<rate& Ia#e w%th 8II #%a DC w%re <onforI%n! to CFN 63 CFN867 %n 033II x033II Ie&h :weave# #%a!onall)= %n<lu#%n! 03 extra for lap& an# jo%nt& la%# w%th&tone Koul#er& we%!h%n! not le&& than 83 k! ea<h.=

?eIent <on<rete Klo<k& :&%"e 3.1 x 3.1 x 3.1 I= :-rov%#%n! an# la)%n! of apron w%th<eIent <on<rete Klo<k& of &%"e 3.1x3.1x3.1 I <a&t %nB&%tu an# Ia#e w%th noI%nalI%x of MB01 !ra#e <eIent <on<rete w%th a I%n%IuI <eIent <ontent of 613 k!/<uIa& per C9?N 60B6333.=

-rov%#%n! an# la)%n! -%t<h%n! on &lope& la%# over prepare# Olter Ie#%a %n<lu#%n!Koul#er apron la%# #r) %n front of toe of eIKankIent <oIplete a& per #raw%n! an#

Te<hn%<al &pe<%O<at%on&

?eIent ?on<rete Klo<k& of &%"e 3.2x3.2 x3.2 I <a&t %n <eIent <on<rete of Dra#eM01

-rov%#%n! an# la)%n! %lter Iater%al un#erneath p%t<h%n! %n &lope& <oIplete a& per

#raw%n! an# Te<hn%<al &pe<%O<at%onDeotext%le %lter :La)%n! of a !eotext%le Olter Ketween p%t<h%n! an# eIKankIent&lope& on wh%<h p%t<h%n! %& la%# to prevent e&<ape of the eIKankIent Iater%althrou!h the vo%#& of the &tone p%t<h%n!/<eIent <on<rete Klo<k& a& well a& to allowfree IoveIent of water w%thout <reat%n! an) upl%ft hea# on the p%t<h%n!.=

Toe prote<t%on :@ toe wall for toe prote<t%on <an e%ther Ke %n #r) ruKKle Ia&onr) %n<a&e of #r) ruKKle p%t<h%n! or p%t<h%n! w%th &tone& %n w%re <rate& or %t <an Ke %n -??M01 noI%nal I%x %f <eIent <on<rete Klo<k have Keen u&e# for p%t<h%n! . 9ate& fortoe wall <an Ke a#opte# froI re&pe<t%ve <lau&e& #epen#%n! upon approve# #e&%!n.

The rate for ex<avat%on for foun#at%on, #r) ruKKle Ia&onr) an# -?? M01 have Keenanal)&e# an# !%ven %n re&pe<t%ve <hapter&.=

-rov%#%n! an# la)%n! loor%n! <oIplete a& per #raw%n! an# Te<hn%<al &pe<%O<at%on&la%# over <eIent <on<rete Ke##%n!.

lex%Kle @pron N?on&tru<t%on of Sex%Kle apron 0 I th%<k <oIpr%&%n! of loo&e &toneKoul#er& we%!h%n! not le&& than 83 k! Ke)on# <urta%n wall.DaK%an Ftru<ture for 9eta%n%n! Aarth :-rov%#%n! an# <on&tru<t%on of a !aKa%n&tru<ture for reta%n%n! earth w%th &e!Ient& of w%re <rate& of &%"e 5 I x 2 I x 3.7 Iea<h #%v%#e# %nto 0.1 I <oIpartIent& K) <ro&& nett%n!, Ia#e froI 8 II!alvan%&e# &teel w%re 26 k! per 03 &qI hav%n! I%n%IuI ten&%le &tren!th of 233Mpa <onforI%n! to CFN63 an# !alvan%"%n! <oat%n! <onforI%n! to CFN867, woven%nto Ie&h w%th #ouKle tw%&t, Ie&h &%"e not ex<ee#%n! 033 x 033 II, Olle# w%thKoul#er& w%th lea&t #%Ien&%on of 633 II, all loo&e en#& to Ke t%e# w%th 8 II

!alvan%&e# &teel w%re=Da %an Ftru<ture or Aro&%on ?ontro , 9%ver Tra%n%n! Ror & an -rote<t%on wor &:-rov%#%n! an# <on&tru<t%n! !aKa%n &tru<ture& for ero&%on <ontrol, r%ver tra%n%n!work& an# prote<t%on work& w%th w%re <rate& of &%"e 6 I x 0 I x 3.2 I ea<h #%v%#e#%nto 0I <oIpartIent& K) <ro&& nett%n!, Ia#e froI 8 II !alvan%&e# &teel w%re 26 k! per 03 &qI hav%n! I%n%IuI ten&%le &tren!th of 233 Mpa <onforI%n! to CFN63an# !alvan%"%n! <oat%n! <onforI%n! to CFN867, woven %nto Ie&h w%th #ouKle tw%&t,Ie&h &%"e not ex<ee#%n! 033 II x 033 II, Olle# w%th Koul#er& w%th lea&t#%Ien&%on of 633 II, all loo&e en#& to Ke &e<urel) t%e# w%th 8 II !alvan%&e# &teelw%re.=

8/17/2019 SOR-2014-15 (Folder-2).xls


68

!A"#ER$16

RE"AR A'+ RE!A%L#A#'


07.0

&qI 81.00

07.6&qI 61.00

07.2&qI -VALUE

07.8

ea<h 75.00

07.1

@ ?eIent Drout k! 103.00

?eIent Iortar :0N0= Drout%n! k! 98.00

07.7&qI -VALUE

07.5k! -VALUE

07.&qI 403.00

07.4

&qI -VALUE

07.03&qI -VALUE

07.00 Aprox) Kon#%n! of new <on<rete to ol# <on<rete &qI 596.00

07.06tonne 324298.00

07.02tonne 317064.00

07.08tonne 307773.00

07.01 9epla<eIent of Kear%n!& <oIplete a& per Te<hn%<al &pe<%O<at%on ea<h -VALUE

07.079e<t%O<at%on of Kear%n!& a& per Te<hn%<al &pe<%O<at%on& ea<h -VALUE

07.05 9epla<eIent of Axpan&%on o%nt& <oIplete a& per #raw%n!& Ietre 2312.00

07.0 9epla<eIent of #aIa!e# <on<rete ra%l%n!. Ietre 156.00

07.04 9epla<eIent of <ra&h Karr%er. Ietre 288.00

07.63 9epla<eIent of #aIa!e# I%l# &teel ra%l%n! Ietre 130.00

07.60Ietre 211.00

07.66Ietre 162.00

07.62 9epa%r of &teel 9a%l%n! :9epa%r of &teel ra%l%n! to Kr%n! %t to the or%!%nal &hape= Ietre 291.00

CteIo.

9eIoval of ex%&t%n! <eIent <on<rete wear%n! <oat %n<lu#%n! %t& #%&po&al <oIplete a&per Te<hn%<al &pe<%O<at%on w%thout <au&%n! an) #etr%Iental ePe<t to an) part of theKr%#!e &tru<ture an# reIoval of #%&Iantle# Iater%al w%th all l%ft& an# lea# upto0333I :Th%<kne&& 51 II=

9eIoval of ex%&t%n! a&phalt%< wear%n! <oat <oIpr%&%n! of 13 II th%<k a&phalt%<<on<rete la%# over 06 II th%<k Ia&t%< a&phalt %n<lu#%n! #%&po&al w%th all l%ft an#

lea# upto 0333I.Dun%t%n! <on<rete &urfa<e w%th <eIent Iortar appl%e# w%th <oIpre&&or after<lean%n! &urfa<e an# &pra)%n! w%th epox) <oIplete a& per Te<hn%<al &pe<%O<at%on

-rov%#%n! an# %n&ert%n! n%pple& w%th approve# Ox%n! <oIpoun# after #r%ll%n! hole&for !rout%n! a& per Te<hn%<al &pe<%O<at%on& %n<lu#%n! &uK&equent <utt%n!/reIovalan# &eal%n! of the hole a& ne<e&&ar) of n%pple& after <oIplet%on of !rout%n! w%th?eIent/Apox)

Feal%n! of <ra<k&/porou& <on<rete K) %nje<t%on pro<e&& throu!h n%pple&/Drout%n!<oIplete a& per Te<hn%<al &pe<%O<at%on.

-at<h%n! of #aIa!e# <on<rete &urfa<e w%th pol)Ier <on<rete an# <ur%n!<oIpoun#&, %n%t%ator an# proIoter, ava%laKle %n pre&ent forIulat%on&, to Ke

appl%e# a& per %n&tru<t%on& of Ianufa<turer an# a& approve# K) the An!%neer.Feal%n! of <ra<k / porou& <on<rete w%th Apox) Drout K) %nje<t%on throu!h n%pple&<oIplete a& per <lau&e 632.0.

@ppl)%n! epox) Iortar over lea<he#, hone) <oIKe# an# &palle# <on<rete &urfa<ean# expo&e# &teel re%nfor<eIent <oIplete a& per Te<hn%<al &pe<%O<at%on

9eIoval of #efe<t%ve <on<rete, <lean%n! the &urfa<e thorou!hl), appl)%n! the&hot<rete I%xture Ie<han%<all) w%th <oIpre&&e# a%r un#er pre&&ure, <oIpr%&%n! of<eIent, &an#, <oar&e a!!re!ate&, water an# qu%<k &ett%n! <oIpoun# %n theproport%on a& per <lau&e 635.0., &an# an# <oar&e a!!re!ate& <onforI%n! to CFN 22an# taKle 0 of CFN 4306 re&pe<t%vel), water <eIent rat%o ran!%n! froI 3.21 to 3.13,#en&%t) of !un%te not le&& than 6333 k!/<uI, &tren!th not le&& than 61 Mpa an#workIan&h%p <onforI%n! to <lau&e 635.7.

@ppl)%n! preBpa<ke# <eIent Ka&e# pol)Ier Iortar of &tren!th 81 Mpa at 6 #a)&

for repla<eIent of &palle# <on<rete

-rov%#%n! external pre&tre&&%n! w%th h%!h ten&%le &teel w%re&/&tran#& %n<lu#%n! #r%ll%n!for pa&&a!e of pre&te&&%n! &teel, all a<<e&&or%e& for &tre&&%n! an# &tre&&%n!operat%on an# !rout%n! <oIplete a& per #raw%n! an# Te<hn%<al &pe<%O<at%on



9epa%r of <ra&h Karr%er :9epa%r of <on<rete <ra&h Karr%er w%th <eIent <on<rete of MB23 !ra#e K) <utt%n! an# tr%II%n! the #aIa!e# port%on to a re!ular &hape, <lean%n!the area to Ke repa%re# thorou!hl), appl)%n! <eIent <on<rete after ere<t%on ofproper forI work.=9epa%r of 9?? 9a%l%n! :?arr)%n! out repa%r of 9?? M23 ra%l%n! to Kr%n! %t to theor%!%nal &hape.=

8/17/2019 SOR-2014-15 (Folder-2).xls


!A"#ER $ 1

ARR!A$% O& MA'%R!ALS

+esritin Unit Quantity Rate Rs st Rs

1.1 <uI

Unit = cum


#ie reuire: ;r

%= -o&%t%on%n! of t%pper at loa#%n! po%nt 0 M%n

02 M%n

6 M%n

%v= Ra%t%n! t%Ie, unfore&een <ont%n!en<%e& et< 8 M%n

Total 20 *in

a) *a<inery

T%pper 1.1 tonne& <apa<%t) hour 3.223 52.33 6.34 -MB38ront en#Bloa#er 0 <uI Ku<ket <apa<%t) 61 <uI/hour hour 3.223 00.33 246.38 -MB305

=) >er<ea: <ar?es @ 0.1 n (a) 7.30

) ntratrs rBt @ 0.1 n (aC=) 58.0

?o&t for 1.1 <uI ( aUKU< 66.47

Rate er u D (aC=C) 5.5 084.72

'te Un/a:in? Fi// =e =y tiin?. say 150.00

1.2

Unit = cum


a) La=ur

Mate #a) 3.003 01.35 63.27 LB06Ma"#oor for loa#%n! an# unloa#%n! #a) 3.513 055.35 026.3 LB02

=) *a<inery

T%pper 1.1 tonne <apa<%t) hour 3.513 52.33 718.51 -MB38

) >er<ea: <ar?es @ 0.1 n (aC=) 3.54

:) ntratrs rBt @ 0.1 n (aC=C) .5

?o&t for1.1 <uI ( aUKU<U# 455.15

Rate er u D (aC=CC:)5.5 055.58


1.3

Unit = tonne

Taking output = 10 tonnes

a) La=ur

Mate #a) 3.33 01.35 08.0 LB06

Ma"#oor for loa#%n! an# unloa#%n! #a) 6.333 055.35 218.08 LB02

=) *a<inery

Tru<k 03 tonne <apa<%t) hour 6.333 552.33 0187.33 -MB315

) >er<ea: <ar?es @ 0.1 n (aC=) 040.84

:) ntratrs rBt @ 0.1 n (aC=C) 603.78

?o&t for03 tonne& ( aUKU<U# 6205.3

Rate er tnnes D (aC=CC:)10 620.50

say 232.00

Sr'

Re;. t*R#!Se.

RearG s nut

re;.

La:in? an: Un/a:in? ; Stne %u/:er Stnea??re?atesSan: anGer*ru

-la<%n! t%pper at loa#%n! po%nt, loa#%n! w%th front en#loa#er, #uIp%n!, turn%n! for return tr%p, ex<lu#%n! t%Iefor haula!e an# return tr%p

%%= Loa#%n! K) front en# loa#er 0 <uI Ku<ket <apa<%t) 61 <uI per hour

%%%= Maneuver%n!, rever&%n!, #uIp%n! an# turn%n! forreturn

La:in? an: Un/a:in? ; %u/:ers =y *anua/*eans

La:in? an: Un/a:in? ; eent r Stee/ =y*anua/ *eans an: StaGin?.

8/17/2019 SOR-2014-15 (Folder-2).xls


+esritin Unit Quantity Rate Rs st RsSr'

Re;. t*R#!Se.

RearG s nut

re;.

1.4 st ; !au/a?e EH/u:in? La:in? an: Un/a:in?

Unit = t.km

(i) Sur;ae: Ra:

Fpee# w%th loa# N 61 kI / hour.

Fpee# wh%le 9eturn%n! eIpt) N21 kI / hour.

a) *a<inery.

#ier 10 tnne aaity

T%Ie taken for onwar# haula!e w%th loa# hour 3.833 52.33 284.63 -MB38

T%Ie taken for eIpt) return tr%p. hour 3.643 52.33 612.05 -MB38

=) >er<ea: <ar?es @ 0.1 n (a) 73.68

) ntratrs rBt @ 0.1 n (aC=) 77.67

<o&t for 033 t kI ( aUKU< 56.5

Rate er t.G D (aC=C)100 5.64

say 7.30

1.4 (ii) Unsur;ae: ra>e/e: Ra:

Fpee# w%th loa#N 63 kI / hour

Fpee# for eIpt) return tr%p N23 kI / hour

a) *a<inery

#ier 10 tnnes aaity

T%Ie taken for onwar# haula!e w%th loa# hour 3.133 52.33 827.13 -MB38

T%Ie taken for eIpt) return tr%p hour 3.223 52.33 6.34 -MB38

=) >er<ea: <ar?es @ 0.1 n (a) 56.87

) ntratrs rBt @ 0.1 n (aC=) 54.53

?o&t for 033 t .kI ( aUKU< 57.51Rate er t. D (aC=C)100 .55

say 8.80

1.4 (iii)

Fpee# w%th loa# N03 kI / hour

Fpee# wh%le return%n! eIpt)N01 kI / hour

a) *a<inery

#ier 10 tnnes aaity

T%Ie taken for onwar# haula!e hour 0.333 52.33 52.33 -MB38

T%Ie taken for eIpt) return tr%p hour 3.753 52.33 18.40 -MB38

=) >er<ea: <ar?es @ 0.1 n (a) 081.54

) ntratrs rBt @ 0.1 n (aC=) 073.25

?o&t for 033 t .kI ( aUKU< 0578.35

Rate er t. D (aC=C)100 05.78

say 17.60

Haula!e of Iater%al& K) t%pper ex<lu#%n! <o&t of loa#%n!,unloa#%n! an# &ta<k%n!.

Taking output 10 tonnes load and lead 10 km = 100t.km

at<a #raG an: #raG in Ri>er %e:'a//a< %e:an: <Ge: %e:

8/17/2019 SOR-2014-15 (Folder-2).xls


69

+esritin Unit Quantity Rate Rs st RsSr'

Re;. t*R#!Se.

RearG s nut

re;.

1.5

Unit = cum


a) La=ur

Mate #a) 3.373 01.35 00.03 LB06

Ma"#oor #a) 0.133 055.35 671.70 LB02

=) *ateria/

Fuppl) of quarr%e# &tone 013 B 633 II &%"e <uI 0.033 127.33 14.73 MB336

) >er<ea: <ar?es @ 0.1 n (aC=) 7.72

:) ntratrs rBt @ 0.1 n (aC=C) 41.64

Rate er u D aC=CC: 038.62

say 1048.00

1.6

Unit = cum


a) La=ur

Mate #a) 3.573 01.35 083.71 LB06

Ma"#oor Fk%lle# #a) 6.333 637.44 802.4 LB01

Ma"#oor %n<lu#%n! Kreak%n! of an) over&%"e Koul#er. #a) 05.333 055.35 2303.04 LB02

=) *ateria/

Ftone oul#er of &%"e 013 II an# Kelow <uI 33.333 100.3 JJJ MB330

) *a<inery

Hour 7.333 07573.16 JJJ -MB36

ront en# loa#er 0 <uI Ku<ket <apa<%t) Hour 63.333 00.33 62573.33 -MB305

T%pper 1.1 <uI <apa<%t) Hour 63.333 52.33 05873.33 -MB38

:) >er<ea: <ar?es @ 0.1 n (aC=C) 1185.54

e) ntratrs rBt @ 0.1 n (aC=CC:) 70367.75

?o&t for 733 <uI ( :aUKU<U#Ue=x3.41 JJJRate er u D (aC=CC:Ce) I 0.95 600 1062.88

say 1063.00

'te

1.7

Unit = cum


a) La=ur

Mate #a) 3.573 01.35 083.71 LB06

!an: %rGen Stne A??re?ates 63 'ina/SiJe

Fuppl) of quarr%e# &tone, han# Kreak%n! %nto <oar&ea!!re!ate 72 II noI%nal &%"e :pa&&%n! 3 II an#reta%ne# on 13 II &%eve= an# &ta<k%n! a& #%re<te#

rus<in? ; Stne A??re?ates 13.2 'ina/SiJe

?ru&h%n! of &tone Koul#er& of 013 II &%"e %n an%nte!rate# &tone <ru&h%n! un%t of 633 tonne& per hour<apa<%t) <oIpr%&%n! of pr%Iar) an# &e<on#ar) <ru&h%n!un%t&, Kelt <onve)or an# v%Krat%n! &<reen& to oKta%n&tone a!!re!ate& of 02.6 II noI%nal &%"e.

Cnte!rate# &tone <ru&her of 633 T-H %n<lu#%n! Kelt<onve)or an# v%Krat%n! &<reen&

0. 33 <uI of &tone Koul#er& are nee#e# to !et 733 <uI of&tone <h%p& of &%"e 02.6 II.

6. 41 per <ent of aKove <o&t w%ll Ke attr%Kute# to thepro#u<t%on of 733 <uI of &tone <h%p& of 02.6 II &%"e an#Kalan<e 1 per <ent to the pro#u<t%on of &tone #u&t wh%<h<oIe& out a& a K)Bpro#u<t.

2. The %nte!rate# &tone <ru&her %n<lu#e& pr%Iar) an#&e<on#ar) <ru&h%n! un%t&.

rus<in? ; Stne A??re?ates 20 'ina/SiJe

?ru&h%n! of &tone Koul#er& of 013 II &%"e %n an%nte!rate# &tone <ru&h%n! un%t of 633 tonne& per hour<apa<%t) <oIpr%&%n! of pr%Iar) an# &e<on#ar) <ru&h%n!un%t&, Kelt <onve)or an# v%Krat%n! &<reen& to oKta%n&tone a!!re!ate& of 63 II noI%nal &%"e.

8/17/2019 SOR-2014-15 (Folder-2).xls


8/17/2019 SOR-2014-15 (Folder-2).xls


71

A'%R * +

S!'% L%ARAN%


2.1 201

Unit = ac!

%i) 4irt from 900 mm to 800 mm

a) a!our

Mate !ay 03020 15307 %370 4-12

!ay 03,00 177307 10,32' 4-1%

!) Macinery

9ractor-trolley hour 03100 171302 17310 P&M-05%

c) "#eread car+es $ 0.1 on %a&!) 12370

d) ContractorBs profit $ 0.1 on %a&!&c) 1%37

Rate for eac tree ' a&!&c&d 15%372

say 154.00

2.1 %ii) 4irt from 800 mm to <00 mm

a) a!our

Mate !ay 030'0 15307 73'0 4-12

!ay 0300 177307 153%, 4-1%

!) Macinery

9ractor-trolley hour 03%00 171302 513%1 P&M-05%

c) "#eread car+es $ 0.1 on %a&!) 2131


Rate for eac tree ' a&!&c&d 2,%37

say #64.00

2.1 %iii) 4irt from <00 mm to 1>00 mm

a) a!our

Mate !ay 0300 15307 1'31 4-12

!ay 23000 177307 %5'31' 4-1%

!) Macinery

9ractor-trolley hour 03'00 171302 ,3'1 P&M-05%

c) "#eread car+es $ 0.1 on %a&!) '%37'

d) ContractorBs profit $ 0.1 on %a&!&c) '311

Rate for eac tree ' a&!&c&d 52320

say 5#".00

2.1 %i#) 4irt a!o#e 1>00 mm

a) a!our

Mate !ay 031,0 15307 23,1 4-12

!ay '3000 177307 7032 4-1%

!) Macinery

9ractor-trolley hour 03,00 171302 1023,1 P&M-05%

c) "#eread car+es $ 0.1 on %a&!) '305

d) ContractorBs profit $ 0.1 on %a&!&c) 23',Rate for eac tree ' a&!&c&d 1017301

say 1017.00

Ref. toMoRT

Spec.

Remar3s(nput ref.

Cuttin+ of TreesF inc*udin+ cuttin+ of Trun3sF 6rances andRemo#a*

Cuttin of trees inclu!in cuttin of trun)s ranches an! remoal ofstumps roots stac)in of sericeale material ith all lifts an! up to alea! of 1000 metres an! earth fillin in the !epression / pit3

Ma!oors for cuttin trees inclu!in cuttin refillin compactionof ac)fillin an! stac)in of sericeale materials ithin 1000metres lea! y manual means3

Ma!oors for cuttin trees inclu!in cuttin refillin compactionof ac)fillin an! stac)in of sericeale materials ithin 1000metres lea! y manual means

Ma!oors for cuttin trees inclu!in cuttin refillin compactionof ac)fillin an! stac)in of sericeale materials ithin 1000metres

Ma!oors for cuttin trees inclu!in cuttin refillin compactionof ac)fillin an! stac)in of sericeale materials ithin 1000metres

8/17/2019 SOR-2014-15 (Folder-2).xls


72


Ref. to

MoRTSpec.

Remar3s(nput ref.

2.2 201 C*earin+ 4rass and Remo#a* of Ru!!is

6y Manua* Means

Unit = ectae

Taking output = 1 ectaea) a!our

Mate !ay 23000 15307 %7031' 4-12

Ma!oor !ay 503000 177307 5%350 4-1%

!) "#eread car+es $ 0.1 on %a) 223%,

c) ContractorBs profit $ 0.1 on %a&!) 101'3,0

Rate per ectare ' a&!&c 111,03,0

say 11161.00

2.9 201 C*earin+ and 4ru!!in+ Road and .

Unit = ectae

Taking output = 1 ectae

%i) 6y Manua* Means@?

7 n area of *i+t Jun+*e

a) a!our

Mate !ay ,3000 15307 11103'2 4-12

Ma!oor !ay 1503000 177307 2,5,0350 4-1%

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 27'31

d) ContractorBs profit $ 0.1 on %a&!&c) %0,23,1

Rate per ectare ' a&!&c&d %%,37'

say 3368".00

2.9 %i) 6 n area of torny Jun+*e

a) a!our

Mate !ay 3000 15307 1'035, 4-12

Ma!oor !ay 2003000 177307 %5'1'300 4-1%

!) Macinery

9ractor-trolley hour 23000 171302 %'230' P&M-05%

c) "#eread car+es $ 0.1 on %a&!) %72%3,,

d) ContractorBs profit $ 0.1 on %a&!&c) '0,30%

Rate per ectare ' a&!&c&d '505,32

say 45056.00

2.9 %ii) 6y Mecanica* Means

7 n area of *i+t Jun+*e

a) a!our

Mate !ay 031,0 15307 23,1 4-12

Ma!oor !ay '3000 177307 7032 4-1%

!) Macinery

(oer 0 P ith attachment for remoal of trees & stumps hour 103000 %1%532' %1%523'0 P&M-01'


c) "#eread car+es $ 0.1 on %a&!) %22,31%

d) ContractorBs profit $ 0.1 on %a&!&c) %5'37'Rate per ectare ' a&!&c&d %0%,31

say 3"036.00

Clearin rass an! remoal of ruish up to a !istance of 50 metresoutsi!e the periphery of the area 3

Clearin an! ruin roa! lan! inclu!in uprootin ran) eetationrass ushes shrus saplins an! trees irth up to %00 mm remoalof stumps of trees cut earlier an! !isposal of unsericeale materialsan! stac)in of sericeale material to e use! or auctione! up to alea! of 1000 metres inclu!in remoal an! !isposal of top oranic soil

not e"cee!in 150 mm in thic)ness3

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73


Ref. to

MoRTSpec.

Remar3s(nput ref.

2.9 %ii) 6 n area of torny Jun+*e

a) a!our

Mate !ay 032'0 15307 ''3'2 4-12

Ma!oor !ay ,3000 177307 10,23'2 4-1%

!) Macinery(oer 0 P ith attachment for remoal of trees & stumps hour 123000 %1%532' %7,223 P&M-01'

9ractor-trolley hour 13500 171302 25,35% P&M-05%

c) "#eread car+es $ 0.1 on %a&!) %3,2

d) ContractorBs profit $ 0.1 on %a&!&c) '23'

Rate per ectare ' a&!&c&d '717%3%5

say 47173.00

2.- 202 Dismant*in+ of Structures

Unit = cum

Taking output = 1.#5 cum

%i) ime (Cement Concrete

6y Manua* Means

7 ime ConcreteF cement concrete +rade M?10 and !e*o,

a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor for !ismantlin an! loa!in !ay 13000 177307 177307 4-1%

!) Macinery

9ractor-trolley hour 03270 171302 ',317 P&M-05%

c) "#eread car+es $ 0.1 on %a&!) 2%30,


Cost for 1325 cum K a@@c@! 2730

Rate per cum ' %a&!&c&d)( 1.2 22%327

say ##3.00

2.- %i) 6 Cement Concrete 4rade M?1 G M?20

a) a!our

Mate !ay 03050 15307 325 4-12

Ma!oor for !ismantlin an! loa!in !ay 13250 177307 2213%' 4-1%

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 273,

d) ContractorBs profit $ 0.1 on %a&!&c) %03''

Cost for 1325 cum K a@@c@! %%'3

Rate per cum ' %a&!&c&d)( 1.2 2,731

say #68.00

2.- %i) C restressed ( Reinforced cement concrete +rade M?20 G a!o#e

a) a!our

Mate !ay 03150 15307 2737, 4-12

Blac)smith !ay 03250 2%'32 5357 4-02

Ma!oor for !ismantlin loa!in an! unloa!in !ay %3500 177307 ,1375 4-1%

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 7532%

(ismantlin of e"istin structures li)e culerts ri!es retainin allsan! other structure comprisin of masonry cement concrete oo!

or) steel or) inclu!in 9&P an! scaffol!in hereer necessarysortin the !ismantle! material !isposal of unsericeale material an!stac)in the sericeale material ith all lifts an! lea! of 1000 metres

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74


Ref. to

MoRTSpec.

Remar3s(nput ref.

d) ContractorBs profit $ 0.1 on %a&!&c) 2375

Cost for 1325 cum K a@@c@! 1032%

Rate per cum ' %a&!&c&d)( 1.2 7231

say 7#8.00

2.- 6y Mecanica* Means for items No. 202% 6)G % C)7 Cement Concrete 4rade M?1 G M?20

a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor for loa!in an! unloa!in !ay 03250 177307 ''327 4-1%

Ma!oor ith Pneumatic rea)er !ay 03250 10307 '5302 4-1'

!) Macinery

hour 03,70 2%37, 1,32 P&M-001


c) "#eread car+es $ 0.1 on %a&!) %%3,0

d) ContractorBs profit $ 0.1 on %a&!&c) %,3,

Cost for 1325 cum K a@@c@! '0,35'

Rate per cum ' %a&!&c&d)( 1.2 %2532%

say 3#5.00

2.- 6 restressed ( reinforced cement concrete +rade M?20 G a!o#e

a) a!our

Mate !ay 03050 15307 325 4-12

Ma!oor ith Pneumatic rea)er !ay 03,,0 10307 1135 4-1'

Blac)smith !ay 03250 2%'32 5357 4-02

Ma!oor for loa!in an! unloa!in !ay 03250 177307 ''327 4-1%

!) Macinery

hour 13000 2%37, 2%37, P&M-001


c) "#eread car+es $ 0.1 on %a&!) 5730

d) ContractorBs profit $ 0.1 on %a&!&c) ,230

Cost for 1325 cum K a@@c@! ,037,

Rate per cum ' %a&!&c&d)( 1.2 5523,1

say 553.00

2.- %ii) Dismant*in+ 6ric3 ( Ti*e ,or3

7 n *ime mortar

a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor for !ismantlin loa!in an! unloa!in !ay 03500 177307 35' 4-1%!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 1%3'

d) ContractorBs profit $ 0.1 on %a&!&c) 1532%

Cost for 1325 cum K a@@c@! 1,73'

Rate per cum ' %a&!&c&d)( 1.2 1%%3

say 134.00

2.- %ii) 6 n cement mortar

a) a!our

Mate !ay 030%0 15307 5355 4-12

Ma!oor for !ismantlin loa!in an! unloa!in !ay 03750 177307 1%230 4-1%!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 13'5

Air Compressor 250 cfm ith 2 lea!s of pneumatic rea)er 135 cum per hour

Air Compressor 250 cfm ith 2 lea!s of pneumatic rea)er 1300 cum per hour

8/17/2019 SOR-2014-15 (Folder-2).xls


75


Ref. to

MoRTSpec.

Remar3s(nput ref.


Cost for 1325 cum K a@@c@! 22%32

Rate per cum ' %a&!&c&d)( 1.2 173,2

say 17".00

2.- %ii) C n mud mortara) a!our

Mate !ay 0301, 15307 23, 4-12

Ma!oor for !ismantlin an! loa!in !ay 03'00 177307 703% 4-1%

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 12300


Cost for 1325 cum K a@@c@! 1'531,

Rate per cum ' %a&!&c&d)( 1.2 11,31%

say 116.00

2.- %ii) D Dry !ric3 pitcin+ or !ric3 so*in+

a) a!our

Mate !ay 0301' 15307 235 4-12

Ma!oor for (ismantlin loa!in an! unloa!in !ay 03%50 177307 ,137 4-1%

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 11307


Cost for 1325 cum K a@@c@! 1%'300

Rate per cum ' %a&!&c&d)( 1.2 107320

say 107.00

2.- %iii) Dismant*in+ Stone Masonry

7 Ru!!*e stone masonry in *ime mortar

a) a!our

Mate !ay 0302' 15307 '3'' 4-12

Ma!oor for !ismantlin loa!in an! unloa!in3 !ay 03,00 177307 10,32' 4-1%

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 153,


Cost for 1325 cum K a@@c@! 130

Rate per cum ' %a&!&c&d)( 1.2 1513'

say 15#.00

2.- %iii) 6 Ru!!*e stone masonry in cement mortar.

a) a!our

Mate !ay 030%0 15307 5355 4-12

Ma!oor for !ismantlin loa!in an! unloa!in3 !ay 03750 177307 1%230 4-1%

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 13'5


Cost for 1325 cum K a@@c@! 22%32

Rate per cum ' %a&!&c&d)( 1.2 173,2

say 17".00

2.- %iii) C Ru!!*e Stone Masonry in mud mortar.a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor for !ismantlin loa!in an! unloa!in3 !ay 03500 177307 35' 4-1%

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76


Ref. to

MoRTSpec.

Remar3s(nput ref.

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 1%3'


Cost for 1325 cum K a@@c@! 1,73'Rate per cum ' %a&!&c&d)( 1.2 1%%3

say 134.00

2.- %iii) D Dry ru!!*e masonry

a) a!our

Mate !ay 0301 15307 %3%% 4-12

Ma!oor for !ismantlin loa!in an! unloa!in3 !ay 03'50 177307 73, 4-1%

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 1232

d) ContractorBs profit $ 0.1 on %a&!&c) 1'321

Cost for 1325 cum K a@@c@! 15,3%2

Rate per cum ' %a&!&c&d)( 1.2 125305

say 1#5.00

2.- %iii) / Dismant*in+ stone pitcin+( dry stone spa**s.

a) a!our

Mate !ay 0301, 15307 23, 4-12

Ma!oor for !ismantlin loa!in an! unloa!in3 !ay 03'00 177307 703% 4-1%

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 12300


Cost for 1325 cum K a@@c@! 1'531,

Rate per cum ' %a&!&c&d)( 1.2 11,31%

say 116.00

2.- %iii) A

a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor for !ismantlin loa!in an! unloa!in !ay 03500 177307 35' 4-1%

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 1%3'


Cost for 1325 cum K a@@c@! 1,73'

Rate per cum ' %a&!&c&d)( 1.2 1%%3

say 134.00

2.- %i#)

a) a!our

Mate !ay 030,0 15307 11310 4-12

Carpenter !ay 03500 2%'32 117315 4-0'

Ma!oor for !ismantlin loa!in an! unloa!in3 !ay 13000 177307 177307 4-1%

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) %5315

d) ContractorBs profit $ 0.1 on %a&!&c) %3,,

Cost for 1325 cum K a@@c@! '253%1

Rate per cum ' %a&!&c&d)( 1.2 %'0325

say 340.00

Dismant*in+ !ou*ders *aid in ,ire crates inc*udin+ openin+ ofcrates and stac3in+ dismant*ed materia*s.

Hood Hor3 ,rou+t framed and fied in frames of trusses upto a

ei+t of m a!o#e p*int *e#e*

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77


Ref. to

MoRTSpec.

Remar3s(nput ref.

2.- %#)

Unit = tonne

Taking output = 1 tonne

7 nc*udin+ dismem!erin+

a) a!our

Mate !ay 031'0 15307 2531 4-12

Blac)smith !ay 13000 2%'32 2%'32 4-02

Ma!oor for !ismantlin loa!in an! unloa!in !ay 23500 177307 ''23, 4-1%

A!! 235 per cent of cost of laour for as cuttin ropes pulleys etc3 17357

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 7'35


Rate per tonne ' a&!&c&d 0,32

say "07.00

2.- %#) 6 /c*udin+ dismem!erin+.

a) a!our

Mate !ay 03220 15307 '0372 4-12

Ma!oor for !ismantlin loa!in an! unloa!in !ay 23000 177307 %5'31' 4-1%

Blac)smith !ay 03500 2%'32 117315 4-02

A!! 235 per cent of cost of laour for as cuttin ropes pulleys etc3 1230

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 553%

d) ContractorBs profit $ 0.1 on %a&!&c) ,03%Rate per tonne ' a&!&c&d ,7031

say 670.00

2.- %#) C /tra o#er item No% # ) 7 and% # ) 6 for cuttin+ ri#ets.

Unit = eac!

Taking output = 10 iets

a) a!our

Mate !ay 03010 15307 135 4-12

Blac)smith !ay 031%0 2%'32 %03', 4-02

Ma!oor !ay 031%0 177307 2%302 4-1%

!) "#eread car+es $ 0.1 on %a) 535%

c) ContractorBs profit $ 0.1 on %a&!) ,30

Cost for 10 riets K a@@c ,,35

Rate for eac ri#et ' % a&!&c)(10 ,3,

say 6.70

2.- %#i)

Unit = num/es

Taking output = 1000 num/es

7 n *ime(Cement mortar

a) a!our

Mate !ay 031'0 15307 2531 4-12

Ma!oor !ay %3500 177307 ,1375 4-1%

!) "#eread car+es $ 0.1 on %a) ,'357

c) ContractorBs profit $ 0.1 on %a&!) 71302

Rate per1000 Nos ' a&!&c 7132'

say 781.00

2.- %i#) 6 n mud mortar

Stee* Hor3 in a** types of sections upto a ei+t of m a!o#ep*int *e#e* ec*udin+ cuttin+ of ri#et.

Scrapin+ of 6ric3s Dismant*ed from 6ric3 Hor3 inc*udin+Stac3in+.

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78


Ref. to

MoRTSpec.

Remar3s(nput ref.

a) a!our

Mate !ay 03050 15307 325 4-12

Ma!oor !ay 13250 177307 2213%' 4-1%

!) "#eread car+es $ 0.1 on %a) 2%30,

c) ContractorBs profit $ 0.1 on %a&!) 253%7Rate per1000 Nos ' a&!&c 27302

say #7".00

2.- %#ii) Scrapin+ of Stone from Dismant*ed Stone Masonry

Unit = cum


7 n cement and *ime mortar

a) a!our

Mate !ay 030,0 15307 11310 4-12

Ma!oor !ay 13'00 177307 2'730 4-1%

!) "#eread car+es $ 0.1 on %a) 2530

c) ContractorBs profit $ 0.1 on %a&!) 23'

Rate per cum ' a&!&c %1%3%

say 313.00

2.- %#ii) 6 n Mud mortar

a) a!our

Mate !ay 03010 15307 135 4-12

Ma!oor !ay 03%00 177307 5%312 4-1%

!) "#eread car+es $ 0.1 on %a) 5350


Rate per cum ' a&!&c ,,352

say 67.00

2.- %#iii)

Unit = s$m


a) a!our

Mate !ay 031,0 15307 23,1 4-12

Ma!oor for scarpin an! loa!in !ay '3000 177307 7032 4-1%

!) Macinery

9ractor-trolley hour 03%20 171302 5'37% P&M-05%

c) "#eread car+es $ 0.1 on %a&!) 732,


Cost for 100 s*m K a@@c@! 5307

Rate per sqm ' %a&!&c&d)(100 35

say ".60

2.- %i)

Unit = mete

Taking output = 1 mete

7 Up to 800 mm dia

a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor !ay 03520 177307 230 4-1%

!) "#eread car+es $ 0.1 on %a) 35c) ContractorBs profit $ 0.1 on %a&!) 1035'

Rate per metre ' a&!&c 1153

say 116.00

2.- %i) 6 7!o#e 800 mm to <00 mm dia

Scarpin+ *aster in ime or Cement Mortar from 6ric3( StoneMasonry

Remo#in+ a** type of ume ipes and Stac3in+ ,itin a *ead of1000 metres inc*udin+ /art,or3 and Dismant*in+ of MasonryHor3s.

8/17/2019 SOR-2014-15 (Folder-2).xls


79


Ref. to

MoRTSpec.

Remar3s(nput ref.

a) a!our

Mate !ay 030%0 15307 5355 4-12

Ma!oor !ay 03700 177307 12%35 4-1%

!) "#eread car+es $ 0.1 on %a) 1235

c) ContractorBs profit $ 0.1 on %a&!) 1'325Rate per metre ' a&!&c 15,370

say 157.00

2.- %i) C 7!o#e <00 mm

a) a!our

Mate !ay 03050 15307 325 4-12

Ma!oor !ay 13200 177307 2123' 4-1%

!) "#eread car+es $ 0.1 on %a) 22317

c) ContractorBs profit $ 0.1 on %a&!) 2'3%

Rate per metre ' a&!&c 2,3%0

say #68.00

Note

2. 202 Dismant*in+ of A*ei!*e a#ements

Unit = cum


6y Manua* Means

7 6ituminous courses

a) a!our

Mate !ay 030,0 15307 11310 4-12

Ma!oor for !ismantlin loa!in an! unloa!in !ay 13500 177307 2,53,1 4-1%

!) Macinery

9ractor-trolley hour 03%0 171302 ,'3 P&M-05%

c) "#eread car+es $ 0.1 on %a&!) %'317

d) ContractorBs profit $ 0.1 on %a&!&c) %735

Rate per cum ' a&!&c&d '1%3'5

say 413.00

2. 6 4ranu*ar courses

a) a!our

Mate !ay 030'0 15307 73'0 4-12Ma!oor for !ismantlin loa!in an! unloa!in3 !ay 13000 177307 177307 4-1%

!) Macinery

9ractor-trolley hour 03%%0 171302 5,3'' P&M-05%

c) "#eread car+es $ 0.1 on %a&!) 2'30

d) ContractorBs profit $ 0.1 on %a&!&c) 2,350

Rate per cum ' a&!&c&d 21350

say #"1.00

2. 6y Mecanica* Means

7 6ituminous course

a) a!our

Mate !ay 03010 15307 135 4-12Ma!oor !ay 03%00 177307 5%312 4-1%

!) Macinery

9ractor-trolley hour 03%0 171302 ,'3 P&M-05%

.arm tractor ith ripper ,0 cum per hour hour 03017 25312 '35 P&M-055

13 9he e"caation of earth !ismantlin of stone masonry or) in hea! alls an! protection or)s is not inclu!e! hich is to e measure!an! pai! separately3

23 Cre!it for retriee! stone from masonry or) may e ta)en as peractual aailaility3

(ismantlin of fle"ile paements an! !isposal of !ismantle!materials up to a lea! of 1000 metres stac)in sericeale an!unsericeale materials separately

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80


Ref. to

MoRTSpec.

Remar3s(nput ref.

c) "#eread car+es $ 0.1 on %a&!) 123'

d) ContractorBs profit $ 0.1 on %a&!&c) 1%37%

Rate per cum ' a&!&c&d 151301

say 151.00

2.8 202 Dismant*in+ of Cement Concrete a#ement

Unit = cum


a) a!our

Mate !ay 030%0 15307 5355 4-12

+emi s)ille! ma!oor for operatin pneumatic tools !ay 03500 10307 030' 4-1'

Ma!oors as helpers inclu!in loa!in an! unloa!in !ay 03500 177307 35' 4-1%!) Macinery

hour 13000 2%37, 2%37, P&M-001

9ractor-trolley hour 03'00 171302 ,3'1 P&M-05%

=oint Cuttin Machine ith 2-% la!es hour 13000 21'32 21'32 P&M-0%

c) "#eread car+es $ 0.1 on %a&!) 7,312

d) ContractorBs profit $ 0.1 on %a&!&c) %37%

Rate per cum ' a&!&c&d 2130,

say "#1.00

Note

2.= 202 Dismant*in+ of 4uard Rai*s

Unit = unning mete


a) a!our

Mate !ay 0300, 15307 1311 4-12

Ma!oor inclu!in loa!in an! unloa!in !ay 03150 177307 2,35, 4-1%

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) %3,2


Rate per metre ' a&!&c&d '%3%

say 44.00

2.> 202 Dismant*in+ of 5er! Stone

Unit = unning mete


a) a!ourMate !ay 03010 15307 135 4-12

Ma!oor inclu!in loa!in an! unloa!in !ay 03150 177307 2,35, 4-1%

(ismantlin of cement concrete paement y mechanical meansusin pneumatic tools rea)in to pieces not e"cee!in 0302 cum inolume an! stoc) pilin at !esinate! locations an! !isposal of!ismantle! materials up to a lea! of 1000 metres stac)in sericealean! unsericeale materials separately

Air compressor 250 cfm ith to lea!s for pneumatic cutters/hammers 1 cum per hour

9he aoe analysis is for remoal of complete paement3 :n case full!epth repair or) is re*uire! to e !one after !ismantlin proision ofa concrete cuttin an! sain machine may e a!!e! for 0325 hours3

(ismantlin uar! rails y manual means an! !isposal of !ismantle!material ith all lifts an! up to a lea! of 1000 metres stac)insericeale materials an! unsericeale materials separately3

(ismantlin )er stone y manual means an! !isposal of !ismantle!material ith all lifts an! up to a lea! of 1000 metre

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81


Ref. to

MoRTSpec.

Remar3s(nput ref.

!) Macinery

9ractor-trolley hour 03200 171302 %'320 P&M-05%

c) "#eread car+es $ 0.1 on %a&!) ,32,


Cost for 10 m K a@@c@! 7537,Rate per metre ' %a&!&c&d)(10 735

say 8.00

2.< 202 Dismant*in+ of 5er! Stone Canne*

Unit = unning mete


a) a!our

Mate !ay 03015 15307 237 4-12

Ma!oor inclu!in loa!in an! unloa!in !ay 03225 177307 %3' 4-1%

!) Macinery

9ractor-trolley hour 03%00 171302 513%1 P&M-05%

c) "#eread car+es $ 0.1 on %a&!) 3%

d) ContractorBs profit $ 0.1 on %a&!&c) 103%%

Cost for 10 m K a@@c@! 11%3,5

Rate per metre ' %a&!&c&d)(10 113%,

say 11.00

2.10 202 Dismant*in+ of 5i*ometre Stone

Unit = ac!Taking output = one stone

7 t 5M stone

Duantity of cement concrete K 03%2 cum

a) a!our

Mate !ay 031%0 15307 2'30, 4-12

Ma!oor !ay 03750 177307 1%230 4-1%

!) Macinery

9ractor-trolley hour 03150 171302 253,5 P&M-05%

c) "#eread car+es $ 0.1 on %a&!) 1325


Rate for one t 5M stone ' a&!&c&d 2203'

say ##1.00

6 "rdinary 5M Stone

Duantity of cement concrete K 032, cum

a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor !ay 03500 177307 35' 4-1%

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 103%


Rate for one ordinary 5M stone ' a&!&c&d 1%23%0

say 13#.00

C ectometre Stone

Duantity of cement concrete K 030' cum

a) a!our

Mate !ay 0300' 15307 037' 4-12

(ismantlin )er stone channel y manual means an! !isposal of!ismantle! material ith all lifts an! up to a lea! of 1000 metre

(ismantlin of )ilometre stone inclu!in cuttin of earth foun!ationan! !isposal of !ismantle! material ith all lifts an! lea! upto 1000 man! ac) fillin of pit3

8/17/2019 SOR-2014-15 (Folder-2).xls


82


Ref. to

MoRTSpec.

Remar3s(nput ref.

Ma!oor !ay 03100 177307 17371 4-1%

!) Macinery

9ractor-trolley hour 03020 171302 %3'2 P&M-05%

c) "#eread car+es $ 0.1 on %a&!) 231

d) ContractorBs profit $ 0.1 on %a&!&c) 23'1Rate for one ectometre stone ' a&!&c&d 2,3',

say #6.50

2.11 202 Dismant*in+ of Aencin+

Unit = unning mete

Taking output = 30 metes

a) a!our

Mate !ay 03150 15307 2737, 4-12Ma!oor inclu!in loa!in an! unloa!in !ay %3000 177307 5%1321 4-1%

Blac)smith !ay 03750 2%'32 175372 4-02

!) Macinery

9ractor-trolley hour 03150 171302 253,5 P&M-05%

c) "#eread car+es $ 0.1 on %a&!) 7,30%

d) ContractorBs profit $ 0.1 on %a&!&c) %3,'

Cost for %0 metres K a@@c@! 20301

Rate per metre ' %a&!&c&d)(90 %03,7

say 30.70

2.12 202 Dismant*in+ of C Hater ipe ine

Unit = unning mete


a) a!our

Mate !ay 0300 15307 1,3,, 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

Plumer !ay 03250 2%'32 5357 4-02

!) Macinery

9ruc) 10 tonne capacity hour 03250 77%300 1%325 P&M-057

4iht Crane % tonne capacity hour 03500 5%5300 2,7350 P&M-01%c) "#eread car+es $ 0.1 on %a&!) 301


Cost for 10 metres K a@@c@! 107730'

Rate per metre ' %a&!&c&d)(10 107370

say 108.00

Note

2.19 202 Remo#a* of Cement Concrete ipe of Se,er 4utter

Unit = unning mete

(ismantlin of are! ire fencin/ ire mesh fencin inclu!in postsfoun!ation concrete ac) fillin of pit y manual means inclu!in!isposal of !ismantle! material ith all lifts an! up to a lea! of 1000metres stac)in sericeale material an! unsericeale materialseparately3

(ismantlin of C: ater pipe line ,00 mm !ia inclu!in !isposal ithall lifts an! lea! upto 1000 metres an! stac)in of sericeale materialan! unsericeale material separately un!er superision of concerne!!epartment

9he rate analysis !oes not inclu!e any e"caation in earth or!ismantlin of masonry or)s hich are to e measure! an! pai!separately3

;emoal of cement concrete pipe of seer utter 1500 mm !ia un!erthe superision of concerne! !epartment inclu!in !isposal ith all

lifts an! up to a lea! of 1000 metres an! stac)in of sericeale an!unsericeale material separately ut e"clu!in earth e"caation an!!ismantlin of masonry or)s3

8/17/2019 SOR-2014-15 (Folder-2).xls


83


Ref. to

MoRTSpec.

Remar3s(nput ref.


a) a!our

Mate !ay 03100 15307 1351 4-12

Ma!oor !ay 23500 177307 ''23, 4-1%

!) MacineryCrane 5 tonne capacity hour 03%00 53'0 1732 P&M-070

9ruc) flat o!y 10 tonne hour 13000 77%300 77%300 P&M-057

c) "#eread car+es $ 0.1 on %a&!) 1'13'0

d) ContractorBs profit $ 0.1 on %a&!&c) 15535'

Cost for 10 metres K a@@c@! 17103'


say 171.00

Note

2.1- 202 Remo#a* of Te*epone ( /*ectric o*es and ines

Unit = eac!

Taking output = 30 9os

a& a/ou

Mate !ay 03'0 15307 3% 4-12

Ma!oor !ay 103000 177307 1770370 4-1%

6lectrician/4ineman !ay 23000 2%'32 ',35 4-02

!) Macinery


c) "#eread car+es $ 0.1 on %a&!) 253',

d) ContractorBs profit $ 0.1 on %a&!&c) 2'3%1

Cost for %0 poles K a@@c@! %1273'2

Rate per po*e ' %a&!&c&d)(90 10'325

say 104.00

9he rate analysis !oes not inclu!e any e"caation in earth or!ismantlin of masonry or)s hich are to e measure! an! pai!separately3

;emoal of telephone / 6lectric poles inclu!in e"caation an!!ismantlin of foun!ation concrete an! lines un!er the superision ofconcerne! !epartment !isposal ith all lifts an! up to a lea! of 1000metres an! stac)in the sericeale an! unsericeale materialseparately

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8/17/2019 SOR-2014-15 (Folder-2).xls


Analysis of Rate '*?C-'

86


Ref. to

MoRTSpec.

Remar3s(nput ref.

say #6".00

Note

9.8 901

Unit = cum


a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery

hour ,3000 151,3%2 0732 P&M-02,

9ipper 535 cum capacity ' trips per hour3 hour 1,3000 7%300 1%,300 P&M-0'

c) "#eread car+es $ 0.1 on %a&!) 2%'%3'


Cost for %,0 cum K a@@c@! 2%5,31

Rate per cum ' %a&!&c&d)(980 7377

Roya*ty $ Rs. 2-.00 per Cum 2'300Rate per cum 102377

say 103.00

9.= 901

Unit = cum

Taking output = #40 cum

a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery

hour ,3000 151,3%2 0732 P&M-02,

9ipper 535 cum capacity ' trips per hour3 hour 113000 7%300 ,0%300 P&M-0'

c) "#eread car+es $ 0.1 on %a&!) 10,3

d) ContractorBs profit $ 0.1 on %a&!&c) 2073,

Cost for 2'0 cum K a@@c@! 2%07'35'

Rate per cum ' %a&!&c&d)(2-0 ,31'

Roya*ty $ Rs. 2-.00 per Cum 2'300

Rate per cum 12031'

say 1#0.00

13 9he *uality an! aailaility of roc) shall e chec)e!efore affor!in cre!it3

23 :n case some roc) is issue! to the contractor at site theitem of carriae shall e re!uce!/restricte! to that e"tent3

/ca#ation in Soi* usin+ ydrau*ic /ca#ator C5 <0 andTippers ,it Disposa* upto 1000 metres.

6"caation for roa!or) in soil ith hy!raulic e"caator of03 cum uc)et capacity inclu!in cuttin an! loa!in intippers trimmin ottom an! si!e slopes in accor!ance ithre*uirements of lines ra!es an! cross sections an!transportin to the eman)ment location ithin all lifts an!lea! upto 1000m #inclu!in ;oyalty ;s3 2'300 per cumut e"clu!in aterin rollin & compaction$

y!raulic e"caator 03 cum uc)et capacity ,0cum per hour

/ca#ation in "rdinary Roc3 usin+ ydrau*ic /ca#atorC5?<0 and Tippers ,it Disposa* upto 1000 metres.

6"caation for roa!ay in or!inary roc) ith hy!raulice"caator of 03 cum uc)et capacity inclu!in cuttin an!loa!in in tippers transportin to eman)ment site ithin alllifts an! lea! upto 1000 m trimmin ottom an! si!e slopesin accor!ance ith re*uirements of lines ra!es an! crosssections #inclu!in ;oyalty ;s3 2'300 per cum ute"clu!in aterin rollin & compaction$

y!raulic 6"caator 030 cum uc)et capacity %,cum per hour

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87


Ref. to

MoRTSpec.

Remar3s(nput ref.

9.> 901 /ca#ation in ard Roc3 %!*astin+ proi!ited)

7 Mecanised

Unit = cum


a) a!our

Mate !ay 03'00 15307 7'30% 4-12

!ay 103000 177307 1770370 4-1%

!) Macinery

hour ,3000 151,3%2 0732 P&M-02,

9ipper 535 cum capacity 1 trip per hour3 hour ,3500 7%300 5,7'350 P&M-0'

cum 13000 -1023%% ?1>-1.<9 M-0

c) "#eread car+es $ 0.1 on %a&!) 1'77352


Cost for %, cum K a@@c@! 177302

Rate per cum ' %a&!&c&d)(98 ',3,1

say 4"7.00

Note

9.> 6 Manua* Metod

Unit = cum


a) a!our

Mate !ay 13,'0 15307 %0%351 4-12

Ma!oor inclu!in loa!in in truc) !ay 1,3000 177307 2%%312 4-1%

Chiseller !ay 2'3000 15307 '''13, 4-05

Blac)smith !ay 13000 2%'32 2%'32 4-02

!) Macinery

9ipper 535 cum capacity 1 trip per hour3 hour 2300 7%300 25%1370 P&M-0'

cum 3000 -1023%% ?>1>.89 M-0

c) "#eread car+es $ 0.1 on %a&!) 52357


Cost for 1, cum K a@@c@! 1152,30,

Rate per cum ' %a&!&c&d)(18 7203%

say 7#0.00

Note 13 Cre!it is consi!ere! for 50 per cent of *uantity of or)3

9.< 901

6"caation for roa!ay in har! roc) #lastin prohiite!$ ith roc) rea)ers inclu!in rea)in roc) loa!in in tippersan! !isposal ithin all lifts an! lea! upto 1000 metrestrimmin ottom an! si!e slopes in accor!ance ith

re*uirements of lines ra!es an! cross sections3

Ma!oor for trimmin slopes inclu!in mannul loa!inin truc)

y!raulic e"caator ith roc) rea)er attachment ,cum per hour

Cre!it for e"caate! roc) foun! suitale for use 50per cent of e"caate! *uantity

13 9he *uality an! aailaility of roc) shall e chec)e!efore affor!in cre!it3

23 :n case some roc) is issue! to the contractor at site theitem of carriae shall e restricte!/re!uce! to that e"tent3

%3Bein small *uantity manual loa!in ill e economical in

this case an! has een proi!e! accor!inly3

Cre!it for e"caate! roc) foun! suitale for use 50per cent of e"caate!

23 4oa!in for !isposal ill e !one manually ein small*uantity3

%3 :n case some roc) is issue! to contractor at site the itemof carriae shall e omitte! to the e"tent of *uantity issue!to the contractor3

/ca#ation in ard Roc3 %contro**ed !*astin+) ,itdisposa* upto 1000 metres

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88


Ref. to

MoRTSpec.

Remar3s(nput ref.

Unit = cum


a) a!our

Mate !ay 03220 15307 '0372 4-12

Ma!oor !ay %3000 177307 5%1321 4-1%

(riller !ay 23000 20,3 '1%3 4-0,

Blaster !ay 03500 23%1 1''3,, 4-0%

!) Macinery

(oer 0 P %0 cum per hour hour ,3000 %1%532' 1113'' P&M-01'

Air compressor 250 cfm ith 2 ac) hammers hour ,3000 2%37, 17,235, P&M-001


9ipper 535 cum capacity ' trips per hour3 hour 3200 7%300 7153,0 P&M-0'c) Materia*s

Gelatin 0 per cent ) ,%3000 112377 710'35 M-10'

each 1003000 1'327 1'%032 M-0' /100

cum 03000 -1023%% ?<20<.8- M-0

2'1%3%2

d) "#eread car+es $ 0.1 on %a&!&c) 50,737

e) ContractorBs profit $ 0.1 on %a&!&c&d) 557'377

Cost for 10 cum K a@@c@!@e ,1%223'%

Rate per cum ' %a&!&c&d&e)(1>0 %'03,

say 341.00

;Note

9.10 901 /ca#ation in Marsy Soi*

Unit = cum


a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery

hour ,3000 151,3%2 0732 P&M-02,

9ipper 535 cum capacity ' trips per hour3 hour 1%3,'0 7%300 1107372 P&M-0'

c) "#eread car+es $ 0.1 on %a&!) 21%73',d) ContractorBs profit $ 0.1 on %a&!&c) 2%51320

Cost for %00 cum K a@@c@! 25,%325

Rate per cum ' %a&!&c&d)(900 ,321

6"caation for roa!ay in har! roc) ith controlle! lastiny !rillin lastin an! rea)in trimmin of ottom an!si!e slopes in accor!ance ith re*uirements of lines ra!esan! cross sections loa!in an! !isposal of cut roa! ith inall lifts an! lea!s upto 1000 metres

6lectric (etonators 1 !etonator for1/2 elatin stic)of 125 ms each

Cre!it for e"caate! roc) foun! suitale for use 50per cent *uantity laste!

A!! 5 per cent of cost of a@@c toar!s mufflinarranements to uar! aainst any roc) fly off !urinlastin

13 Cre!it is consi!ere! for 50 per cent of *uantity oflastere! roc) if foun! suitale for construction33

23 :n case some roc) is issue! to the contractor at site theitem of carriae shall e re!uce! to that e"tent3

6"caation for roa!ay in marshy soil ith hy!raulice"caator 03 cum uc)et capacity inclu!in cuttin an!loa!in in tippers an! !isposal ith in all lifts an! lea! upto1000 metres trimmin of ottom an! si!e slopes inaccor!ance ith re*uirements of lines ra!es an! crosssections #inclu!in ;oyalty ;s3 2'300 per cum ute"clu!in aterin rollin & compaction$

y!raulic e"caator 030 cum uc)et capacity 50cum per hour

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8/17/2019 SOR-2014-15 (Folder-2).xls



90


Ref. to

MoRTSpec.

Remar3s(nput ref.

Note

/ca#ation for Structures

9.19 90-

%i) "rdinary soi*

Unit = cum


7 Manua* Means %Dept upto 9 m)

a) a!our

Mate !ay 03%20 15307 5322 4-12

Ma!oor !ay 3000 177307 1'1,35, 4-1%

!) "#eread car+es $ 0.1 on %a) 1'735

c) ContractorBs profit $ 0.1 on %a&!) 1,23%'

Cost for 10 cum K a@@c 175370

Rate per cum ' %a&!&c)(10 17357

say 17".00

Note

9.19 %i) 6 Mecanica* Means %Dept upto 9 m)

Unit = cum


a) a!our

Mate !ay 03%20 15307 5322 4-12

Ma!oor !ay 3000 177307 1'1,35, 4-1%

!) Macinery

y!raulic e"caator 130 cum uc)et capacity hour ,3000 151,3%2 0732 P&M-02,

c) "#eread car+es $ 0.1 on %a&!) 10573%7

d) ContractorBs profit $ 0.1 on %a&!&c) 11,%311

Cost for %00 cum K a@@c@! 127'31

Rate per cum ' %a&!&c&d)(900 '23,5

say 43.00

Note

9.19 %ii) "rdinary Roc3 %not requirin+ !*astin+)

7 Manua* Means %Dept upto 9 m)

Unit = cum


a) a!our

Mate !ay 03'00 15307 7'30% 4-12

Ma!oor !ay 103000 177307 1770370 4-1%

!) "#eread car+es $ 0.1 on %a) 1'3'7


Cost for 10 cum K a@@c 22%2312

Rate per cum ' %a&!&c)(10 22%321

say ##3.00

Note

:n case laste! roc) is use! to the contractor aainstpayment for constructe! or) the cost of carriae shall ere!uce! to that e"tent3

6arth or) in e"caation of foun!ation of structures as per!rain an! technical specification inclu!in settin outconstruction of shorin an! racin remoal of stumps an!other !eleterious matter !ressin of si!es an! ottomac)fillin the e"caation earth to the e"tent re*uire! an!utilisin the remainin earth locally for roa! or)3

Cost of !eaterin may e a!!e! here re*uire! upto 10per cent of laour cost Assessment for !eaterin shall ema!e as per site con!itions33

Cost of !eaterin upto 5 per cent of #a@$ may ea!!e! here re*uire!3 Assessment for !eaterin shall e

ma!e as per site con!itions33

Cost of !eaterin upto 10 per cent of laour cost may ea!!e! here re*uire!3 Assessment for !eaterin shall ema!e as per site con!itions33

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91


Ref. to

MoRTSpec.

Remar3s(nput ref.

9.19 %ii) 6 Mecanica* Means

Unit = cum


a) a!our

Mate !ay 032'0 15307 ''3'2 4-12

Ma!oor !ay ,3000 177307 10,23'2 4-1%

!) Macinery

y!raulic e"caator 130 cum uc)et capacity hour ,3000 151,3%2 0732 P&M-02,

c) "#eread car+es $ 0.1 on %a&!) 10203'


Cost for 21, cum K a@@c@! 12%'737,

Rate per cum ' %a&!&c&d)(218 57317

say 57.00

Note

9.19 %iii) ard Roc3 % requirin+ !*astin+ )

7 Manua* Means

Unit = cum


a) a!our

i$ Mate !ay 035%0 15307 30 4-12

ii$ (riller !ay 03'0 20,3 17%37 4-0,

iii$ Blaster !ay 03'00 23%1 115372 4-0%

i$ Ma!oor !ay 123000 177307 212'3' 4-1%

!) Macinery

hour 03,7 2%37, 1,32 P&M-001

c) Materia*

Blastin Material ) %3500 112377 %'370 M-10'

(etonator electric each 1'3000 1'327 137% M-0' /100

d) "#eread car+es $ 0.1 on %a&!&c) %%03%

e) ContractorBs profit $ 0.1 on %a&!&c&d) %,%3'1

Cost for 10 cum K a@@c@!@e %735,

Rate per cum ' %a&!&c&d&e)(10 %37,

say 400.00

Note

9.19 %i#) ard Roc3 % !*astin+ proi!ited )

Unit = cum


7 Mecanica* Means

a) a!our

Mate !ay 03200 15307 %7301 4-12

Ma!oor !ay 53000 177307 53%5 4-1%

!) Macinery

hour 103000 2%37, 2%73,0 P&M-001

c) "#eread car+es $ 0.1 on %a&!) %,300

d) ContractorBs profit $ 0.1 on %a&!&c) '2'3,0

Cost for 10 cum K a@@c@! ',7035,

13Cost of !eaterin upto 5 per cent of #a@$ may ea!!e! here re*uire! Assessment for !eaterin shall e

ma!e as per site con!itions323:n case of roc) foun!ation eyon!% m is not !u an!hence not inclu!e!3

Air Compressor 250 cfm ith 2 ac) hammer 15 cumper hour

Cost of !eaterin 10 per cent of laour cost may ea!!e! here re*uire! Assessment for !eaterin shall ema!e as per site con!itions3

Air Compressor 250 cfm ith 2 lea!s of pneumaticrea)er 1 cum per hour

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92


Ref. to

MoRTSpec.

Remar3s(nput ref.

Rate per cum ' %a&!&c&d)(10 ',730,

say 467.00

Note

9.19 %#) Marsy soi*

Unit = cum


7 Manua* means % upto 9 m dept)

a) a!our

Mate/+uperisor !ay 03'00 15307 7'30% 4-12

Ma!oor !ay 103000 177307 1770370 4-1%

!) Macinery

9ractor-trolley hour 23,70 171302 '5,3,2 P&M-05%

c) Materia*

+electe! earth for refillin cum 53000 25310 125350 M-1,%

d) "#eread car+es $ 0.1 on %a&!&c) 2'23,

e) ContractorBs profit $ 0.1 on %a&!&c&d) 2,,35

Cost for 10 cum K a@@c@!@e 2%,3'

Rate per cum ' % a&!&c&d&e)( 10 2%3,5

say #"4.00

Note

9.19 %#) 6 Mecanica* Means

a) a!our

i$ Mate !ay 0300 15307 1'31 4-12

ii$ Ma!oor for !ressin si!es ottom an! ac)fillin !ay 23000 177307 %5'31' 4-1%

!) Macinery

hour 03170 151,3%2 257377 P&M-02,

9ipper 535 cum capacity ' trips per hour3 hour 03'50 7%300 %235 P&M-0'

c) Materia*+electe! earth for refillin cum 53000 25310 125350 M-1,%

d) "#eread car+es $ 0.1 on %a&!&c) 11'351

e) ContractorBs profit $ 0.1 on %a&!&c&d) 1253,

Cost for 10 cum K a@@c@!@e 1%535%

Rate per cum ' %a&!&c&d&e)(10 1%355

say 13".00

Note

9.1- 90.-.9

13 Cost of !eaterin upto 5 per cent of #a@$ may ea!!e! here re*uire! Assessment for !eaterin shall ema!e as per site con!itions3

23:n case of roc) foun!ation eyon! % m is not !u an!hence not inclu!e!3

13 Cost of !eaterin %0 per cent of #a$ may e a!!e! here re*uire! Assessment for !eaterin shall e ma!e asper site con!itions3

23 +horin & struttin 20 per cent of #a$ here re*uire! maye a!!e!

%3 :t is assume! that Marshy +oil ill e aailale upto % m!epth only3 .or !eeper e"caation elo % m !epth referanalysis in item #i$ to #i$ for or!inary soil

y!raulic e"caator 130 cum uc)et capacity ,0cum per hour

13 Cost of !eaterin 20 per cent of #a@$ may ea!!e! here re*uire!

23 +horin & struttin 10 per cent of #a@$ herere*uire! may e a!!e!

%3 :t is assume! that Marshy +oil ill e aailale upto % m

!epth only3 .or !eeper e"caation elo % m !epth referanalysis in item #i$ to #i$ for or!inary soil

Scarifyin+ /istin+ 4ranu*ar Surface to a Dept of 0

mm !y Manua* Means

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93


Ref. to

MoRTSpec.

Remar3s(nput ref.

Unit = s$m


a) a!our

Mate !ay 03200 15307 %7301 4-12

Ma!oor inclu!in loa!in an! unloa!in !ay 53000 177307 53%5 4-1%

!) Macinery

9ractor-trolley hour 13,70 171302 253,0 P&M-05%

c) "#eread car+es $ 0.1 on %a&!) 12030


Cost for 100 s*m K a@@c@! 1',13,'

Rate per sqm ' %a&!&c&d)(100 1'3,2

say 14.60

Note

9.1 90.-.9

Unit = s$m


a) a!our

Mate !ay 03010 15307 135 4-12

Ma!oor !ay 03250 177307 ''327 4-1%

!) Macinery

9ractor ith ripper attachment ,0 cum per hour hour 0300 25312 2231 P&M-055hour 03200 11300 2%73,0 P&M-017

9ipper 535 cum capacity ' trips per hour3 hour 032%0 7%300 20037 P&M-0'

c) "#eread car+es $ 0.1 on %a&!) 5037%


Cost for 100 s*m K a@@c@! ,1%35

Rate per sqm ' %a&!&c&d)(100 ,31'

say 6.10

9.18 90

Unit = cum

a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor !ay 13000 177307 177307 4-1%

!) Macinery

hour 13,70 151,3%2 25%2325 P&M-02,

9ipper 10 tonne capacity tonne3)m 1,0 " 4 23, '235'

'235

(oer 0 P for sprea!in 200 cum per hour hour 03500 %1%532' 15,73,2 P&M-01'

Motor ra!er for ra!in 100 cum per hour hour 13000 251300 251300 P&M-0%2

+carifyin the e"istin ranular roa! surface to a !epth of 50mm an! !isposal of scarifie! material ithin all lifts an!lea!s upto 1000 metres3

:n case material is to e reuse! at site transportation cost

catere! aoe for !isposal shall e !elete!3Scarifyin+ /istin+ 6ituminous Surface to a dept of 0mm !y Mecanica* Means

+carifyin the e"istin ituminous roa! surface to a !epth of50 mm an! !isposal of scarifie! material ith in all lifts an!lea! upto 1000 metres3

.ront en! loa!er 1 cum uc)et capacity 25 cum perhour

Construction of /m!an3ment ,it Materia* o!tained

from 6orro,pits

Construction of eman)ment ith approe! material

otaine! from orro pits ith all lifts an! lea!s transportinto site sprea!in ra!in to re*uire! slope an! compactinto meet re*uirement of tale %00-23

y!raulic 6"caator1 cum uc)et capacity ,0 cumper hour

4ea! K1 )m

& P&M-0'7A!! 10 per cent of cost of carriae to coer cost ofloa!in an! unloa!in

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94


Ref. to

MoRTSpec.

Remar3s(nput ref.

<ater tan)er, 4 capacity hour '3000 11132' '''3, P&M-0,0

8iratory roller -10 tonnes 100 cum per hour hour 13000 177300 177300 P&M-05

c) Materia*

Cost of ater 4 2'3000 1,7307 '003,' M-1

cum 1003000 25310 2510300 M-02

d) "#eread car+es $ 0.1 on %a&!&c) 1,013%

e) ContractorBs profit $ 0.1 on %a&!&c&d) 17,2302

Cost for 100 cum K a@@c@!@e 1%231


say 1"4.00

Note

9.1= 90

Unit = cum


a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor !ay 03500 177307 35' 4-1%

!) Macinery




8iratory roller -10 tonnes 100 cum per hour hour 13000 177300 177300 P&M-05

c) Materia*

Cost of ater 4 2'3000 1,7307 '003,' M-1


e) ContractorBs profit $ 0.1 on %a&!&c&d) 11'53%7

;ate for 100 cum K a@@c@!@e 125307

Rate per cum ' %a&!&c&d&e)(100 1253

say 1#6.00

Note

9.1> 90 Construction of Su!+rade and /arten Sou*ders

Unit = cum

Taking output = 100 cuma) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor !ay 13000 177307 177307 4-1%

Compensation & ;oyalty for earth ta)en from priatelan!

Compensation for earth ill ary from place to place an! illhae to e assesse! realistically as per particular roun!situation3 :n case earth is aailale from Got3 lan!compensation for earth ill not e re*uire!3 9he position isre*uire! to e clearly state! in the cost estimate3

Construction of /m!an3ment ,it Materia* Deposited

from Road,ay Cuttin+

Construction of eman)ment ith approe! materials!eposite! at site from roa!ay cuttin an! e"caation from!rain an! foun!ation of other structures ra!e! an!compacte! to meet re*uirement of tale %00-23

:n case the earth cuttin is !one y !oer an! pushe! forfillin in the eman)ment the input of !oer in the cost ofeman)ment shall e !elete! as the same is alrea!yproi!e! in the cost of e"caation3 oeer if the earth is!umpe! y tippers from roa!ay cuttin the input of !oerfor sprea!in is re*uire! to e proi!e!3

Construction of su-ra!e an! earthen shoul!ers ithapproe! material otaine! from orro pits ith all lifts &lea!s transportin to site sprea!in ra!in to re*uire!slope an! compacte! to meet re*uirement of tale Io3%00-2

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95


Ref. to

MoRTSpec.

Remar3s(nput ref.

!) Macinery

hour 13,70 151,3%2 25%2325 P&M-02,

9ipper 10 tonne capacity tonne3)m 175"4 23, ',372

',37


Motor ra!er for ra!in 50 cum per hour hour 23000 251300 50%300 P&M-0%2

<ater tan)er ith , )m lea! hour '3000 11132' '''3, P&M-0,0

8iratory roller -10 tonnes 0 cum per hour hour 13250 177300 222%375 P&M-05

c) Materia*

Cost of ater 4 2'3000 1,7307 '003,' M-1

Compensation & ;oyalty for earth ta)en from priate lan! cum 1003000 25310 2510300 M-02

d) "#eread car+es $ 0.1 on %a&!&c) 1023,%

e) ContractorBs profit $ 0.1 on %a&!&c&d) 2023


Rate per cum ' %a&!&c&d&e)(100 2%0322

say #30.00

9.1< 90.9.- Compactin+ "ri+ina* 4round

Case? Compactin+ ori+ina* +round supportin+ su!?+rade

Unit = cum


a) a!our

Mate !ay 03120 15307 22321 4-12Ma!oor !ay %3000 177307 5%1321 4-1%

!) Macinery

9ractor ith ripper attachment hour 3000 25312 25,,30 P&M-055

Motor ra!er for ra!in hour ,3000 251300 1511'300 P&M-0%2

<ater tan)er , 4 capacity hour '3000 11132' '''3, P&M-0,0

8iratory roller -10 tonne 0 cum/hour hour 73500 177300 1%%'2350 P&M-05

c) Materia*

Cost of ater 4 2'3000 1,7307 '003,' M-1

d) "#eread car+es $ 0.1 on %a&!&c) %,0%30,

e) ContractorBs profit $ 0.1 on %a&!&c&d) %,%3%7

Cost for ,00 cum K a@@c@!@e '%57302

Rate per cum ' %a&!&c&d&e)(800 723,,

say 73.00

9.1< Case? @Compactin+ ori+ina* +round supportin+ em!an3ment

Unit = cum


a) a!ourMate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery

y!raulic e"caator1 cum uc)et capacity ,0 cumper hour

4ea! K1 )m& P&M-0'7

A!! 10 per cent of cost of carriae to coer cost ofloa!in an! unloa!in

4oosenin of the roun! upto a leel of 500 mm elo thesu-ra!e leel atere! ra!e! an! compacte! in layers tomeet re*uirement of tale %00-2 for su-ra!e construction3

4oosenin leelin an! Compactin oriinal roun!supportin eman)ment to facilitate placement of first layerof eman)ment scarifie! to a !epth of 150 mm mi"e! ith

ater at >MC an! then compacte! y rollin so as toachiee minimum !ry !ensity as ien in 9ale %00-2 foreman)ment construction3

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96


Ref. to

MoRTSpec.

Remar3s(nput ref.

9ractor ith ripper attachment hour ,3000 25312 1710372 P&M-055

8iratory roa! roller -10 tonne capacity hour 73500 177300 1%%'2350 P&M-05


c) Materia*

Cost of ater 4 2'3000 1,7307 '003,' M-1d) "#eread car+es $ 0.1 on %a&!&c) 173,

e) ContractorBs profit $ 0.1 on %a&!&c&d) 21,3''

Cost for ,00 cum K #a@@c@!@e$ 2'0503

Rate per sqm ' %a&!&c&d&e)(800 '030

say 40.00

9.20 90 Strippin+ and Storin+ Top Soi*

Unit = cum


a) a!our

Mate !ay 03200 15307 %7301 4-12

Ma!oor !ay 53000 177307 53%5 4-1%

!) Macinery

(oer 0 P 100 cum per hour hour 03100 %1%532' %1%352 P&M-01'

c) "#eread car+es $ 0.1 on %a&!) 12%35


Cost for 10 cum K #a@@c@!$ 1'53'2

Rate per cum ' %a&!&c&d)(10 1'35'

say 150.00

9.21

Unit = cum


a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery

(oer 0 P hour ,3000 %1%532' 1113'' P&M-01'

c) "#eread car+es $ 0.1 on %a&!) 1130'


Cost for %00 cum K #a@@c@!$ 2%20327

Rate per cum ' %a&!&c&d)(900 773%,

say 77.00

9.22 90= Turfin+ ,it Sods

Unit = s$m


a) a!our

Mate !ay 03120 15307 22321 4-12

+trippin storin of top soil y roa! si!e at 15 m internal an!re-application on eman)ment slopes cut slopes an! otherareas in localities here the aailale eman)ment materialis not con!ucie to plant roth3

Strippin+F Storin+ and Re?*ayin+ Top Soi* from 6orro,7reas in 7+ricu*ture Aie*ds.

+trippin of top soil from orro areas locate! in ariculturefiel!s storin at a suitale place sprea!in an! re-layinafter ta)in the orro earth to maintain fertility of thearicultural fiel! finishin it to the re*uire! leels an!satisfaction of the farmer3

.urnishin an! layin of the lie so!s of perennial turfformin rass on eman)ment slope eres or otherlocations shon on the !rain or as !irecte! y theenineer inclu!in preparation of roun! fetchin of so!san! aterin3

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97


Ref. to

MoRTSpec.

Remar3s(nput ref.

Ma!oor for preparation of roun! an! fetchin of so!s !ay %3000 177307 5%1321 4-1%

!) Macinery

<ater tan)er inclu!in aterin for % months hour 23000 11132' 2223' P&M-0,0


c) Materia*

cum 0310 523,5 531, M-1,7

Cost of ater 4 123000 1,7307 200'32 M-1

d) "#eread car+es $ 0.1 on %a&!&c) %0'3,

e) ContractorBs profit $ 0.1 on %a&!&c&d) %%531,

Cost for 100 s*m K a@@c@!@e %,,37'

Rate per 100 sqm ' %a&!&c&d&e)(100 %,37

say 37.00

9.29 90> Seedin+ and Mu*cin+

Unit = s$m

Taking output = #40 s$m

a) a!our

Mate !ay 03'00 15307 7'30% 4-12

Ma!oor !ay 103000 177307 1770370 4-1%

!) Macinery

hour 1'3000 11132' 15573%, P&M-0,0

9ractor-trolley hour 23'00 171302 '103'' P&M-05%

c) Materia*

+ee!s ) %3,00 213% 73' M-1,2

+lu!e/.arm yar! manure 031 cum per 100 s*m cum 03'%0 523,5 2273%2 M-1,7

Bitumen 6mulsion litre 553200 '5350 25%032 M-077

=ute nettin open eae 235 cm s*uare openin s*m 2,'3000 2371 750372 M-121

Cost of ater for % months 4 '3000 1,7307 1'0%%37% M-1

d) "#eread car+es $ 0.1 on %a&!&c) 22,3'2

e) ContractorBs profit $ 0.1 on %a&!&c&d) %1030,

Cost for 2'0 s*m K a@@c@!@e %'13,%

Rate per sqm ' %a&!&c&d&e)(2-0 1'2350

say 14#.00

9.2- 90< Surface Drains in Soi*

Unit = mete


7 Mecanica* means

a) a!our

Mate !ay 03010 15307 135 4-12

Ma!oor for !ressin of e! an! si!e of !rain !ay 03250 177307 ''327 4-1%

!) Macinery

hour 03%%0 151,3%2 5003% P&M-02,

.arm yar! manure 031 cum per 100 s*m at site of or)

Preparation of see! e! on preiously lai! top soilfurnishin an! placin of see!s fertilier mulchin materialapplyin ituminous emulsion at the rate of 032% litres pers*m an! layin an! fi"in ute nettin inclu!in aterin for% months all as per clause %03

<ater tan)er , 4 capacity inclu!in aterin for %months

Construction of unline! surface !rains of aerae crosssectional area 03'0 s*m in soil to specifie! lines ra!esleels an! !imensions to the re*uirement of clause %01 an!%03 6"caate! material to e use! in eman)ment ithin alea! of 50 metres #aerae lea! 25 metres$

y!raulic 6"caator 03% cum uc)et capacity %0metres per hour

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98


Ref. to

MoRTSpec.

Remar3s(nput ref.

c) "#eread car+es $ 0.1 on %a&!) 5'3,5


Cost for 10 metres K a@@c@! ,,1327

Rate per metre ' %a&!&c&d)(10 ,,31%

say 66.009.2- 6 Manua* Means

a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) "#eread car+es $ 0.1 on %a) %,3

c) ContractorBs profit $ 0.1 on %a&!) '035

Cost for 10 metres K a@@c '',3'2

Rate per metre ' %a&!&c)(10 ''3,'

say 45.00

Note

9.2 90< Surface Drains in "rdinary Roc3

Unit = mete


7 Mecanica* Means

a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor for !ressin of e! an! si!e of !rain !ay 03500 177307 35' 4-1%

!) Macinery

hour 03,70 151,3%2 10153% P&M-02,

c) "#eread car+es $ 0.1 on %a&!) 11032


Cost for 10 metres K a@@c@! 1%'03

Rate per metre ' %a&!&c&d)(10 1%'30

say 134.00

9.2 6 Manua* Means

a) a!our

Mate !ay 03120 15307 22321 4-12

Ma!oor !ay %3000 177307 5%1321 4-1%

!) "#eread car+es $ 0.1 on %a) 553%'


Cost for 10 metres K a@@c ,,3,'

Rate per metre ' %a&!&c)(10 ,,3,

say 67.00

9.28 90< Surface Drains in ard Roc3

9.2= 90< Su!?Surface Drains ,it erforated ipe

<here linin of !rain is proi!e! *uantity shall e or)e!out ase! on approe! !esin an! !rain an! price! on

rate of cement concrete of approe! ra!e or stone/ric)masonry as the case may e3

Construction of unline! surface !rain of aerae crosssectional area 03' s*m in or!inary roc) to specifie! linesra!es leels an! !imensions as per approe! !esin an!to the re*uirement of clause %01 to %03 6"caate! materialto e use! in eman)ment at site3

y!raulic 6"caator 03% cum uc)et capacity 15metres per hour

;ate per metre may e or)e! out ase! on *uantity ofhar! roc) as per !esin3

.or rate of har! roc) cuttin refer releant item in this

chapter

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99


Ref. to

MoRTSpec.

Remar3s(nput ref.

Unit = mete


a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor for e"caation an! ac) fillin !ay 23000 177307 %5'31' 4-1%

c) Materia*

metre 103000 1073 1073, M-1%5

Crushe! stone as per tale %00-% cum 23'00 ,1%300 1'71320 M-012

d) "#eread car+es $ 0.1 on %a&!&c) 2131,

e) ContractorBs profit $ 0.1 on %a&!&c&d) %2032

Cost for 10 metres K a@@c@!@e %52%30'

Rate per metre ' %a&!&c&d&e)(10 %523%0

say 35#.00

Note

9.2> 90< 7++re+ate Su!?Surface Drains

Unit = mete


a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor for e"caation an! ac) fillin ith areates !ay 13500 177307 2,53,1 4-1%

!) Materia*

Crushe! stone as per tale %00-% cum 13%50 ,1%300 27355 M-012

c) "#eread car+es $ 0.1 on %a&!) 103,


Cost for 10 metres K a@@c@! 1%27320

Rate per metre ' %a&!&c&d)(10 1%2372

say 133.00

9.2< 90< Under+round Drain at /d+e of a#ement

Unit = ?unning mete

Taking output = one mete

a$ 6arthor) in soi l cum 13500 '%300 ,'350

$ ;CC or) M-20 cum 03'5 ',2'300 223

Rate per metre ' %a&!) 2%5%3%

say #353.00

Construction of susurface !rain ith perforate! pipe of 100mm internal !iameter of metal/ asestos cement/ cementconcrete/P8C closely ointe! perforations ranin from %mm to , mm !epen!in upon sie of material surroun!inthe pipe ith 150 mm e!!in elo the pipe an! %00 mmcushion aoe the pipe cross section of e"caation '50 "550 mm3 6"caate! material to e utilise! in roa!ay at site3

Perforate! pipe of cement concrete internal !ia 100mm

9ype of pipe may e mo!ifie! !epen!in upon proision in!esin3

Construction of areate su surface !rain %00 mm " '50mm ith areates conformin to tale %00-' e"caate!material to e utilise! in roa!ay3

Construction of an un!erroun! !rain 1 m " 1 m #insi!e!imensions$ line! ith ;CC-20 cm thic) an! coere! ith;CC sla10 cm in thic)ness on uran roa!s3

:tem Io3%31%

:tem 123#C$ ;CC

;ates for these items may e ta)en from chapters on earth or) an! sustructures respectiely3

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100


Ref. to

MoRTSpec.

Remar3s(nput ref.

9.90 910 reparation and Surface Treatment of Aormation.

Unit = s$m

Taking output = 3500s$m

a) a!our

Mate !ay 0320 15307 5132 4-12

Ma!oor !ay ,3000 177307 10,23'2 4-1%

Ma!oor s)ille! !ay 13000 20,3 20,3 4-15

!) Macinery

+mooth % heele! steel roller -10 tonnes hour %3000 ,,5300 15300 P&M-0''

<ater tan)er , 4 one trip per hour hour %3000 11132' %%%372 P&M-0,0

c) Materia*

Cost of ater 4 13000 1,7307 %00732% M-1d) "#eread car+es $ 0.1 on %a&!&c) ,,5372

e) ContractorBs profit $ 0.1 on %a&!&c&d) 7%232

Cost for %500 s*m K a@@c@!@e 05531

Rate per sqm ' %a&!&c&d&e)(900 23%0

say #.00

9.91 919 Construction of Roc3 fi** /m!an3ment

Unit = cum


a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor !ay 13500 177307 2,53,1 4-1%

!) Macinery


8iratory roa! roller -10 tonnes 100 cum per hour hour 13000 177300 177300 P&M-05

<ater tan)er , 4 one trip per hour hour 23000 11132' 2223' P&M-0,0

c) Materia*Cost of ater 4 123000 1,7307 200'32 M-1

d) "#eread car+es $ 0.1 on %a&!&c) 5'3,

e) ContractorBs profit $ 0.1 on %a&!&c&d) ,'%31,

Cost for 100 cum K a@@c@!@e 707'37

Rate per cum ' %a&!&c&d&e)(100 70375

say 71.00

Note

/7RT H"R5 "N R"7D9.92 901 /ca#ation in i** 7rea in Soi* !y Mecanica* Means

Preparation an! surface treatment of formation y remoinmu! an! slurry aterin to the e"tent nee!e! to maintainthe !esire! moisture content trimmin to the re*uire! linera!e profile an! rollin ith -10 tonne smooth heele!

roller complete as per clause %103

Construction of roc) fill eman)ment ith ro)en har! roc)framents of sie not e"cee!in %00 mm lai! in layers note"cee!in 500 mm thic) inclu!in fillin of surface oi!s ithstone spalls lin!in top layer ith ranular material rolle!

ith iratory roa! roller all complete as per clause %1%3

:t is assume! that roc) is aailale locally at site fromroa!ay cuttin3 :n case portion of the roc) re*uiresrea)in to acceptale sie of %00 mm rea)in chares

ill hae to e a!!e!3

6"caation in soil in hilly area y mechanical meansinclu!in cuttin an! trimmin of si!e slopes an! !isposinof e"caate! earth ith all lifts an! lea! upto 1000 metres3

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101


Ref. to

MoRTSpec.

Remar3s(nput ref.

Unit = cum


a) a!our

Mate !ay 032'0 15307 ''3'2 4-12

!ay ,3000 177307 10,23'2 4-1%

!) Macinery

(oer 0 P #(-0 A 12$ '%32 cum per hour hour ,3000 %1%532' 1113'' P&M-01'

.ront en! loa!er hour ,3000 11300 712300 P&M-017

9ipper 535cum capacity ' trips per hour3 hour 123000 7%300 10'7,300 P&M-0'

c) "#eread car+es $ 0.1 on %a&!) %75232%

d) ContractorBs profit $ 0.1 on %a&!&c) '1273'5

Cost for 2,0 cum K a@@c@! '5'0135

Rate per cum ' %a&!&c&d)(280 17'3,2

say 175.00

Note

9.99 901

Unit = cum


a) a!our

Mate !ay 03%20 15307 5322 4-12

Ma!oor !ay 3000 177307 1'1,35, 4-1%

!) Macinery

(oer 0 P #(-0 A 12$ 23%2 cum per hour hour ,3000 %1%532' 1113'' P&M-01'

.ront en! loa!er hour 73000 11300 %1,300 P&M-017

9ipper 535cum capacity ' trips per hour3 hour 73000 7%300 ,111300 P&M-0'

c) "#eread car+es $ 0.1 on %a&!) %'713'2

d) ContractorBs profit $ 0.1 on %a&!&c) %135,

Cost for 170 cum K a@@c@! '200'321

Rate per cum ' %a&!&c&d)(1=0 2'730

say #47.00

Note

9.9- 901

Unit = cum


a) a!our

Mate !ay 03'0 15307 03, 4-12

Ma!oor !ay 103000 177307 1770370 4-1%

Ma!oor for trimmin slopes an! helpin in e"caationetc3

:n case the lan! on the alley si!e is arren an! there is nooection for !isposin of e"caate! earth on the alley si!ethe proision of front en! loa!er an! tipper shall e !elete!as e"caate! earth shall e !ispose! off on the alley si!e3

/ca#ation in i**y 7rea in "rdinary Roc3 !y Mecanica*Means not Requirin+ 6*astin+.

6"caation in hilly area in or!inary roc) not re*uirin lastiny mechanical means inclu!in cuttin an! trimmin ofslopes an! !isposal of cut material ith all lift an! lea! upto1000 metres3

:n case the lan! on the alley si!e is arren an! there is nooection for !isposin of e"caate! earth on the alley si!ethe proision of front en! loa!er an! tipper shall e !elete!as e"caate! earth can e !ispose! off on the alley si!e3

/ca#ation in i**y 7reas in ard Roc3 Requirin+6*astin+

6"caation in hilly areas in har! roc) re*uirin lastin ymechanical means inclu!in trimmin of slopes an! !isposalof cut material ith all lifts an! lea! upto 1000 metres3

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102


Ref. to

MoRTSpec.

Remar3s(nput ref.

(riller !ay 23000 20,3 '1%3 4-0,

Blaster !ay 03250 23%1 723%% 4-0%

!) Macinery

(oer 0 P #(-0 A 12$ 23%2 cum per hour hour ,3000 %1%532' 1113'' P&M-01'

hour 53000 2%37, 1',30 P&M-001

.ront en! loa!er hour 73000 11300 %1,300 P&M-017

9ipper 535cum capacity ' trips per hour3 hour 73000 7%300 ,111300 P&M-0'

c) Materia*s

Gelatine 0 per cent ) %53000 112377 %',3 M-10'

each 1'03000 1'327 1732, M-0' /100

d) "#eread car+es $ 0.1 on %a&!&c) '232

e) ContractorBs profit $ 0.1 on %a&!&c&d) '7231

Cost for 170 cum K a@@c@!@e 5202301

Rate per cum ' %a&!&c&d&e)(1=0 %0,305

say 306.00

Note

9.9 Hor3 in Ur!an Roads

9.98

Air compressor 250 cfm ith to ac) hammer 20cum per hour

6lectric (etonators 1 (etonator for 2 Gelatine stic)sof 125 ms each

:n case the lan! on the alley si!e is arren an! there is nooection for !isposin of e"caate! earth on the alley si!ethe proision of front en! loa!er an! tipper shall e !elete!as e"caate! earth can e !ispose! off on the alley si!e3

:n case of hill roa!s the altitu!e effect comes into play3 9heoutput of men an! machines !ecreases proressiely after2100 m eleation lea!in to increase in cost 3 ih altitu!eeffect has een e"plaine! in the asic approach3

9he cost of earth or) in uran roa!s inhaite! area ill e

comparatiely hiher !ue to folloin reasonsEa$ 9here is mi"e! traffic on uran roa!s li)e slo moinhan! an! animal !rien carts ric)shas cycles to/ three

heeler apart from the usual ehicular traffic resultin intotraffic ams3 9his causes loss of or)in time hich may ein the rane of 10 -15 per cent

$ 9here is consi!erale !isruption of traffic a!erselyaffectin the efficiency of the or)in parties inclu!inmachines !ue to conestion cause! y pe!estrian trafficlocal roa! si!e en!ers par)in of ehicles y the roa! si!eencroachments y the shop)eepers an! local shops homa)e use of the erms of the roa! in front of these shopsan! unauthorise! conersion of roa! erms into mini localmar)et 9he output of manpoer an! machines is

sustantially re!uce! !ue to factors mentione! aoe3

c$ Cost of liin in uran areas is comparatiely moreresultin into hiher aes3

!$ At times or) is e"ecute! !urin niht time !ue toheay traffic !urin !ay time3 9his inoles e"tra e"pen!iturey ay of ma)in arranement for lihtin an! specialtransport for or)in parties !ue to o!! hour

:n the liht of aoe the authorities enae! in preparinthe cost estimates may e"ercise their u!ment an! cater forthe a!!itional cost to the e"tent of 2 to % per cent )eepin inie the seerity of factors mentione! aoe3 +upportin!etails for the e"tra cost ase! on the actual con!itions inspecific cases ill hae to ie in ustification3

Su++est

i#e

/m!an3ment Construction ,it A*yas(ond as

a#ai*a!*e from coa* or *i+nite !urnin+ Terma* *ants as ,aste materia*.

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103


Ref. to

MoRTSpec.

Remar3s(nput ref.

Unit = cum


a) a!our

Mate !ay 031,0 15307 23,1 4-12

Ma!oor !ay '3000 177307 7032 4-1%

!) Macinery

hour ,3000 151,3%2 0732 P&M-02,

9ipper 109capacity flyash %,0 " 132 K '%2 tonnes tonne3)m '%2 " 4 23, 1157307

115371

(oer 0 P for sprea!in 200 cum/hour hour 1300 %1%532' 5,'%3'% P&M-01'

Motor Gra!er for ra!in 100 cum/hour hour %3,00 251300 0,3'0 P&M-0%2

<ater tan)er, 4 capacity hour 123000 11132' 1%%'3 P&M-0,0

8iratory ;oller -10 tonne 100 cum/hour hour %3,00 177300 ,'0'3'0 P&M-05

c) "#eread car+es $ 0.1 on %a&!) %%5537

d) ContractorBs profit $ 0.1 on %a&!&c) %,1357

Cost for %,0 cum K a@@c@! '0,0732'

Rate per cum ' %a&!&c&d)(980 11230

say 113.00

Note

Construction of eman)ment ith .lyash conformin to tale1 of :;CE +PE 5 - 2001 otaine! from coal or linite urninthermal poer stations as aste material sprea! an!compacte! in layer of 200mm thic)ness each at >MC all asspecifie! in :;CE +PE 5-2001 an! as per approe! plans3

y!raulic 6"caator 03 cum uc)et capacity ,0cum/hour

4ea! K1 )m& P&M-0'7

A!! 10 per cent of cost of carriaefor loa!in an!

unloa!in

13As flyash is aailale free of cost as aste material from9hermal Plants cost of material has not een a!!e!3

239he earth coer on si!es an! interme!iate layers of earthsan!ichin the flyash hae not een inclu!e! in thisanalysis3 9he same are re*uire! to e proi!e! as perapproe! !esin an! price! separately as eman)mentconstruction3

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Anal sis of Rate '*?C-'

103

C7T/R ? -

SU6?67S/SF 67S/S % N"N? 6TUMN"US) 7ND S"UD/RS


-.1 -01

7 *ant Mi Metod

Unit = cum

Taking output = ##5 cum %450 tonne&

a) a!our

Mate !ay 03'00 15307 7'30% 4-12

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

Ma!oor !ay 3000 177307 1'1,35, 4-1%

!) Macinery

<et mi" plant 75 tonne capacity per hour hour ,3000 2'5'300 1'72'300 P&M-0'

6lectric enerator 125 8A hour ,3000 2%07300 1%'2300 P&M-01

hour '3500 11132' 5 0035 P&M-0,0


9ipper 10 tonne tonne3)m '50 " 4 23, 120532

12035%

Motor Gra!er 110 P hour ,3000 251300 1511'300 P&M-0%2

8iratory roller -10 t hour ,3000 177300 10,7'300 P&M-05

c) Materia*

Close ra!e! Granular su-ase Material as per tale '00-1

Aor 4radin+? Materia*

5% mm to 35 mm 50 per cent cum 1''3000 7'5300 10720300 M-01%

35 mm to 23%, mm 20 per cent cum 573000 ,%035 %5'%357 M-017

23%, mm elo %0 per cent cum ,3'00 %%300 %%55320 M-020

Cost of ater 4 273000 1,7307 '5103' M-1

"R


2,35 mm to 35 mm %5 per cent cum 100300 00300 0,'0300 M-015

35 mm to 23%, mm 25 per cent cum 723000 ,%035 '5'023'1 M-017

23%, mm elo '0 per cent cum 1153200 %%300 '527%3,0 M-020

Cost of ater 4 273000 1,7307 '5103' M-1

"R


35 mm to '375 mm %5 per cent cum 100300 70'320 70%3', M-01,

'375 mm to 23%, mm 1235 per cent cum %,3000 '1300 17%1,300 M-01

23%, mm elo 5235 per cent cum 1513200 %%300 5'213,0 M-020

Cost of ater 4 273000 1,7307 '5103' M-1

-.17 %i) Rate per cum for +radin+? Materia*

d) "#eread car+es $ 0.1 on %a&!&c) 2',032,



Rate per cum ' %a&!&c&d&e)(22 1%2737

say 13#8.00

-.17 %ii) Rate per cum for +radin+? Materia*

d) "#eread car+es $ 0.1 on %a&!&c) 2'10%3

e) ContractorBs profit $ 0.1 on %a&!&c&d) 2,51'3%

Cost for 225 cum K a@@c@!@e 21,5317

Rate per cum ' %a&!&c&d&e)(22 12,32,

say 1#"6.00

-.17 %iii) Rate per cum for +radin+? Materia*

d) "#eread car+es $ 0.1 on %a&!&c) 217''3'

e) ContractorBs profit $ 0.1 on %a&!&c&d) 2%13%Cost for 225 cum K a@@c@!@e 2,%1032

Rate per cum ' %a&!&c&d&e)(22 11,3%7

say 116".00

Ref. toMoRT

Spec.

Remar3s(

nput ref.

4ranu*ar Su!?6ase ,it C*ose 4raded Materia* %Ta!*e@?-00?1)

Construction of ranular su-ase y proi!in close ra!e!Material mi"in in a mechanical mi" plant at >MC carriae ofmi"e! Material to or) site sprea!in in uniform layers ithmotor ra!er on prepare! surface an! compactin ithiratory poer roller to achiee the !esire! !ensity completeas per clause '01

<ater tan)er , 4 capacity 5 )m lea! ith one tripperhour

4ea! K1 )m &P&M-0'7

A!! 10 per cent of cost of carriae to coer loa!in an!unloa!in

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104

Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRTSpec.

Remar3s(nput ref.

Note

-.1 6 6y Mi in *ace Metod

Unit = cum


a) a!our

Mate !ay 03'0 15307 3% 4-12

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

Ma!oor uns)ille! !ay 103000 177307 1770370 4-1%

!) Macinery

Motor Gra!er 110 P 50 cum hour ,3000 251300 1511'300 P&M-0%2

8iratory roller -10 tonne hour ,3000 177300 10,7'300 P&M-05

9ractor - ;otaator hour 123000 2273 27%'35, P&M-05'

<ater tan)er , 4 capacity hour %3000 11132' %%%372 P&M-0,0

c) Materia*Close ra!e! Granular su-ase Material as per tale '00-1


5% mm to 35 mm 50 per cent cum 123000 7'5300 1'%0'0300 M-01%

35 mm to 23%, mm 20 per cent cum 7,3000 ,%035 '72'37, M-017

23%, mm elo %0 per cent cum 1153200 %%300 '527%3,0 M-020

Cost of ater 4 13000 1,7307 %00732% M-1

"R


2,35 mm to 35 mm %5 per cent cum 1%'3'00 00300 107520300 M-015

35 mm to 23%, mm 25 per cent cum ,3000 ,%035 ,05%,35' M-017

23%, mm elo '0 per cent cum 15%3,00 %%300 ,0%,'30 M-020

Cost of ater 4 13000 1,7307 %00732% M-1

"R


35 mm to '375 mm %5 per cent cum 1%'3'00 70'320 ',''3,1 M-01,

'375 mm to 23%, mm 1235 per cent cum '3000 '1300 2%0300 M-01

23%, mm elo 5235 per cent cum 2013,00 %%300 72230 M-020

Cost of ater 4 13000 1,7307 %00732% M-1


d) "#eread car+es $ 0.1 on %a&!&c) 270%735'


Cost for %00 cum K a@@c@!@e %2715'322

Rate per cum ' %a&!&c&d&e)(900 100351

say 10"1.00


d) "#eread car+es $ 0.1 on %a&!&c) 2,2553'


Cost for %00 cum K a@@c@!@e %17,53,2


say 105".00



e) ContractorBs profit $ 0.1 on %a&!&c&d) 25'203%

Cost for %00 cum K a@@c@!@e 27,2311

Rate per cum ' %a&!&c&d&e)(900 %2310

say "3#.00

Note

-.2 -01

Any one of the ra!in for material may e a!opte! as per!esin

Construction of ranular su-ase y proi!in close ra!e!material sprea!in in uniform layers ith motor ra!er onprepare! surface mi"in y mi" in place metho! ith rotaatorat >MC an! compactin ith iratory roller to achiee the

!esire! !ensity complete as per clause '01


4ranu*ar Su!?6ase ,it Coarse 4raded Materia* %Ta!*e@?-00? 2)

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105


Remar3s(nput ref.

Unit = cum


a) a!our

Mate !ay 03'00 15307 7'30% 4-12

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

Ma!oor !ay 3000 177307 1'1,35, 4-1%

!) Macinery

Mortar Gra!er 110 P 50 cum per hour hour ,3000 251300 1511'300 P&M-0%2

8iratory roller -10 tonne hour ,3000 177300 10,7'300 P&M-05


c) Materia*

Aor +radin+? Materia*

5% mm to 2,35 mm %5 per cent cum 1%'3'00 ,,235' 0'531 M-022,35 mm to '375 mm '5 per cent cum 172300 71131% 122%3'' M-02,

23%, mm elo 20 per cent #Coarse +an!$ cum 7,300 2%300 1%55320 M-022

Cost of ater 4 13000 1,7307 %00732% M-1

"R


2,35 mm to '375 mm 75 per cent cum 23000 71131% 20'0537% M-02,

23%, mm elo 25 per cent cum ,3000 2%300 22''300 M-022

Cost of ater 4 13000 1,7307 %00732% M-1

"R


35 mm to '375 mm ,, per cent cum 2553000 7'%30 1',3% M-025

23%, mm elo %' per cent cum 123000 2%300 %0%1300 M-022

Cost of ater 4 13000 1,7307 %00732% M-1


d) "#eread car+es $ 0.1 on %a&!&c) 2,1%131

e) ContractorBs profit $ 0.1 on %a&!&c&d) 27''3

Cost for %00 cum K a@@c@!@e %1,1'3,

Rate per cum ' %a&!&c&d&e)(900 105%3

say 1054.00


d) "#eread car+es $ 0.1 on %a&!&c) 2573%2

e) ContractorBs profit $ 0.1 on %a&!&c&d) 2',,31,

Cost for %00 cum K a@@c@!@e %1%12737%

Rate per cum ' %a&!&c&d&e)(900 10'%37,

say 1044.00



e) ContractorBs profit $ 0.1 on %a&!&c&d) 27,'3,,

Cost for %00 cum K a@@c@!@e %0'1%5325

Rate per cum ' %a&!&c&d&e)(900 101%37

say 1014.00

Note

-.9 -02 ime Sta!i*isation for mpro#in+ Su!?+rade

Unit = cum

Taking output = 300 cum %5#5 tonne&

Construction of ranular su-ase y proi!in coarse ra!e!material sprea!in in uniform layers ith motor ra!er onprepare! surface mi"in y mi" in place metho! ith rotaatorat >MC an! compactin ith iratory roller to achiee the!esire! !ensity complete as per clause '013

.or coarse ra!e! Granular su-ase Materials per tale '00-2


4ayin an! sprea!in aailale soil in the su-ra!e on a

prepare! surface pulerisin mi"in the sprea! soil in place ith rotaator ith % per cent sla)e! lime hain minimumcontent of 70 per cent of Ca> ra!in ith motor ra!er an!compactin ith the roa! roller at >MC to the !esire! !ensityto form a layer of improe! su ra!e

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106


Remar3s(nput ref.

7 6y Mecanica* Means

a) a!our

Mate !ay 03%,0 15307 ,,3,% 4-12

+)ille! ma!oor for alinment an! eometrics !ay 13000 20,3 20,3 4-15

Ma!oor for sprayin lime !ay 3000 177307 1'1,35, 4-1%

!) Macinery

hour 12 3000 25312 %'213'' P&M-055

Motor Gra!er 110 P 50 cum per hour hour ,3000 251300 1511'300 P&M-0%2

8iratory roller - 10 tonne capacity hour ,300"03,5 177300 ,%310 P&M-05

<ater tan)er , 4 capacity hour 123000 11132' 1%%'3 P&M-0,0

c) Materia*

4ime at site tonne 153750 ''273%1 ,7%0310 M-1

Cost of ater 4 723000 1,7307 120231 M-1


e) ContractorBs profit $ 0.1 on %a&!&c&d) 12123%'

Cost for %00 cumK a@@c@!@e 1%%'11370

Rate per cum '% a&!&c&d&e)(900 '''371

say 445.00

Note

-.9 6 6y Manua* Means

Unit = cum

Taking output = 150 cum %#63 tonnes&

a) a!our

Mate !ay 13''0 15307 2,,350 4-12

Ma!oor s)ille! !ay 13000 20,3 20,3 4-15

Ma!oor !ay %53000 177307 ,173'5 4-1% !) Macinery

8iratory roller - 10 tonne ,0 cum per hour hour 23500 177300 '''7350 P&M-05

<ater tan)er , 4 capacity hour ,3000 11132' ,,73'' P&M-0,0

c) Materia*

4ime at site tonne 3000 ''273%1 %5'13', M-1

Cost of ater 4 %,3000 1,7307 ,01'3', M-1



Cost for 150 cumK a@@c@!@e ,'%'375

Rate per cum '% a&!&c&d&e)(10 '23%0

say 4#".00

-.- -02 ime Treated Soi* for Su!? 6ase

Unit = cum

Taking output = 300 cum %5#5 tonnes&

a) a!our

Mate !ay 03'0 15307 3% 4-12

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

Ma!oor !ay 103000 177307 1770370 4-1%

!) Macinery6"caator 030 cum uc)et capacity hour ,3000 151,3%2 0732 P&M-02,

9ipper for carriae of soil tonne3)m 525 " 4 23, 1'0,31,

1'03,2


9ractor ith ripper an! rotaator attachments ,0 cumper hour for rippin an! 25 cum per hour for mi"in

9houh iratory roller is re*uire! only for % hours as pernorms ut the same has to e aailale at site for , hours asother machines for sprea!in an! mi"in ill ta)e , hours3 9heusae rates of roller hae een multiplie! ith a factor of 03,53

Proi!in layin an! sprea!in soil on a prepare! su ra!epulerisin mi"in the sprea! soil in place ith rotaator ith% per cent sla)e! lime ith minimum content of 70 per centof Ca> ra!in ith motor ra!er an! compactin ith theroa! roller at >MC to achiee at least per cent of the ma"!ry !ensity to form a layer of su ase3

4ea! K1 )m &P&M-0'7

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107


Remar3s(nput ref.

8iratory roller - 10 tonne hour ,3000 177300 10,7'300 P&M-05

9ractor ith ;otaato r an! la!e 25 cum pe r hou r hour 123000 2273 27%'35, P&M-05'


c) Materia*

4ime at site tonne 153750 ''273%1 ,7%0310 M-1

Cost of ater 4 723000 1,7307 120231 M-1

d) "#eread car+es $ 0.1 on %a&!&c) 12'5%3'7e) ContractorBs profit $ 0.1 on %a&!&c&d) 1%,31

Cost for %00 cum K a@@c@!@e 150,,3'

Rate per cum' %a&!&c&d&e)(900 50232

say 50#.00

-. -09 Cement Treated Soi* Su! 6ase( 6ase

Unit = cum

Taking output = 300 cum %5#5 tonnes&

Aor - per cent quantity of cement !y ,ei+t of soi*

a) a!our

Mate !ay 03'0 15307 3% 4-12

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

Ma!oor !ay 103000 177307 1770370 4-1%

!) Macinery

6"caator 030 cum uc)et capacity hour ,3000 151,3%2 0732 P&M-02,

9ipper for carriae of soil tonne3)m 525 " 4 23, 1'0,31,

1'03,2





c) Materia*

Cement at site # ' per cent of 525 tonne$ tonne 213000 573'7 1215735 M-01

Cost of ater 4 723000 1,7307 120231 M-1

d) "#eread car+es $ 0.1 on %a&!&c) 17,%3%5


Cost for %00 cum K a@@c@!@e 21%'2'305

Rate per cum' %a&!&c&d&e)(900 7113'1

say 711.00

-.8 -09

Unit = cum

Taking output = 300 cum %600 tonnes&

a) a!our

Mate !ay 03'0 15307 3% 4-12

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

Ma!oor !ay 103000 177307 1770370 4-1%

!) Macinery




Proi!in layin an! sprea!in soil on a prepare! su ra!epulerisin a!!in the !esine! *uantity of cement to thesprea! soil mi"in in place ith rotaator ra!in ith themotor ra!er an! compactin ith the roa! roller at >MC toachiee the !esire! unconfine! compressie strenth an! toform a layer of su-ase/ase3

4ea! K1 )m &P&M-0'7


Cement Treated Crused Roc3 or com!ination as perc*ause -09.2 and ta!*e -00.-in Su! !ase( 6ase

Proi!in layin an! sprea!in Material on a prepare! sura!e a!!in the !esine! *uantity of cement to the sprea!Material mi"in in place ith rotaator ra!in ith the motorra!er an! compactin ith the roa! roller at >MC to achieethe !esire! unconfine! compressie strenth an! to form alayer of su-ase/ase3

Quantity of cement assumed as - per cent of quantity ofcrused roc3 !y ,ei+t.

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109


Ref. to

MoRTSpec.

Remar3s(nput ref.

Unit = cum


a) a!our

Mate !ay 0320 15307 17032, 4-12

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

Ma!oor !ay 213000 177307 %713'7 4-1%

!) Macinery

Motor Gra!er 110 P hour ,3000 251300 1511'300 P&M-0%2

8iratory roller -10 tonnes ,0 cum per hour hour ,3000 177300 10,7'300 P&M-05

<ater tan)er , 4 capacity hour 13000 11132' 20023%2 P&M-0,0

c) Materia*

+creenin type JBJ or coarse san! cum 7203000 20%375 1',70%31, M-00'

Cost of ater 4 103000 1,7307 10'%3%7 M-1

d) "#eread car+es $ 0.1 on %a&!&c) 1,%3,

e) ContractorBs profit $ 0.1 on %a&!&c&d) 21,523%5

Cost for ,00 cum K a@@c@!@e 2%17537

Rate per cum ' % a&!&c&d&e)(800 %,3,

say 3"7.00

-.< -0- Hater 6ound Macadam

7 6y Manua* Means

Unit = cumTaking output = 360 cum

a) a!our

Mate !ay 10300 15307 1,5351 4-12

Ma!oor s)i lle! !ay 23000 20,3 '1%3 4-15

Ma!oor !ay 2503000 177307 ''2,7350 4-1%

!) Macinery

8iratory roller - 10 tonne ,0cum per hour hour ,3000 177300 10,7'300 P&M-05

or

+mooth % heele! steel roller %0cum/hour hour 123000

<ater tan)er , 4 capacity hour 2'3000 11132' 2,,37, P&M-0,0

c) Materia* % Refer ta!*e -00 ? =F > G < )-.<7 %i) 4radin+?

7++re+ate

cum '%53,00 ',53%7 20271'3' M-0%

Stone Screenin+

cum 73200 ,2'300 ,0,5230 M-0'2

"R

cum 103000 113,' 12213%5 M-007

6indin+ materia*cum 2300 113,' %''53, M-007

Cost of ater 4 1''3000 1,7307 2'05732 M-1

-.<7 %i) %a) Usin+ Screenin+ Crusa!*e type suc as Moorum or 4ra#e*d) "#eread car+es $ 0.1 on %a&!&c) 253''

Construction of inerte! cho)e y proi!in layin sprea!inan! compactin screenin B type/ coarse san! of specifie!ra!e in uniform layer on a prepare! surface ith motor ra!eran! compactin ith poer roller etc

Proi!in layin sprea!in an! compactin stone areatesof specific sies to ater oun! maca!am specificationinclu!in sprea!in in uniform thic)ness han! pac)in rollin

ith % heele! steel/ iratory roller -10 tonnes in staes toproper ra!e an! camer applyin an! roomin re*uisitetype of screenin/ in!in Materials to fill up the interstices ofcoarse areate aterin an! compactin to the re*uire!!ensity3

Gra!in-: 0 mm to '5 mm 1321cum per 10 s*m forcompacte! thic)ness of 100 mm

9ype A 1%32 mm for +radin+? 0327 cum per 10 s*m

Crushale type such as Moorum or Grael for+radin+? 03%0 cum per 10 s*m

Bin!in Material 030cum per 10 s*m for ra!in :material

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110


Remar3s(nput ref.

e) ContractorBs profit $ 0.1 on %a&!&c&d) %25'32

Cost for %,0 cum K a@@c@!@e %,2'731%

Rate per cum ' %a&!&c&d&e)(980 100,3'

say 1007.00

"R

-.<7 %i) %!) Usin+ Screenin+ Type?7 %19.2mm a++.) ,it !indin+ materia*

d) "#eread car+es $ 0.1 on %a&!&c) %507,315e) ContractorBs profit $ 0.1 on %a&!&c&d) %5%377

Cost for %,0 cum K a@@c@!@e '2''213'7

Rate per cum ' %a&!&c&d&e)(980 11735

say 117".00

-.<7 %ii) 4radin+?7++re+ate

cum '%53,00 5%231 2%21%,35 M-0% / M-0%,

Stone Screenin+

9ype A 1%32 mm for ra!in-:: 0312 cum per 10 s*m cum 573,00 ,2'300 %5'23'0 M-0'2

"R

cum 105350 113,' 12,%%301 M-007

"R

9ype B1132 mm for ra!in-::: 0320 cum per 10 s*m cum ,3010 50%300 '2%30% M-0'1

6indin+ materia*

cum 2300 113,' %''53, M-007

Cost of ater 4 1''3000 1,7307 2'05732 M-1

-.<7 %ii) %a) Usin+ Screenin+ Crusa!*e type suc as Moorum or 4ra#e*d) "#eread car+es $ 0.1 on %a&!&c) %27132

e) ContractorBs profit $ 0.1 on %a&!&c&d) %,15300

Cost for %,0 cum K a@@c@!@e %77'3

Rate per cum ' %a&!&c&d&e)(980 110'3,

say 1105.00

"R

-.<7 %ii) %!) Usin+ Screenin+ Type?7 %19.2mm a++.) ,it !indin+ materia*d) "#eread car+es $ 0.1 on %a&!&c) %55'73%%


Cost for %,0 cum K a@@c@!@e '%01223,%

Rate per cum ' %a&!&c&d&e)(980 11'37

say 11"5.00

-.<7 %ii) %c) Usin+ Screenin+ Type?6 %11.2mm a++.) ,it !indin+ materia*d) "#eread car+es $ 0.1 on %a&!&c) %,723%

e) ContractorBs profit $ 0.1 on %a&!&c&d) '0',03,%Cost for %,0 cum K a@@c@!@e ''50,,30

Rate per cum ' %a&!&c&d&e)(980 12%,3%0

say 1#36.00

-.<7 %iii) 4radin+?7++re+ate

cum '%53,00 552321 2'05'231 M-0%,

Stone Screenin+

9ype B 1132 mm for ra!in-::: 031 cum per 10 s*m cum ,3'00 50%300 '%'5320 M-0'1

"R

cum 105350 113,' 12,%%301 M-007

6indin+ materia*

Gra!in-:: ,% mm to '5 mm /Gra!in-::: 5% mm to 223'mm 031 cum per 10 s*m for compacte! thic)ness of75 mm

Crushale type such as Moorum or Grael for +radin+ G 0322 cum per 10 s*m

Bin!in Material 030,cum per 10 s*m for ra!in ::material

Gra!in-::: 5% mm to 223' mm 031 cum per 10 s*mfor compacte! thic)ness of 75 mm

Crushale type such as Moorum or Grael for ra!in ::&::: 0322 cum per 10 s*m

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112


Remar3s(nput ref.

-.<6 %i) %a) Usin+ Screenin+ Crusa!*e type suc as Moorum or 4ra#e*d) "#eread car+es $ 0.1 on %a&!&c) 27'%7301


Cost for %,0 cum K a@@c@!@e %%1731


say "##.00

"R

-.<6 %i) %!) Usin+ Screenin+ Type?7 %19.2mm a++.) ,it !indin+ materia*d) "#eread car+es $ 0.1 on %a&!&c) %255'372


Cost for %,0 cum K a@@c@!@e %%1231,

Rate per cum ' %a&!&c&d&e)(980 10'320

say 10"4.00

-.<6 %ii) 4radin+?7++re+ate

cum '%53,00 5%231 2%21%,35 M-0% / M-0%,

Stone Screenin+9ype A 1%32 mm for ra!in-:: 0312 cum per 10 s*m cum 573,00 ,2'300 %5'23'0 M-0'2

"R

cum 105350 113,' 12,%%301 M-007

"R

9ype B 1132 mm for ra!in-::: 0320 cum per 10 s*m cum ,3010 50%300 '2%30% M-0'1

6indin+ materia*

cum 2300 113,' %''53, M-007

Cost of ater 4 1''3000 1,7307 2'05732 M-1

-.<6 %ii) %a) Usin+ Screenin+ Crusa!*e type suc as Moorum or 4ra#e*

d) "#eread car+es $ 0.1 on %a&!&c) %0%503%

e) ContractorBs profit $ 0.1 on %a&!&c&d) %%%53'2

Cost for %,0 cum K a@@c@!@e %,72%3,7

Rate per cum ' %a&!&c&d&e)(980 1020311

say 10#0.00

"R

-.<6 %ii) %!) Usin+ Screenin+ Type?7 %19.2mm a++.) ,it !indin+ materia*

d) "#eread car+es $ 0.1 on %a&!&c) %%0253

e) ContractorBs profit $ 0.1 on %a&!&c&d) %,%23'

Cost for %,0 cum K a@@c@!@e %,1%3%2

Rate per cum ' %a&!&c&d&e)(980 111030'

say 1110.00

-.<6 %ii) %c) Usin+ Screenin+ Type?6 %11.2mm a++.) ,it !indin+ materia*

d) "#eread car+es $ 0.1 on %a&!&c) %'2,03,

e) ContractorBs profit $ 0.1 on %a&!&c&d) %7,7305

Cost for %,0 cum K a@@c@!@e '1'55735

Rate per cum ' %a&!&c&d&e)(980 1151355

say 115#.00

-.<6 %iii) 4radin+?7++re+ate

cum '%53,00 552321 2'05'231 M-0%,

Stone Screenin+

9ype B 1132 mm for ra!in-::: 031 cum per 10 s*m cum ,3'00 50%300 '%'5320 M-0'1

"R

cum 105350 113,' 12,%%301 M-007

Gra!in-:: ,% mm to '5 mm /Gra!in-::: 5% mm to 223'mm 031 cum per 10 s*m for compacte! thic)ness of75 mm

Crushale type such as Moorum or Grael for +radin+ G 0322 cum per 10 s*m


Gra!in-::: 5% mm to 223' mm 031 cum per 10 s*mfor compacte! thic)ness of 75 mm

Crushale type such as Moorum or Grael for ra!in ::&::: 0322 cum per 10 s*m

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113


Ref. to

MoRTSpec.

Remar3s(

nput ref.

6indin+ materia*

cum 2300 113,' %''53, M-007

Cost of ater 4 1''3000 1,7307 2'05732 M-1

-.<6 %iii) %a) Usin+ Screenin+ Crusa!*e type suc as Moorum or 4ra#e*

d) "#eread car+es $ 0.1 on %a&!&c) %111302

e) ContractorBs profit $ 0.1 on %a&!&c&d) %'%10312

Cost for %,0 cum K a@@c@!@e %77'113%1

Rate per cum ' %a&!&c&d&e)(980 10'3%,

say 1048.00

"R

-.<6 %iii) %!) Usin+ Screenin+ Type?6 %11.2mm a++.) ,it !indin+ materia*

d) "#eread car+es $ 0.1 on %a&!&c) %',1321

e) ContractorBs profit $ 0.1 on %a&!&c&d) %0030%

Cost for %,0 cum K a@@c@!@e '1032

Rate per cum ' %a&!&c&d&e)(980 11,%35,

say 1164.00Note

-.10 -0 Crused Cement Concrete Su!?!ase ( 6ase

Unit = cum

Taking output =360 cum

a) a!our

Mate !ay '31,0 15307 7,3 4-12

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

!ay 1023000 177307 10,131' 4-1%

!) Macinery

Motor Gra!er110 P 50 cum/hr3 hour ,3000 251300 1511'300 P&M-0%2

8iratory roller - 10 tonne ,0 cum per hour hour ,3000 177300 10,7'300 P&M-05

or

+mooth % heele! steel roller %0cum/hr3 hour 123000


9ipper 10 tonne capacity tonne3)m 720 " 4 23, 123'5

123'

hour 123000 11132' 1%%'3 P&M-0,0

c) Materia*

Cost of ater 4 723000 1,7307 120231 M-1

d) "#eread car+es $ 0.1 on %a&!&c) ,7,'3,1

e) ContractorBs profit $ 0.1 on %a&!&c&d) 7''1307

Cost for %,0 cum K a@@c@!@e 15137

Rate per cum ' %a&!&c&d&e)(980 2273%7

say ##7.00it< Vi=ratry R//er ##7.00

it< St< 3 F<ee/e: Stee/ R//er #18.00


As three heele! smooth rollers are also ery commonlyuse! the same has een proi!e! as an alternatie3

Brea)in an! crushin of material otaine! y rea)in!amae! cement concrete slas to sie rane not e"cee!in75 mm as specifie! in tale '0037 transportin the areatesotaine! from rea)in of cement concrete slas at a lea! of 4)m3 layin an! compactin the same as su ase/ asecourse constructe! as <BM to clause '0' e"cept the use ofscreenin or in!in Material3

Ma!oor for crushin ro)en cement concretepaement/slas into areate

4ea! K1 )m &P&M-0'7


<ater tan)er , 4 capacity ith 5 )m lea! 1 trip perhour

Material aailale from !ismantle! concrete sla after crushin/ rea)in an! only carriae is re*uire! to e proi!e!

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114


Remar3s(nput ref.

Note

-.11 -0.2

Unit = s$m


a) a!our

Mate !ay 035,0 15307 10%3,' 4-12Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

Ma!oor !ay 123000 177307 212'3' 4-1%

!) Macinery

Mechanical room hy!raulic 1250 s*m per hour hour ,3000 ',5300 270300 P&M-0%1

y!raulic self propelle! chips sprea!er hour ,3000 2'2%352 1'5'1312 P&M-025


9ipper 10 tonne capacity hour ,3000 7%300 52%300 P&M-0'

8iratory roller -10 tonnes %0 cum per hour hour ,300"03,5 177300 ,%310 P&M-05

Bitumen pressure !istriutor 1750 s*m per hour hour '320 ,30' '220325 P&M-00'

c) Materia*

Crushe! stone areate 1132 mm sie cum 73500 ,553,0 ,%2132 M-051

Bitumen #,0-70 ra!e$ tonne 03250 522,311 1%0,732 M-07'd) "#eread car+es $ 0.1 on %a&!&c) 120'3,5

e) ContractorBs profit $ 0.1 on %a&!&c&d) 1%25%351

Cost for 7500 s*m K a@@c@!@e 1'573,,

Rate per sqm ' %a&!&c&d&e)(=00 13''

say 1".40

Note

-.12 -08 Het Mi Macadam

Unit = cum

Taking output = ##5 cum %4"5 tonnes&

a) a!our

Mate !ay 03'0 15307 3% 4-12

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

Ma!oor !ay 103000 177307 1770370 4-1%

!) Macinery

<et mi" plant of 75 tonne hourly capacity hour ,3,00 2'5'300 1,1,3'0 P&M-0'


.ront en! loa!er 1 cum capacity hour ,3000 11300 712300 P&M-017

Paer finisher hour ,3000 1'20300 520300 P&M-0%5

8iratory roller - 10 tonne hour ,"03,5 177300 ,%310 P&M-05

or

+mooth % heele! steel roller -10 tonnes3 hour 123000

13 :t is assume! that !ismantlin of concrete sla/paementhas een consi!ere! separately3 ence same is not a!!e! inthis analysis3 >nly laour for crushin the !ismantle! sla intoareate has een a!!e!3 Carriae from stoc) pile to or)site has een proi!e! ith a lea! of 4 )m3

23 :n case of rea)in of slas is !one locally ithoutinolement of transportation the proision of tipper front en!

loa!er an! loa!in/unloa!in chares may e !elete!3%3 As three heele! smooth steel rollers are commonly in usethe same has een proi!e! as an alternatie3

enetration Coat "#er Top ayer of Crused CementConcrete 6ase

+prayin of itumen oer cleane! !ry surface of crushe!cement concrete ase at the rate of 25 ) per 10 s*m y aitumen pressure !istriutor sprea!in of )ey areates atthe rate of 031% cum per 10 s*m y a mechanical ritter an!rollin the surface as per clause 50,3%3

9houh iratory roller is re*uire! only for % hours as pernorms the same is re*uire! to e aailale at site for , hoursto match ith other machines3 9he usae rates of iratoryroller may e multiplie! ith a factor of 03,53

Proi!in layin sprea!in an! compactin ra!e! stoneareate to et mi" maca!am specification inclu!in

premi"in the Material ith ater at >MC in mechanical mi"plant carriae of mi"e! Material y tipper to site layin inuniform layers ith paer in su- ase / ase course on ellprepare! surface an! compactin ith iratory roller toachiee the !esire! !ensity3

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115


Remar3s(nput ref.


9ipper tonne3)m '5 " 4 23, 1%2531

1%235

c) Materia* % Ta!*e -00?11)

'5 mm to 223' mm %0 per cent cum 3100 72%300 ,''13%0 M-0%'

223' mm to 23%, mm '0 per cent cum 11300 7'3', '%13%7 M-0%1

23%, mm to 75 micron %0 per cent cum 3100 2%300 212'30 M-022

Cost of ater 4 13000 1,7307 %00732% M-1


e) ContractorBs profit $ 0.1 on %a&!&c&d) 2,%77322

Cost for 225 cum K a@@c@!@e 201'3''


say 1#"0.00

Note

-.19 -0=

Unit = cum

Taking output =#1 cum

a) a!our

Mate !ay 032'0 15307 ''3'2 4-12Ma!oor !ay ,3000 177307 10,23'2 4-1%

!) Macinery

<ater tan)er , 4 ith 5 )m lea! an! 1 trip per hour hour 13000 11132' 11132' P&M-0,0

Plate compactor %35 cum per hour hour ,3000 1'23 5735 P&M-0,

c) Materia*

Cost of ater 4 ,3000 1,7307 10023'1 M-1

d) "#eread car+es $ 0.1 on %a&!&c) %073'

e) ContractorBs profit $ 0.1 on %a&!&c&d) %%3,%

Cost for 21 cum K a@@c@!@e %72'31

Rate per cum ' %a&!&c&d&e)(21 1773%

say 177.00

Note

-.1- -0=

Unit = cum


a) a!ourMate !ay 031,0 15307 23,1 4-12

Ma!oor !ay '3000 177307 7032 4-1%

!) Macinery

<ater tan)er ith 5 )m lea! hour 13000 11132' 11132' P&M-0,0

Plate Compactor %35 cum per hour hour ,3000 1'23 5735 P&M-0,

4ea! K1 )m &P&M-0'7


13 9houh iratory roller is re*uire! only for % hours as pernorms the same is re*uire! to e aailale at site for , hoursto match ith other machines3 9he usae rates of iratoryroller may e multiplie! ith a factor of 03,5

23 As three heele! smooth steel rollers are commonly in usethe same has een proi!e! as an alternatie hich can euse! if the thic)ness of in!ii!ual layer !oes not e"cee! 100mm3

Construction of Median and s*and ,it Soi* Ta3en fromRoad,ay Cuttin+

Construction of Me!ian an! :slan! aoe roa! leel ithapproe! material !eposite! at site from roa!ay cuttin an!e"caation for !rain an! foun!ation of other structuressprea! ra!e! an! compacte! as per clause '07

9his analysis proi!es for me!ian an! islan! ith earthen top3:n case the surface is re*uire! to e turfe! or plante! ithshrus the same is re*uire! to e proi!e! separately as peranalysis ien in the chapter on horticulture3 :n case ranularfill is re*uire! to e pae! *uantities of pain are re*uire! toe calculate! as per approe! !esin an! pai! separately3

Construction of Median and s*and ,it Soi* Ta3en from6orro, 7reas

Construction of me!ian an! :slan! aoe roa! leel ithapproe! material rouht from orro pits sprea! slope!an! compacte! as per clause '07

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116


Remar3s(nput ref.

hour 03500 151,3%2 7531, P&M-02,

9ipper 10 tonne capacity tonne3)m 5235 " 4 23, 1'03,2

1'30,

c$ Material

Cost of ater 4 ,3000 1,7307 10023'1 M-1d) "#eread car+es $ 0.1 on %a&!&c) %,232%

e) ContractorBs profit $ 0.1 on %a&!&c&d) %3',

Cost for 21 cum K a@@c@!@e '%%302

Rate per cum ' %a&!&c&d&e)( 21 20372

say #0".00

Note

-.1 Construction of Sou*ders

7. /arten Sou*ders

6. ard Sou*ders

C. a#ed sou*ders

-.18 -0< Aootpats and Separators

Unit = s$m


a) a!our

Mate !ay 13%,0 15307 251370 4-12

Mason !ay '3000 2%'32 %731, 4-11

Ma!oor !ay %03000 177307 5%12310 4-1%

!) Macinery

8iratory roa! roller -10 tonnes ,0 cum per hour hour 03750 177300 1%%'325 P&M-05

<ater tan)er , 4 capacity 1 trip per hour hour 23000 11132' 2223' P&M-0,0

Concrete mi"er 03'/032 cum per hour hour ,3000 2113, 127030 P&M-00

c) Materia*

i) Aor 4ranu*ar su! !ase materia*

5% mm to 2,35 mm %5 per cent cum 20370 ,,235' 1%77'32 M-02

2,35 mm to '375 mm '5 per cent cum 2,37%0 71131% 10035% M-02,

23%, mm elo 20 per cent cum 1130 2%300 2%3%2 M-022

ii) Aor cement concrete +rade M1=. cum

Areate 12 mm crushe! 03 cum of concrete cum ,3750 75,300 510%300 M-052

+an! 03'5 cum/cum of concrete cum %3%0 20%375 ,3, M-005

Cement tonne 130 573'7 10'321 M-01

iii) Aor cement p*aster 1@9

+an! cum %3'0 20%375 723'2 M-005

Cement tonne 13%0 573'7 105'37' M-01

i#) re?cast cement concrete ti*es

9iles sie %00 " %00 mm an! 25 mm thic) each %%003000 2%31 7,',3%, M-1'

#) RCC pipes

Pipes 200 mm !ia235 m lon for !rainae metre 223500 12'3,5 20'352 M-1%7

i$ Cost of ater 4 123000 1,7307 200'32 M-1

d) "#eread car+es $ 0.1 on %a&!&c) 15'%037

y!raulic 6"caator130 cum uc)et capacity ,0 cumper hour

4ea! K1 )m &P&M-0'7

A!! 10 per cent of cost of transportation to coer costof loa!in an! unloa!in

9his analysis proi!es for me!ian an! islan! ith earthen top3:n case the surface is re*uire! to e turfe! or plante! ithshrus the same is re*uire! to e proi!e! separately as peranalysis ien in the chapter on horticulture3 :n case surfacefinish is of har! type the same may e proi!e! separately asper approe! !esin3

9he rate as applicale for su-ra!e construction may ea!opte!3

;ate as applicale for su-ase an! or ase may e a!opte!as per approe! !esin3

9he rate may e a!opte! as applicale for !ifferent layers ofpaement !epen!in upon approe! !esin of pae!shoul!ers3

Construction of footpath/separator y proi!in a 150 mmcompacte! ranular su ase as per clause '01 an! 25 mmthic) cement concrete ra!e M15 oer lai! ith pre-cast

concrete tiles in cement mortar 1E% inclu!in proision of all!rainae arranements ut e"clu!in )er channel33

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117


Remar3s(nput ref.


Cost for %00 s*m K a@@c@!@e 1,71%3'

Rate per sqm ' %a&!&c&d&e)(900 ,223%

say 6##.00

-.1= -10 Cruser Run Macadam 6ase

Unit = cum


7 6y Mi in *ace Metod

a) a!our

Mate !ay 03'0 15307 3% 4-12

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

Ma!oor !ay 103000 177307 1770370 4-1%

!) Macinery

9ractor attache! ith rotaator 25 cum per hour hour 123000 2273 27%'35, P&M-05'

Motor ra!er 110 P hour ,3000 251300 1511'300 P&M-0%2

8iratory roller -10 tonnes ,0 cum per hour hour ,3000 177300 10,7'300 P&M-05

<ater tan)er , 4 capacity hour ,3000 11132' ,,73'' P&M-0,0

c) Materia*

Areate at site

i) Aor 9 mm maimum si:e

,% mm to '5 mm %% per cent cum 1573',0 5%231 %123%7 M-0%

2235 mm to 53, mm %2 per cent cum 15130,0 7,,3, 1151,3' M-0%2

Belo 53, mm %5 per cent cum 1,,3,0 217300 %,1,35, M-0%0

Cost of ater 4 %,3000 1,7307 ,01'3', M-1

"r

ii) Aor - mm maimum si:e

'5 mm to 2235 mm 5 per cent cum 2'3120 72%300 17'%37, M-0%'

223' mm to 53, mm 50 per cent cum 2%73,00 7,,3, 121,,302 M-0%2

Belo 53, mm '5 per cent cum 21%3'0 217300 ',%2531, M-0%0

Cost of ater 4 %,3000 1,7307 ,01'3', M-1

-.1=7 %i) Aor 9 mm maimum si:e

d) "#eread car+es $ 0.1 on %a&!&c) 27%%73,'


Cost for %,030cum K a@@c@!@e %%0753'%


or say "1".00

-.1=7 %ii) Aor - mm maimum si:e

d) "#eread car+es $ 0.1 on %a&!&c) 2%'037


Cost for %,030cum K a@@c@!@e %'22%357

Rate per cum ' %a&!&c&d&e)(980 52357

say "53.00

Note Any one of the areate ra!in may e a!opte!

-.1= 6 6y Miin+ *ant @

Unit = cum

Taking output = ##5 cum %450 tonnes&

a) a!our

Mate !ay 0320 15307 5132 4-12

Ma!oor s)ille! !ay 13000 20,3 20,3 4-15

Ma!oor !ay ,3000 177307 10,2 3'2 4-1%

!) Macinery<et mi" plant 75 tonne per hour hour ,3000 1123,0 ,7713,0 P&M-0%



Motor ra!er 110 P hour ,3000 251300 1511'300 P&M-0%2


Proi!in crushe! stone areate !epositin on a prepare!

surface y haulin ehicles sprea!in an! mi"in ith a motorra!er aterin an! compactin ith a iratory roller toclause '10 to form a layer of su-ase/Base

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118


Remar3s(nput ref.


9ipper 10 tonne capacity tonne3)m '50 " 4 23, 120532

12035%

c) Materia*

Areate at site

i) Aor 9 mm maimum si:e

,% mm to '5 mm %% per cent cum 3'00 5%231 52'%357 M-0%

2235 mm to 53, mm %2 per cent cum '3'10 7,,3, 72%%3% M-0%2

Belo 53, mm %5 per cent cum 10'310 217300 22,0730, M-0%0

"r

ii) Aor - mm maimum si:e

'5 mm to 2235 mm 5 per cent cum 1530,0 72%300 103% M-0%'

223' mm to 53, mm 50 per cent cum 1'3500 7,,3, 11%5%37, M-0%2

Belo 53, mm '5 per cent cum 1%%3'%0 217300 25'3%1 M-0%0

Cost of ater 4 13000 1,7307 %00732% M-1

-.1= 6 %i) Aor 9 mm maimum si:e

d) "#eread car+es $ 0.1 on %a&!&c) 20%%3'

e) ContractorBs profit $ 0.1 on %a&!&c&d) 22'%%3%%

Cost for 225 cum K a@@c@!@e 2',7,,3,5

Rate per cum ' %a&!&c&d&e)(22 10,37'

say 10"7.00

-.1= 6 %ii) Aor - mm maimum si:e

d) "#eread car+es $ 0.1 on %a&!&c) 21%213'0

e) ContractorBs profit $ 0.1 on %a&!&c&d) 2%'5%35'


Rate per cum ' %a&!&c&d&e)(22 11',3,2

say 1147.00

-.1> imeF A*yas Sta!i*ised Soi* Su!?6ase

Unit = cum

Taking output = 480 cum %7#0 tonnes( density 1.50 t@cum&

7ssumptions made9otal mass ta)en for analysis K 720 t

4ime @ .lyash a!mi"ture 20 per cent K 032 " 720K1'' t

+oil K 720 -1'' K 57, t

57, /13, K %,0 cum

4ime @ .lyash K 1'' t

;atio 4ime ' E .lyash 1,

4ime K 2 )3

.lyash K 115 )3

a) a!our

Mate !ay 032'0 15307 ''3'2 4-12

Ma!oor !ay ,3000 177307 10,23'2 4-1%

Ma!oor #+)ille!$ !ay 13000 20,3 20,3 4-15!) Macinery

hour ,3000 151,3%2 0732 P&M-02,

9ipper 109 capacity for carriae of soil 57, tonnes tonne3)m 57 " 4 23, 15'312

4ea! K1 )m &P&M-0'7


Su++esti#e

Construction of +u-ase usin lime - .lyash a!mi"ture ithranular soil free from oranic matter/ !eleterious material orclayey silts an! lo plasticity clays hain P: eteen 5 an!20 an! li*ui! limit less than 25 an! commercial !ry limesla)e! at site or pre-sla)e! ith Ca> content not less than 50per cent .lyash to conform to ra!ation as per clause '3% of:;CE -1' lime @ .lyash content ranin eteen 10 to %0per cent the minimum un-confine! compressie strenth an!CB; alue after 2 !ays curin an! ' !ays soa)in to e735)/s* cm an! 25 per cent respectiely all as specifie! in:;CE -1'3

y!raulic 6"caator 030 cum uc)et capacity ,0cum/hr3 for %,0 cum soil

4ea! K1 )m &P&M-0'7

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119


Remar3s(nput ref.

9ipper 109 capacity for car riae o f 115 tonnes .lyash tonne 3)m 115 " 4 23, %0302

hour %3000 7%300 2,1300 P&M-0'

2,130

9ractor ith !isc harros for pulerisation hour ,3000 171302 102,311 P&M-05%

hour 3,00 251300 2'123'0 P&M-0%2



c) Materia*

+la)e! 4ime tonne 23000 ''273%1 12%13% M-1

Compensation for earth ta)en from priate source cum %,03000 25310 0%,300 M-02



Cost for '0 cum K a@@c@!@e 22,5035

Rate per cum' %a&!&c&d&e)(->0 '73''

say 478.00

Note

4ea! K1 )m &P&M-0'7

9ipper 109 capacity for carriae of 2 tonnes of lime fromstore to or) site


Motor Gra!er 110 P 50 cum per hour for mi"in in-place an! ra!in

13Compensation for earth ill ary from place to place an! illhae to e assesse! realistically as per particular roun!situation3 :n case earth is aailale from Got3 lan!compensation for earth ill not e re*uire!3 9he position isre*uire! to e clearly state! in the cost estimate3

23Cost of .lyash has not een consi!ere! as same ill eaailale free of cost3 >nly carriae of .lyash has eenproi!e!3

%34ime @ .lyash has een ta)en as 20 per cent of total massan! ratio of lime an! .lyash as 1E' for estimatin purposes39otal *uantities ill e as per approe! !esin3

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119

C7T/R ?

67S/S 7ND SURA7C/ C"URS/S %6TUMN"US)


.1 02 rime Coat

Unit = s$m


a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery

Mechanical room 1250 s*m per hour hour 2300 ',5300 1%02300 P&M-0%1

Air compressor 250 cfm hour 2300 2%37, 2235% P&M-001

Bitumen pressure !istriutor 1750 s*m per hour hour 23000 ,30' 17230 P&M-00'

<ater tan)er , 4 capacity 1 tripper hour hour 13000 11132' 11132' P&M-0,0

c) Materia*

Bitumen emulsion 03, ) per s*m tonne 23100 '5'3, ,2'32 M-077Cost of ater 4 ,3000 1,7307 10023'1 M-1



Cost for %500 s*m K a@@c@!@e 12%25535

Rate per sqm ' %a&!&c&d&e)(900 %5322

say 35.00

Note

5.# 09 Tac3 Coat

Unit = s$m


a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery


Air compressor 250 cfm hour 2300 2%37, 2235% P&M-001

6mulsion pressure !istriutor 1750 s*m per hour hour 23000 7%53' 1'703, P&M-01,

c) Materia*Bitumen emulsion 032 ) per s*m tonne 03700 '5'3, %20'37 M-077

d) "#eread car+es $ 0.1 on %a&!&c) %,053'

e) ContractorBs profit $ 0.1 on %a&!&c&d) %,,35%

Cost for %500 s*m K a@@c@!@e '%,%13

Rate per sqm ' %a&!&c&d&e)(900 123'7

say 1#.00

Note

5.3 0- 6ituminous Macadam

Ref. toMoRTSpec.

Remar3s(nput ref.

ro#idin+ and app*yin+ primer coat ,it !itumenemu*sion on prepared surface of +ranu*ar 6ase inc*udin+c*earin+ of road surface and sprayin+ primer at te rate of

0.80 3+(sqm usin+ mecanica* means.

Bitumen primer has een proi!e! 03,0 ) per s*m as perclause 50233 Payment shall e ma!e ith a!ustment plus orminus for the ariation eteen this *uantity an! the actual*uantity approe! y the 6nineer after the preliminary trialsreferre! to in clause Io3 5023'3%3

Proi!in an! applyin tac) coat ith itumen emulsion usinemulsion pressure !istriutor at the rate of 0320 ) per s*mon the prepare! ituminous/ranular surface cleane! ithmechanical room3

13 Bitumen emulsion has een proi!e! 0320 ) per s*mas per clause 50%33 Payment shall e ma!e ith a!ustmentplus or minus for the ariation eteen this *uantity an!actual *uantity approe! y the 6nineer after preliminarytrials referre! to in clause Io3 50%3'3%

23 An output of %500 s*m has een consi!ere! in case ofprime coat an! tac) coat hich can e coere! y ituminouscourses on the same !ay3

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120

Sr No Description Unit Quantity Rate Rs Cost RsRef. toMoRT

Spec.

Remar3s(

nput ref.

Unit = cum

Taking output = #05 cum %450 tonnes&

a) a!our

Mate !ay 03'0 15307 1553', 4-12

!ay 1,3000 177307 2%%312 4-1%

+)ille! ma!oor for chec)in line & leels !ay 53000 20,3 10%'35 4-15

!) Macinery

hour ,3000 %%'1300 20%0',300 P&M-022

Mechanical room hy!raulic 1250 s*m per hour hour 23200 ',5300 102%300 P&M-0%1

Air compressor 250 cfm hour 23200 2%37, ,',327 P&M-001

hour ,3000 %12300 17,300 P&M-0%'

Generator 250 8A hour ,3000 %2%7300 1'22300 P&M-01



12035%

hour ,300"03,5 ,,5300 25%350 P&M-0''

8iratory roller tonnes for interme!iate rollin3 hour ,300"03,5 177300 ,%310 P&M-05

hour ,300"03,5 105132 '1023' P&M-0'5

c) Materia*

i) 6itumen$ 9.9 per cent of mi tonne 1'350 522,311 77,1,32% M-07'

eiht of mi" K 205 " 232 K '50 tonne

ii) 7++re+ate

9otal eiht of mi" K '50 tonnes

<eiht of itumen K 1'35 tonnes

<eiht of areate K '50 -1'35 K '%5315 tonnes

Taking density o' aggegate = 1.5 ton@cum

8olume of areate K 2031 cum

;4radin+ % -0 mm nomina* si:e )%735 - 25 mm 15 per cent cum '%3510 7513'1 %2,%3 M-0'

25 - 10 mm '5 per cent cum 1%03550 1130 11'23,7 M-0',

10 - 5 mm 25 per cent cum 7235%0 701300 50'%35% M-0'0

5 mm an! elo15 per cent cum '%3510 217300 ''13,7 M-0%0

or

4radin+%1< mm nomina* si:e)

25 - 10 mm '0 per cent cum 11,30'0 1130 105722377 M-0',

10 - 5 mm '0 per cent cum 11,30'0 701300 1%''30' M-0'0

5 mm an! elo 20 per cent cum 53020 217300 12503%' M-0%0

%i) for 4radin+ % -0 mm nomina* si:e )


e) ContractorBs profit $ 0.1 on %a&!&c&d) 1%2'3%

Cost for 205 cum K a@@c@!@e 15211%%30

Proi!in an! layin ituminous maca!am ith 100-120 9Phot mi" plant pro!ucin an aerae output of 75 tonnes perhour usin crushe! areates of specifie! ra!in premi"e!

ith ituminous in!er transporte! to site lai! oer apreiously prepare! surface ith paer finisher to the re*uire!ra!e leel an! alinment an! rolle! as per clauses 5013,an! 50137 to achiee the !esire! compaction3

Ma!oor or)in ith MP mechanical room paerroller asphalt cutter an! assistance for settin out linesleels an! layout of construction

Batch mi" MP 100-120 9P 75 tonne per houractual output

Paer finisher hy!rostatic ith sensor control 75 cumper hour

4ea! K1 )m& P&M-0'7

A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in

+mooth heele! roller -10 tonnes for initial rea) !onrollin3

.inish rollin ith ,- tonnes smooth heele! tan!emroller3

Any one of the alternatie may e a!opte! as per approe!!esin

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121


Spec.

Remar3s(

nput ref.

Rate per cum ' %a&!&c&d&e)(20 %Aor 4radin+ ) 7'2031,

say 74#0.00

%ii) for 4radin+%1< mm nomina* si:e)

d) "#eread car+es $ 0.1 on %a&!&c) 12''7301

e) ContractorBs profit $ 0.1 on %a&!&c&d) 1%,%5371Cost for 205 cum K a@@c@!@e 150,2237

Rate per cum ' %a&!&c&d&e)(20 %Aor 4radin+?) 7%'7377

say 7348.00

Note

5.3 0- 6ituminous Macadam ,it Modified 4raded 6itumen

Unit = cum


a) a!our

Mate !ay 03'0 15307 1553', 4-12

!ay 1,3000 177307 2%%312 4-1%


!) Macinery

hour ,3000 %%'1300 20%0',300 P&M-022



hour ,3000 %12300 17,300 P&M-0%'




12035%

hour ,300"03,5 ,,5300 25%350 P&M-0''

13 Althouh the rollers are re*uire! only for % hours as pernorms of output ut the same hae to e aailale at site forsi" hours as the hot mi" plant an! paer ill ta)e si" hours formi"in an! pain the output of '50 tonnes consi!ere! in thisanalysis3 9o cater for the i!le perio! of these rollers theirusae rates hae een multiplie! y a factor of 03,53

23Duantity of Bitumen has een ta)en for analysis purpose39he actual *uantity ill !epen! upon o mi" formula3

%3 4aour for traffic control atch an! ar! an! othermiscellaneous !uties at site inclu!in sun!ries hae eeninclu!e! in a!ministratie oerhea!s of the contractor3

'3 :n case BM is lai! oer freshly lai! tac) coat proision ofMechanical room an! 2 ma!oors for the same shall e!elete! as the same has een inclu!e! in the cost of tac)coat3

Proi!in an! layin ituminous maca!am ith 100-120 9Phot mi" plant pro!ucin an aerae output of 75 tonnes per

Ma!oor or)in ith MP mechanical room paerroller asphalt cutter an! assistance for settin out lines

Batch mi" MP 100-120 9P 75 tonne per houractual output


4ea! K1 )m

& P&M-0'7A!! 10 per cent of cost of carriae to coer cost of loa!inan! unloa!in

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122


Spec.

Remar3s(

nput ref.


hour ,300"03,5 105132 '1023' P&M-0'5

c) Materia*

i) 6itumen$ 9.9 per cent of mi tonne 1'350 5%%20375 711%310 M-07


ii) 7++re+ate






;4radin+ % -0 mm nomina* si:e )

%735 - 25 mm 15 per cent cum '%3510 7513'1 %2,%3 M-0'

25 - 10 mm '5 per cent cum 1%03550 1130 11'23,7 M-0',

10 - 5 mm 25 per cent cum 7235%0 701300 50'%35% M-0'0


or


25 - 10 mm '0 per cent cum 11,30'0 1130 105722377 M-0',

10 - 5 mm '0 per cent cum 11,30'0 701300 1%''30' M-0'0




e) ContractorBs profit $ 0.1 on %a&!&c&d) 1'00023,

Cost for 205 cum K a@@c@!@e 15'0023'

Rate per cum ' %a&!&c&d&e)(20 %Aor 4radin+ ) 75123%'

say 751#.00


d) "#eread car+es $ 0.1 on %a&!&c) 12,0'3,



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123


Spec.

Remar3s(

nput ref.

e) ContractorBs profit $ 0.1 on %a&!&c&d) 1%,5%35,

Cost for 205 cum K a@@c@!@e 15251320

Rate per cum ' %a&!&c&d&e)(20 %Aor 4radin+?) 7'%35

say 7440.00

5.3- 0- 6ituminous Macadam ,it E4?90 6u*3 6itumen

Unit = cum


a) a!our

Mate !ay 03'0 15307 1553', 4-12

!ay 1,3000 177307 2%%312 4-1%


!) Macinery

hour ,3000 %%'1300 20%0',300 P&M-022



hour ,3000 %12300 17,300 P&M-0%'




12035%

hour ,300"03,5 ,,5300 25%350 P&M-0''


hour ,300"03,5 105132 '1023' P&M-0'5

c) Materia*

i) 6itumen$ 9.9 per cent of mi tonne 1'350 '75%3,' 705,%3,5 M-07' B


ii) 7++re+ate






;4radin+ % -0 mm nomina* si:e )

Proi!in an! layin ituminous maca!am ith 100-120 9Phot mi" lant ro!ucin an aera e out ut of 75 tonnes er

Ma!oor or)in ith MP mechanical room paerroller asphalt cutter an! assistance for settin out lines

Batch mi" MP 100-120 9P 75 tonne per houractual out ut

Paer finisher hy!rostatic ith sensor control 75 cum

er hour

4ea! K1 )m& P&M-0'7




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124


Spec.

Remar3s(

nput ref.

%735 - 25 mm 15 per cent cum '%3510 7513'1 %2,%3 M-0'

25 - 10 mm '5 per cent cum 1%03550 1130 11'23,7 M-0',

10 - 5 mm 25 per cent cum 7235%0 701300 50'%35% M-0'0


or


25 - 10 mm '0 per cent cum 11,30'0 1130 105722377 M-0',

10 - 5 mm '0 per cent cum 11,30'0 701300 1%''30' M-0'0




e) ContractorBs profit $ 0.1 on %a&!&c&d) 1%05532'

Cost for 205 cum K a@@c@!@e 1'%,1513,5

Rate per cum ' %a&!&c&d&e)(20 %Aor 4radin+ ) 70053,2

say 7006.00


d) "#eread car+es $ 0.1 on %a&!&c) 117',%375


Cost for 205 cum K a@@c@!@e 1'21%113%,

Rate per cum ' %a&!&c&d&e)(20 %Aor 4radin+?) ,%%32%

say 6"33.00

Note

5.4 0 6ituminous enetration Macadam

7 0 mm tic3

Unit = s$m

Taking output = 4500 s$m %##5 cum&

a) a!our

Any one of the alternatie may e a!opte! as per approe!!esi n

13 Althouh the rollers are re*uire! only for % hours as pernorms of output ut the same hae to e aailale at site forsi" hours as the hot mi" plant an! paer ill ta)e si" hours for



'3 :n case BM is lai! oer freshly lai! tac) coat proision ofMechanical room an! 2 ma!oors for the same shall e!elete! as the same has een inclu!e! in the cost of tac)coat3

Construction of penetration maca!am oer prepare! Base yproi!in a layer of compacte! crushe! coarse areateusin chips sprea!er ith alternate applications of ituminousin!er an! )ey areates an! rollin ith a smooth heele!steel roller -10 tonne capacity to achiee the !esire! !eree

of compaction

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125


Spec.

Remar3s(

nput ref.

Mate !ay 03%20 15307 5322 4-12

Ma!oor inclu!in for roomin of )ey areates !ay ,3000 177307 10,23'2 4-1%

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

!) Macinery

hour ,3000 2'2%352 1'5'1312 P&M-025

Bitumen pressure !istriutor for 1750 s*m per hour hour 23570 ,30' 25%'312 P&M-00'

hour 103000 7%300 7%0300 P&M-0'

8iratory roller tonnes hour ,3000 177300 10,7'300 P&M-05


c) Materia*

Bitumen 5 ) per s*m tonne 223500 522,311 117,05'3 M-07'

cum 2703000 ,23'0 1,%35 M-0%%

cum ,73500 7'3', 5%,2537 M-0%1

d) "#eread car+es $ 0.1 on %a&!&c) 1'''7,325e) ContractorBs profit $ 0.1 on %a&!&c&d) 152%37

Cost for '500 s*m K a@@c@!@e 17'1,23,1

Rate per sqm ' %a&!&c&d&e)(-00 %3'

say 388.00

Note

5.4 6 = mm tic3

Unit = s$m

Taking output = 4500 s$m %337.5 cum compacted&.

a) a!our

Mate !ay 03'00 15307 7'30% 4-12

Ma!oor inclu!in for roomin of )ey areates !ay 3000 177307 1'1,35, 4-1%

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

!) Macinery

hour ,3000 2'2%352 1'5'1312 P&M-025

Bitumen pressure !istriutor for 1750 s*m per hour hour 23570 ,30' 25%'312 P&M-00'

hour 103000 7%300 7%0300 P&M-0'


.ront en! loa!er 1 cum uc)et capacity hour ,3000 11300 712300 P&M-017c) Materia*

Bitumen ,3 ) per s*m tonne %03,00 522,311 15'%'3,, M-07'

cum '053000 71%3% 21%3,% M-0%7

cum 13000 71131% 57,013,1 M-02,



Cost for '500 s*m K a@@c@!@e 2'0'2312

Rate per sqm ' %a&!&c&d&e)(-00 5%535'

say 536.00

Note

5.5 08 6ui*t?up?Spray 4rout

y!raulic self propelle! chip sprea!er oth forareates an! )ey areates 1500 s*m per hour

for '500 " 2 s*m K 000 s*m

9ipper 535 cum capacity for carriae of areates fromstoc)pile to chip sprea!er

Crushe! stone coarse areate passin '5 mm an!retaine! on 23 mm siee 030, cum per s*m

ey areates passin 223' mm an! retaine! on 23mm siee 03015 cum per s*m

2 tippers ill e nee!e! to match the capacity of chipsprea!er an! front en! loa!er3

y!raulic self propelle! chip sprea!er oth forareates an! )ey areates 1500 s*m per hourfor '500 " 2 s*m

9ipper 535 cum capacity for carriae of areates fromstoc)pile to chip sprea!er

Crushe! stone coarse areate #loose passin ,% mman! retaine! on 23 mm siee 030 cum per s*m

ey areates passin 2,35 mm an! retaine! on 23mm siee 0301 cum per s*m

2 tippers an! 2 rollers ill e nee!e! to match the capacity ofchip sprea!er an! front en! loa!er3

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126


Spec.

Remar3s(

nput ref.

Unit = s$m

Taking output = 3000 s$m %##5 cum&

a) a!our

Mate !ay 03'00 15307 7'30% 4-12

Ma!oor inclu!in for roomin of )ey areates !ay 3000 177307 1'1,35, 4-1%

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

!) Macinery

hour ,3000 2'2%352 1'5'1312 P&M-025

hour %3'%0 ,30' %%2312 P&M-00'

9ipper 535 cum capacity hour 103000 7%300 7%0300 P&M-0'



c) Materia*

tonne 3000 522,311 '70'213, M-07'

cum %003000 ,2,3'' 17%23,0 M-0%5

cum %3000 7'3', %0%37 M-0%1

d) "#eread car+es $ 0.1 on %a&!&c) 7%5,31


Cost for %000 s*m K a@@c@!@e 01'37,

Rate per sqm ' %a&!&c&d&e)(9000 2,37%

say #"7.00

Note

5.6 0= Dense 4raded 6ituminous Macadam

Unit = cum

Taking output = 1"5 cum %450 tonnes&

a) a!our

Mate !ay 03'0 15307 1553', 4-12

!ay 1,3000 177307 2%%312 4-1%


!) Macinery

Batch mi" MP 75 tonne per hour hour ,3000 %%'1300 20%0',300 P&M-022

hour ,3000 %12300 17,300 P&M-0%'

Proi!in layin an! rollin of uilt-up-spray rout layer oerprepare! ase consistin of a to layer compositeconstruction of compacte! crushe! coarse areates usinmotor ra!er for areates3 )ey stone chips sprea!er maye use! ith application of ituminous in!er after each layeran! ith )ey areates place! on top of the secon! layer tosere as a Base conformin to the line ra!es an! cross-

section specifie! the compacte! layer thic)ness ein 75 mm

y!raulic self propelle! chip sprea!er oth forareates an! )ey areates 1500 s*m per hourfor %000 " % s*m

Bitumen pressure !istriutor for %000 " 2 s*m 1750s*m per hour

Bitumen%0 ) per 10 s*m 15 ) per 10 s*m for eachlayer

Crushe! stone coarse areate passin 5% mm an!retaine! on 23 mm siee 035 cum per 10 s*m foreach layer

ey areates passin 223' mm an! retaine! on 23mm siee 031% cum per 10 s*m

2 tippers ill e nee!e! to match the capacity of hy!raulicchip sprea!er an! front en! loa!er3

Proi!in an! layin !ense ra!e! ituminous maca!am ith100-120 9P atch type MP pro!ucin an aerae output of75 tonnes per hour usin crushe! areates of specifie!ra!in premi"e! ith ituminous in!er '30 to '35 percent y eiht of total mi" an! filler transportin the hot mi"to or) site layin ith a hy!rostatic paer finisher ithsensor control to the re*uire! ra!e leel an! alinmentrollin ith smooth heele! iratory an! tan!em rollers toachiee the !esire! compaction as per Mo;9 specificationclause Io3 507 complete in all respects3



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127


Spec.

Remar3s(

nput ref.




12035%

hour ,300"03,5 ,,5300 25%350 P&M-0''


hour ,300"03,5 105132 '1023' P&M-0'5

c) Materia*s

6itumen $ -.2 per cent of ,ei+t of mi tonne 131%0 522,311 0301 M-07'

7++re+ate


<eiht of itumen K 131% tonnes

<eiht of areate K '50 -131% K '%037 tonnes


8olume of areate K 27325 cum4radin+ ? -0 mm %Nomina* Si:e)

%735 - 25 mm 22 per cent cum ,%310 7513'1 '7'137 M-0'

25 - 10 mm 1% per cent cum %73%'0 1130 %'02030, M-0',

10 -'375 mm 1 per cent cum 5'350 701300 %2,035 M-0'0

'375 mm an! elo '' per cent cum 12,3%0 217300 27'2,3,% M-0%0

.iller 2 per cent of eiht of areates3 tonne 3,20 ''273%1 %1,%3% M-1

or

4radin+ ? 1< mm %Nomina* Si:e)

25 - 10 mm %0 per cent cum ,31,0 1130 7'3'% M-0',

10 - 5 mm 2 per cent cum 03'%0 701300 5,%13'% M-0'0

5 mm an! elo '0 per cent cum 11'300 217300 2'%%3%0 M-0%0.iller 2 per cent of eiht of areates3 tonne 3,20 ''273%1 %1,%3% M-1

%i) Aor 4radin+ % -0 mm nomina* si:e )

d) "#eread car+es $ 0.1 on %a&!&c) 1'52,037


Cost for 15 cum K a@@c@!@e 1757,5535'

Rate per cum ' %a&!&c&d&e)(1< %Aor 4radin+ ) 01%3,2

say "014.00

%ii) Aor 4radin+ %1< mm nomina* si:e)

d) "#eread car+es $ 0.1 on %a&!&c) 1',52%3%0

e) ContractorBs profit $ 0.1 on %a&!&c&d) 1,11753,%


Rate per cum ' %a&!&c&d&e)(1< %Aor 4radin+?) 013,

say "0"#.00

Note

4ea! K1 )m& P&M-0'7


smooth heele! roller -10 tonnes for initial rea) !onrollin3



13 Althouh the roller are re*uire! only for % hours as pernorms of output ut the same hae to e aailale at site forsi" hours as the hot mi" plant an! paer ill ta)e si" hours formi"in an! pain the output of '50 tonnes consi!ere! in thisanalysis3 9o cater for the i!le perio! of these rollers theirusae rates hae een multiplie! y a factor of 03,53

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8/17/2019 SOR-2014-15 (Folder-2).xls


130


Spec.

Remar3s(

nput ref.

5.6 - 0=

Unit = cum


a) a!our

Mate !ay 03'0 15307 1553', 4-12

!ay 1,3000 177307 2%%312 4-1%


!) Macinery


hour ,3000 %12300 17,300 P&M-0%'



%3 4aour for traffic control atch an! ar! an! othermiscellaneous !uties at site inclu!in sun!ries hae een

'3 :n case (BM is lai! oer freshly lai! tac) coat proision ofmechanical room an! 2 ma!oors shall e !elete! as the

53 9he in!ii!ual !ensity for each sie of areates to euse! for construction :3e3 %735-25 mm 25-10 mm etc3 shoul!

,3 9he in!ii!ual percentae of areates shoul! ecalculate! from the total eiht of !ry areates i3e33e"clu!in the eiht of itumen3 9he eiht of filler ill alsoe 2 per cent y eiht of !ry areates3

Dense 4raded 6ituminous Macadam ,it E4?90 4rade6u*3 6itumen

Proi!in an! layin !ense ra!e! ituminous maca!am ith100-120 9P atch type MP pro!ucin an aerae output of75 tonnes per hour usin crushe! areates of specifie!ra!in premi"e! ith ituminous in!er '30 to '35 per



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131


Spec.

Remar3s(

nput ref.


12035%

hour ,300"03,5 ,,5300 25%350 P&M-0''


hour ,300"03,5 105132 '1023' P&M-0'5

c) Materia*s

6itumen $ -.2 per cent of ,ei+t of mi tonne 131%0 '75%3,' 0'%%3%0 M-07' B

7++re+ate


<eiht of itumen K 131% tonnes

<eiht of areate K '50 -131% K '%037 tonnes



4radin+ ? -0 mm %Nomina* Si:e)

%735 - 25 mm 22 per cent cum ,%310 7513'1 '7'137 M-0'

25 - 10 mm 1% per cent cum %73%'0 1130 %'02030, M-0',

4ea! K1 )m& P&M-0'7


smooth heele! roller -10 tonnes for initial rea) !onrollin3

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132


Spec.

Remar3s(

nput ref.

10 -'375 mm 1 per cent cum 5'350 701300 %2,035 M-0'0

'375 mm an! elo '' per cent cum 12,3%0 217300 27'2,3,% M-0%0


or

4radin+ ? 1< mm %Nomina* Si:e)

25 - 10 mm %0 per cent cum ,31,0 1130 7'3'% M-0',

10 - 5 mm 2 per cent cum 03'%0 701300 5,%13'% M-0'0

5 mm an! elo '0 per cent cum 11'300 217300 2'%%3%0 M-0%0


%i) Aor 4radin+ % -0 mm nomina* si:e )

d) "#eread car+es $ 0.1 on %a&!&c) 1%,21%3%2

e) ContractorBs profit $ 0.1 on %a&!&c&d) 1'%'3,5

Cost for 15 cum K a@@c@!@e 1,'11315

Rate per cum ' %a&!&c&d&e)(1< %Aor 4radin+ ) '52321

say 845#.00

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133


Spec.

Remar3s(

nput ref.

%ii) Aor 4radin+ %1< mm nomina* si:e)

d) "#eread car+es $ 0.1 on %a&!&c) 1%7'753%

e) ContractorBs profit $ 0.1 on %a&!&c&d) 15122%3'1

Cost for 15 cum K a@@c@!@e 1,,%'57352

Rate per cum ' %a&!&c&d&e)(1< %Aor 4radin+?) 5%0355

say 8531.00

Note

5.7 0> Semi?Dense 6ituminous Concrete

Unit = cum


a) a!our

Mate !ay 03'0 15307 1553', 4-12

13 Althouh the roller are re*uire! only for % hours as pernorms of output ut the same hae to e aailale at site forsi" hours as the hot mi" plant an! paer ill ta)e si" hours formi"in an! pain the output of '50 tonnes consi!ere! in this



'3 :n case (BM is lai! oer freshly lai! tac) coat proision ofmechanical room an! 2 ma!oors shall e !elete! as thesame has een inclu!e! in the cost of tac) coat3

53 9he in!ii!ual !ensity for each sie of areates to euse! for construction :3e3 %735-25 mm 25-10 mm etc3 shoul!e foun! in the laoratory an! accor!inly the *uantitiesshoul! e ammen!e! for use in fiel!3 9he aerae !ensity of

,3 9he in!ii!ual percentae of areates shoul! ecalculate! from the total eiht of !ry areates i3e33

e"clu!in the eiht of itumen3 9he eiht of filler ill alsoe 2 per cent y eiht of !ry areates3

Proi!in an! layin semi !ense ituminous concrete ith100-120 9P atch type MP pro!ucin an aerae output of75 tonnes per hour usin crushe! areates of specifie!ra!in premi"e! ith ituminous in!er '35 to 5 per centof mi" an! filler transportin the hot mi" to or) site layin

ith a hy!rostatic paer finisher ith sensor control to there*uire! ra!e leel an! alinment rollin ith smooth

heele! iratory an! tan!em rollers to achiee the !esire!compaction as per Mo;9 specification clause Io3 50complete in all respects3

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134


Spec.

Remar3s(

nput ref.

!ay 1,3000 177307 2%%312 4-1%


!) Macinery


hour ,3000 %12300 17,300 P&M-0%'




12035%

hour ,300"03,5 ,,5300 25%350 P&M-0''


hour ,300"03,5 105132 '1023' P&M-0'5

c) Materia*

; 4radin+ @ 19 mm %Nomina* Si:e)

i) 6itumen$ -. per cent of ,ei+t of mi tonne 203250 522,311 105''3'0 M-07'

ii) 7++re+ate


<eiht of itumen K 20325 tonnes

<eiht of areate K '50-20325 K '2375 tonnes

9a)in !ensity of areate K 135 ton/cum

8olume of areate K 2,35 cum

1%32 - 10 mm20 per cent cum 573%00 10300 521'%300 M-0''

10 - 5 mm % per cent cum 10370 701300 7,%1737 M-0'0

5 mm an! elo '0 per cent cum 11'3,00 217300 2',320 M-0%0.iller 2 per cent of eiht of areates3 tonne 3,20 ''273%1 %1,%3% M-1

or

4radin+ @ 10 mm %Nomina* Si:e)

6itumen$ per cent of ,ei+t of mi tonne 223500 522,311 117,05'3 M-07'

eiht of mi" K '50 tonne

7++re+ate



<eiht of areate K '50 -22350 K '27350 tonnes


8olume of areate K 25 cum35 - '375 mm 57 per cent cum 1,23'50 701300 11%773'5 M-0'0

'375 an! elo '1 per cent cum 11,350 217300 25%5,3'5 M-0%0


%i) for 4radin+ % 19 mm nomina* si:e )

d) "#eread car+es $ 0.1 on %a&!&c) 151723%

e) ContractorBs profit $ 0.1 on %a&!&c&d) 1,,0132

Cost for 15 cum K a@@c@!@e 1%52030'

Rate per cum ' %a&!&c&d&e)(1< %Aor 4radin+ ) '1'37

say "415.00

.= %ii) for 4radin+%10 mm nomina* si:e)

d) "#eread car+es $ 0.1 on %a&!&c) 1,2073,


Cost for 15 cum K a@@c@!@e 1,11,735%



4ea! K1 )m& P&M-0'7



.inish rollin ith ,- tonnes smooth heele! tan!emroller

;7ny one of te a*ternati#e may !e adopted as perappro#ed desi+n

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136


Spec.

Remar3s(

nput ref.

1%32 - 10 mm20 per cent cum 573%00 10300 521'%300 M-0''

10 - 5 mm % per cent cum 10370 701300 7,%1737 M-0'0

5 mm an! elo '0 per cent cum 11'3,00 217300 2',320 M-0%0


or

4radin+ @ 10 mm %Nomina* Si:e)6itumen$ per cent of ,ei+t of mi tonne 223500 5%%20375 1171,31 M-07

eiht of mi" K '50 tonne

7++re+ate






35 - '375 mm 57 per cent cum 1,23'50 701300 11%773'5 M-0'0

'375 an! elo '1 per cent cum 11,350 217300 25%5,3'5 M-0%0


%i) for 4radin+ % 19 mm nomina* si:e )


e) ContractorBs profit $ 0.1 on %a&!&c&d) 1,2''3%5

Cost for 15 cum K a@@c@!@e 1,1,737

Rate per cum ' %a&!&c&d&e)(1< %Aor 4radin+ ) 5'7312

say "547.00

.= %ii) for 4radin+%10 mm nomina* si:e)

d) "#eread car+es $ 0.1 on %a&!&c) 1,''',315


Cost for 15 cum K a@@c@!@e 173'5Rate per cum ' %a&!&c&d&e)(1< %Aor 4radin+?) 1020'30

say 10#04.00

Note

5.8 0< 6ituminous Concrete

Unit = cum





'3 :n case +(BC is lai! oer freshly lai! tac) coat proision ofroom an! 2 ma!oor shall e !elete! as the same has eeninclu!e! in the cost of tac) coat3

53 9he *uantity of Bitumen to e a!uste! as per o mi"formula3

Proi!in an! layin ituminous concrete ith 100-120 9Patch type hot mi" plant pro!ucin an aerae output of 75tonnes per hour usin crushe! areates of specifie!ra!in premi"e! ith ituminous in!er 53' to 53, percent of mi" an! filler transportin the hot mi" to or) sitelayin ith a hy!rostatic paer finisher ith sensor control tothe re*uire! ra!e leel an! alinment rollin ith smooth

heele! iratory an! tan!em rollers to achiee the !esire!compaction as per M>;9 specification clause Io3 50complete in all respects

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137


Spec.

Remar3s(

nput ref.


a) a!our

Mate !ay 03'0 15307 1553', 4-12

!ay 1,3000 177307 2%%312 4-1%


!) Macinery


hour ,3000 %12300 17,300 P&M-0%'




12035%

hour ,300"03,5 ,,5300 25%350 P&M-0''


hour ,300"03,5 105132 '1023' P&M-0'5

c) Materia*

i) 6itumen$ per cent of ,ei+t of mi tonne 223500 522,311 117,05'3 M-07'

ii) 7++re+ate






; 4radin+ ? ?1< mm %Nomina* Si:e)

20 - 10 mm %5 per cent cum 3750 10737' 10501375 M-0'5

10 - 5 mm 2% per cent cum ,53550 701300 '550355 M-0'0

5 mm an! elo '0 per cent cum 11'3000 217300 2'7%300 M-0%0


or

4radin+ ? ?19 mm %Nomina* Si:e)

1%32 - 10 mm%0 per cent cum 53500 10300 7705300 M-0''

10 - 5 mm 25 per cent cum 713250 701300 '',325 M-0'0

5 mm an! elo'% per cent cum 1223550 217300 2,5%3%5 M-0%0


%i) for 4radin+? % 19 mm nomina* si:e )

d) "#eread car+es $ 0.1 on %a&!&c) 1,,0753,0

e) ContractorBs profit $ 0.1 on %a&!&c&d) 12,%31,


Rate per cum ' %a&!&c&d&e)(1<1 10521302

say 105#1.00

5.8 %ii) for 4radin+? %10 mm nomina* si:e)

d) "#eread car+es $ 0.1 on %a&!&c) 1,%5130%

e) ContractorBs profit $ 0.1 on %a&!&c&d) 175031%

Cost for 11 cum K a@@c@!@e 17'513'

Rate per cum ' %a&!&c&d&e)(1<1 %Aor 4radin+?) 10%,%3,2

say 10364.00



4ea! K1 )m& P&M-0'7


+mooth heele! roller -10 tonnes for initial rea) !on

rollin3

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138


Spec.

Remar3s(

nput ref.

Note

5." 10 Surface Dressin+

Unit = s$m

Taking output = "000 s$m

Case ?1 @?1< mm nomina* cippin+ si:e

a) a!our

Mate !ay 03''0 15307 13'% 4-12Ma!oor !ay 3000 177307 15%3,% 4-1%

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

!) Macinery

Mechanical room 1250 s*m per hour hour 73200 ',5300 %%'300 P&M-0%1

Air compressor 250 cfm hour 73200 2%37, 2115307 P&M-001

hour ,3000 2'2%352 1'5'1312 P&M-025

hour ,3000 7%300 52%300 P&M-0'


Bitumen pressure !istriutor hour ,3000 ,30' 51,32' P&M-00'

+mooth heele! roller -10 tonne eiht hour ,3000 ,,5300 %0300 P&M-0''c) Materia*

Bitumen 1320 ) per s*m tonne 10300 522,311 5,'50,3%5 M-07'

cum 1%53000 ,2350 11,'%7377 M-05%

d) "#eread car+es $ 0.1 on %a&!&c) 725%03,


Cost for 000 s*m K a@@c@!@e 77,2'3,1

Rate per sqm ' %a&!&c&d&e)(<000 7351

say "8.00

5." Case ? 19 mm nomina* si:e cippin+

a) a!our

Mate !ay 03''0 15307 13'% 4-12

Ma!oor !ay 3000 177307 15%3,% 4-1%

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

!) Macinery




'3 :n case BC is lai! oer freshly lai! tac) coat proision ofmechanical room an! 2 ma!oors shall e !elete! as thesame has een inclu!e! in the cost of tac) coat3

53 9he in!ii!ual !ensity for each sie of areates to euse! for construction i3e3 %735-25 mm 25-10 mm etc3 shoul!e foun! in the laoratory an! accor!inly the *uantitiesshoul! e ammen!e! for use in fiel!3 9he aerae !ensity of135 tonne/cum is only a reference !ensity in this (ata Boo)3

,3 9he in!ii!ual percentae of areates shoul! e

calculate! from the total eiht of !ry areates i3e33e"clu!in the eiht of itumen3 9he eiht of filler ill alsoe 2 per cent y eiht of !ry areates3

Proi!in an! layin surface !ressin as earin course insinle coat usin crushe! stone areates of specifie! sieon a layer of ituminous in!er lai! on prepare! surface an!rollin ith -10 tonne smooth heele! steel roller3


9ipper 10 tonne capacity for carriae of stone chips fromstoc)pile on roa! si!e to chip sprea!er

Crushe! stone chippin1 mm nominal sie 03015cum per s*m

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140


Spec.

Remar3s(

nput ref.

Rate per sqm ' %a&!&c&d&e)(1020 1'%31

say 144.00

Note

5.10 %ii)

Unit = s$m

Taking output = "00 s$m %#4.3 cum&

a) a!our

Mate !ay 0300 15307 1'30, 4-12Ma!oor !ay 13000 177307 %1732, 4-1%

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

!) Macinery

Concrete mi"er 03'/032 cum capacity hour ,3000 2113, 127030 P&M-00

+mooth heele! steel roller -10 tonne hour ,3000 ,,5300 %0300 P&M-0''

c) Materia*

Cationic Bitumen 6mulsion 21350 ) per 10 s*m tonne 13'0 ''00,371 5%7%302 M-07%

cum 2'3%00 ,%5300 15'%0350 M-0'%

d) "#eread car+es $ 0.1 on %a&!&c) 10132


Cost for 00 s*m K a@@c@!@e 1%27%3,0

Rate per sqm ' %a&!&c&d&e)(<00 1'73,'

say 148.00

5.11 12 C*ose 4raded remi Surfacin+(Mied Sea* Surfacin+

Case

Unit = s$m

Taking output = 10#50 s$m %#05 cum&

a) a!our

Mate !ay 03'0 15307 1553', 4-12

!ay 1,3000 177307 2%%312 4-1%


!) Macinery

i$ MP of appropicate capacity - 75 t per hour hour ,3000 %%'1300 20%0',300 P&M-022

ii$ 6lectric Generator +et 250 8A hour ,3000 %2%7300 1'22300 P&M-01

iii$ .ront en! loa!er 1 cum uc)et capacity hour ,3000 11300 712300 P&M-017

i$ 9ipper 10 tonne capacity tonne3)m '50 " 4 23, 120532

12035%

:f a premi" san! seal coat of JBJ type is propose! the same isre*uire! to e proi!e! oer the open ra!e! premi" carpetimme!iately on the same !ay3 As the same MP an! othermachines ill e use! for layin of premi" san! seal coat outof , effectie or)in hours '300 hours may e utilise! forlayin of premi" carpet an! alance 2300 hours for the sealcoat3 9he rate for the premi" san! seal coat un!er clause 51%#case ::$ has een or)e! out accor!inly y utilisin theMP for 2300 hours for the purpose of seal coat3 :n case typeJAJ seal coat is propose! MP can e or)e! for si" hours forthe premi" carpet as type JAJ seal coat !oes not re*uire theuse of MP3

Case ? @ "pen?4raded remi Surfacin+ usin+ cationic6itumen /mu*sion

Crushe! stone areates 1%32 mm to 53, mm 0327cum per 10 s*m

Mechanical means usin MP of appropriate capacity notless than 75 tonnes/hour3

Proi!in layin an! rollin of close-ra!e! premi" surfacinmaterial of 20 mm thic)ness compose! of 1132 mm to 030mm #9ype-A$ or 1%32 mm to 030 mm #9ype-B$ areatesusin penetration ra!e itumen to the re*uire! line ra!ean! leel to sere as earin course on a preiouslyprepare! ase inclu!in mi"in in a suitale plant layin an!rollin ith a +mooth heele! roller -10 tonne capacity an!

finishin to re*uire! leel an! ra!e3

Ma!oor or)in ith MP roa! seeper paer an!roller

4ea! K1 )m& P&M-0'7

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141


Spec.

Remar3s(

nput ref.

$ Paer finisher hy!rostatic ith sensor attachment hour ,3000 %12300 17,300 P&M-0%'

i$ +mooth heele!-10 tonnes eiht hour ,3000 ,,5300 %0300 P&M-0''

c) Materia*

Type ? 7

Bitumen 22 ) per 10 s*m tonne 223500 522,311 117,05'3 M-07'

cum 27,3750 50%300 1%205325 M-0'1

or

Type ? 6

Bitumen 1 ) per 10 s*m tonne 13'0 522,311 10120231 M-07'

cum 27,3750 ,2'300 172,2300 M-0'2



Cost for 10250 s*m K a@@c@!@e 10%2531

Rate per sqm ' %a&!&c&d&e)(1020 153,

Aor Type B7B say 186.00


5.1# 19 Sea* Coat

Unit = s$m

Taking output = 10#50 s$m %"#.#5 cum&

%i)

a) a!our

Mate !ay 032'0 15307 ''3'2 4-12

Ma!oor !ay ,3000 177307 10,23'2 4-1%

!) Macinery

y!raulic self propelle! chip sprea!er hour ,3000 2'2%352 1'5'1312 P&M-025

9ipper 535 cum capacity hour ,3000 7%300 52%300 P&M-0'



+mooth heele! roller -10 tonne eiht hour ,3000 ,,5300 %0300 P&M-0''

c) Materia*

Bitumen 30 ) per 10 s*m tonne 103050 522,311 525%0'352 M-07'

cum 23250 ''3,7 ''710350 M-050

d) "#eread car+es $ 0.1 on %a&!&c) ,07%352

e) ContractorBs profit $ 0.1 on %a&!&c&d) ,,7237

Cost for 10250 s*m K a@@c@!@e 7%5,013,1

Rate per sqm ' %a&!&c&d&e)(1020 71377

say 7#.00

Note

5.1# %ii)

Unit = s$m

Taking output = 7858 s$m %47.16 cum&

a) a!our

Mate !ay 031,0 15307 23,1 4-12

Ma!oor !ay '3000 177307 7032 4-1%

+tone crushe! areates 1132 mm to 030 0327 cumper 10 s*m

+tone crushe! areates 1%32 mm to 030 mm 0327cum per 10 s*m

; Any one of the alternatie may e a!opte!

Proi!in an! layin seal coat sealin the oi!s in aituminous surface lai! to the specifie! leels ra!e an!cross fall usin 9ype A an! B seal coats

Case ? @ Type 7

Crushe! stone chippin of ,37 mm sie !efine! as 100per cent passin 1132 mm siee an! retaine! on 23%,mm siee applie! 030 cum per 10 s*m

+ince seal coat is proi!e! imme!iately oer the ituminouslayers mechanical room for clearin has not een catere!3

Case ? @ Type 6

Proi!in an! layin of premi" san! seal coat ith MP ofappropriate capacity not less than 75 tonnes/ hours usincrushe! stone chippin ,37 mm sie an! penetration itumenof suitale ra!e3

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142


Spec.

Remar3s(

nput ref.

!) Macinery

MP of 75 tonnes/hour3 hour 23000 %%'1300 ,7,2300 P&M-022

6lectric Generator +et 250 8A hour 23000 %2%7300 ,'7'300 P&M-01

.ront en! loa!er 1 cum uc)et capacity hour 23000 11300 2%7,300 P&M-017

9ipper 10 tonne capacity tonne3)m 10' " J4J 23, 27355

273,

Paer finisher hy!rostatic ith sensor attachment hour 23000 %12300 ,25,300 P&M-0%'

+mooth heele! -10 tonnes capacity hour 23000 ,,5300 1%%0300 P&M-0''

c) Materia*

Bitumen ,30 ) per 10 s*m tonne 53%'0 522,311 2711730% M-07'

cum '731,0 ''3,7 225,3 M-050

d) "#eread car+es $ 0.1 on %a&!&c) %71%3,2

e) ContractorBs profit $ 0.1 on %a&!&c&d) '25'3

Cost for 75 s*m K a@@c@!@e ','%'31

Rate per sqm ' %a&!&c&d&e)(=>> 53,1

say 60.00

Note

5.13 1- Supp*y of Stone 7++re+ates for a#ement Courses

5.14 1 Mastic 7spa*t

Unit = s$m

a) a!our

Mate !ay 03''0 15307 13'% 4-12

Ma!oor !ay 103000 177307 1770370 4-1%

Ma!oor s)ille! !ay 13000 20,3 20,3 4-15

!) Macinery

Mechanical room 1250 s*m per hour hour 030,0 ',5300 2730 P&M-0%1

Air compressor 250 cfm hour 030,0 2%37, 173,% P&M-001

Mastic coo)er 1 tonne capacity hour ,3000 5'31 %23, P&M-0%0

4ea! K1 )m& P&M-0'7


Crushe! stone chippin of ,37 mm sie !efine! aspassin 1132 mm siee an! retaine! on 23%, mm sieeapplie! 030, cum per 10 s*m

+ince seal coat is re*uire! to e proi!e! oer the premi"carpet on the same !ay out of the , or)in hours of theMP '300 hours are propose! to e utilise! for the premi"carpet an! the alance 2300 hours for the seal coat3 ence2300 hours hae een consi!ere! for this case3 9his may elin)e! to rate analysis or)e! out un!er clause 5113

+upply of stone areates from approe! sourcesconformin to the physical re*uirement specifie! in therespectie specifie! clauses inclu!in royalties fees rentscollection transportation stac)in an! testin an! measure!

in cum as per clause 51'35

Competitie mar)et rates to e ascertaine!3 Alternatielyrates for stone crushin ien in chapter 1may e a!opte! iffoun! economical3 :n case for supply of areates at site arenot aailale nearest crusher site may e ascertaine!34oa!in an! un-loa!in chares an! cost of carriae may ea!!e! to these rates to arrie at the cost at site3

Proi!in an! layin 25 mm thic) mastic asphalt earincourse ith pain ra!e itumen meetin the re*uirementsien in tale 500-2 prepare! y usin mastic coo)er an!lai! to re*uire! leel an! slope after cleanin the surfaceinclu!in proi!in antis)i! surface ith itumen precoate!

fineraine! har! stone chippin of 1%32 mm nominal sie atthe rate of 03005cum per 10 s*m an! at an appro"imatespacin of 10 cm center to center in oth !irections presse!into surface hen the temperature of surfaces is not less than100 0C protru!in 1 mm to ' mm oer mastic surface allcomplete as per clause 5153

Taking output = 35.00 s$m %0.87 cum & assuming adensity o' #.3 [email protected]# tonnes

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143


Spec.

Remar3s(

nput ref.

Bitumen oiler 1500 litres capacity hour ,3000 12352 105312 P&M-005

hour 13000 171302 171302 P&M-05%

c) Materia*

Base mastic #ithout coarse areates$ K ,0 per cent

Coarse areate #,3%mm to 1%32 mm$ K '0 per cent 3

tonne 0320' 522,311 10,,230 M-07'

cum 03%0 21132% 23% M-021

tonne 03%,0 ''273%1 15%3% M-1

cum 03550 ,%5300 %'325 M-0'%

cum 0301 L8A4?6N L8A4?6N M-1'2

) 03500 %22%%312 1,11,35, M-07'

d) "#eread car+es $ 0.1 on %a&!&c) L8A4?6N

e) ContractorBs profit $ 0.1 on %a&!&c&d) L8A4?6N

Cost for %5300 s*m K a@@c@!@e L8A4?6N

Rate per sqm ' %a&!&c&d&e)(9 L8A4?6N

say ;

Note

9ractor for toin an! positionin of mastic coo)er an!itumen oiler

Proportion of material re*uire! for mastic asphalt ith coarseareates #ase! on mi" !esin !one y C;;: for a specificcase$

:$ Bitumen 5/25 or %0/'0 1032 per cent y eiht ofmi"3 2 " 1032/100 K 0320'

ii$ .ine areate passin 23%,mm an! retaine! on03075mm siee %13 per cent y eiht of mi" K 2 "%13/100 K 03,% tonnes K 03,%/13,25 K 03%

iii$ 4ime stone !ust filler ith calcium content not lessthan 0 per cent y eiht 1732 per cent y eihtof mi" K 2 " 1732/100 K 03%,

i$ Coarse areates ,3% mm to 1%32 mm '0 percent y eiht of mi" K 2 " '0/100 K 03 M9 K 03/13'5,

K 0355$ Pre-coate! stone chips of 1%32 mm nominal sie fors)i! resistance K %5 " 03005/10 K 0301

i$ Bitumen for coatin of chips 2 per cent y eihtK 0301 " 13'5, " 2/100 K 030005 M9 K 035)

139he rates for 50 mm & '0 mm thic) layers may e or)e!out on pro-rata asis3

23<here tac) coat is re*uire! to e proi!e! efore layinmastic asphalt the same is re*uire! to e measure! an! pai!separately3

%39he *uantities of in!er filler an! areates are forestimatin purpose3 6"act *uantities shall e as per mi"!esin3

'39his rate analysis is ase! on !esin ma!e y C;;: for aspecific case an! is meant for estimatin purposes only3Actual !esin is re*uire! to e !one for each case3

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144


Spec.

Remar3s(

nput ref.

5.15 18 S*urry Sea*

Case %i) mm tic3nessUnit = s$m

Taking output = 16000 s$m %80 cum&

Taking density o' #.# tonnes pe cum

eiht of mi" K 17, tonnes

a) a!our

Mate !ay 032'0 15307 ''3'2 4-12

Ma!oor !ay ,3000 177307 10,23'2 4-1%

!) Macinery



Moile slurry seal e*uipment hour ,3000 2,3,' 5553' P&M-0%%.ront en! loa!er 1 cum uc)et capacity hour ,3000 11300 712300 P&M-017

hour ,3000 7%300 52%300 P&M-0'

hour ,3000 11'%372 ,,23%2 P&M-0%7


c) Materia*

;esi!ual Bin!er 11 per cent of mi" 0 " 232 " 0311 tonne 13%,0 '5'3, 7,5532% M-077

cum 102300 217300 221513%, M-0%0

.iller 2 per cent of total mi" K 0 " 232 " 0302 tonne %3520 ''273%1 155'312 M-1

Cost of ater 4 123000 1,7307 200'32 M-1



Cost for 1,000 s*m K a@@c@!@e 115253%%

Rate per sqm ' %a&!&c&d&e)(18000 723'5

say 7#.00

5.15 Case %ii) 9 mm tic3ness

Unit = s$m


a) a!our

Mate !ay 03200 15307 %7301 4-12

Ma!oor !ay 53000 177307 53%5 4-1%

!) Macinery





hour ,3000 7%300 52%300 P&M-0'


c) Materia*;esi!ual Bin!er 1% per cent of mi" K ,0 " 232 " 031% tonne 1731,0 '5'3, 7,753%1 M-077

cum 7'300 2%300 1777320 M-022

Proi!in an! layin slurry seal consistin of a mi"ture of fineareates portlan! cement filler ituminous emulsion an!

ater on a roa! surface inclu!in c leanin of surface mi"inof slurry seal in a suitale moile plant layin an! compactinto proi!e een ri!in surface3

9ipper 535 cum capacity for carriae of areate fromstoc)pile on roa! si!e to slurry e*uipment itumenemulsion an! filler3

Pneumatic tyre! roller ith in!ii!ual heel loa! note"cee!in 135 tonnes

.ine areate '375 mm an! elo 7 per cent of totalmi"0 " 232 " 037 K 15%312 tonnes3 9a)in !ensity135

K 15%312/135 K 10230 cum

9ipper 535 cum capacity for carriae of areate fromstoc)pile on roa! si!e to slurry e*uipment itumenemulsion an! filler

.ine areate % mm an! elo 5 per cent of totalmi" ,0" 232 " 035 K 11232 tonnes3 9a)in !ensity 135

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145


Spec.

Remar3s(

nput ref.

.iller 2 per cent of total mi" K ,0" 232 " 0302 tonne 23,'0 ''273%1 11,30 M-1

Cost of ater 4 123000 1,7307 200'32 M-1


e) ContractorBs profit $ 0.1 on %a&!&c&d) 2,173,5

Cost for 20000 s*m K a@@c@!@e 1017'31

Rate per sqm ' %a&!&c&d&e)(20000 503'say 51.00

5.15 Case %iii) 1. mm tic3ness

Unit = s$m


a) a!our

Mate !ay 03200 15307 %7301 4-12

Ma!oor !ay 53000 177307 53%5 4-1%

!) Macinery





hour ,3000 7%300 52%300 P&M-0'


c) Materia*

;esi!ual Bin!er 1, per cent of mi" %, " 232 " 031, tonne 123,70 '5'3, 5013 M-077

cum '%3%00 2%300 10%'370 M-022

.iller 2 per cent of total mi" K %," 232 " 0302 tonne 1350 ''273%1 ,5315 M-1

Cost of ater 4 123000 1,7307 200'32 M-1

d) "#eread car+es $ 0.1 on %a&!&c) ,2%30

e) ContractorBs profit $ 0.1 on %a&!&c&d) ,,2300

Cost for 2'000 s*m K a@@c@!@e 75'073

Rate per sqm ' %a&!&c&d&e)(2-000 %13'5

say 31.00

Note

5.16 1=

Unit = cum

Taking output = 1#0 cum %#76 tonnes&

a) a!our

Mate !ay 03'0 15307 3% 4-12

Ma!oor !ay 103000 177307 1770370 4-1%

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

!) Macinery

Col! millin machine 20 cum per hour hour ,3000 553%, 51%231, P&M-0,

Mechanical room 1250 s*m per hour hour 1320 ',5300 55320 P&M-0%1

9ipper 535 cum capacity for carriae of areate fromstoc)pile on roa! si!e to slurry e*uipment itumenemulsion an! filler3

.ine areate 23%, mm an! elo2 per cent of totalmi"%," 232 " 032 K ,'3' tonnes3 9a)in !ensity 135

139ac) coat if re*uire! to e proi!e! efore layin slurryseal may e measure! an! pai! separately

Recyc*in+ of 6ituminous a#ement ,it Centra*Recyc*in+ *ant

;ecyclin paement y col! millin of e"istin ituminouslayers plannin the surface after col! millin reclaimin

e"caate! material to the e"tent of %0 per cent of there*uire! *uantity haulin an! stoc)pilin the reclaime!material near the central recyclin plant after carryin outnecessary chec)s an! ealuation a!!in fresh materialinclu!in reuenators as re*uire! mi"in in a hot mi" planttransportin an! layin at site an! compactin to the re*uire!ra!e leel an! thic)ness all as specifie! in clause 5173

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146


Spec.

Remar3s(

nput ref.

Air compressor 250 cfm hour 1320 2%37, %7,301 P&M-001

Bitumen pressure !istriutor 1750 s*m per hour hour 0310 ,30' 73%0 P&M-00'

hour %3000 ''5,'300 1%%,2300 P&M-021

6lectric enerator set 250 8A hour %3000 %2%7300 711300 P&M-01

.ront en! loa!er 1300 cum uc)et capacity hour %3000 11300 %5,'300 P&M-017

9ipper 535 cum capacity hour 13000 7%300 1571'300 P&M-0'

+mooth heele! roller -10 tonnes hour %300"03,5 ,,5300 12,375 P&M-0''

8iratory roller tonnes hour %300"03,5 177300 %',305 P&M-05

+mooth heele! tan!em roller ,- tonnes hour %300"03,5 105132 205132' P&M-0'5

c) Materia*

i) 6itumen

tonne 1372 522,311 10%,317 M-07'

tonne 7372 522,311 '0%%53,5 M-07'

ii) 7++re+ates

Percentae of mi" re*uirin fresh areates - 70 per cent

<eiht of fresh mi" K 27, " 0370 K 1%32 tonne

+ie ise re*uirement of fresh areates

%735 - 25 mm 2% per cent cum 23''0 7513'1 21%7031 M-0'

25 - 10 mm 15 per cent cum 13550 1130 1,00370 M-0',

10- 5 mm 20 per cent cum 2'37%0 701300 17%%537% M-0'0

Belo 5 mm '0 per cent cum '3',0 217300 107%232 M-0%0

.il ler #cement$ 2 per cent K 5352tonnes of 27, tonne tonne 53520 573'7 %1573 M-01

d) "#eread car+es $ 0.1 on %a&!&c) 7'73''

e) ContractorBs profit $ 0.1 on %a&!&c&d) ,%%,31

Cost for 120 cum of (BM K a@@c@!@e ',300

Rate per cum ' %a&!&c&d&e)(120 71'315

say 7"14.00

Note

5.17 1> Ao+ Spray

Unit = s$m


a) a!our

Mate !ay 03120 15307 22321 4-12

Ma!oor !ay %3000 177307 5%1321 4-1%

!) Macinery

Mechanical room 1250 s*m per hour hour ,3000 ',5300 270300 P&M-0%1Air compressor 250 cfm hour ,3000 2%37, 17,235, P&M-001

tonne ,3000 ,30' 51,32' P&M-00'

c) Materia*

ot mi" plant 100-120 9P pro!ucin an aerae of 75tonnes per hour

A itumen content is '35 per cent itumen eiht of mi"3 .orreclaime! material fresh itumen ill e re*uire! to thee"tent of ,0 per cent of normal re*uirement3

:n a mi" of 27, tonnes 23 tonne is reclaime! an! alance1%32 tonne is fresh mi"3

Bitumen re*uire! for reclaime! mi" of 23 tonne ,0

per cent K 23 " 03,0 "030' K 13Bitumen re*uire! for fresh mi" of 1%32 tonnes K 1%32 "030' K 737%

<eiht of fresh areate in the mi" K 1%32 " 03, K 153'7tonne

Taking aeage density o' 1.5 tonnes@cum( total olume o'aggegate = 1#3.65 cum.

Althouh the total rollin time is only ' hours as per norms allthe three rollers hae to e aailale at site for % hours eachto match ith the output of re-cyclin plant3 9o cater for their

i!lin time these hae een multiplie! ith a factor of 03,53

Proi!in an! applyin lo iscosity itumen emulsion forsealin crac)s less than % mm i!e or incipient frettin or!isinteration in an e"istin ituminous surfacin3

Bitumen emulsion pressure !istriutor 1750 s*m perhour

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147


Spec.

Remar3s(

nput ref.

Bitumen emulsion 0375 ) per s*m tonne 730 '5'3, %,1273, M-077

d) "#eread car+es $ 0.1 on %a&!&c) %72%13


Cost for 10500 s*m K a@@c@!@e '5050730

Rate per sqm ' %a&!&c&d&e)(1000 '231

say 43.00

a) a!our

Mate !ay 031,0 15307 23,1 4-12

Ma!oor for precoatin of rit !ay '3000 177307 7032 4-1%

!) Materia*

Crushe! stone rit % mm sie %375 ) per s*m cum 2,3250 2,1300 ,51325 M-02'

tonne 0370 '5'3, %,2213'7 M-077

c) "#eread car+es $ 0.1 on %a&!) '%130,


Cost for 10500 s*m K a@@c@! 5%0103'Rate per sqm ' %a&!&c&d)(1000 5305

say 5.00

5.18 1< 6ituminous Co*d Mi % nc*udin+ 4ra#e* /mu*sion)

Unit = cum

Taking output = #05 cum %450 tonne&

Case %i)

Bitumen 6mulsion per cent

.iller2 per cent

9otal areates 0 per cent

roportion of a++re+ates

1 mm to 35 mm25 per cent

35 mm to , mm2 per cent

, mm to 03075 mm %, per cent

a) a!our

Mate !ay 03'0 15307 1553', 4-12Ma!oor !ay 1,3000 177307 2%%312 4-1%

Ma!oor s)ille! !ay 53000 20,3 10%'35 4-15

!) Macinery

hour ,3000 1107300 ,,'2300 P&M-077




12035%

Paer finisher hour ,3000 %12300 17,300 P&M-0%'Pneumatic tyre! roller 12-15 tonnes hour ,300"03,5 11'%372 '',0351 P&M-0%7

+mooth heele! steel tan!em roller ,- tonnes hour ,300"03,5 105132 '1023' P&M-0'5

c) Materia*

Bitumen emulsion per cent tonne %,3000 '5'3, 1,50535, M-077

13:n case it is !eci!e! y the enineer to lin! the fo spraythe folloin may e a!!e!

Bitumen emulsion for precoatin rit 2 per cent ofrit%3% " 0302

Proi!in layin an! rollin of ituminous col! mi" onprepare! ase consistin of a mi"ture of unheate! mineralareate an! emulsifie! or cutac) itumen inclu!inmi"in in a plant of suitale type an! capacity transportinlayin compactin an! finishin to specifie! ra!es an!leels3

Usin+ !itumen emu*sion and <. mm or 19.2 mm si:e

a++re+ateComposition of mi #'50 tonne$ is assume! to e as un!erE-

By eihtof total

mi"

(rum mi" plant for col! mi"es of appropriate capacityut not less than 75 tonnes/hour3

4ea! K1 )m& P&M-0'7

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148


Spec.

Remar3s(

nput ref.

.iller #lime$ 2 per cent tonne 3000 ''273%1 %'5377 M-1

Areates sie 1 to 35 mm - '50 " 0325 " 1/135 cum 753000 10737' 15032, M-0'5

Areates sie 35 to , mm - '50 " 032 " 1/135 cum 73000 701300 ,07300 M-0'0

Areates sie , to 03075 mm - '50 " 03%, " 1/135 cum 103000 217300 2%'%,300 M-0%0


e) ContractorBs profit $ 0.1 on %a&!&c&d) 210'13%Cost for 205 cum K a@@c@!@e 2%12553%1

Rate per cum ' %a&!&c&d&e)(20 11%1%3''

say 11313.00

%7pp*ica!*e to cases to E)

Note 13(ensity of areates has een assume! 135 ms/cc

.1> Case %ii)

Bitumen 6mulsion per cent

.iller2 per cent

9otal areates 0 per cent


%735 mm to 1 mm25 per cent

1 mm to , mm %0 per cent

, mm to 03075 mm %5 per cent

a) a!ourMate !ay 03'0 15307 1553', 4-12

Ma!oor !ay 1,3000 177307 2%%312 4-1%

Ma!oor s)ille! !ay 53000 20,3 10%'35 4-15

!) Macinery

hour ,3000 1107300 ,,'2300 P&M-077




12035%

Paer finisher hour ,3000 %12300 17,300 P&M-0%'

Pneumatic tyre! roller 12-15 tonnes hour ,300"03,5 11'%372 '',0351 P&M-0%7

+mooth heele! steel tan!om roller ,- tonnes hour ,300"03,5 105132 '1023' P&M-0'5

c) Materia*

Bitumen emulsion per cent tonne %,3000 '5'3, 1,50535, M-077


Areates sie %735 to 1 mm - '50 " 0325 " 1/135 cum 753000 2317 ,21730 M-0'

Areates sie 1 to , mm - '50 " 03% " 1/135 cum 03000 '7321 7,2'30 M-0'7

Areates sie , to 03075 mm - '50 " 03%5 " 1/135 cum 1053000 217300 2275300 M-0%0


e) ContractorBs profit $ 0.1 on %a&!&c&d) 210%153'5

Cost for 205 cum K a@@c@!@e 2%1%',3,

Rate per cum ' %a&!&c&d&e)(20 1125322

say 11#85.00


23 9ac) coat here proi!e! ill e measure! an! pai!separately3

%3 9houh the rollers are re*uire! only for %35 hours each asper norms of output ut these are re*uire! to e aailale atsite for , hours as the !rum mi" plant an! the paer oul!ta)e , hours for mi"in an! pain3 9o cater for the i!leperio! their usae rates hae een multiplie! y a factor of

03,5Usin+ !itumen emu*sion and 1< mm or 28. mm nomina*si:e a++re+ate

Composition of mi #'50 tonne$ is assume! to e asun!erE-

(rum mi" plant for col! mi"es ,0-0 tonne per hourpro!ucin aerae output of 75 tonnes per hour

4ea! K1 )m& P&M-0'7

A!! 10 per cent of cost of carriae to coer cost of loa!in

an! unloa!in

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149


Spec.

Remar3s(

nput ref.

.1> Case %iii)

Cutac) itumen 5 per cent

.iller #lime$ 2 per cent

9otal areates % per cent


1 mm to 35 mm2, per cent

35 mm to , mm%1 per cent

, mm to 03075 mm %, per cent

a) a!our

Mate !ay 03'0 15307 1553', 4-12

Ma!oor !ay 1,3000 177307 2%%312 4-1%

Ma!oor s)ille! !ay 53000 20,3 10%'35 4-15

!) Macinery

hour ,3000 1107300 ,,'2300 P&M-077




12035%


Pneumatic tyre! roller 12-15 tonnes hour ,300"03,5 11'%372 '',0351 P&M-0%7


c) Materia*

Cutac) itumen 5 per cent tonne 223500 ',27'31, 10'11,3,0 M-07,


Areates sie 1 to 35 mm - '50 " 032, " 1/135 cum 73000 10737' ''%3'7 M-0'5

Areates sie 35 to , mm - '50 " 033%1 " 1/135 cum %3000 701300 ,51%300 M-0'0

Areates sie , to 03075 mm - '50 " 03%, " 1/135 cum 103000 217300 2%'%,300 M-0%0

d) "#eread car+es $ 0.1 on %a&!&c) 1%1'7732

e) ContractorBs profit $ 0.1 on %a&!&c&d) 1'',25371Cost for 205 cum K a@@c@!@e 150230

Rate per cum ' %a&!&c&d&e)(20 77,03'0

say 7760.00


.1> Case %i#)

Cutac) itumen 5 per cent


%3 9houh the rollers are re*uire! only for %35 hours each asper norms of output ut these are re*uire! to e aailale atsite for , hours as the !rum mi" plant an! the paer oul!ta)e , hours for mi"in an! pain3 9o cater for the i!leperio! their usae rates hae een multiplie! y a factor of

03,5

Usin+ cut!ac3 !itumen and <. mm or 19.2 mm nomina*

si:e a++re+ate


(rum mi" plant for col! mi"es ,0-0 tonne per hourpro!ucin aerae output of 75 tonnes per hour

4ea! K1 )m& P&M-0'7



%3 9houh the rollers are re*uire! only for %35 hours each asper norms of output ut these are re*uire! to e aailale atsite for , hours as the !rum mi" plant an! the paer oul!ta)e , hours for mi"in an! pain3 9o cater for the i!leperio! their usae rates hae een multiplie! y a factor of03,5

Usin+ cut!ac3 !itumen and 1< mm or 28. mm nomina*si:e a++re+ate

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150


Spec.

Remar3s(

nput ref.

.iller2 per cent

9otal areates % per cent


%735 mm to 1 mm25 per cent

1 mm to , mm %0 per cent

, mm to 03075 mm % per centa) a!our

Mate !ay 03'0 15307 1553', 4-12

Ma!oor !ay 1,3000 177307 2%%312 4-1%

Ma!oor s)ille! !ay 53000 20,3 10%'35 4-15

!) Macinery

hour ,3000 1107300 ,,'2300 P&M-077




12035%


Pneumatic tyre! roller 12-15 tonnes3 hour ,300"03,5 11'%372 '',0351 P&M-0%7


c) Materia*

Cutac) itumen on 5 per cent tonne 223500 ',27'31, 10'11,3,0 M-07,


Areates sie %735 to 1 mm - '50 " 0325 " 1/135 cum 753000 2317 ,21730 M-0'

Areates sie 1 to , mm - '50 " 03% " 1/135 cum 03000 '7321 7,2'30 M-0'7

Areates sie , to 03075 mm - '50 "03% " 1/135 cum 11'3000 217300 2'7%300 M-0%0

d) "#eread car+es $ 0.1 on %a&!&c) 1%0''317

e) ContractorBs profit $ 0.1 on %a&!&c&d) 1'%'23

Cost for 205 cum K a@@c@!@e 157'223'

Rate per cum ' %a&!&c&d&e)(20 7,3,2

say 7700.00


5.1" 20 Sand 7spa*t 6ase Course

Unit = cum

Taking output = #05 cum %450 tonne&

a) a!our

Mate !ay 03'0 15307 1553', 4-12

Ma!oor !ay 1,3000 177307 2%%312 4-1%

Ma!oor s)ille! !ay 53000 20,3 10%'35 4-15

!) Macinery

hour ,3000 2''300 1700'300 P&M-02%

6lectric enerator set 250 8A hour ,3000 %2%7300 1'22300 P&M-01

(rum mi" plant for col! mi"es ,0-0 tonne per hourpro!ucin output of 75 tonnes per hour

4ea! K1 )m& P&M-0'7



%3 9houh the rollers are re*uire! only for %35 hours each asper norms of output ut these are re*uire! to e aailale atsite for , hours as the !rum mi" plant an! the paer oul!ta)e , hours for mi"in an! pain3 9o cater for the i!leperio! their usae rates hae een multiplie! y a factor of03,5

Proi!in layin an! rollin san!-asphalt ase coursecompose! of san! mineral filler an! ituminous in!er on aprepare! su-ra!e or su-ase to the lines leels ra!esan! cross sections as per the !rains inclu!in mi"in in aplant of suitale type an! capacity transportin layincompactin an! finishin3

ot Mi" Plant of appropriate capacity ut not less than75 tonnes/hour

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152


Spec.

Remar3s(

nput ref.

Note O

5.#1 22 Crac3 re#ention Courses

Case %i)

Unit = s$m


a) a!our

Mate !ay 032'0 15307 ''3'2 4-12

Ma!oor !ay ,3000 177307 10,23'2 4-1%

!) Macinery

Mechanical room 1250 s*m per hour hour ,3000 ',5300 270300 P&M-0%1



y!raulic Chip sprea!er hour ,3000 2'2%352 1'5'1312 P&M-025

+mooth heele! roa! roller -10 tonne hour ,3000 ,,5300 %0300 P&M-0''

c) Materia*

Mo!ifie! in!er tonne 3'50 5%%20375 50%130, M-07

Crushe! stone areates 53, mm sie cum 1053000 ''3,7 500300 M-050


e) ContractorBs profit $ 0.1 on %a&!&c&d) ,'%%,35,

Cost for 10500 s*m K a@@c@!@e 70770231,

Rate per sqm ' %a&!&c&d&e)(1000 ,73'0say 67.00

5.#1 Case %ii)

Proposals to use lass fire polypropylene fires or any othersimilar material in a ituminous mi"ture shoul! esustantiate! complete ith all !etails inclu!in test resultsmanufacturerJs recommen!ations for a!!ition or means ofincorporatin the fires homoeneously ithout sereationinto the mi"ture3

Before areein to the use of a fire it shoul! hae eenproe! to e satisfactory in use un!er circumstances similarto the or) elsehere or it oul! hae un!er oneappropriate performance trials3 (ocumente! ei!ence of usean! trials of the fire in any country hain con!itions similarto :n!ian ill e acceptale3

here information on use of trials is ina!e*uate or lac)intrials may e re*uire! to e un!er ta)en efore areein tothe use of the fire3

13 9he mo!ifie! in!er is usually manufacture! y specialise!firms as a proprietary pro!uct3 9he rate for this pro!uct isre*uire! to e ascertaine! from the mar)et3

239he specifications for arious item of roa! or)s usinpolymer/ruer mo!ifie! itumens are same as those for

penetration ra!e itumen e"cept those for any specialcon!itions hich the manufacturer may in!icate3

%39he other controls !urin mi"in layin shall e same asspecifie! in :;C - 1' 2 ' an! 5 for open ra!e! premi"carpet ituminous concrete (BM an! +(BC respectiely3

'39he temperature of mi"in an! rollin ill e slihtly hiherthan conentional ituminous mi"es as in!icate! in 9ale of:;CE +PE 5% - 20023

Stress a!sor!in+ mem!rane %S7M) crac3 ,idt *ess tan8 mm

Proi!in an! layin of a stress asorin memrane oer acrac)e! roa! surface ith crac) i!th elo , mm after

cleanin ith a mechanical room usin mo!ifie! in!ercomplyin ith clause 521 spraye! at the rate of ) per 10s*m an! sprea!in 53, mm crushe! stone areates 0311cum per 10 s*m ith hy!raulic chip sprea!er seepin thesurface for uniform sprea! of areates an! surface finishe!to conform to clause 023

Stress a!sor!in+ mem!rane %S7M) ,it crac3 ,idt 8mm to < mm

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153


Spec.

Remar3s(

nput ref.

Unit = s$m


a) a!our

Mate !ay 032'0 15307 ''3'2 4-12

Ma!oor !ay ,3000 177307 10,23'2 4-1%

!) Macinery


Air compressor 250 cfm capacity hour ,3000 2%37, 17,235, P&M-001



+mooth heele! roa! roller -10 tonne hour ,3000 ,,5300 %0300 P&M-0''c) Materia*

Mo!ifie! in!er tonne 113550 5%%20375 ,155'3,% M-07

Crushe! stone chippin 1132 mm sie cum 1053000 ,553,0 ,%3%2 M-051



Cost for 10500 s*m K a@@c@!@e ,'073,'

Rate per sqm ' %a&!&c&d&e)(1000 23%7

say 8#.00

5.#1 Case %iii)

Unit = s$m


a) a!our

Mate !ay 032'0 15307 ''3'2 4-12

Ma!oor !ay ,3000 177307 10,23'2 4-1%

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

!) Macinery


Air compressor 250 cfm capacity hour ,3000 2%37, 17,235, P&M-001



+mooth heele! roa! roller -10 tonne hour ,3000 ,,5300 %0300 P&M-0''

c) Materia*

Mo!ifie! in!er tonne 153750 5%%20375 %01377 M-07

Crushe! stone areates 1132 mm sie cum 12,3000 ,553,0 2,053 M-051


e) ContractorBs profit $ 0.1 on %a&!&c&d) 10'2231%

Cost for 10500 s*m K a@@c@!@e 115%0'%3'7

Rate per sqm ' %a&!&c&d&e)(1000 1031

say 110.00

Proi!in an! layin of a stress asorin memrane oer acrac)e! roa! surface ith crac) i!th , to mm aftercleanin ith a mechanical room usin mo!ifie! in!ercomplyin ith clause 521 spraye! at the rate of 11 ) per 10s*m an! sprea!in 1132 mm crushe! stone areates 0312 cum per 10 s*m seepin the surface for uniformsprea! of areates an! surface finishe! to conform to

clause 023

Stress a!sor!in+ mem!rane %S7M) crac3 ,idt a!o#e <mm and crac3ed area a!o#e 0 per cent

Proi!in an! layin a sinle coat of a stress asorin

memrane oer a crac)e! roa! surface ith crac) i!thaoe mm an! crac)e! area aoe 50 per cent aftercleanin ith a mechanical room usin mo!ifie! in!ercomplyin ith clause 521 spraye! at the rate of 15 ) per10 s*m an! sprea!in 1132 mm crushe! stone areates 0312 cum per 10 s*m seepin the surface for uniformsprea! of areates an! surface finishe! to conform toclause 023

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154


Spec.

Remar3s(

nput ref.

Note

5.#1 Case%i#) Case ? E @ 6itumen impre+nated +eoteti*e

Unit = s$m


a) a!our

Mate !ay 035,0 15307 10%3,' 4-12

Ma!oor !ay 123000 177307 212'3' 4-1%

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

!) Macinery


Air compressor 250 cfm capacity hour 2300 2%37, 2235% P&M-001

Bitumen pressure !istriutor 1750 s*m per hour tonne 23000 ,30' 17230 P&M-00'

Pneumatic roller hour 23000 11'%372 2273'' P&M-0%7

c) Materia*

tonne %3,0 51%''35 1'30 M-075

Geote"tile inclu!in 10 per cent for oerlaps s*m %503000 ,0375 2%%%3,1 M-10

d) "#eread car+es $ 0.1 on %a&!&c) '%1,32


Cost for %500 s*m K a@@c@!@e 5225,035%

Rate per sqm ' %a&!&c&d&e)(900 1'3%0

say 14".00

N"T/

5.## 1<.9 Recipe Co*d Mi

Unit = cum


Case%i) = mm tic3ness

a) a!our

Mate !ay 13000 15307 15307 4-12

Ma!oor !ay 123000 177307 212'3' 4-1%

Ma!oor s)ille! !ay 53000 20,3 10%'35 4-15

!) Macinery

hour ,3000 2273 1%,732 P&M-0,'



hour ,3000 %12300 17,300 P&M-0%'


12035%

Pneumatic tyre! roller12-15 tonnes3 hour ,300"03,5 11'%372 '',0351 P&M-0%7

+mooth heele! steel roller,- tonnes3 hour ,300"03,5 ,,5300 25%350 P&M-0''

:n case 2n! coat is also re*uire! to e proi!e! materialproi!e! for the 2n! coat shall e as per tale 500-'73

Proi!in an! layin a itumen imprenate! eote"tile layerafter cleanin the roa! surface eote"tile conformin tore*uirements of clause 70%3% lai! oer a tac) coat ith 1305) per s*m of pain ra!e itumen 0 - 100 penetration an!constructe! to the re*uirement of clause 70%3'35

Pain ra!e itumen of 0 - 100 penetration 1305 )per s*m

As itumen oerlay construction shall follo closely the faricplacement on the same !ay an output of %500 s*m only has

een consi!ere! for the analysis hich ill coer a lenth of500 m of 7 m i!e carriaay3 9his can e conenientlyoerlai! y a itumenious course in a !ay3

Proi!in an! layin of premi" of crushe! stone areatesan! emulsion in!er mi"e! in a atch type col! mi"in plantlai! oer prepare! surface y paer finisher rolle! ith apneumatic tyre! roller initially an! finishe! ith a smooth steel

heel roller all as per clause 513%

Batch type col! mi"in plant 100-120 9P capacitypro!ucin an aerae output of 75 tonne per hour


4ea! K1 )m

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155


Spec.

Remar3s(

nput ref.


c) Materia*

Bitumen emulsion '5 litres per tonne tonne 203250 '5'3, 2',13, M-077

Crushe! stone areates '0 mm nominal sie cum 273000 753%5 2252%131' M-055

Cost of ater 4 ,3000 1,7307 10023'1 M-1

d) "#eread car+es $ 0.1 on %a&!&c) 121'3'e) ContractorBs profit $ 0.1 on %a&!&c&d) 1%'1'3%%

Cost for 205 s*m K a@@c@!@e 1'7,1%73,0

Rate per sqm ' %a&!&c&d&e)(20 72003,7

say 7#01.00

Note %Case to )

5.## Case%ii) -0 mm tic3ness

a) a!our

Mate !ay 13000 15307 15307 4-12

Ma!oor !ay 123000 177307 212'3' 4-1%

Ma!oor s)ille! !ay 53000 20,3 10%'35 4-15

!) Macinery

hour ,3000 2273 1%,732 P&M-0,'



hour ,3000 %12300 17,300 P&M-0%'


12035%

Pneumatic tyre! roller 12-15 tonnes3 hour ,300"03,5 11'%372 '',0351 P&M-0%7

+mooth heele! steel roller ,- tonnes3 hour ,300"03,5 ,,5300 25%350 P&M-0''


c) Materia*

Bitumen emulsion 70 litres per tonne tonne %13500 '5'3, 1'''27%37' M-077Crushe! stone areates 1' mm nominal sie cum 273000 75,300 21,72300 M-052

Cost of ater 4 ,3000 1,7307 10023'1 M-1



Cost for 205 s*m K a@@c@!@e 20027,3,%

Rate per sqm ' %a&!&c&d&e)(20 101,3'7

say 101"6.00

5.## Case%iii) 2 mm tic3ness

a) a!our

Mate !ay 13000 15307 15307 4-12

Ma!oor !ay 123000 177307 212'3' 4-1%Ma!oor s)ille! !ay 53000 20,3 10%'35 4-15

!) Macinery

hour ,3000 2273 1%,732 P&M-0,'

13 9hese mi"es are consi!ere! suitale for minor repair or)an! temporary roa! surface improement3

23 :n case concrete mi"tures are re*uire! to e use! formi"in a numer of these ill e nee!e! to match thecapacity of roa! rollers3

%3 9ac) coat here proi!e! ill e measure! an! pai!separately3

'3Both the rollers hae to e aailale at site to match iththe output of atch mi"in plant an! paer finisher3 Amultiplyin factor of 03,5 has een a!opte! to cater for thei!lin perio! of roa! rollers3

Batch type col! mi"in plant100-120 9P capacitypro!ucin an aerae output of 75 tonne per hour


4ea! K1 )m& P&M-0'7


Batch type col! mi"in plant 100-120 9P capacitypro!ucin an aerae output of 75 tonne per hour

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156


Spec.

Remar3s(

nput ref.



hour ,3000 %12300 17,300 P&M-0%'


12035%

Pneumatic tyre! roller hour ,300"03,5 11'%372 '',0351 P&M-0%7

+mooth heele! steel roller hour ,300"03,5 ,,5300 25%350 P&M-0''


c) Materia*

Bitumen emulsion 5 litres per tonne tonne %3250 '5'3, 175%7,037 M-077

Crushe! stone areates , mm nominal sie cum 2703000 ''3,7 1%0,0300 M-050

Cost of ater 4 ,3000 1,7307 10023'1 M-1

d) "#eread car+es $ 0.1 on %a&!&c) 15073,,

e) ContractorBs profit $ 0.1 on %a&!&c&d) 21'5,3'2

Cost for 205 s*m K a@@c@!@e 2%,05,03,,

Rate per sqm ' %a&!&c&d&e)(20 1151'3%

say 11515.00

5.8 0< 6ituminous Concrete ,it Modified 4raded 6itumen

Unit = cum


a) a!our

Mate !ay 03'0 15307 1553', 4-12

!ay 1,3000 177307 2%%312 4-1%


!) Macinery


hour ,3000 %12300 17,300 P&M-0%'




12035%

hour ,300"03,5 ,,5300 25%350 P&M-0''


hour ,300"03,5 105132 '1023' P&M-0'5

c) Materia*

i) 6itumen$ per cent of ,ei+t of mi tonne 223500 5%%20375 1171,31 M-07ii) 7++re+ate





4ea! K1 )m& P&M-0'7


Proi!in an! layin ituminous concrete ith 100-120 9Patch type hot mi" plant pro!ucin an aerae output of 75tonnes per hour usin crushe! areates of specifie!ra!in premi"e! ith ituminous in!er 53' to 53, percent of mi" an! filler transportin the hot mi" to or) sitelayin ith a hy!rostatic paer finisher ith sensor control tothe re*uire! ra!e leel an! alinment rollin ith smooth

heele! iratory an! tan!em rollers to achiee the !esire!compaction as per M>;9 specification clause Io3 50complete in all respects



4ea! K1 )m& P&M-0'7

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157


Spec.

Remar3s(

nput ref.




20 - 10 mm %5 per cent cum 3750 10737' 10501375 M-0'5

10 - 5 mm 2% per cent cum ,53550 701300 '550355 M-0'0

5 mm an! elo '0 per cent cum 11'3000 217300 2'7%300 M-0%0.iller 2 per cent of eiht of areates3 tonne 3,20 ''273%1 %1,%3% M-1

or


1%32 - 10 mm%0 per cent cum 53500 10300 7705300 M-0''

10 - 5 mm 25 per cent cum 713250 701300 '',325 M-0'0




d) "#eread car+es $ 0.1 on %a&!&c) 1,''137


Cost for 11 cum K a@@c@!@e 20%1'5370

Rate per cum ' %a&!&c&d&e)(1<1 10,7032

say 10671.00

5.8 %ii) for 4radin+? %10 mm nomina* si:e)




Rate per cum ' %a&!&c&d&e)(1<1 %Aor 4radin+?) 1051%352

say 10514.00

1.

Unit = cum


a) a!our

Mate !ay 03'0 15307 1553', 4-12

!ay 1,3000 177307 2%%312 4-1%


!) Macinery


hour ,3000 %12300 17,300 P&M-0%'




12035%

hour ,300"03,5 ,,5300 25%350 P&M-0''



%tuI%nou& ?on<rete :-rov%#%n! an# la)%n!K%tuI%nou& <on<rete w%th 033B063 T-H Kat<h t)pe

hot I%x plant pro#u<%n! an avera!e output of 51tonne& per hour u&%n! <ru&he# a!!re!ate& of&pe<%Oe# !ra#%n!, preI%xe# w%th K%tuI%nou& K%n#er 1.8 to 1.7 of I%x an# Oller, tran&port%n! the hotI%x to work &%te, la)%n! w%th a h)#ro&tat%< paverOn%&her w%th &en&or <ontrol to the requ%re# !ra#e,level an# al%!nIent, roll%n! w%th &Iooth wheele#,v%Krator) an# tan#eI roller& to a<h%eve the #e&%re#<oIpa<t%on a& per ME9TH &pe<%O<at%on <lau&e o.134 <oIplete %n all re&pe<t&= w%th ulk QD23%tuIen.



4ea! K1 )m

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158


Spec.

Remar3s(

nput ref.

hour ,300"03,5 105132 '1023' P&M-0'5

c) Materia*

i) 6itumen$ per cent of ,ei+t of mi tonne 223500 '75%3,' 10,,'13 M-07' B

ii) 7++re+ate







20 - 10 mm %5 per cent cum 3750 10737' 10501375 M-0'5

10 - 5 mm 2% per cent cum ,53550 701300 '550355 M-0'0

5 mm an! elo '0 per cent cum 11'3000 217300 2'7%300 M-0%0


or


1%32 - 10 mm%0 per cent cum 53500 10300 7705300 M-0''

10 - 5 mm 25 per cent cum 713250 701300 '',325 M-0'0




d) "#eread car+es $ 0.1 on %a&!&c) 155'%'3%0


Cost for 11 cum K a@@c@!@e 1075530'

Rate per cum ' %a&!&c&d&e)(1<1 ',3

say "847.00

%ii) for 4radin+? %10 mm nomina* si:e)

d) "#eread car+es $ 0.1 on %a&!&c) 152'37%

e) ContractorBs profit $ 0.1 on %a&!&c&d) 1,2''370

Cost for 11 cum K a@@c@!@e 150,137'

Rate per cum ' %a&!&c&d&e)(1<1 %Aor 4radin+?) ,3'

say "68".00

Note



13 Althouh the rollers are re*uire! only for % hours as pernorms of output ut the same hae to e aailale at site forsi" hours as the hot mi" plant an! paer ill ta)e si" hours formi"in an! pain the output of '50 tonnes consi!ere! in thisanalysis3 9o cater for the i!le perio! of these rollers their

usae rates hae een multiplie! y a factor of 03,53



'3 :n case BC is lai! oer freshly lai! tac) coat proision ofmechanical room an! 2 ma!oors shall e !elete! as thesame has een inclu!e! in the cost of tac) coat3

53 9he in!ii!ual !ensity for each sie of areates to euse! for construction i3e3 %735-25 mm 25-10 mm etc3 shoul!e foun! in the laoratory an! accor!inly the *uantitiesshoul! e ammen!e! for use in fiel!3 9he aerae !ensity of135 tonne/cum is only a reference !ensity in this (ata Boo)3

,3 9he in!ii!ual percentae of areates shoul! ecalculate! from the total eiht of !ry areates i3e33e"clu!in the eiht of itumen3 9he eiht of filler ill alsoe 2 per cent y eiht of !ry areates3

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122

C7T/R? 8

C/M/NT C"NCR/T/ 7E/M/NTS


6.1 601 Dry ean Cement Concrete Su!? !ase

Unit = cum

Taking output = 450 cum %""0 tonne&

a) a!our

Mate !ay 13120 15307 20732 4-12

Ma!oor s)ille! !ay ,3000 20,3 12'13' 4-15

Ma!oor !ay 223000 177307 %535' 4-1%

!) Macinery


Cement concrete atch mi" plant 75 cum per hour hour ,3000 2052300 12%12300 P&M-0,

6lectric enerator 100 8A hour ,3000 1,300 101300 P&M-00

Paer ith electronic sensor hour ,3000 %12300 17,300 P&M-0%'

8iratory roller -10 t capacity hour 3000 177300 1'2%2300 P&M-05

<ater tan)er, 4 capacity hour 3000 11132' 32 P&M-0,0

9ipper tonne3)m 0 " 4 23, 2,513,2

2,531,

c) Materia*

cum '053000 0300 %27,'5300

cum 20%3000 20%375 '1%,231' M-00'

Cement 150 )/cum of concrete tonne ,73500 573'7 %073'7 M-01

Cost of ater 4 '3000 1,7307 01327 M-1

d) "#eread car+es $ 0.1 on %a&!&c) %535%


Cost for '50 cum K a@@c@!@e 1015103%7

Rate per cum ' %a&!&c&d&e)(-0 225735

say ##58.00

9ote

6.# 60# Cement Concrete a#ement

Unit = cum

Taking output = 1050 cum %#415 tonne&

a) a!our

Mate !ay 23000 15307 %7031' 4-12

Ref. toMoRTSpec.

Remar3s(nput ref.

Construction of !ry lean cement concrete +u- ase oer aprepare! su-ra!e ith coarse an! fine areate

conformin to :+E %% the sie of coarse areate note"cee!in 25 mm areate cement ratio not to e"cee!15E1 areate ra!ation after len!in to e as per tale,00-1 cement content not to e less than 150 )/ cumoptimum moisture content to e !etermine! !urin triallenth construction concrete strenth not to e less than 10Mpa at 7 !ays mi"e! in a atchin plant transporte! to sitelai! ith a paer ith electronic sensor compactin ith -10 tonnes iratory roller finishin an! curin3

4ea! K1 )m& P&M-0'7


Crushe! stone coarse areate of 25 mm an! 1235mm nominal sies ra!e! as per tale ,00-1 030cum/cum of concrete conformin to clause ,02323'3

M-052 an!M-05'

Coarse +an! as per :+E %% 03'5 cum/cum ofconcrete

Duantity proi!e! for areate is for estimatin purpose36"act *uantity shall e as per mi" !esin3

Construction of un-reinforce! !oel ointe! plain cementconcrete paement oer a prepare! su ase ith '% ra!ecement '00 ) per cum coarse an! fine areateconformin to :+ %% ma"imum sie of coarse areatenot e"cee!in 25 mm mi"e! in a atchin an! mi"in plantas per approe! mi" !esin transporte! to site lai! ith afi"e! form or slip form paer sprea! compacte! an!finishe! in a continuous operation inclu!in proision ofcontraction e"pansion construction an! lonitu!inal oints

oint filler separation memrane sealant primer ointsealant !eon!in strip !oel ar tie ro! a!mi"tures asapproe! curin compoun! finishin to lines an! ra!es asper !rain

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123


Remar3s(nput ref.

Ma!oor s)ille! !ay 153000 20,3 %10'35 4-15

Ma!oor !ay %53000 177307 ,173'5 4-1%

!) Macinery

;oa! +eeper 1250 s*m per hour hour 2300 ',5300 1%02300 P&M-0%1

.ront en! loa!er 1 cum uc)et capacity hour 13000 11300 21%'300 P&M-017

hour ,3000 '773,' 27253' P&M-0,7

6lectric enerator 250 8A hour ,3000 %2%7300 1'22300 P&M-01

+lip form paer ith electronic sensor hour ,3000 2,%73%, 152'31, P&M-00,

<ater tan)er, 4 capacity hour %,3000 11132' '00'3,' P&M-0,0

9ransit truc) aitator 5 cum capacity3 tonne3)m 2'15"4 '3%2 10'%230

10'%32

Concrete oint cuttin machine 3 hour 123000 21'32 25730' P&M-0%

9e"turin machine 3 hour 123000 71350 5735 P&M-0

c) Materia*

cum '53000 0300 7,'505300

cum '7%3000 20%375 ,%7532 M-00'

Cement '% ra!e '00 )/cum of concrete tonne '1'3000 573'7 2%,'2311 M-01

%2 mm mil! steel !oel ars of ra!e + 2'0 tonne 3'50 ',03, ',012,3 M-12,

1, mm !eforme! steel tie ars of ra!e + '15 tonne 13170 ',0530% 5%307 M-02

s*m %,753000 11300 '0'131' M-1,'

s*m 1,3%%0 70307 115,237 M-1'1

=oint sealant ) 753000 1731 15503, M-120

+ealant primer ) 11,3,70 301 10503, M-07

Plastic sheath1325 mm thic) for !oel ars s*m ',3,70 103, 5113, M-1%

Curin compoun! liter 1503000 131% 1,553,5 M-00

) 20703000 112377 2%%'%,307 M-10

Cost of ater 4 21,3000 1,7307 %,0,37' M-1

'27372

d) "#eread car+es $ 0.1 on %a&!&c) ''%7003,


Cost for 1050cum K a@@c@!@e 5%,71357

Rate per cum ' %a&!&c&d&e)(100 511%31%

say 5113.00

9ote

8.9 603 Ro**ed Cement Concrete 6ase

Unit = cum

Cement concrete atch mi" plant 175 cum per hour

#effectie output$

4ea! K1 )m& P&M-050


Crushe! stone coarse areates of 25mm an!1235mm nominal sie 030 cum/cum of concreteconformin to clause ,02323'3 3

M-052 an!M-05'

+an! as per :+E %% an! conformin to clause ,02323' 03'5 cum/cum of concrete

+eparation Memrane of impermeale plastic sheetin125 micron thic)

Pre moul!e! =oint filler 25 mm thic) for e"pansion oint3

+uper plastisier a!mi"ture :+ mar)e! as per 10%-1 035 per cent y eiht of cement

A!! 1 per cent of material for cost of miscellaneousmaterials li)e tarpauline essian cloth metal cap cotton /compressile spone an! cra!le for !oel ars or)ri!es for men to approach concrete surface ithout

al)in oer it cuttin la!es an! ites minor e*uipmentsli)e scalin machine threa!s ropes ui!e ires an! anyother unforeseen items3

9he *uantities for cement coarse areate an! fineareates are for estimatin only 39he e"act *uantities ille as per mi" !esin3

Construction of rolle! cement concrete ase course ithcoarse an! fine areate conformin to :+E%% the sie ofcoarse areate not e"cee!in 25 mm ith minimumareate cement ratio15E1 an! minimum cement content of200 )/cum areate ra!ation to e as per tale ,00-'after len!in mi"in in atchin plant at optimum moisturecontent transportin to site layin ith a paer ith

electronic sensor compactin ith -10 tonnes smooth heele! iratory roller to achiee the !esine! fle"uralstrenth finishin an! curin3

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124


Remar3s(nput ref.


a) a!our

Mate !ay 13200 15307 22230 4-12

Ma!oor s)ille! !ay 73000 20,3 1''3% 4-15

Ma!oor !ay 2%3000 177307 '0723,1 4-1%

!) Macinery




Paer ith electronic sensor 75 cum/hr3 hour ,3000 %12300 17,300 P&M-0%'


<ater tan)er ith 5 )m lea! , 4 capacity hour 3000 11132' 32 P&M-0,0

9ipper tonne3)m 0"4 23, 2,513,2

2,531,

c) Materia*cum '053000 0300 %27,'5300

cum 20%3000 20%375 '1%,231' M-00'

Cement 200 )/cum of concrete tonne 03000 573'7 5210523,% M-01

Cost of ater 4 '3000 1,7307 01327 M-1

d) "#eread car+es $ 0.1 on %a&!&c) 702537'


Cost for '50cum K a@@c@!@e 117'0113'2

Rate per cum ' %a&!&c&d&e)(-0 2,031

say #60".00

9ote

8.- 9e) Transition Section !et,een Ri+id and A*ei!*e a#ement

8. uggestie

Unit = cum

4ea! K1 )m& P&M-0'7


Crushe! stone coarse areates of 25mm an!1235mm nominal sie 030 cum/cum of concreteconformin to clause ,02323%3

M-052 an!M-05'

+an! as per :+E %% an! conformin to clause ,02323% 03'5 cum/cum of concrete


(ue to chane in the properties of materials an! type ofconstruction a ra!ual chaneoer from rii! paement tofle"ile paement is !esirale to aoi! any !amae at theuttin oint3 After proision of an e"pansion oint in thecement concrete sla the thic)ness of sla shoul! etapere! to 10 cm oer a lenth of % m toar!s the fle"ilepaement3 9he !eficiency of thic)ness cause! !ue totaperin of the sla shoul! e ma!e up y the asphaltic

layers3

9he *uantities of items shoul! e or)e! out ase! on theapproe! !esin an! !rains an! price! as per rates ienun!er respectie clauses for cement concrete an! asphaltic

or)3

Construction of 6ase(Su!?6ase of a#ement ,it eanConcrete ? A*yas.

Construction of Base/su-ase usin cement san! fly ashan! coarse areates proportione! as per tale ' of :;CE7'/17 an! ith ater content ratio slump an!compressie strenth as !efine! in the sai! tale mi"prepare! in a atchin an! mi"in plant an! compacte! itha iratory roller -10 tonnes capacity ithin the time limit

lai! !on i!e clause 73,3% of :;CE 7'-17 construction oints properly forme! at the en! of !ayJs or) cure! for 1'!ays all as specifie! in :;CE 7'-17 an! as per approe!plans3

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125


Remar3s(nput ref.


a) a!our

Mate !ay 13120 15307 20732 4-12

Ma!oor s)ille! !ay ,3000 20,3 12'13' 4-15

Ma!oor !ay 223000 177307 %535' 4-1%

!) Macinery




Paer finisher ith electronic sensor hour ,3000 %12300 17,300 P&M-0%'


<ater tan)er, 4 capacity hour 3000 11132' 32 P&M-0,0

9ipper 10 9 Capacity tonne3)m 0 " 4 23, 2,513,2

2,531,

c) Materia*

cum '053000 753%5 %071%%3%7 M-055

Coarse +an! as per :+E %% - 170 cum 1103,0 20%375 22,035 M-00'

Cement 150 )/cum of concrete tonne ,73500 573'7 %073'7 M-01

.ly ash conformin to :+E %12 # Part :: $ cum 135'0 0300 0300 M-011



Cost for '50cum K a@@c@!@e 5,,317

Rate per cum ' %a&!&c&d&e)(-0 21%03''

say #130.00

9ote

8.8 uggestie Cement ? A*yas Concrete a#ement.

Unit = cum

Taking output = 1050 cum %#415 tonne&

a) a!our

4ea! K1 )m& P&M-0'7


Crushe! stone coarse areate of '0 mm nominalsie 030 cum/cum of concrete conformin to tale 2of :;CE 7'-173

# 9otal fine areates K '50 " 03'5 K 202350 cum 9o e!ii!e! in ratio of 2 san! E 13,5 flyash3 ;efer tale ' of :;CE7'-17$3

13(epen!in upon approe! !esins crushe! stoneareates of nominal sie 20mm can also e use! as perra!ation ien in tale 2 of :;CE 7'-173

239he ratio of specific raities of fly ash an! san! has eenassume! to e 03273

%39he *uantities of materials ien in the analyses are forestimatin purposes3 Actual *uantities shall e as per omi" formula3

'3Construction proce!ure as lai! !on in clause of :;CE 7'-17 shall e folloe!3

Construction of un-reinforce! !oel ointe! plain cementconcrete paement oer a prepare! su ase ith '% ra!ecement coarse an! fine areate conformin to :+ %%ma"imum sie of coarse areate not e"cee!in 25 mmreplacin cement y fly ash to the e"tent of 15 per cent an!san! y 10 per cent mi"e! in a atchin an! mi"in plant asper approe! mi" !esin transporte! to site lai! ith a fi"e!form or slip form paer sprea! compacte! an! finishe! in acontinuous operation inclu!in proision of contractione"pansion construction an! lonitu!inal oints oint fillerseparation memrane sealant primer oint sealant!eon!in strip !oel ar tie ro! a!mi"tures as approe!curin compoun! finishin to lines an! ra!es as per

!rain

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126


Remar3s(nput ref.

Mate !ay 23000 15307 %7031' 4-12

Ma!oor s)ille! !ay 153000 20,3 %10'35 4-15

Ma!oor !ay %53000 177307 ,173'5 4-1%

!) Macinery

;oa! +eeper 1250 s*m per hour hour 2300 ',5300 1%02300 P&M-0%1

.ront en! loa!er 1 cum uc)et capacity hour 13000 11300 21%'300 P&M-017

hour ,3000 '773,' 27253' P&M-0,7

6lectric enerator 250 8A hour ,3000 %2%7300 1'22300 P&M-01

+lip form paer ith electronic sensor hour ,3000 2,%73%, 152'31, P&M-00,

<ater tan)er, 4 capacity hour %,3000 11132' '00'3,' P&M-0,0

9ransit truc) aitator 5 cum capacity3 tonne3)m 2'15"4 '3%2 10'%230

10'%32

Concrete oint cuttin machine 3 hour 123000 21'32 25730' P&M-0%

9e"turin machine 3 hour 123000 71350 5735 P&M-0

c) Materia*

cum '53000 0300 7,'505300

+an! as per :+E %% an! conformin to clause ,02323' cum '253000 20%375 ,553,1 M-00'

Cement '% ra!e tonne %573000 573'7 20,,'2311 M-01

.ly ash conformin to :+E %12-1,, #Part-:$ tonne 103000 0300 0300 M-011

%2 mm mil! steel !oel ars of ra!e + 2'0 tonne 3'50 ',03, ',012,3 M-12,

1, mm !eforme! steel tie ars of ra!e + '15 tonne 13170 ',0530% 5%307 M-02

s*m %,753000 11300 '0'131' M-1,'

s*m 1,3%%0 70307 115,237 M-1'1

=oint sealant ) 753000 1731 15503, M-120

+ealant primer ) 11,3,70 301 10503, M-07

Plastic sheath1325 mm thic) for !oel ars s*m ',3,70 103, 5113, M-1%

Curin compoun! liter 1503000 131% 1,553,5 M-00

) 20703000 112377 2%%'%,307 M-10

Cost of ater 4 21,3000 1,7307 %,0,37' M-1

%%131

d) "#eread car+es $ 0.1 on %a&!&c) '0%%315

e) ContractorBs profit $ 0.1 on %a&!&c&d) '50%213'7

Cost for 1050cum K a@@c@!@e '5%5%,317

Rate per cum ' %a&!&c&d&e)(100 '7173,5

say 4718.00

Note

;Ca*cu*ation of cementF sand and f*y as.

Cement concrete atch mi" plant 175 cum per hour#effectie output$

P&M-0504ea!K 1 )m


Crushe! stone coarse areates of 25mm an!1235mm nominal sie 030 cum/cum of concreteconformin to clause ,02323'3

M-052 an!M-05'

+eparation Memrane of impermeale plastic sheetin125 micron thic)

Pre moul!e! =oint filler 25 mm thic) for e"pansion

+uper plastisier a!mi"ture :+ mar)e! as per 10%-1 035 per cent y eiht of cement

A!! 1 per cent of material for cost of miscellaneousmaterials li)e tarpauline essian cloth metal cap cotton /compressile spone an! cra!le for !oel ars or)ri!es for men to approach concrete surface ithout

al)in oer it cuttin la!es an! ites minor e*uipments

li)e scalin machine threa!s ropes ui!e ires an! anyother unforeseen items3


23:;CE ,-17, may e referre! for ui!elines on the !esin

of cement-fly ash concrete for rii! paement construction3

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'*?C-'

127


Remar3s(nput ref.

A*y as Tota* f*y as ' - & 8- ' 10< tonnes.

Cement '00 )/cum K 1050 " '00 K '20 tonnes3 15 percent of cement to e replace! y fly ash K ,% tonnes3Balance cement K %57 tonnes3 Duantity of fly ash K ,% "specific raity of fly ash /specific raity of cement K ,% "2325/%315 K '5 tonnes3

+an! 03'5 cum / cum of concrete K 1050 " 03'5 K '72350

" 13, K 75, tonnes310 per cent to e replace! y flyash3Balance san! K 75, " 03 K ,03' tonnes K ,03' / 13, K'25 cum3 Duantity of flyash K #75,-,03'$ " specific raityof fly ash/specific raity of san! K 7,3' " 2325 / 23,7 K,%37 tonnes #say ,' tonnes$

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127

C7T/R?=

4/"SINT/TCS 7ND R/NA"RC/D /7RT


=.1 =02 Su!?Surface Drain ,it 4eoteti*es

Unit = ?unning mete


a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor s)ille! !ay 03250 20,3 51375 4-15

Ma!oor !ay 03500 177307 35' 4-1%

!) Materia*

Geonets s*m 13000 77351 77351 M-107

Geomemrane s*m 13000 77351 77351 M-10,

Geote"tile s*m 23000 ,0375 121350 M-10

535%

c) "#eread car+es $ 0.1 on %a&!) '237


Rate per metre ' a&!&c&d 513

say 5#0.00

Note

=.2 =02.- Narro, Ai*ter Su!?Surface Drain

Unit = ?unning mete lengt!


a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor s)ille! !ay 03250 20,3 51375 4-15

Ma!oor !ay 03500 177307 35' 4-1%

!) Materia*

Perforate! eosynthetic pipe 150 mm !ia metre 13000 ,532, ,532, M-1%'

Geote"tile filter faric s*m 13250 ,0375 753' M-10

232

c) "#eread car+es $ 0.1 on %a&!) 2317


Rate per metre ' a&!&c&d %5237

say 353.00

Note

=.9 =09 ayin+ a#in+ Aa!ric 6eneat a a#ement "#er*ay

Unit = s$m

Ref. toMoRTSpec.

Remar3s(nput ref.

Construction of su surface !rain 200 mm !ia usin eote"tilestreate! ith caron lac) ith physical properties as ien in

clause 702323% forme! in to a stale netor) an! a planareocomposite structure oints rappe! ith eote"tile to preentinress of soil all as per clause 702 an! approe! !rainsinclu!in e"caation an! ac)fillin

Geonets eomemrane an! eote"tile to ma)e planareocomposite stale netor) for su surface !rain inclu!in

rappin of oints ith 1,0 mm oer lappin ith eote"tile 3

A!! 2 per cent cost of material for miscellaneous items li)esynthetic cor!

+urplus e"caate! material to e use! at site3 ence seprate costfor !isposal not a!!e!3

Construction of a narro filter susurface !rain consistin ofporous or perforate! pipe lai! in narro trench surroun!e! y aeote"tile filter faric ith a minimum of '50 mm oerlap of farican! installe! as per clause 7023% an! %03%35 inclu!in e"caationan! ac)fillin

A!! 2 per cent cost of material for miscellaneous item li)esynthetic cor!

+urplus e"caate! material to e use! at site3 ence +eparate costfor !isposal not a!!e!3

Proi!in an! layin pain faric ith physical re*uirements asper tale 70'-2 oer a tac) coat of pain ra!e Bitumen 0-100penetration lai! at the rate of 1 ) per s*m oer thorouhlycleane! an! repaire! surface to proi!e a ater resistantmemrane an! crac) retar!in layer3 Pain faric to e free of

rin)lin an! fol!in an! to e lai! efore coolin of tac) coatroomin an! rollin of surface ith pneumatic roller to ma"imisepain faric contact ith paement surface

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128


Remar3s(nput ref.

Taking output = #800 s$m

a) a!our

Mate !ay 0300 15307 1'30, 4-12

Ma!oor !ay 203000 177307 %5'13'0 4-1%

!) Macinery

;oa! seeper 1250 s*m per hour hour 232'0 ',5300 10'13,0 P&M-0%1

Pneumatic roller 1' tonnes 2000 s*m per hour hour 13'00 11'%372 1,01321 P&M-0%7Bitumen pressure !istriutor 1750 s*m per hour hour 13,0 ,30' 1,5,355 P&M-00'

c) Materia*

Pain .aric s*m 2'03000 ,0375 17,03,, M-1%%

Pain Bitumen 0-100 tonne 2300 51%''35 1'%7,'35 M-075

c) "#eread car+es $ 0.1 on %a&!) %%0%,3%%

d) ContractorBs profit $ 0.1 on %a&!&c) %,%%37

Cost for 200 s*m K a@@c@!@e %7%3,%

Rate per sqm '%a&!&c&d&e)(2>00 1'237,

say 143.00

=.- =0- ayin+ 6ou*der 7pron in Crates of Syntetic 4eo+rids

Unit = cum

Taking output = 3.00 cum a) a!our

Mate !ay 030,0 15307 11310 4-12

Ma!oor s)ille! !ay 03500 20,3 10%350 4-15

Ma!oor !ay 13500 177307 2,53,1 4-1%

!) Materia*

Geo ri!s s*m 213000 77351 1,27372 M-105

Connectors/ +taples each 503000 L8A4?6N L8A4?6N M-05

Polymer rai!s metre 203000 L8A4?6N L8A4?6N M-1'0

+tones ith minimum sie of 200 mm cum %3'50 %'%37 11,307 M-00%

+tones spall for fillin oi!s cum 03'50 %17310 1'2370 M-00

c) "#eread car+es $ 0.1 on %a&!) L8A4?6N

d) ContractorBs profit $ 0.1 on %a&!&c) L8A4?6N

Cost for % cum K a@@c@! L8A4?6N

Rate per cum ' %a&!&c&d)( 9 L8A4?6N

say ;

=. 9100 Reinforced /art Structures

;einforce! earth +tructures hae four main components as un!erE

$ .acia material an! its placement3

/ac component is ana*ysed separate*y as under@

consi!erin Aerae heiht of all K m3

Proi!in preparin an! layin of eori! crate! apron 1 m " 5 m,00 mm thic) inclu!in e"caation an! ac)fillin ith affles at 1

metre interal ma!e ith eori!s hain characteristics as perclause 70'32 oinin si!es ith connectors/rin staples top cornersto e tie tensione! placin of suitale cross interal ties in layers of%00 mm connectin opposite si!e ith lateral races an! tie! ithpolymer rai!s to aoi! ulin constructe! as per clause 70'3%3fille! ith stone ith minimum sie of 200 mm an! specific raitynot less than 23,5 pac)e! ith stone spalls )eye! to thefoun!ation recess in case of slopin roun! an! lai! oer a layer ofeote"tile to preent miration of fines all as per clause 70' an!lai! as per clause 250%3% an! approe! !esin3

a$ 6"caation for foun!ation foun!ation concrete an! cementconcrete rooe! seatin in the foun!ation for facin elements#facia material$3

c$ Assemlin oinin ith facin elements an! layin of thereinforcin elements3

!$ 6arth fill ith ranular material hich is to e retaine! y the all3

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129


Remar3s(nput ref.

=. 9102 %i) 7ssem!*in+F Joinin+ and *ayin+ of reinforcin+ e*ements.

7

Unit = ?unning ete

Taking Output = 450 ma) a!our

Mate !ay 03%,0 15307 ,,3,% 4-12

Ma!oor !ay ,3000 177307 10,23'2 4-1%

Ma!oor s)ille! !ay %3000 20,3 ,2037 4-15

!) Materia*

;einforcement strips ,0 mm i!e 5 mm thic) as per clause %1023

13Galanise! caron steel strips metre '50131 '03%2 2%7753, M-15'

or

23Copper +trips metre '50131 '03%2 2%7753, M-15%

or

%3Aluminium +trips metre '50131 2%730% 117%23 M-157

or

'3+tainless steel strips metre '50131 2%730% 117%23 M-15,

or

metre '50131 '03%2 2%7753, M-155

1.4a*#anised car!on stee* strips

c) "#eread car+es $ 0.1 on %a&!) 2%5030


Cost of '50 m K a@@c@! 27'10377

Rate per metre '%a&!&c&d)(-0 ,%3,

say 63".00

2.Copper Strips

c) "#eread car+es $ 0.1 on %a&!) 2%5030


Cost of '50 m K a@@c@! 27'10377

Rate per metre '%a&!&c&d)(-0 ,%3,

say 63".00

9.7*uminium Strips

c) "#eread car+es $ 0.1 on %a&!) 11073


Cost of '50 m K a@@c@! 1'2'3,7

Rate per metre '%a&!&c&d)(-0 %1735'

say 318.00

-.Stain*ess stee* strips

c) "#eread car+es $ 0.1 on %a&!) 11073


Cost of '50 m K a@@c@! 1'2'3,7

Rate per metre '%a&!&c&d)(-0 %1735'

say 318.00

Hit reinforcin+ e*ement of stee* ( 7*uminium strips (po*ymeric strips.

53Glass reinforce! polymer/fire reinforce! polymer/polymericstrips

Any one of the aoe alternatie may e a!opte! as perapproe! !esin3

A!! 10 per cent of the cost of reinforcin strip toar!s accessoriesli)e tie-strips nuts an! olts an! loops/lus for oinin reinforcinelements ith the facia pannels oerlaps heat on!in ore"tension3

9ype1

9ype2

9ype%

9ype'

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130


Remar3s(nput ref.

c) "#eread car+es $ 0.1 on %a&!) 2%5030


Cost of '50 m K a@@c@! 27'10377

Rate per metre '%a&!&c&d)(-0 ,%3,say 63".00

=.%i) 6 Hit reinforcin+ e*ements of syntetic +eo+rids

Unit = s$m


a) a!our

Mate !ay 03%,0 15307 ,,3,% 4-12

Ma!oor !ay ,3000 177307 10,23'2 4-1%

Ma!oor s)ille! !ay %3000 20,3 ,2037 4-15

!) Materia*

s*m %003000 53 257,7305 M-11

257,371

c) "#eread car+es $ 0.1 on %a&!) %003%

d) ContractorBs profit $ 0.1 on %a&!&c) %%103%1

Cost of %00 s*m of +ynthetic eori!s K a@@c@! %,'1%3',

Rate per sqm ' %a&!&c&d)( 900 1213%

say 1#1.00

=. 910- %ii) Aacin+ e*ements of RCC

Unit = s$m


a) a!our

Mate !ay 0310 15307 %%3%1 4-12

Ma!oor !ay %3000 177307 5%1321 4-1%

Ma!oor s)ille! !ay 13500 20,3 %103' 4-15

!) Macinery

4iht crane ith liftin capacity upto % tonne hour ,3000 5%5300 %210300 P&M-01%

c) Materia*

cu3m 1%3500 %72300 50%'1350

+( steel 5 ) / s*m #;efer :tem 123,$ tonnes 03%0 ,%27300 2,%''32, :tem 1%3,

15%%372

d) "#eread car+es $ 0.1 on %a&!) '0350

e) ContractorBs profit $ 0.1 on %a&!&d) ''3%5

Cost for 75 s*m K a@@c@!@e %1,23%%

Rate per sqm ' %a&!&c&d&e)( = 1103%

say 110".00

Note

9ype5

.4*ass reinforced po*ymer(fi!re reinforced po*ymer(po*ymericstrips

+ynthetic Geori!s as per clause %1023 an! approe!!esin an! specifications3

A!! 10 per cent of the cost of reinforcin elements #syntheticeori!s$ for accessories li)e tie-strips nuts an! olts an!loops/lus for oinin reinforcin elements ith the faciapannels oerlaps an! other protectie elements for syntheticeori!s3

Pre-cast ;CC M-%5 facin elements of sie as per !esin an!1 cm thic) for 75 s*m3 #;efer :tem 12.> %)$

:tem 123 #$Case :

A!! 2 per cent of cost of facia pannels for all necessary temporaryform or) scaffol!in an! proision of loops/lus for liftin ofpannels an! oinin the reinforcin elements3

139he specification an! construction !etails to e a!opte! shall eas per section %100 of Mo;9 +pecification3

23(rainae arranement shall e ma!e as per approe! !esinan! !rains3

%39he *uantity of filler me!ia shall e calculate! as per approe!!esin an! specifications an! shall e price! separately39he ratefor same to e a!opte! from chapter 153

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131


Remar3s(nput ref.

1239he cost of reinforce! earth retainin all shall inclu!e folloinE

#:$ 6"caation for foun!ation inclu!in ac)fillin3

#ii$ .oun!ation concrete as per approe! !esin3

#iii$ Cost of facial pannels an! their erection 3

'36"caation for foun!ation inclu!in foun!ation concrete an!rooe in the foun!ation for seatin of ottom most facia panel an!cappin eam to e calculate! as per !esin an! price! separately39he rates for e"caation an! foun!ation concrete shall e ta)enfrom the chapter 12 & 1% in ri!e section3

539he earth fill to e retaine! is not inclu!e! in this analysis3 9hesame is to e or)e! out an! proi!e! separately complete as perclause %053

,3.or compaction of 6arthor) attention is inite! to clause %10535of Mo;9 +pecification3

734enth of reinforcin strips ill ary ith the heiht of all an! ille as per approe! !esin an! !rains3

39he type of reinforcin elements to e a!opte! shall e as perapproe! !esin an! specifications3

39he mar)et rate for supply of reinforcin elements an! theiraccessories are to e ascertaine! from repute! firms in the fiel! ofearth reinforcement3

1039he earth fill material shall e c lean free !rainin ranular ith

hih friction an! lo cohesion non-corrosie coarse raine! ithnot 10 per cent of particles passin 75 micron siee free of any!eleterious matter chlori!es salts aci!s al)alies mineral oilfunus an! microes an! shall e of specifie! P alue3

113Cappin eam is to e price! separately as per approe!!esin3 9he rate for cement concrete shall e ta)en from thechapter of su-structure in ri!e section3

#i$ Cost of reinforcin elements inclu!in their fi"in an! oinin ith the facial pannels3

#$ (rainae arranement inclu!in filter me!ia as per approe!!esin an! !rains3

1%3 9he compacte! earth fillin to e retaine! shall form part ofeman)ment3

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132

C7T/R?>

TR7AAC S4NSF M7R5N4S G "T/R R"7D 7URT/N7NC/S

Sr No Description Unit Quantity Rate Rs

>.1 -0> Cast in +itu Cement Concrete M20 er

Unit = ?unning mete


7. Usin+ Concrete Mier

Cement Concrete

Cement concrete of ra!e M20 K 123,0 cum

Cement concrete of ra!e M10 for aseK 113,1 cum

a) a!our

Mate !ay 03720 15307 1%%325 4-12Mason !ay 23000 2%'32 ',35 4-11

Ma!oor !ay 1,3000 177307 2%%312 4-1%!) Macinery

er castin machine ,0 metres/hour hour ,3000 27372 1,73%2 P&M-02Concrete mi"er 03'/032 cum capacity hour 123000 2113, 25'031, P&M-00<ater tan)er, 4 capacity hour 53000 11132' 55,320 P&M-0,0

c) Materia*

cum 21370,2350 17%32 M-05%

Coarse san! %0 per cent cum 10300 20%375 222032 M-005Cement 11 per cent tonne 53700 573'7 %%000300 M-01Cost of ater 4 %03000 1,7307 5012305 M-1

d) "#eread car+es $ 0.1 on %a&!&c) ,72%3,5

e) ContractorBs profit $ 0.1 on %a&!&c&d) 7%,302

Cost for %,0 meter K a@@c@!@e 1%5,31

Rate per metre ' %a&!&c&d&e)(980 2253say ##6.00

6 Usin+ Concrete 6atcin+ and Miin+ *ant

Cement Concrete

Cement concrete of ra!e M20 K 123,0 cum

Cement concrete of ra!e M10 for ase K 113,1 cum

a) a!our

Mate !ay 03120 15307 22321 4-12Mason !ay 13000 2%'32 2%'32 4-11Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery

er castin machine ,0 metres/hour hour ,3000 27372 1,73%2 P&M-02Concrete atchin an! mi"in plant 15 cum/hr3 hour 13,00 170'32' 272,37 P&M-00%

<ater tan)er, 4 capacity hour 53000 11132' 55,320 P&M-0,09ipper 535 cum capacity hour ,3000 7%300 52%300 P&M-0'

c) Materia*

cum 21370,2350 17%32 M-05%

Coarse san! %0 per cent cum 10300 20%375 222032 M-00'Cement 11 per cent tonne 53700 573'7 %%000300 M-01Cost of ater 4 %03000 1,7307 5012305 M-1

d) "#eread car+es $ 0.1 on %a&!&c) ,%3,


Cost for %,0 meter K a@@c@!@e '50235,

Rate per metre ' %a&!&c&d&e)(980 2%'37%

say #35.00

>.2 -0> Cast in Situ Cement Concrete M 20 5er! ,it Canne*

Ref. toMoRTSpec.

Cost

Rs

Remar3s( nput

ref.

Construction of cement concrete )er ith top an! ottom i!th 115 an! 1,5 mm respectiely 250 mm hih in M 20

ra!e PCC on M-10 ra!e foun!ation 150 mm thic)foun!ation hain 50 mm proection eyon! )er stone )erstone lai! ith )er layin machine foun!ation concrete lai!manually all complete as per clause '0

9otal Concrete K 2-.21 cu.m

Crushe! stone areate 20 mm nominal sie 5 percent

9otal Concrete K 2-.21 cu.m

Crushe! stone areate 20 mm nominal sie 5 percent

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8/17/2019 SOR-2014-15 (Folder-2).xls


134


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.


Cost for %00 meter K a@@c@!@e 1257535

Rate per metre ' %a&!&c&d&e)(900 '235

say 4#".00

>.9 >01 rintin+ Ne, etter and Ai+ures of any Sade

%i)

Betails 'o 100 lettes o' 16 cm !eig!t i.e. 1600 cm

Unit = pe cm !eig!t pe lette

a) a!our

Mate !ay 03120 15307 22321 4-12

Painter !ay 23000 22%32 '',35 4-1

Ma!oor !ay 13000 177307 177307 4-1%

!) Materia*

Paint 4itre 03700 1%3%5 ,35 M-1%1

c) "#eread car+es $ 0.1 on %a&!) 7'327


Cost for 1,00 cm K a@@c@! 3,7

Rate per cm ei+t per *etter ' %a&!&c& d)(1800 035,

say 0.60

>.9 %ii) /n+*is and Roman

yphens an! the li)e not to e measure! an! pai! for

(etail for 100 letters of 1, cm heiht3 i3e31,00 cm

?nit K per cm heiht per letter

a) a!our

Mate !ay 03070 15307 1235 4-12Painter :st class !ay 13250 22%32 27311 4-1

Ma!oor !ay 03500 177307 35' 4-1%

!) Materia*

Paint 4itre 03500 1%3%5 ,31 M-1%1

c) "#eread car+es $ 0.1 on %a&!) ''3

d) ContractorBs profit $ 0.1 on %a&!&c) '3'

Cost for 1,00 cm K a@@c@! 5''32%

Rate per cm ei+t per *etter ' %a&!&c &d)(1800 03%'

say 0.30

>.- >01 Retro?Ref*ectorised Traffic Si+ns

Unit = ac!

Taking output = one ta''ic sign

i) /ca#ation for foundation cum 0321, 17300 %3,, item %31% #1$ A

ii) Cement concrete M1 +rade cum 03120 '12300 '53%, :tem 123 #A$

iii) aintin+ an+*e iron post t,o coats s*m 03'%0 %300 1,377 :tem 3

a) a!our %Aor fiin+ at site)Mate !ay 03010 15307 135 4-12

Ma!oor !ay 03250 177307 ''327 4-1%

!) Materia*

Mil! steel anle iron 75 " 75 " , mm ) 13000 ',3527 '301 M-17 /1000

Printin ne letter an! fiures of any sha!e ith syntheticenamel paint lac) or any other approe! colour to ie aneen sha!e

indi # Matras commas an! the li)e not to e measure!

an! pai! for alf letter shall e counte! as half $

Proi!in an! fi"in of retro- reflectorise! cautionaryman!atory an! informatory sin as per :;C E,7 ma!e of hihintensity ra!e sheetin i!e clause 013% fi"e! oeraluminium sheetin 135 mm thic) supporte! on a mil! steelanle iron post 75 mm " 75 mm " , mm firmly fi"e! to theroun! y means of properly !esine! foun!ation ith M15ra!e cement concrete '5 cm " '5 cm " ,0 cm ,0 cmelo roun! leel as per approe! !rain

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135


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

173,

% i ) 0 cm e*uilateral trianle s*m 03%50 7023%% 27,531 M-0,1

or

% ii ) ,0 cm e*uilateral trianle s*m 0315, 7023%% 12%237, M-0,1

or

% iii ) ,0 cm circular s*m 032% 7023%% 22%,3%, M-0,1

or

% i# ) 0 mm " ,0 mm rectanular s*m 03'0 7023%% %7%312 M-0,1

or

% # ) ,0 cm " '5 cm rectanular s*m 03270 7023%% 21%%3,% M-0,1

or

%#i ) ,0 cm " ,0 cm s*uare s*m 03%,0 7023%% 2''3' M-0,1

or

% #ii ) 0 cm hih octaon s*m 03,72 7023%% 5%103%, M-0,1

c) Macinery


% i ) <0 cm equi*atera* trian+*e


e) ContractorBs profit $ 0.1 on %a&!&c&d) '03,

Rate per traffic si+n ' % i&ii&iii&a&!&c&d&e) 50',3%,

say 5046.00

% ii ) 80 cm equi*atera* trian+*e



Rate per traffic si+n ' % i&ii&iii&a&!&c&d&e) %113%7

say 31"1.00% ii i ) 80 cm circu*ar

d) "#eread car+es $ 0.1 on %a&!&c) %135


Rate per traffic si+n ' % i&ii&iii&a&!&c&d&e) ''05372

say 4406.00

% i# ) >0 mm 80 mm rectan+u*ar

d) "#eread car+es $ 0.1 on %a&!&c) '7'32,


Rate per traffic si+n ' % i&ii&iii&a&!&c&d&e) ,23%

say 6#8".00

% # ) 80 cm - cm rectan+u*ar

d) "#eread car+es $ 0.1 on %a&!&c) %03%2

e) ContractorBs profit $ 0.1 on %a&!&c&d) %%315

Rate per traffic si+n ' % i&ii&iii&a&!&c&d&e) '213'1

say 4#81.00

%#i ) 80 cm 80 cm square

d) "#eread car+es $ 0.1 on %a&!&c) %73''

e) ContractorBs profit $ 0.1 on %a&!&c&d) '173%

Rate per traffic si+n ' % i&ii&iii&a&!&c&d&e) 51'13

say 514#.00

% #ii ) <0 cm i+ octa+on

d) "#eread car+es $ 0.1 on %a&!&c) ,253

e) ContractorBs profit $ 0.1 on %a&!&c&d) ,35

Rate per traffic si+n ' % i&ii&iii&a&!&c&d&e) 12532,

say 81#5.00

Aluminium sheetin fi"e! ith encapsulate! lens typereflectie sheetin of sie inclu!in letterin an! sins asapplicale

A!! 2 per cent of cost of anle iron toar!s cost of !rillinholes nuts olts etc3

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136


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

Note

>. >01

Unit = s$m

Taking output = 0." s$m

i) /ca#ation for foundation cum 0321, 17300 %3,, :tem Io3 %31%

ii) Cement concrete M1 +rade cum 03120 '12300 '53%, :tem 123 #A$

iii) aintin+ an+*e iron post t,o coats s*m 03'%0 %300 1,377 :tem 3

a) a!our %Aor fiin+ at site)

Mate !ay 03010 15307 135 4-12

Ma!oor !ay 03200 177307 %53'1 4-1%

!) Materia*

) 13000',3527 '302 M-17 /1000

s*m 03007023%% 711230 M-0,1

1532

c) Macinery



e) ContractorBs profit $ 0.1 on %a&!&c&d) 013,'

Cost for 03 s*m K:@ii@ii@ a@@c@!@e 10',32

11,%230%

say 1163#.00

Note

>.8 >01

Unit = s$m

Taking output = 1.50 s$m

13Any one area of aluminium sheetin ien at #i$ to #ii$ maye a!opte! as per site re*uirement an! in accor!ance ith:;C E ,7

23;ate for e"caation cement concrete M-15 an! paintinmay e ta)en from respectie chapters

%3 9he !epth of foun!ation an! *uantity of cement concretein the foun!ation are in!icatie3 9hese may e increase! forareas hain hiher in! elocities li)e in coastal areas39his is applicale to all roa! sins an! !irections oar!s3

Direction and *ace dentification Si+ns upto 0.< sqm

Si:e 6oard.

Proi!in an! erectin !irection an! place i!entificationretro-reflectorise! sin as per :;CE,7 ma!e of hih intensityra!e sheetin i!e clause 013% fi"e! oer aluminiumsheetin 2 mm thic) ith area not e"cee!in 03 s*msupporte! on a mil! steel sinle anle iron post 75 " 75 " ,mm firmly fi"e! to the roun! y means of properly !esine!foun!ation ith M15 ra!e cement concrete '5 " '5 " ,0cm ,0 cm elo roun! leel as per approe! !rain

Mil! steel anle iron 75 mm " 75 mm " , mm235metres lon

Aluminium sheetin fi"e! ith encapsulate! lens typereflectie sheetin of sie 03 s*m

A!! 2 per cent of cost of materials for !rillin holes nutsolts farication etc3

Rate per sqm %for si+n a#in+ area upto 0.< sqm) '%&ii&iii&a&!&c&d&e)(0.<0

:$ 4etterin an! arro mar)s on sin oar! to e proi!e!separately as per actual re*uirement3 ;ates for these itemshae een analyse! separately

ii$ ;ate for e"caation cement concrete M-15 an! paintinmay e ta)en from respectie chapters

Direction and *ace dentification Si+ns ,it si:e moretan 0.< sqm si:e 6oard.

Proi!in an! erectin !irection an! place i!entificationretro- reflectorise! sin as per :;C E,7 ma!e of hihintensity ra!e sheetin i!e clause 013% fi"e! oeraluminium sheetin 2 mm thic) ith area e"cee!in 03s*m supporte! on a mil! steel anle iron post 75 mm " 75mm " , mm 2 Ios3 firmly fi"e! to the roun! y means ofproperly !esine! foun!ation ith M 15 ra!e cement

concrete'5 cm " '5 cm " ,0 cm ,0 cm elo roun! leelas per approe! !rain

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137


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

i) /ca#ation for foundation cum 03'%0 17300 7,37 :tem Io3 %31%

ii) Cement concrete M1 +rade cum 032'0 '12300 0372 :tem 123 #A$

iii) aintin+ an+*e iron post 2 coats s*m 03,0 %300 %%35' :tem 3

a) a!our %Aor fiin+ at site)

Mate !ay 03010 15307 135 4-12

Ma!oor !ay 03%00 177307 5%312 4-1%

!) Materia*

) %3000',3527 17,30' M-17 /1000

s*m 135007023%% 115%3' M-0,1

2723'%

c) Macinery



e) ContractorBs profit $ 0.1 on %a&!&c&d) 15%'37,

Cost for 135 s*m K:@ii@ii@ a@@c@!@e 17%357

11305

say 11"8".00

Note

>.= >02 "#eread Si+ns

7 Truss and Eertica* Support

Unit = tonne

Taking output = 1 tonne

a) a!our

Mate !ay 032'0 15307 ''3'2 4-12

Blac)smith !ay 23000 2%'32 ',35 4-02

Ma!oor inclu!in for han!lin & fi"in at site3 !ay '3000 177307 7032 4-1%

!) Materia*

tonne 13050',2%32, '55132% M-0,0

'5351

7%55351

c) Macinery

Crane % tonne capacity hour %3000 5%5300 1,05300 P&M-01%

9ruc) hour 03500 77%300 %,350 P&M-057


e) ContractorBs profit $ 0.1 on %a&!&c&d) ,55,355

Rate per tonne ' %a&!&c&d&e) 7212230

say 7#1##.00

>.= 6 7*uminium 7**oy *ate for "#er ead Si+n

Unit = s$m

Mil! steel anle iron 75 mm " 75 mm " , mm 235metres lon 2 nos

Aluminium sheetin fi"e! ith encapsulate! lens typereflectie sheetin

A!! 2 per cent of cost of materials for !rillin holes nutsolts farication etc3

Rate per sqm % for si+n a#in+ area more tan 0.< sqm)' % i&ii&iii&a&!&c&d&e)(1.0

i$ 4etterin an! arro mar)s on sin oar! to e proi!e!separately as per actual re*uirement3 ;ates for these itemshae een analyse! separately

ii$ ;ate for e"caation cement concrete M-15 an! paintinmay e ta)en from respectie chapters

Proi!in an! erectin oerhea! sins ith a corrosionresistant 2mm thic) aluminium alloy sheet reflectorise! ith

hih intensity retro-reflectie sheetin of encapsulate! lensetype ith ertical an! lateral clearance ien in clause 0232an! 023% an! installe! as per clause 0237 oer a !esine!support system of aluminium alloy or alanise! steeltrestles an! trusses of sections an! type as per structural!esin re*uirements an! approe! plans

Aluminium alloy/alanise! steel inclu!in 5 per cent astae

A!! 1 per cent on cost of material for nuts olts an! !rillinan! el!in consumales

A!! 15 per cent on cost of material for farication of trussesas per approe! !esin

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138


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

9a)in output K 1 s*m

a) a!our

Mate !ay 03020 15307 %370 4-12

Blac)smith !ay 03100 2%'32 2%3'% 4-02

Ma!oor !ay 03150 177307 2,35, 4-1%

!) Materia*

s*m 130001503 1503 M-05

Misce**aneous

035'

c) "#eread car+es $ 0.1 on %a&!) 1,%351


Rate per sqm ' %a&!&c&d) 173'

say 1"78.00

Note

>.> >09 aintin+ T,o Coats on Ne, Concrete Surfaces

Unit = s$m


a) a!our

Mate !ay 03120 15307 22321 4-12

Painter !ay 23000 22%32 '',35 4-1

Ma!oor !ay 13000 177307 177307 4-1%

!) Materia*

Paint conformin to re*uirement of c lause 0%3%3 4itre ,3000 1%3%5 %0312 M-1%2

,3',

c) "#eread car+es $ 0.1 on %a&!) 1'32'

d) ContractorBs profit $ 0.1 on %a&!&c) 1,%307

Cost for '0 s*m K a@@c@! 17%375

Rate per sqm ' %a&!&c&d)(-0 ''3'

say 45.00

>.< >09 aintin+ on Stee* Surfaces

Unit = s$m


a) a!our

Mate !ay 030%0 15307 5355 4-12

Painter !ay 03'50 22%32 1003' 4-1

Ma!oor !ay 03250 177307 ''327 4-1%

!) Materia*

Paint rea!y mi"e! approe! ran!3 4itre 13250 1%3%5 1723' M-1%1

A!! 1 per cent on cost of material for scaffol!in 137%

c) "#eread car+es $ 0.1 on %a&!) %2350


Cost for 10 s*m K a@@c@! %%322

Rate per sqm' %a&!&c&d)(10 %3%2

Aluminium alloy plate2 mm thic) fi"e! ith hihintensity ra!e sheetin i!e clause 013%

A!! 1 per cent of cost of laour for liftin arranement li)ela!!ers pulleys ropes etc

13 9he cost of e"caation an! foun!ation concrete for fi"inof ertical support system to e or)e! out separately asper the approe! !rain/!esin an! to e inclu!e! in theestimate3

23 4etterin an! arro mar)s on sin oar! to e proi!e!separately as per actual re*uirement3 ;ates for these itemshae een inclu!e! separately in this chapter3

Paintin to coats after fillin the surface ith syntheticenamel paint in all sha!es on ne plastere! concretesurfaces

A!! for scaffol!in 1 per cent of laour cost herere*uire!

Proi!in an! applyin to coats of rea!y mi" paint ofapproe! ran! on steel surface after throuh cleanin ofsurface to ie an een sha!e

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140


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

% i) "#er 10 cm in ,idt

Unit = s$m


a) a!our

Mate !ay 030,0 15307 11310 4-12

Painter :st class !ay 03%00 22%32 ,,3 4-1

Ma!oor !ay 13250 177307 2213%' 4-1%

!) Materia*

;oa! mar)in paint 4itre 0300 1%3%5 12'352 M-1%2

c) "#eread car+es $ 0.1 on %a&!) '23%

d) ContractorBs profit $ 0.1 on %a&!&c) ',3,%

Cost for 10 s*m K a@@c@! 5123

Rate per sqm ' %a&!&c&d)(10 513%0

say 51.00

>.12 %ii) Up to 10 cm in ,idt

Unit = s$m

9a)in output K 10 s*m

a) a!our

Mate !ay 03070 15307 1235 4-12

Painter :st class !ay 03%50 22%32 7315 4-1

Ma!oor !ay 13%50 177307 2%30' 4-1%

!) Materia*

;oa! mar)in Paint 4itre 0300 1%3%5 12'352 M-1%2

c) "#eread car+es $ 0.1 on %a&!) '53'7d) ContractorBs profit $ 0.1 on %a&!&c) 50301

Cost for 10 s*mK a@@c@! 550315

Rate per sqm ' %a&!&c&d)(10 55301

say 55.00

>.19 >09

Unit = s$m


a) a!our

Mate !ay 03500 15307 235' 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery

;oa! mar)in machine 0 s*m per hour hour 3000 53, ,,3 P&M-0'%

9ractor-trolley hour 3000 171302 1%,31' P&M-05%

c) Materia*

ot applie! thermoplastic compoun! 4itre 20003000 127355 2550731' M-11

;eflectorisin lass ea!s ) 2003000 703, 1'1%53, M-152

d) "#eread car+es $ 0.1 on %a&!&c) 2717%3'e) ContractorBs profit $ 0.1 on %a&!&c&d) 203%

Cost for ,'0 s*m K a@@c@!@e %27312

Paintin lines !ashes arros etc on roa!s in to coats onol! or) ith rea!y mi"e! roa! mar)in paint conformin to:+E 1,' on ituminous surface inclu!in cleanin thesurface of all !irt !ust an! other forein matter !emarcationat site an! traffic control

Road Mar3in+ ,it ot 7pp*ied Termop*asticCompound ,it Ref*ectorisin+ 4*ass 6eads on6ituminous Surface

Proi!in an! layin of hot applie! thermoplastic compoun!235 mm thic) inclu!in reflectorisin lass ea!s 250 msper s*m area thic)ness of 235 mm is e"clusie of surfaceapplie! lass ea!s as per :;CE%5 39he finishe! surface toe leel uniform an! free from strea)s an! holes3

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141


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

Rate per sqm ' a&!&c&d&e)(8-0 51%375

say 514.00

Note

>.1- >0- 5i*ometre Stone

%i) t 3i*ometre stone %precast)

Unit = 9os.

Taking output = 6 9os.

a) M?1 +rade of concrete cum 23%50 '12300 70030 :tem 123 #A$

!) Stee* reinforcement $ 3+ per sqm ) 22300 ,3%27 15%037' :tem 1%3, /1000

c) /ca#ation in soi* for foundation cum 13,0

17300 %00372 :tem Io3 %31%

d) aintin+ t,o coats on concrete surface s*m 350 '5300 ''%325 :tem 3

100300003%0 5'0300 :tem 3%

Transportation and fiin+

f) a!our

Mate !ay 032,0 15307 '312 4-12

Mason !ay 03,00 2%'32 1'0357 4-11

Ma!oor inclu!in loa!in/unloa!in !ay ,3000 177307 10,23'2 4-1%

+) Macinery

9ractor-trolley hour ,3000 171302 102,311 P&M-05%

) "#eread car+es $ 0.1 on %f&+) 227372i) ContractorBs profit $ 0.1 on %f&+&) 2503'

Cost for , Ios3 5th )m stone K a@@c@ !@e @f@@h @i 1527035

Rate for eac t 3m stone ' %a&!&c&d&e&f&+&&i)( 8 25'531,

say #545.00

>.1- %ii) "rdinary 3i*ometer stone %precast)

Unit = 9os.


a) M?1 +rade of concrete cum %3770 '12300 155,235, :tem 123 #A$

!) Stee* reinforcement $ 3+ per sqm ) 2,3%20 ,3%27 12'3, :tem 1%3, /1000

c) /ca#ation in soi* for foundation cum 2377017300 '53% :tem Io3 %31%

d) aintin+ t,o coats on concrete surface s*m 113'10 '5300 51%3'5 :tem 3

1,0300003%0 50'300 :tem 3%


f) a!our

Mate !ay 03%20 15307 5322 4-12

Mason !ay 13000 2%'32 2%'32 4-11

Ma!oor !ay 73000 177307 12%3' 4-1%

+) Macinery


) "#eread car+es $ 0.1 on %f&+) 25531

i) ContractorBs profit $ 0.1 on %f&+&) 21350217305

13 A sealin primer may e applie! in a!ance on cementconcrete paement to ensure proper on!in3 Any laitancean!/or curin compoun! to e remoe! here paint isre*uire! to e applie! on concrete surface3

23Cost of painter is alrea!y inclu!e! in hire chares of roa!mar)in machine3

;einforce! cement concrete M15ra!e )ilometre stone ofstan!ar! !esin as per :;CE-10 fi"in in positioninclu!in paintin an! printin etc

e) etterin+ on 3m post %a#era+e 90 *etters of 10cm ei+t eac)

per cm perletter

e) etterin+ on 3m post % a#era+e 12 *etters of 10cm ei+t eac)

per cm perletter

Cost for 1' Ios3 or!inary )m stone K #a@@ c@!@e@f@@h@i$

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142


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

1571322

say 1571.00

>.1- %iii) ectometer stone %precast)

Unit = 9os.

Taking output = 33 9os.a) M?1 +rade of concrete cum 1350 '12300 ,52232' :tem 123 #A$

!) Stee* reinforcement $ 3+ per sqm ) ,,3000 ,3%27 '57535 :tem 1%3, /1000

c) /ca#ation in soi* for foundation cum 13%0 17300 2'31 :tem Io3 %31%

d) aintin+ t,o coats on concrete surface s*m ,3270 '5300 22315 :tem 3

%%0300003%0 300 :tem 3%


f) a!our

Mate !ay 03%'0 15307 ,232 4-12

Mason !ay 13500 2%'32 %513'' 4-11

Ma!oor !ay 73000 177307 12%3' 4-1%

+) Macinery


) "#eread car+es $ 0.1 on %f&+) 2,300

i) ContractorBs profit $ 0.1 on %f&+&) 2'30

1'7035%

'5%3,5

say 454.00

Note

>.1 >0 Road De*ineators

Unit = ac!

9a)in outputK %0 Ios3

a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor for fi"in !ay 13000 177307 177307 4-1%

!) Materia*

each %03000'5130 1%5%235% M-01

A!! 10 per cent cost of material for installation 1%5%325

c) "#eread car+es $ 0.1 on %a&!) 150730%

d) ContractorBs profit $ 0.1 on %a&!&c) 1,5737%

Cost for %0 Ios3 !elineators K #a@@ c@!$ 12%5300

Rate per de*ineators ' %a&!&c&d) (90 ,073%

say 608.00

Note

>.18 >08 6oundary pi**ar

Rate for eac ordinary 3m stone ' %a&!& c&d&e&f&+&&J)(1-

e) etterin+ on 3m post %a#era+e 1 *etter of 10 cmei+t eac)

per cm perletter

Cost for %% Ios3 ectometer stone K #a@@c@!@e@f@ @h@i$

Rate for eac ectometer stone ' %a&! &c &d&e&f&+&&i) ( 99

9he rate for e"caation cement concrete steelreinforcement paintin an! letterin may e ta)en fromrespectie chapters3

+upplyin an! installation of !elineators #roa! ayin!icators haar! mar)ers oect mar)ers$ 0-100 cm hihaoe roun! leel painte! lac) an! hite in 15 cm i!estrips fitte! ith 0 " 100 mm rectanular or 75 mm !iacircular reflectorise! panels at the top urie! or presse! intothe roun! an! conformin to:;C-7 an! the !rains3

Cost of approe! type of !elineators from :+: certifie!firm as per the stan!ar! !rain ien in :;C - 7

:n case of soft roun! a proper foun!ation may e proi!e!as per approe! !esin3 :n case foun!ation is re*uire! to eproi!e! the items of e"caation an! foun!ation concrete

are re*uire! to e measure! an! pai! separately3

;einforce! cement concrete M15 ra!e oun!ary pillars ofstan!ar! !esin as per :;CE25-1,7 fi"e! in positioninclu!in finishin an! letterin ut e"clu!in paintin

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146


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

cum 03%205%1300 172132 :tem 1'31#A$

i#) aintin+ of pipe s*m '3710 %300 1%3, :tem 3

a) a!our

Mate !ay 0301' 15307 235 4-12

Ma!oor !ay 03%50 177307 ,137 4-1%Plumer !ay 03010 2%'32 23%' 4-02

!) Materia*

+teel pipe 50 mm !ia as per :+E12% metre %03000 17232 51,3,7 M-175

c) Macinery

9ractor-trolley hour 03250 171302 '2375 P&M-05%



Cost for 10 metre Ki@ii@iii@i@ a@@c@!@e 1113%2

Rate per metre ' %i&ii&iii&i#&a&!&c&d&e)(10 1113%

say 11#0.00

>.22 >0< Reinforced Cement Concrete Cras 6arrier

Unit = inea mete

9a)in output K 10 m

% i) a) M 20 +rade concrete

M 20 +rade concrete cum %3000 '12300 12%'300 :tem 1'31#A$

!) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor !ay 13000 177307 177307 4-1%

c) Materia*

+( steel reinforcement inclu!in !oel ars tonne 0320 ',0530% 12,35% M-02

Pre-moul!e! asphalt filler oar! s*m 03%20 70307 22,35 M-1''

d) "#eread car+es $ 0.1 on %!&c) 1%%037,

e) ContractorBs profit $ 0.1 on %!&c&d) 1',%3%

Cost for 10 metre K a@@c@!@e 2',31

Rate per metre ' %a&!&c&d&e)(10 2'3,2

say #84".00

Note

>.29 >10 Meta* 6eam Cras 6arrier

7 Type ? 7F KHK @ Meta* 6eam Cras 6arrier

iii) RCC M ? 20 for pre cast posts 8 nos of 1.>metres eac

Proision of an ;einforce! cement concrete crash arrier atthe e!es of the roa! approaches to ri!e structures an!me!ians constructe! ith M-20 ra!e concrete ith +(reinforcement conformin to :;CE21 an! !oel ars 25 mm!ia '50 mm lon at e"pansion oints fille! ith pre-moul!e!asphalt filler oar! )eye! to the structure on hich it is uiltan! installe! as per !esin ien in the enclosure to M>+9circular Io3 ; ::: !ate! 2' =une 1'as per !imensions in the approe! !rain an! at locations!irecte! y the 6nineer all as specifie!

i$ 6"caation an! ac)fillin are inci!ental to or) an! not toe measure! separately3

ii$ ;ate for ;CC M 20 may e ta)en from chapter on superstructure3

Proi!in an! erectin a H<H metal eam crash arriercomprisin of % mm thic) corruate! sheet metal eam rail70 cm aoe roa!/roun! leel fi"e! on :+MC serieschannel ertical post 150 " 75 " 5 mm space! 2 m centre tocentre 13 m hih 131 m elo roun!/roa! leel all steel

parts an! fitments to e alanise! y hot !ip process allfittins to conform to :+E1%,7 an! :+E1%,' metal eam rail toe fi"e! on the ertical post ith a spacer of channel section150 " 75 " 5 mm %%0 mm lon complete as per clause 10

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147


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

Unit = ?unning mete

9a)in output K '35 metre lenth

a) a!our

Mate !ay 030,0 15307 11310 4-12

Blac)smith !ay 03500 2%'32 117315 4-02

Ma!oor !ay 13000 177307 177307 4-1%

!) Macinery


c) Materia*

) '13210',3527 1173% M-17 /1000

) 35,0',3527 '1203', M-17 /1000

) 1,32'0',3527 7553,0 M-17 /1000

Iuts an! olts ) 203000 '53'2 03'% M-1%0

1253'7


e) ContractorBs profit $ 0.1 on %a&!&c&d) 10'3'

Cost for '35 metre K a@@c@!@e 120%32'

Rate per metre ' %a&!&c&d&e)(-. 2,753%

say #675.00

>.29 6 Type ? 6F KTR/K @ Meta* 6eam Cras 6arrier

Unit = ?unning mete

9a)in output K '35 metre lenth

a) a!our

Mate !ay 030,0 15307 11310 4-12

Blac)smith !ay 03500 2%'32 117315 4-02

Ma!oor !ay 13000 177307 177307 4-1%

!) Macinery


c) Materia*

) 723'0%735 27'13' M-0

) 3'00',3527 '5732 M-17 /1000

+pacer 150 " 75 " 5 mm channel 035', m lon% Ios ) 2,3,0',3527 12'372 M-17 /1000

Iuts an! olts ) %03000 '53'2 1%,23,5 M-1%0

1'3

d) "#eread car+es $ 0.1 on %a&!&c) 117'3'


Cost for '35 metre K a@@c@!@e 1'211321

Rate per metre' %a&!&c&d&e)(-. %15305

say 3158.00

Corruate! sheet% mm thic) H<H eam sect ionrailin'35 m in lenth

Channel post 150 " 75 " 5 mm13 m lon% Ios 1,3' ) per metre

+pacer 150 " 75 " 5 mm channel 03%% m lon% Ios 1,3' ) per metre

A!! 25 per cent of the cost of material for farication nutsolts an! ashers etc3$

Proi!in an! erectin a H9hrieH metal eam crash arriercomprisin of % mm thic) corruate! sheet metal eam rail5 cm aoe roa!/roun! leel fi"e! on :+MC serieschannel ertical post 150 " 75 " 5 mm space! 2 m centre tocentre 2 m hih ith 1315 m elo roun! leel all steelparts an! fitments to e alanise! y hot !ip process all

fittins to conform to :+E1%,7 an! :+E1%,' metal eam rail toe fi"e! on the ertical post ith a space of channel section150 " 75 " 5 mm 5', mm lon complete as per clause 10

Corruate! sheet% mm thic) H9hrieH eam sectionrailin'35 m in lenth

Channel post 150 " 75 " 5 mm 2 m lon% Ios 1,3') per metre

A!! 15 per cent of the cost of material for farication nutsolts an! ashers etc3$

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148


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

Note

>.2- >11 Road Traffic Si+na*s e*ectrica**y operated

Note

>.2 A*ei!*e Cras 6arrierF Hire Rope Safety 6arrier

Unit = ?unning mete

9a)in output K 15 metre

a) a!our

Mate !ay 03120 15307 22321 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

Blac)smith !ay 13000 2%'32 2%'32 4-02!) Materia*

i$ ;+ =oist 100 " 75 mm - 1,35 m 1135 ) per metre ) 103000',3527 '031 M-17 /1000

) ',3000',3527 21'032, M-17 /1000

) 13'00',3527 7,5375 M-17 /1000

) ,53000237, 1%'3%' M-177

10'30%

c) aintin+

Applyin 2 coats of paintin on e"pose! surface s*m 1,3500 %300 ,'%350 :tem 3

d) Macinery

9ractor-trolley hour 03250 171302 '2375 P&M-05%

e) "#eread car+es $ 0.1 on %a&!&d) 2%'130

f) ContractorBs profit $ 0.1 on %a&!&d&e) 25753

Cost for 15 m K a@@c@!@e@f 2732%

Rate per m ' %a&!&c&d&e&f)(1 1%135

say 1"3#.00

Note

>.28 7nti?4*are De#ices in Median

7 *antation

:n the case of me!ian crash arrier J<J metal eam or thrieeam section shoul! e proi!e! on oth si!es of theertical posts fi"e! in the me!ian3 6"tra proision for metaleam railin an! spacer is re*uire! to e ma!e hen fi"e!in the me!ian !epen!in on approe! !esin3

+ince it is a rea!y ma!e item commercially pro!uce! an!erecte! y specialise! firm in the electrical an! electronicfiel! rate may e ta)en ase! on mar)et en*uiry from firmsspecialise! in this fiel! an! :+: certifie! for the approe!!esin an! !rain3

Su++est

i#e

Proi!in an! erectin a ire rope safety arrier ith erticalposts of me!ium eiht ;+ =oist #:+MB series$ 100 mm " 75mm #11350 )/m$ 1350 m lon 035 m aoe roun! an!03,5 m elo roun! leel split at the ottom for etter ripeme!!e! in M 15 ra!e cement concrete '50 " '50 " '50mm 1350 m center to center an! ith ' horiontal steel irerope '0 mm !ia an! anchore! at terminal posts 15 m apart39erminal post to e eme!!e! in M 15 ra!e cementconcrete foun!ation 2'00 " '50 " 00 mm #!epth$strenthene! y a strut of ;+ oist 100 " 75 mm 2 m lonat '50 C inclination an! a tie 100 " mm 1350 m lon at theottom all eme!!e! in foun!ation concrete as perapproe! !esin an! !rain rate e"clu!in e"caation an!cement concrete3

ii$ +truts - 2 Ios3 for terminal posts2 m lon each 2 " 2" 11350

iii$ 9ie 2 Ios3 of mm steel plate135 s*m each forterminal posts ,230 )/s*m #2 " 135$

i$ +teel ire rope '0 mm inclu!in 7350 per cente"tra for fi"in at en!s 15 " ' " 13075 1 ) per m

A!! 5 per cent of cost of material for !rillin rippin fi"infarication an! el!in consumales

9he items of e"caations an! cement concrete or)s ill emeasure! an! inclu!e! separately as per the approe!!esins an! !rains3

Su++est

i#e

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149


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

6

Unit = ?unning mete

9a)in output K one metre

a) a!our

Mate !ay 0300' 15307 037' 4-12Ma!oor !ay 03100 177307 17371 4-1%

!) Materia*

i$ 25 mm steel pipe metre 1,3000 7311 155%37% M-17'

) '3%20',3527 201300 M-17 /1000

) '300',3527 22%3%% M-17 /1000

30

c) aintin+

Applyin 2 coats of paintin on e"pose! surface s*m 13%0 %300 713%7 :tem 3

d) "#eread car+es $ 0.1 on %a&!) 2035'

e) ContractorBs profit $ 0.1 on %a&!&d) 2%0350

Rate per metre ' a&!&c&d&e 2,0,32

say #607.00

Note

>.28 C 7nti?+*are screen ,it rectan+u*ar #ane of MS seet

Unit = ?unning mete

9a)in output K 1350 metre

a) a!our

Mate !ay 0300' 15307 037' 4-12

Ma!oor !ay 03100 177307 17371 4-1%

!) Materia*

i$ Anle iron post50 " 50 " , mm lenth 23%5 m ) 10350 ',3527 '232, M-17 /1000

ii$ M+ sheet % mm thic) 2' )/s*m ) 3000 ',3527 '1375 M-17 /1000

A!! 5 percent of cost of material for faricationnutsolts etc '5355

c) Macinery


d) aintin+

Plantation of shrus an! plants of approe! species in theme!ian3 apart from cuttin o ff lare from ehicle comin fromopposite !irection these plants proi!e a pleasantenoirenment an! are eco-frien!ly3 9he rate for this item isaailale in the chapter 11 on horticulture3

7nti?+*are screen ,it 2 mm stee* pipe frame,or3 fied

,it circu*ar and rectan+u*ar #anes

Proi!in an! erectin an anti - lare screen ith 25 mm !iaertical pipes faricate! an! frame! in the form of panels ofone metre lenth an! 1375 metre heiht fi"e! ith circularane 250 mm !ia at top an! rectanular ane ,00 " %00 mmat the mi!!le ma!e out of steel sheet of % mm thic)nessen! ertical pipes of the panel ma!e larer for eme!!in infoun!ation concrete applyin 2 coats of paint on all e"pose!surfaces all as per approe! !esin an! !rains3

ii$ M+ sheet for ,00 " %00 " % mm rectanular aneone numer 2')/s*m

iii$ M+ sheet for 250 mm !ia circular ane % mm thic)'numers 2' )/s*m

A!! 5 per cent cost of material for farication el!inen!in nuts olts etc

9he items of e"caation an! cement concrete as perapproe! !esin to e measure! an! pai! separately

Proi!in an! erectin anti - lare screen ith rectanularanes of sie 750 " 500 mm ma!e from M+ sheet % mmthic) an! fi"e! on M+ anle 50 " 50 " , mm at an anle of'50 C to the !irection of flo of traffic 135 m center tocenter top e!e of the screen 1375 m aoe roun! leelertical post firmly eme!!e! in M-15 cement concrete

foun!ation 03,0 m elo roun! leel applyin 2 coats ofpaint on e"pose! faces all complete as per approe! !esinan! !rains

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150


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

Applyin 2 coats of paintin s*m 0350 %300 %%315 :tem 3

e) "#eread car+es $ 0.1 on %a&!&c) 321

f) ContractorBs profit $ 0.1 on %a&!&c&e) 1031%

Cost for 135 m K a@@c@!@e@f 12%%3,0

Rate per metre ' %a&!&c&d&e&f)(1.0 223'0

say 8##.00

Note

>.2= Street i+tin+

Unit = ac!

9a)in output K one liht

a) a!our

Mate !ay 030%0 15307 5355 4-12

Ma!oor !ay 03500 177307 35' 4-1%

6lectrician !ay 03250 2%'32 5357 4-02

!) Materia*

each 13000L8A4?6N L8A4?6N M-171

ii$ +o!ium apour lamp each 13000 ,737 ,737 M-1,

L8A4?6N

c) aintin+

Aor Aiin+ in Median

s*m 53750%300 22'325 :tem 3

Aor fiin+ in Aootpat

s*m '3,%0%300 10357 :tem 3

% i) Aor Aiin+ in Median

d) "#eread car+es $ 0.1 on %a&!) L8A4?6N

e) ContractorBs profit $ 0.1 on %a&!&d) L8A4?6N

Rate per *i+t for fiin+ in Median' a&!&c&d&e L8A4?6N

say ;

% ii) Aor fiin+ in Aootpat

Rate per *i+t for Aiin+ in Aootpat ' a&!&c&d&e L8A4?6N

say ;

Note

>.2> i+tin+ on 6rid+es

Unit = ac!9a)in output K one liht

a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor !ay 03'00 177307 703% 4-1%

9he items of e"caation an! cement concrete as perapproe! !esin to e measure! an! pai! separately3 ;ateof paintin has een analayse! separately in this chapter3

Su++esti#e

Proi!in an! erectin street liht mounte! on a steelcircular hollo pole of stan!ar! specifications for streetlihtin m hih space! '0 m apart 13 m oerhan onoth si!es if fi"e! in the me!ian an! on one si!e if fi"e! onthe footpath fitte! ith so!ium apour lamp an! fi"e! firmlyin concrete foun!ation3

i$ +teel circular hollo pole of stan!ar! specification forstreet lihtin to mount liht at m heiht aoe roa!leel

A!! 5 per cent of cost of material for hol!er electric caleinsulation la!!er scaffol!in etc

Proi!in to coats of alluminium paint oer steelcircular hollo pipe ith oerhan on oth si!es

Proi!in to coats of alluminium paint oer steelcircular hollo pipe ith oerhan on one si!e

9he items of e"caation an! cement concrete foun!ation ille measure! an! inclu!e! separately in the estimate as perapproe! !esin an! !rain3 9he rate for paintin haseen analyse! in this chapter3

Su++esti#e

Proi!in an! fi"in lihtin on ri!es mounte! on steelhollo circular poles of stan!ar! specifications 5 m hihfi"e! on parapets ith cement concrete 20 m apart an!fitte! ith so!ium apour lamp

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151


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

6lectrician !ay 03200 2%'32 ',3, 4-02

!) Materia*

each 13000L8A4?6N L8A4?6N M-170

ii$ +o!ium apour lamp 70 att each 13000 ,737 ,737 M-1,

L8A4?6N

c) aintin+

s*m 237,0%300 1073,' :tem 3

d) "#eread car+es $ 0.1 on %a&!) L8A4?6N

e) ContractorBs profit $ 0.1 on %a&!&d) L8A4?6N

Rate per *i+t ' a&!&c&d&e L8A4?6N

say ;

Note

>.2< Ca!*e Duct 7cross te Road

Case%i) Sin+*e ro, for one uti*ity ser#iceUnit = ?unning mete

9a)in output K 20metres

cum 23%,027300 ,7'3'' :tem 1237 # B$

!) a!our

Mate !ay 03050 15307 325 4-12

Ma!oor !ay 13000 177307 177307 4-1%

Ma!oor s)ille! !ay 03250 20,3 51375 4-15

c) Materia*

;einforce! Cement Concrete pipe %00 mm !ia metre 203000 2'300 1'0300 M-151

cum 7320015%300 11013,0 M-00

Collar for oints %00 mm !ia each 3000 input L8A4?6N M-0%

Cement mortar 1E2 for oints cum 03020 '2'7300 '3' :tem 123, #B$

d) Macinery


e) "#eread car+es $ 0.1 on %!&c&d) L8A4?6N

f) ContractorBs profit $ 0.1 on %!&c&d&e) L8A4?6N

Cost for 20 metre K a@@c@!@e@f L8A4?6N

Rate per metre ' %a&!&c&d&e&f)(20 L8A4?6N

say ;

>.2< Case%ii) Dou!*e ro, for t,o uti*ity ser#ices

Unit = ?unning mete


cum %3%7027300 70232% :tem 1237 # B$

!) a!our

Mate !ay 03050 15307 325 4-12

i$ +teel circular hollo pole of stan!ar! specification forstreet lihtin to mount liht at 5 m aoe !ec) leel

A!! 1 per cent of cost of material for hol!er electric caleinsulation la!!er scaffol!in etc

Proi!in to coats of alluminium paint oer steelcircular hollo pipe

9he items of cement concrete to e measure! an! pai!separately as per approe! !esin3 9he rate for paintin hasalrea!y een analyse! in this chapter3

Su++est

i#e

Proi!in an! layin of a reinforce! cement concrete pipe!uct %00 mm !ia across the roa! #ne construction$e"ten!in from !rain to !rain in cuts an! toe of slope to toeof slope in fills constructin hea! alls at oth en!sproi!in a minimum fill of ranular material oer top an!si!es of ;CC pipe as per :;CE-17 e!!e! on a 03% mthic) layer of ranular material free of roc) pieces outer toouter !istance of pipe at least half !ia of pipe suect tominimum '50 mm in case of !oule an! triple ro !ucts oints to e ma!e lea) proof inert leel of !uct to e aoehiher than roun! leel to preent entry of ater an! !irtall as per :;CE - 17 an! approe! !rains3

a) Random Ru!!*e masonry(6ric3 masonry in

cement mortar 1@8 for ead ,a** !ot side

Granular soil ith P: less than , for e!!in an! si!es

of pipe #03, " 03, " 20 m$

a) Random Ru!!*e !ric3(6ric3 masonry in cementmortar 1@8 for ead ,a** !ot sides.

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152


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

Ma!oor !ay 23000 177307 %5'31' 4-1%

Ma!oor s)ille! !ay 03250 20,3 51375 4-15

c) Materia*

;einforce! Cement Concrete pipe %00 mm !ia metre '03000 2'300 %,,0300 M-151

cum 1'3'0015%300 220%320 M-00


Cement mortar 1E2 for oints cum 030'0 '2'7300 1,3 :tem 123, #B$

d) Macinery






say ;

>.2< Case%iii) Trip*e rRo, for tree uti*ity ser#ices

Unit = ?unning mete


cum '3%027300 12,10302 :tem 1237 # B$

!) a!our

Mate !ay 031,0 15307 23,1 4-12

Ma!oor !ay %3000 177307 5%1321 4-1%

Ma!oor s)ille! !ay 13000 20,3 20,3 4-15

c) Materia*

;einforce! Cement Concrete pipe %00 mm !ia metre ,03000 2'300 55''0300 M-151

cum 213,0015%300 %%0'30 M-00


Cement mortar 1E2 for oints cum 030,0 '2'7300 25'32 :tem 123, #B$

d) Macinery






say ;

Note

>.90 i+,ay atro**in+ and Traffic 7id ost

Granular soil ith P: less than , for e!!in an! si!es

of pipe #03, " 03, " '0 m$

a) Random Ru!!*e !ric3(6ric3 masonry in cementmortar 1@8 for ead ,a** !ot sides.

Granular soil ith P: less than , for e!!in an! si!esof pipe #03, " 03, " ,0 m$

13:nspection chamer at oth en!s is the responsiility of theaency ho is layin the !uct3 ence not inclu!e!3

239he rates for stone masonry / ric) masonry an! cement

mortar to e a!opte! from respectie clauses3

Su++esti#e

:t is propose! to locate one 9raffic Ai! Post eery 50-,0 )mof the h ihay3

9he oranisation an! financial aspect are re*uire! to efinalise! in consultation ith a!ministratie an! trafficauthorities 3

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153


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

>.91

>.92 Traffic Contro* System and Communication System

>.99 4antry Mounted Earia!*e Messa+e Si+n 6oard

%i) 4antry Support System

Unit = tonne

9a)in outputK1 tonne

a) a!our

Mate !ay 03120 15307 22321 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

Blac)smith !ay 13000 2%'32 2%'32 4-02

!) Materia*

tonne 13050',2%32, '55132% M-0,0

7223,

'5351

c) Macinery9ruc) 10 tonne hour 13000 77%300 77%300 P&M-057


e) ContractorBs profit $ 0.1 on %a&!&c&d) ,%'73%'

Rate per tonne ' a&!&c&d&e ,20370

say 6"8#1.00

>.99 %ii) Messa+e Disp*ay

Su++esti#e

tems Re*ated to Underpass( Su!,ay( "#eread 6rid+e("#eread Aoot 6rid+e

9he items inole! for un!erpass/ suay/ oerhea! ri!e/oerhea! foot ri!e are earthor) plain cement concreteplasterin paintin information sin etc3 9he rates for theseitems are aailale in respectie chapters hich can e

a!opte! for the *uantities !erie! from the approe!!esins an! !rains

Su++esti#e

Proi!in a traffic control centre an! communication systeminclu!in telecommunication facilities an! relate!accessories CC98 ra!ar ehicle !etection camera centralcomputer system

9hese are specialise! item of telecommunication systeman! are the commercial pro!ucts3 9he !esiner is re*uire!to contact the manufacturers to ascertain mar)et prices3 :ncase of ciil or)s re*uire! to e e"ecute! for theseinstallations pricin may e !one as per rates in releantchapters for *uantities !erie! as per approe! !esin an!

!rain3As rear!s the locations here such !eices are re*uire! toe installe! the traffic control authority shoul! e consulte!to finalise the location

Su++est

i#e

Proi!in an! erectin antry mounte! ariale messaesin oar! electronically operate! capale of flashin the!esire! messae oer a !esine! support system ofaluminium alloy or alanise! steel erecte! as per approe!!esin an! !rains an! ith lateral clearance as perclause 023%

Alluminium alloy/alanise! steel inclu!in 5 per cent astae

A!! 15 per cent of cost of material for farication an!erection3

A!! 1 per cent of cost of material for nuts olts an! el!in

Messae !isplay oar! , s*m electronically operate! ithcomplete electronic fitments for flashin the pre-!etermine!messaes3

9his is a specilise! commercial pro!uct an! the lumpsumrate inclu!in erection at site is re*uire! to e as certaine!from the mar)et an! inclu!in in the rate analysis3 9he sieof the oar! ill ary !epen!in upon specific location3

8/17/2019 SOR-2014-15 (Folder-2).xls


154


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

9he rate for the antry mounte! ariale sin oul! e thea!!ition of cost of antry support system as per approe!!esin !etermine! at #i$ aoe an! the cost of messae!isplay oar! as certaine! from the mar)et at #ii$ aoe

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155


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

>.9- Traffic mpact 7ttenuators at 7!utments and iers

7 Hit Scrap Tyres

Unit = s$m

9a)in output K 20s*m

a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 13500 177307 2,53,1 4-1%

Blac)smith !ay 03250 2%'32 5357 4-02

!) Materia*

+crap tyres of sie 00 " 20 each 03000 5320 '7%,3% M-1,1

20 mm steel ire rope ) 1503000 237, '',%35 M-17,

A!! 1 per cent of cost of ire rope for clamps etc3 ''3,'

c) Macinery

9ractor-trolley hour %3000 171302 51%305 P&M-05%


e) ContractorBs profit $ 0.1 on %a&!&c&d) 11103,,

Cost for 20 s*m K a@@c@!@e 12217327

Rate per sqm ' %a&!&c&d&e)(20 ,103,

say 611.00

>.9- 6 Usin+ *astic(Stee* 6arre*F Ai**ed ,it Sand

Unit = s$m

9a)in output K 20s*m

a) a!our

Mate !ay 031%0 15307 2'30, 4-12

Ma!oor !ay %3000 177307 5%1321 4-1%

Blac)smith !ay 03250 2%'32 5357 4-02

!) Materia*

Plastic arrels each 503000

or

+teel arrels each 503000 03' '5'2317 M-172

+an! cum 3000 20%375 1,%030' M-00'20 mm steel ire rope ) 153000 237, '',3% M-17,

A!! 1 per cent of cost of ire rope for clamps etc3 '3',

c) Macinery



e) ContractorBs profit $ 0.1 on %a&!&c&d) %%3,

Cost for 20 s*m K a@@c@!@e 170350

Rate per sqm ' %a&!&c&d&e)(20 '535%

say 45".00

>.9- C Hit ? DR" ce** Sand,ic %atented)

Su++esti#e

Proision an! installation of traffic attenuators atautment/pier of flyoers ri!es usin scrap tyres of sie100 " 20 retriee! from truc)s lai! in 2 ros an! ' tiers one

aoe the other an! tie! ith 20 mm ire rope as perapproe! !esin an! !rains3

Proision an! installation of traffic impact attenuator atautment/pier of flyoers ri!es usin plastic/steel arrels03,0 m !ia an! 130 m in heiht fille! ith san! in three rosan! tie! ith20 mm steel ire rope as per approe! !esin

an! !rains

#:n this patente! : - (;> cell system ater ets

!ischare! from plastic tues on impact oer a pre-!etermine! time thus asorin the enery$

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156


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

Unit = s$m

9a)in output K 10s*ma) a!our

Mate !ay 03100 15307 1351 4-12

Ma!oor !ay 23500 177307 ''23, 4-1%

!) Materia*

Plastic tues 50 cm !ia132 m hih each '03000 L8A4?6N L8A4?6N M-1%

Cost of ater 4 123000 1,7307 200'32 M-1

20 mm steel ire rope ) 1003000 237, 27530 M-17,

A!! 1 per cent of cost of ire rope for clamps etc3 237,

c) Macinery





Cost for 10 s*m K a@@c@!@e L8A4?6N


say ;

>.9 Road Mar3ers(Road Stud ,it ense Ref*ector

Unit = 9os

9a)in output K 50Ios

a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor !ay 13000 177307 177307 4-1%

!) Materia*

each 5030001,7301 %503%0 M-0,2

A!! 10 per cent of cost of material for fi"in an! installation %530%

c) "#eread car+es $ 0.1 on %a&!) %,3

d) ContractorBs profit $ 0.1 on %a&!&c) 10%03,

Cost for 50 stu!s K a@@c@! 11%%73',

Rate per studs ' %a&!&c&d)(0 22,375

say ##7.00

>.98 Traffic Cone

Unit = ?unning mete

9a)in output K , Ios3

a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor !ay 03500 177307 35' 4-1%

!) Materia*

9raffic cones ith 150 mm reflectie sleee each ,3000 %'370 2,%351 M-1,

Proi!in an! installin a patenten! : - (;> cell system asa traffic impact attenuators usin plastic tues 50 cm !ia132 m in heiht 25 mm openin at the top place! in threeros fille! ith ater an! tie! ith a 20 mm steel ire rope

Su++esti#e

9oa# Marker&/9oa# Ftu# w%th pla&t%< Ko#) of9-M/@F@/HC-F a& per <lau&e 38.6.0 of ME9TH,Otte# w%th len&e reSe<tor&, %n&talle# %n <on<reteor a&phalt%< &urfa<e K) #r%ll%n! hole 23 II uptoa #epth of 73 II an# Ke##e# %n a &u%taKleK%tuI%nou& !rout or epox) Iortar, all a& per F

52 part 8N0452=

plastic o!y of ;PM/A+A/:P+ 100 " 100 mm fitte! ith lense reflectors

Su++est

i#e

Proision of re! fluorescent ith hite reflectie sleee trafficcone ma!e of lo !ensity polyethylene #4(P6$ material ith a s*uare ase of %0 " %0 " %5 mm an! a heiht of770 mm ' ) in eiht place! at 135 m interal all as perB+ 7%

8/17/2019 SOR-2014-15 (Folder-2).xls


157


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

c) Macinery


d) "#eread car+es $ 0.1 on %a&!&c) 2,'3

e) ContractorBs profit $ 0.1 on %a&!&c&d) 2,'3%7

Cost for , Ios3 K a@@c@!@e %2,0311

Rate per metre ' %a&!&c&d&e)(8> '735%

say 480.00

>.9= Roadside 7menities

7 Rest areas

6

C a,n

Proi!in a lan plante! ith rass an! its maintenance

>.9> Rum!*e Strips

Unit = s$m

9a)in output K 100 s*m #inclu!in aps$

>.9< o*iceman Um!re**a

Unit = eac!

9a)in output K one numer

6arthor) cum

Cement Concrete cum

ric) masonry or cum

stone masonry cum

Paintin s*m 23500

a) a!our

Mate !ay 0300

Ma!oor !ay 13000

Blac)smith !ay 13000

<el!er !ay 03250

Su++esti#e

Proi!in plainly furnishe! accommo!ation for rest rooms!ormitories restaurants stalls shops petrol pumptelephone ooth first ai! room traffic ai! post policeassistance ooth inclu!in electricity toilet an! seeraesystem

Pricin may e !one ase! on current plinth area ratesapproe! y P<(/CP<(/M6+ for a particular one3 Area isre*uire! to e assesse! for specific location as per actual

site con!itionsar3in+ areas and !us *ay!yes for truc3sF !uses and*i+t #eic*es

Pricin of par)in areas may e !one for the *uantities ofarious items ase! on the approe! !imensions an!paement !esin for a particular terrain an! soil3 ;ates foritems may e from respectie chapters3

Pricin of lan may e !one as per rates ien in thechapter on horticulture for the *uantities as per approe!!imensions in the !rains

Su++esti#e

Proision of 15 nos rumle strips coere! ith premi"ituminous carpet 15-20 mm hih at center 250 mm i!eplace! at 1 m center to center at approe! locations tocontrol spee! mar)e! ith hite strips of roa! mar)inpaint3

9he rate per s*m of premi" carpet an! roa! mar)in may ea!opte! from chapter 5 & respectiely for the *uantitiescalculate! from approe! !rains

Su++esti#e

Proision of a 2 m hih #floor to roof$ umrella for traffic

policeman at roa! crossins here necessary installe! on araise! platform uilt on a central support of a steel pipe 100mm !ia roof ma!e of 25 mm !ia steel pipe to proi!ecoere! area of % s*m roofe! ith CG: sheets all steelparts to e ien 2 coats of paint

Duantities of these items to ecalculate! as per approe! !esin an!cost a!!e! as per rates of these itemsien in chapter % an! 1%

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158


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

!) Materia*

+teel pipe 100 mm !ia metre %3500

+teel pipe 25 mm !ia metre 103000

CG: sheets ) 3000

A!! 25 per cent of cost of material for farication

c) Macinery

9ractor-trolley hour 03500

d) "#ereads $ per cent on %a&!&c)

e) Contractors rofit$ per cent on %a&!&c&d)

Rate per po*iceman um!re**a ' a&!&c&d&e

>.-0 i+ Mast o*e i+tin+ at ntercan+es and A*yo#ers

>.-1 To** *a:a

c$ 9oll ooths ith interate! roof coer

!$ Barrier ates for in!ii!ual lanes

f$ 9oll plaa office e*uipment an! furniture

i$ ih mast lihtin

$ Paement mar)in

)$ >erhea! sins

l$ .i"e! messae sins #A!ance$

m$ 8ariale messae sins

n$ 9raffic cones an! pylons

o$ .irst ai! post

p$ 9raffic ai! post an! security

A!! 2 per cent of cost of material for el!in consumales=-hoo)s ashers etc3

su++esti#e

Proi!in an! erectin a hih mast pole lihtin ith %0 mhih hot !ip alanise! mast !esine! to ithstan! forcese"erte! ith in! spee!s of 10 )m per hour ith % secon!s

ust as per :+E75 #Part %$ - 17 fitte! ith a ase flane!oor at the ase of mast ith heay !uty internal loc)lantern carriae suitale inchin arranement for safe or)in loa! of 750 ) an! hih poere! electrically !rienpoer tools for raisin an! loerin of lantern carriaefle"ile core electric cale lihtenin con!uctor earthinterminal an! fi"in 2 nos aiation ostruction lihts on top ofthe mast all complete as per approe! !esin an! !rains

9his is a specialise! or) an! is enerally !one y firms ho specialise in such os3 9he !etaile! !esins an!estimates are sumitte! y the firms alon ith their ten!erfor chec)s y the (epartment3 9he cost of this or) isre*uire! to e or)e! out ase! on approe! !esin

!rains an! estimate of the loest ten!er3 A separatecontract for this or) is conclu!e! as the contractors forroa! an! ri!e or)s enerally !onot un!erta)e such os3

9he construction operation an! maintenance of 9oll Plaacan e ro)en into separate items of or) as un!er ase!on the approe! !esin an! !rainsE-

a$ Proision of toll collection serice lane to separate!ifferent cateories of ehicles for purpose of toll collection39his inoles consi!erale increase in carriae ay i!th

$ Proision of 235 m i!e separators for !ifferent tollcollection serice lanes for safety

e$ Proision of uil!in to proi!e facility to toll plaapersonnel

$ <ater supply electricity sanitation septic-tan) systeman! !rainae

h$ 9elephone intercomes ireless communicationsystem

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159


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

>.-2 Safety De#ices and Si+ns in Construction Lones

Unit = eac!

9a)in output K one sin post

a$ (iersion one )m ahea!

$ 9raffic sin ahea!

c$ ;oa! ahea! close!

!$ Men at or)

e$ ;oa! narro

f$ +inle file traffic

$ ;iht lane !ierte!

h$ 4eft lane !ierte!

i$ ;iht lane close!

$ 4eft lane close!

)$ Me!ian close!

l$ (iersion to other carriaeay

m$ 9raffic sinal ahea!

n$ 9o ay traffic

o$ ?n - een roa!

p$ +lippery roa!

*$ 4oose chippins

r$ (ual carriaeay en!s

s$ (iersion

t$ (o not enter

u$ ;oa! close!

$ +top $ +lo

"$ >ne ay

y$ Gie ay

$ >erta)in prohiite!

aa$ +pee! limit

$ <eiht limit

cc$ eiht an! lenth limit

!!$ Io stoppin or stan!in

>.-9 orta!*e 6arricade in Construction Lone

9he *uantities for the aoe mentione! items may ecalculate! from the approe! !esin an! !rains an! theirrates a!opte! from respectie chapters of the +tan!ar! (ataBoo)

Proision an! fi"in of traffic sins for limite! perio! atsuitale locations in construction one comprisin of arninone approach transition one or)in one an! terminaltransition one ith a minimum !istance of ,0 cm from thee!e of the )er in case of )ere! roa!s an! 2 to % m fromthe e!e of the carriaeay in case of un-)ere! roa!s theottom e!e of the loest sin plate to e not less than 2 maoe the roa! leel fi"e! on ,0 mm " ,0 mm " , mm anleiron post foun!e! an! installe! as per approe! !esin an!!rains remoe! an! !ispose! of after completion ofconstruction or) all as per :;CE+PE55-2001

.olloin types of sins are re*uire! to e fi"e! inconstruction ones for safety of traffic

ee$ Any other arnin or reulatory safety sin as persite re*uirement an! consistent ith :;CE+PE55-2001 an!:;CE,7

9he rate for traffic sins are alrea!y or)e! out an! ienelsehere in this chapter3 9he same may e a!opte!3

su++esti#e

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160


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

Unit = eac!

9a)in output K one steel portale arrica!e

a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor !ay 03250 177307 ''327 4-1%

Painter !ay 03500 22%32 1113,5 4-1

<el!er !ay 03250 2%'32 5357 4-02

!) Materia*

Anle iron '5 " '5 " 5 mm ) 253000 ',3527 11,%31 M-17 /1000

M+ sheet %00 mm i!e235 m lon an! 23, mm thic) ) 153000 ',3527 ,731 M-17 /1000

Paint litre 03500 1%3%5 ,31 M-1%1

%7322

c) "#eread car+es $ 0.1 on %a&!) 21357

d) ContractorBs profit $ 0.1 on %a&!&c) 2'03'2

Rate per !arricade ' a&!&c&d 2,''3,7

say #645.00

>.-- ermanent Type 6arricade in Construction Lone

7 Hit stee* components

Unit = eac!

9a)in output K one arrica!e

a) a!our

Mate !ay 03050 15307 325 4-12

Ma!oor !ay 03%00 177307 5%312 4-1%

Painter !ay 03,00 22%32 1%%37 4-1

<el!er !ay 03%00 2%'32 7032 4-02

!) Materia*

Anle iron 50 " 50 " 5 mm2 m lon2 Ios3 ) 153000 ',3527 ,731 M-17 /1000

) 503000',3527 2%2,3%7 M-17 /1000

Paint litre 13000 1%3%5 1%3%5 M-1%1

%032'

c) "#eread car+es $ 0.1 on %a&!) %'535


Rate per !arricade ' a&!&c&d '1,301

say 4186.00

>.-- 6 Hit ,ooden components

Unit = eac!

:nstallation of a steel portale arrica!e ith horiontal rail%00 mm i!e 235 m in lenth fitte! on a JAJ frame ma!e ith'5 " '5 " 5 mm anle iron section 135 m in heihthoriontal rail painte! #2 coats$ ith yello an! hite stripes150 mm in i!th at an anle of '5 0 C JAJ frame painte! ith2 coats of yello paint complete as per :;CE+PE55-2001

A!! 2 per cent of cost of steel for el!in consumalesnuts & olts an! !rillin holes

su++esti#e

Construction of a permanent type arrica!e ma!e of steelcomponents 135 m hih from roa! leel fitte! ith %horiontal rails 200 mm i!e an! ' m lon on 50 " 50 " 5

mm anle iron ertical support painte! ith yello an! hitestrips 150 mm in i!th at an anle of '50 C complete asper :;CE+PE55-2001

M+ sheet of 12 +<G% Ios of 200 mm i!th an! ' mlenth

A!! 1 per cent of cost of steel for el!in consumalesnuts & olts an! !rillin holes

Construction of a permanent type arrica!e ma!e of oo!encomponents 135 m hih from roa! leel fitte! ith %

horiontal plan)s 200 mm i!e an! %3,, m lon on 100 "100mm oo!en ertical post painte! ith yello an! hitestrips 150 mm in i!th at an anle of '5 0 C complete asper :;CE+PE55-2001

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161


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.


a) a!our

Mate !ay 03050 15307 325 4-12

Ma!oor !ay 03%00 177307 5%312 4-1%

Painter !ay 03,00 22%32 1%%37 4-1

Carpenter !ay 03,00 2%'32 1'0357 4-0'

!) Materia*

9imer cum 0310 %1,,,32' 5,32 M-15

A!! 1 per cent of cost of timer for nuts & olts nails etc3 57300

c) "#eread car+es $ 0.1 on %a&!) ,03%

d) ContractorBs profit $ 0.1 on %a&!&c) ,703%2

Rate per !arricade ' a&!&c&d 7%7%355

say 7374.00

>.-- C Hit !ric3s

Unit = eac!


a) a!our

Mate !ay 032'0 15307 ''3'2 4-12

Ma!oor !ay %3000 177307 5%1321 4-1%

Painter !ay 13000 22%32 22%32 4-1

Mason !ay 23000 2%'32 ',35 4-11

!) Materia*

Bric) each 1003000 '3%% 7713'% M-07

Cement ) 223000 537 1273%7 M-01 /1000

+an! cum 0300 20%375 13%' M-005Paint litre 13250 1%3%5 1723' M-1%1

c) "#eread car+es $ 0.1 on %a&!) %737,


Rate per !arricade ' a&!&c&d 11%',3,

say 11347.00

>.- Drum De*ineator in Construction Lone

Unit = eac!9a)in output K one !rum !elineator

a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor !ay 03250 177307 ''327 4-1%

Painter !ay 03250 22%32 5532 4-1

!) Materia*

each 1300003' 03' M-172

Paint litre 03500 1%3%5 ,31 M-1%1

c) "#eread car+es $ 0.1 on %a&!) 2,3%


Rate per drum de*ineator ' a&!&c&d %1321

say 31".00

>.-8 A*a+man

Construction of a permanent type arrica!e ma!e ith ric) or) in mu! mortar 135 m hih ' m lon ,00 mm thic)plastere! ith cement mortar 1E, painte! ith yello an!

hite strips

su++esti

#e

Proision of metal !rum/empty itumen !rum !elineator %00mm in !iameter 00 mm hih fille! ith earth for stailitypainte! in circumferential strips of alternate lac) an! hite100 mm i!e fitte! ith reflectors % Ios of 735 cm !ia all asper :;CE+PE55-2001

+teel !rum %00 mm !ia 132 m hih/empty itumen!rum

su++esti#e

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162


Ref. to

MoRTSpec.

CostRs

Remar3s( nputref.

Unit = eac!

9a)in output K one flaman

a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor !ay 13000 177307 177307 4-1%

!) Materia*

.la of re! color cloth ,00 " ,00 mm each 13000 %'3', %'3', M-0

each 1300022352 22352 M-1,

c) "#eread car+es $ 0.1 on %a&!) 2'315

d) ContractorBs profit $ 0.1 on %a&!&c) 2,35,

Rate per f*a+man ' a&!&c&d 2231,

say #"#.00

Positionin of a smart flaman ith a yello est an! ayello cap an! a re! fla ,00 " ,00 mm securely fastene! toa staff 1 m in lenth for ui!in the traffic

<oo!en staff for fastenin of fla 25 mm !ia one mlon

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162

C7T/R?<

/ CUE/RTS


<.1 -0> CC 1@9@8 in Aoundation

Unit = cum


a) a!our

Mate !ay 03,'0 15307 113'' 4-12

Mason !ay 13000 2%'32 2%'32 4-11

Ma!oor !ay 153000 177307 2,5,305 4-1%

!) Materia*

'0mm Areate at site cum 1%300 753%5 10',532 M-055

+an! at site cum ,300 20%375 1'0531 M-005

Cement at site tonne %3%00 573'7 110532, M-01

Cost of ater 4 13000 1,7307 %00732% M-1

c) Macinery

Concrete mi"er03'/ 032 cum hour ,3000 2113, 127030 P&M-00

Generator set %% 8A hour ,3000 %'23%, 205'31, P&M-07<ater tan)er, 4 capacity hour %3000 11132' %%%372 P&M-0,0

d) "#eread car+es $ 0.1 on %a&!&c) '0,530'

e) ContractorBs profit $ 0.1 on %a&!&c&d) ''71355

Cost for 15 cum K a@@c@!@e '17302

Rate per cum ' %a&!&c&d&e)(1 %2731%

say 3#7".00

Note

<.2 2<00

Unit = mete

7 1000 mm dia

a) a!our

Mate !ay 0310 15307 %%3%1 4-12

Mason !ay 03500 2%'32 117315 4-11

Ma!oor !ay '3000 177307 7032 4-1%

!) Materia*

+an! at site cum 03070 20%375 1'32, M-005Cement at site tonne 03050 573'7 23'7 M-01

metre 123500 '%53,0 5''5300 M-1'

Granular material passin 53, mm siee for e!!in cum '3500 15%300 ,350 M-00

c) "#eread car+es $ 0.1 on %a&!) 5,73,0

d) ContractorBs profit $ 0.1 on %a&!&c) ,2'735,

Cost for 1235 metres K a@@c@! ,72%31%

Rate per metre ' %a&!&c&d)(12. 5'735

say 54"8.00

Note

<.2 6 1200 mm dia

a) a!our

Ref. toMoRT

Spec.

Remar3s(nput ref.

Plain cement concrete 1E%E, mi" ith crushe! stoneareate '0 mm nominal sie mechanically mi"e! place!in foun!ation an! compacte! y iration inclu!in curin for1' !ays3

8irator is a part of minor 9 & P hich is alrea!y inclu!e! inoerhea! chares of the contractor3

ayin+ Reinforced Cement Concrete ipe N- (restressed Concrete ipe on Airst C*ass 6eddin+ inSin+*e Ro, .

4ayin ;einforce! cement concrete pipe IP'/prestresse!concrete pipe for culerts on first class e!!in of ranular

material in sinle ro inclu!in fi"in collar ith cementmortar 1E2 ut e"clu!in e"caation protection or)sac)fillin concrete an! masonry or)s in hea! alls an!parapets 3

Taking output = 1#.5 metes % 5 pipes o' #.5 m lengt!eac! &

;CC pipe IP-' /prestresse! concrete pipe inclu!incollar at site

13 :n case of cement cra!!le e!!in *uantity of PCC M15is to e calculate! as per !esin an! price! separately an!a!!e! 3

23 9he rate analysis !oes not inclu!e e"caation cement

/masonry or)s in hea! alls ac)fillin protection or)san! parapet alls3 9he same are to e calculate! as perapproe! !esin an! !rains an! price! separately onrates aailale un!er respectie sections

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163


Remar3s(nput ref.

Mate !ay 0320 15307 5132 4-12

Mason !ay 13000 2%'32 2%'32 4-11

Ma!oor !ay ,3000 177307 10,23'2 4-1%

!) Materia*

+an! at site cum 0300 20%375 13%' M-005

Cement at site tonne 03070 573'7 '0532, M-01

metre 123500 5%13,0 ,,'5300 M-150

cum 53000 15%300 7,5300 M-00

c) "#eread car+es $ 0.1 on %a&!) ,0%321


Cost for 1235 metres K a@@c@! %523

Rate per metre' %a&!&c&d)(12. ,,23%1

say 668#.00

Note

<.9 2<00

Unit = mete

7 1000 mm dia

a) a!our

Mate !ay 03%,0 15307 ,,3,% 4-12

Mason !ay 13000 2%'32 2%'32 4-11

Ma!oor !ay 3000 177307 1'1,35, 4-1%

!) Materia*

+an! at site cum 031'0 20%375 235% M-005

Cement at site tonne 03100 573'7 5735 M-01

metre 253000 '%53,0 100300 M-1'

Granular material passin 53, mm siee for e!!in cum 123500 15%300 112350 M-00

c) "#eread car+es $ 0.1 on %a&!) 11'1237'


Cost for 1235 metres K a@@c@! 1%0'321

Rate per metre ' %a&!&c&d)(12. 110'735'

Note say 11048.00

<.9 6 1200 mm dia a) a!our

Mate !ay 035,0 15307 10%3,' 4-12

Mason !ay 23000 2%'32 ',35 4-11

Ma!oor !ay 123000 177307 212'3' 4-1%

;CC pipe IP-'/prestresse! concrete pipe inclu!in

collar at siteGranular material passin 5-, mm siee for classe!!in


23 9he rate analysis !oes not inclu!e e"caation cement/masonry or)s in hea! alls ac)fillin protection or)san! parapet alls3 9he same are to e calculate! as per

approe! !esin an! !rains an! price! separately onrates aailale un!er respectie sections

ayin+ Reinforced Cement Concrete ipe N- (restressed Concrete ipe on Airst C*ass 6eddin+ inDou!*e Ro, .

4ayin ;einforce! cement concrete pipe IP' / prestresse!concrete pipe for culerts on first class e!!in of ranularmaterial in !oule ro inclu!in fi"in collar ith cementmortar 1E2 ut e"clu!in e"caation protection or)sac)fillin concrete an! masonry or)s in hea! alls an!parapets 3

Taking output = 1#.5 metes % 10 pipes o' #.5 m lengt!

eac! in t)o o)s.&

;CC pipe IP-'/prestresse! concrete pipe inclu!incollar at site


23 9he rate analysis !oes not inclu!e e"caation cement/masonry or)s in hea! alls ac)fillin protection or)san! parapet alls3 9he same are to e calculate! as perapproe! !esin an! !rains an! price! separately onrates aailale un!er respectie sections

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164


Remar3s(nput ref.

!) Materia*

+an! at site cum 0310 20%375 %,3, M-005

Cement at site tonne 031'0 573'7 1035% M-01

metre 253000 5%13,0 1%20300 M-150

cum 1%3750 15%300 210%375 M-00

c) "#eread car+es $ 0.1 on %a&!) 1%,%30


Cost for 1235 metres K a@@c@! 1,77513

Rate per metre' %a&!&c&d)(12. 1%'2031,

Note say 134#0.00

;CC pipe IP-' /prestresse! concrete pipe inclu!incollar at site

Granular material passin 5-, mm siee for class

e!!in


23 9he rate analysis !oes not inclu!e e"caation cement/masonry or)s in hea! alls ac)fillin protection or)san! parapet alls3 9he same are to e calculate! as perapproe! !esin an! !rains an! price! separately onrates aailale un!er respectie sections

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165

C7T/R? 10

M7NT/N7NC/ "A R"7DS


10.1 9002 Restoration of Rain Cuts

Unit = cum


a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery

6"caator130 cum uc)et capacity ,0 cum per hour hour 031%0 151,3%2 17312 P&M-02,

9ipper # 4 is aerae lea! in )m for orro earth$ tonne3)m 12 " 4 2327 27322

2372

Plate compactor hour 03500 1'23 71350 P&M-0,

c) "#eread car+es $ 0.1 on %a&!) ,,375

d) ContractorBs profit $ 0.1 on %a&!&c) 7%3'%

Cost for 10 cum K a@@c@! 073,

Rate per cum ' %a&!&c&d)(10 0377

say 81.00

Note

10.2 9009 Maintenance of /arten Sou*der %fi**in+ ,it fres soi*)

Unit = s$m


Assumin aerae thic)ness of fillin to e 150 mm

Duantity of fresh material K 15 cum

a) a!our

Mate !ay 0310 15307 %%3%1 4-12

Ma!oor !ay '3500 177307 7,32 4-1%

!) Macinery

6"caator130 cum uc)et capacity ,0 cum per hour hour 03250 151,3%2 %730 P&M-02,

9ipper # 4 is aerae lea! in )m for orro earth$ tonne3)m 2'"4 2327 5'3'%

53''

Plate compactor 25 s*m per hour hour 123000 1'23 171530 P&M-0,

c) "#eread car+es $ 0.1 on %a&!) 2350

d) ContractorBs profit $ 0.1 on %a&!&c) %23%5

Cost for 100 s*m K a@@c@! %,113%

Rate per sqm ' %a&!&c&d)100 %,312

say 36.00

10.9 9009 Maintenance of /art Sou*der %strippin+ ecess soi*)

Unit = s$m


Assumin aerae !epth of strippin as 75 mmDuantity of earth cuttin inole! K 735 cum

a) a!our

Mate !ay 03100 15307 1351 4-12

Ma!oor !ay 23500 177307 ''23, 4-1%

!) Macinery

Ref. toMoRT

Spec.

Remar3s(nput ref.

;estoration of rain cuts ith soil moorum rael or ami"ture of these clearin the loose soil enchin for %00

mm i!th layin fresh material in layers not e"cee!in 250mm an! compactin ith plate compactor or poer rammersto restore the oriinal alinment leels an! slopes

4ea! K1 )m &P&M-05

A!! 10 per cent of cost of carriae toar!s loa!in an!unloa!in chares3

>nly 75 per cent of fresh material has een proi!e! as 25per cent can e retriee! at site from earth that is flon!on the slope in the form of slurry an! !eposite! at the footof the rain cuts

Ma)in up loss of material/ irreularities on shoul!er to the

!esin leel y a!!in fresh approe! soil an! compactin it ith appropriate e*uipment3

4ea! K1 )m &P&M-05

A!! 10 per cent of cost of transportation to coer cost ofloa!in an! unloa!in

+trippin e"cess soil from the shoul!er surface to achieethe approe! leel an! compactin ith plate compactor

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167


Ref. to

MoRTSpec.

Remar3s(nput ref.

+mooth heele! roller -10 tonnes hour 123000 ,,5300 70300 P&M-0''

c) Materia*

:$ Bitumen tonne 223500 51%''35 115525%32 M-075

ii$ Bitumen emulsion for tac) coat 3 tonne 1310 '5'3, 5'10235 M-077

iii$ Areates

4radin+ ? 1<mm%Nomina* si:e)

20-10mm %5 per cent cum 3750 10737' 10501375 M-0'5

10-5 mm 2% per cent cum ,53550 7'%30 '7032 M-025M-0'0

5mm an! elo '0 per cent cum 11'3000 217300 2'7%300 M-0%0

.iller 2 per cent y eiht of areate tonne 3,20 ''273%1 %1,%3% M-1

A!! 5 per cent for astae 10317

or

4radin+? 19mm %Nomina* si:e)

1%32-10 mm %0 per cent cum 53500 10300 7705300 M-0''

10-5 mm 25 per cent cum 713250 7'%30 52''3 M-025

5 mm an! Belo'% per cent cum 1223550 217300 2,5%3%5 M-0%0

.iller 2 per cent tonne 3,20 ''273%1 %1,%3% M-1

A!! 5 per cent for astae 10317

10. %i) for +radin+ Materia*

d) "#eread car+es $ 0.1 on %a&!&c) 1,7003,7

e) ContractorBs profit $ 0.1 on %a&!&c&d) 1,,7037'

Cost for '00 cum K a@@c@!@e 205%%730

Rate per cum ' %a&!&c&d&e)(-<00 '130,

say 41".00

;10. %ii) for +radin+ Materia*


e) ContractorBs profit $ 0.1 on %a&!&c&d) 1%,'310

Cost for '00 cum K a@@c@!@e 202%,0530,

Rate per cum ' %a&!&c&d&e)(-<00 '123

say 413.00

;Note

10.8 900-.9.9 Crac3 Ai**in+

Unit = ?unning ete

Taking out put = 500m

a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor !ay 13000 177307 177307 4-1%

!) Materia*

+lo-curin itumen emulsion %%3000 '535 151%305 M-077

+tone crusher !ust cum 03020 21132% '322 M-021

c) "#eread car+es $ 0.1 on %a&!) 170317


Cost for 500s*m K a@@c@! 205311

Rate per meter ' %a&!&c&d&e)(00 '312

say 4.10

10.= 900-.- Dustin+

Any one of the aoe alternaties of areate i3e3 1mm or1%mm nominal sie may e a!opte! as per approe!!esin3

.or !etaile! or)in of *uantities of areates refer item53 of chapter 5

.illin of crac) usin slo - curin itumen emulsion an!

applyin crusher !ust in case crac) are i!er than %mm3

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168


Ref. to

MoRTSpec.

Remar3s(nput ref.

Unit = $m


a) a!our

Mate !ay 0300 15307 1'31 4-12Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Materia*

cum ,3250 21132% 1%2031, M-021

c) "#eread car+es $ 0.1 on %a&!) 1,31


Cost for %500s*m K a@@c@! 20'%31

Rate per meter ' %a&!&c&d)(900 035

say 0.60

10.> Ao+ Sea* s*m '%300 :tem 5317

Crac3 re#ention courses.

%i) s*m ,7300

%ii) s*m 2300

%iii) s*m 110300

%i#) Bitumen :mprenate! Geote"tile s*m 1'300

10.> S*urry Sea*

%i) 5 mm thic)ness s*m 72300

%ii) % mm thic)ness s*m 51300

%iii) 135 mm thic)ness s*m %1300

10.> Surface Dressin+ for maintenance ,or3s.

%i) 1 mm nominal chippin sie s*m 300

%ii) 1% mm nominal sie chippin s*m 7300

10.< 900.1 Repair of oint 4roo#es ,it /poy Mortar

Unit = unning mete


a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor !ay 03500 177307 35' 4-1%

Chiseller !ay 03500 15307 235' 4-05

!) Materia*

6po"y primer ) 23500 301 22352 M-07

) 103000 2231 2230 M-05

c) Macinery

Air compressor 250 cfm for cleanin hour 03050 2%37, 1'3, P&M-001

7pp*yin+ cruser dust to areas of road ,ere !*eedin+of ecess !itumen as occurred.

Stone cruser dust finer tan 9mm ,it not moretan 10 per cent passin+ 0.0= sie#e.

%7)

900-.9.2

%6)900-.9.-

+tress Asorin Memrane #+AM$ crac) i!th less than ,mm

:tem 5321Case-:

+tress Asorin Memrane #+AM$ ith crac) i!th , mm to mm

:tem 5321Case-::

+tress Asorin Memrane #+AM$ crac) i!th aoe mman! crac)e! area aoe 50 per cent

:tem 5321Case-:8

:tem 5321Case-:8

%C)900-.

:tem 5315Case-:

:tem 5315Case-::

:tem 5315Case-:::

%D)900-.8

:tem 53Case-:

:tem 53Case-::

9he aoe mentione! items hae alrea!y een inclu!e! inchapter 53

;epair of spalle! oint rooes of contraction ointslonitu!inal oints an! e"pansion oints in concretepaements usin epo"y mortar or epo"y concrete

6po"y compoun! ith accessories for preparin epo"ymortar

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169


Ref. to

MoRTSpec.

Remar3s(nput ref.



Cost for 10 metres K a@@c@!@e %,530,

Rate per metre ' %a&!&c&d&e)(10 %,351

say 370.00

10.10 900.2 Repair of o*d oints Sea*ant

Unit = unning mete


a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor !ay 03500 177307 35' 4-1%

!) Materia*

Primer ) 03250 03' 22371 M-1',

+ealant ) 13000 1731 1731 M-120

c) Macinery

Air compressor 250 cfm for cleanin hour 03050 2%37, 1'3, P&M-001


e) ContractorBs profit $ 0.1 on %a&!&c&d) 1,3,%

Cost for 10 metres K a@@c@!@e 123

Rate per metre ' %a&!&c&d&e)(10 132

say 18.30

10.11 9000 i** Side Drain C*earance

Unit = unning mete


a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 13000 177307 177307 4-1%

!) "#eread car+es $ 0.1 on %a&!) 131


Cost for 10 metres K a@@c 2%2317

Rate per metre ' %a&!&c)(10 2%322

say #3.#0

10.12 9000 and S*ide C*earance in soi*

Unit = cum


a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor !ay 13000 177307 177307 4-1%

!) Macinery

(oer 0 P ,0 cum per hour hour 13,70 %1%532' 52%535 P&M-01'

c) "#eread car+es $ 0.1 on %a&!) 5'230%

d) ContractorBs profit $ 0.1 on %a&!&c) 5,32'

Cost for 100 cum K a@@c@! ,5535

Rate per cum ' %a&!&c&d)(100 ,535

say 66.00

;emoal of e"istin sealant an! re sealin of contractionlonitu!inal or e"pansion oints in concrete paement ithfresh sealant material

;emoal of earth from the cho)e! hill si!e !rain an!!isposin it on the alley si!e manually

Assumin muc) causin cho)in of !rain to e 032 cum permetre *uantity of earth to e remoe! for 10 metres K 2cum

Clearance of lan! sli!es in soil an! or!inary roc) y a ull-!oer ( 0 A-12 10 P an! !isposal of the same on thealley si!e

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170


Ref. to

MoRTSpec.

Remar3s(nput ref.

Note

10.19 9000 ands*ide C*earance in ard Roc3 Requirin+ 6*astin+

Unit = cum


a) a!our

Mate !ay 0300 15307 1,3,, 4-12

Ma!oor !ay 13500 177307 2,53,1 4-1%

(riller !ay 03750 20,3 15532' 4-0,

Blaster !ay 03070 23%1 20325 4-0%!) Macinery

(oer ( 0 A-1210 P ,0 cum per hour hour 13,70 %1%532' 52%535 P&M-01'

Air compressor 250 cfm ith to ac) hammer hour 23500 2%37, 7%'3'0 P&M-001

c) Materia*s

Gelatine 0 per cent %5 ) per 100 cum ) 173500 112377 17%3' M-10'

each 703000 1'327 3,% M-0' /100

c) "#eread car+es $ 0.1 on %a&!) '0301

d) ContractorBs profit $ 0.1 on %a&!&c) 10%'301

Cost for 100 cum K a@@c@!@e 11%7'31,

Rate per cum ' %a&!&c&d&e)(100 11%37'

say 114.00

Note

10.1- 9000 Sno, C*earance on Roads ,it Do:er

Unit = cum


a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery

(oer ( 0 A-1210 P 50 cum per hour hour 530 %1%532' 1'%5321 P&M-01'

c) "#eread car+es $ 0.1 on %a&!) 103'2

d) ContractorBs profit $ 0.1 on %a&!&c) 20,3',

Cost for 5000 cum K a@@c@! 2275%30%

Rate per cum ' %a&!&c&d)(000 '355

say 4.60

Note

10.1 9000 Sno, C*earance on Roads ,it Sno, 6*o,ers

Unit = cum

4an! +li!e clearance inoles pushin of loose earth sli!e!on the roa! surface from hill face on the alley si!e3 +inceno cuttin of oriinal roun! is inole! the output of !oerhas een ta)en as ,0 cum per hour for soil or!inary roc)an! laste! har! roc)3 oeer if there are oection to!isposin of earth on alley si!e a!!itional resources for its!isposal shall e consi!ere! as per site con!itions3

Clearin of lan! sli!e in har! roc) re*uirin lastin for 50per cent of the oul!ers an! !isposal of the same on thealley si!e3

6lectric (etonators 1 (etonator for 2 Gelatine stic)sof 125 ms each

Cre!it for the roc) if foun! acceptale as constructionmaterial shall e affor!e!

+no clearance from roa! surface y a ull- !oer 1,5 pan! !isposin it on the alley si!e

i$ 4aour proi!e! ill not e cuttin the sno3 9hey ill eui!in the !oer operator on the alinment of the roa! asentire surface ets coere! ith sno an! the e!es of theroa! are not isile an! for chanin the la!e anle3 Alsothey ill )eep a atch on the hill si!e for any eentuality ofaalanches sli!e etc

+no clearance from roa! surface y a sno loer an!!isposin on the alley si!e3

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171


Ref. to

MoRTSpec.

Remar3s(nput ref.


a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery

+no loer e*uipment 1'0 P ,00 cum per hour hour ,3000 8alue L8A4?6N P&M-07



Cost for %,00 cum #a@@c@!$ L8A4?6N

Rate per cum ' %a&!&c&d)(9800 L8A4?6N

say ;

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171

C7T/R?11

OR'!UL'UR%


11.1 90=

Unit = cum


a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor !ay 13000 177307 177307 4-1%

!) "#eread car+es $ 0.1 on %a) 13'5


Cost for 15 cumK a@@c 22%321

Rate per cum ' %a&!&c)(1 1'3

say 14."0

11.2 90= 4rassin+ ,it B Doo!sB 4rass

Unit = s$m


%i) n ro,s 1 cm apart in eiter direction

a) a!our

Mate !ay 03170 15307 %13', 4-12

Ma!oor for rassin !ay 03750 177307 1%230 4-1%

Ma!oor for maintenance for %0 !ays !ay 13000 177307 177307 4-1%

!) Macinery

<ater tan)er, 4 capacity hour 03500 11132' 553,2 P&M-0,0

c) Materia*

(oo rass ) 1003000 %30' %0'300 M-112

d) "#eread car+es $ 0.1 on %a&!&c) 70310e) ContractorBs profit $ 0.1 on %a&!&c&d) 77310

Cost for 100 s*m K a@@c@!@e '315

Rate per sqm' %a&!&c&d&e)(100 3'

say 8.50

11.2 %ii) n ro,s =. cm apart in eiter direction

a) a!our

Mate !ay 03220 15307 '0372 4-12

Ma!oor for rassin3 !ay 13250 177307 2213%' 4-1%

for maintenance for %0 !ays !ay 13000 177307 177307 4-1%

!) Macinery

<ater tan)er, 4 capacity hour 03750 11132' %3'% P&M-0,0

c) Materia*

(oo rass ) 2003000 %30' ,0300 M-112

d) "#eread car+es $ 0.1 on %a&!&c) 11%30,

e) ContractorBs profit $ 0.1 on %a&!&c&d) 12'3%,

Cost for 100 s*m K a@@c@!@e 1%,737

Rate per sqm ' %a&!&c&d&e)(100 1%3,

say 13.70

Note

11.9 90=

Unit = s$m


Ref. to

MoRTSpec.

Remar3s(

nput ref.

Spreadin+ of S*ud+e Aarm Iard Manure or(and +ood/art

+prea!in of slu!e farm yar! manure or/ an! oo! earth inre*uire! thic)ness #cost of slu!e farm yar! manure or/an!

oo! earth to e pai! for separately$

Grassin ith J(oosJ rass inclu!in aterin an!maintenance of the lan for %0 !ays or more till the rassforms a thic) lan free from ee!s an! fit for moininclu!in supplyin oo! earth if nee!e!

:n the case of horticulture one mate has een proi!e! foreery 10 ma!oors as maintenance of rass an! plantsre*uire more care3

Ma3in+ a,ns inc*udin+ *ou+in+ and Dra++in+ ,it

BS,a+aB 6rea3in+ of C*od

Ma)in lans inclu!in plouhin an! rea)in of clo!remoal of ruish !ressin an! supplyin !oos rassroots an! plantin at 15 cm apart inclu!in supplyin an!sprea!in of farm yar! manure at rate of 031 cum per 100s*m

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173


Remar3s(nput ref.

say 14.70

11.8 90=

Unit = s$m


a) a!our

Mali !ay 103000 20,3 20,30 4-0

!) Macinery

<ater tan)er, 4 capacity hour 203000 11132' 222'30 P&M-0,0

c) Materia*

Cost of ater 4 ,03000 1,7307 1002'30 M-1

d) "#eread car+es $ 0.1 on %a&!&c) 1'%13


Cost for 100 s*m K a@@c@!@e 17%2537'

Rate per sqm ' %a&!&c&d&e)(100 17%32,

say 173.00

11.= 90= *antin+ and Maintainin+ of ermanent ed+es

%a)

Unit = ?unning mete

Taking output = 100mete

a) a!our

Mate !ay 13'00 15307 25310 4-12!ay 103000 177307 1770370 4-1%

!ay '3000 177307 7032 4-1%

!) Macinery


c) Materia*

Cost of he!e plants 2 ros at %0 cm apart each 2"%'0 2230 1550'300 M-11,

+upply of farm yar! manure at site of or) cum '3,70 523,5 2',30 M-1,7

Pestici!e ) 03250 5,3% 1'310 M-1%,

Cost of ater 4 %3000 1,7307 501320 M-1


e) ContractorBs profit $ 0.1 on %a&!&c&d) 2%'1300

Cost for 100 metres K a@@c@!@e 2575037

Rate per metre ' a&!&c&d&e)(100 257351

say #58.00

%!) Maintenance of ed+e for one year

Unit = ?unning mete

Taking output = 100 m

a) a!our

Mate !ay %3000 15307 555321 4-12

Ma!oor !ay %03000 177307 5%12310 4-1%

!) Macinery


c) Materia*

Maintenance of a,ns ,it Aine 4rassin+ for te Airst

Iear

Maintenance of lans ith fine rassin for the first yearinclu!in aterin etc

*antin+ permanent ed+es inc*udin+ di++in+ oftrences

Plantin permanent he!es inclu!in !iin of trenches ,0cm i!e an! '5 cm !eep refillin the e"caate! earth mi"e!

ith farmyar! manure supplie! at the rate of '3,5 cum per100 metres an! supplyin an! plantin he!e plants at %0cm apart

Ma!oor for !iin of trench ,0 cm i!e an! '5 cm!eep

Ma!oor for refillin the e"caate! earth mi"e! ithco !un preparation of roun! an! !iin of plantfrom the nursery carriae to site an! plantin inposition

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174


Remar3s(nput ref.

Manure slu!e/.arm yar! manure cum 23000 523,5 10573%0 M-1,7

Pestici!e ) 03500 5,3% 231 M-1%,

Cost of ater 4 %03000 1,7307 5012305 M-1

Cost of he!e plants 10 per cent casualty each ,3000 2230 15503'0 M-11,

d) "#eread car+es $ 0.1 on %a&!&c) 1'0731'


Cost for 100 metres K a@@c@!@e 1702,3'5

Rate per metre ' a&!&c&d&e)(100 17032,

say 170.00

11.> 90=

%a) *antin+ f*o,erin+ p*ants and sru!s in centra* #er+e


a) a!our

Mate !ay 13200 15307 22230 4-12

Ma!oor !ay 123000 177307 212'3' 4-1%

!) Macinery

<ater tan)er, 4 capacity hour ,3000 11132' ,,73'' P&M-0,0

c) Materia*

Plants each 2003000 2%3' '7731 M-100

+hrus each 003000 113'0 120300 M-1,,

Manure slu!e/.arm yar! manure cum ,%3,'0 523,5 %%,'%32 M-1,7

Pestici!e ) 03500 5,3% 231 M-1%,

Cost of ater 4 %,3000 1,7307 ,01'3', M-1

d) "#eread car+es $ 0.1 on %a&!&c) 5,,0375

e) ContractorBs profit $ 0.1 on %a&!&c&d) ,22,32Rate per 5m ' %a&!&c&d&e) ,'530,

say 684"5.00

11.> %!)

Unit = km

Taking output = one km

a) a!our

Mate !ay %,3000 15307 ,,,2352 4-12

Ma!oor !ay %,53000 177307 ,',%0355 4-1%

!) Macinery


c) Materia*

Manure +lu!e / farm yar! manure at site cum 103000 523,5 52,350 M-1,7

Cost of ater 4 103000 1,7307 %007232 M-1

;eplacement of casualties 10 per cent

Plants each 203000 2%3' '7372 M-100

+hrus each 03000 113'0 12300 M-1,,

Pestici!es ) 13500 5,3% '35 M-1%,



Rate per 5m for one year ' %a&!&c&d&e) 1'2'73

say 14#"48.00

11.< 90= *antin+ of Trees and teir Maintenance for one Iear

*antin+ and Maintainin+ of A*o,erin+ *ants andSru!s

Unit = ?unning metes #00 plants and 800 s!u/s in t)o

o)s in one km lengt! o' oad )!ee )idt! o' ege is3m and a/oe.

Maintenance of f*o,erin+ p*ants and sru!s in centra*#er+e for one year

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175


Remar3s(nput ref.

Unit = ac!

Taking output = 10 teesa) a!our

Mate !ay 13700 15307 %1'3,2 4-12

Ma!oor for plantin !ay 23000 177307 %5'31' 4-1%

Ma!oor for maintenance for one year !ay 153000 177307 2,5,305 4-1%

!) Macinery


c) Materia*

+aplin 2 m hih 25 mm !ia each 103000 1735' 1753'2 M-1,0

.arm yar! manure cum 03'0 523,5 ',3% M-1,7

Pestici!e ) 03500 5,3% 231 M-1%,

Cost of ater 4 123000 1,7307 200'32 M-1

d) "#eread car+es $ 0.1 on %a&!&c) ,25327

e) ContractorBs profit $ 0.1 on %a&!&c&d) ,737

Cost for 10 trees K a@@c@!@e 75,5371

Rate per trees ' %a&!&c&d&e)(10 75,357

say 757.00

11.10 90>

Unit = s$m


a) a!our

Mate !ay 03120 15307 22321 4-12

Ma!oor !ay %3000 177307 5%1321 4-1%

!) Macinery


c) Materia*

Cost of ater 4 %3000 1,7307 501320 M-1



Cost for 100 s*m K a@@c@!@e 1%'%3%

Rate per sqm ' %a&!&c&d&e) ( 100 1%3'%

say 13.40

11.11 90>.2 Supp*y at Site He** Decayed Aarm Iard Manure

Unit = cum

Taking output = one cum

a& ateial

cum 13000 523,5 523,5 M-1,7

!) "#eread car+es $ 0.1 on %a) 5237


Plantin of trees y the roa! si!e #Aenue trees$ in 03,0 m!ia holes 1 m !eep !u in the roun! mi"in the soil ith!ecaye! farm yar!/slu!e manure plantin the saplinsac)fillin the trench aterin fi"in the tree uar! an!maintainin the plants for one year

Reno#ation a,ns inc*udin+F Heedin+F Aor3in+ te4roundF Top Dressin+ ,it Aor3ed Soi*

;enoation lans inclu!in ee!in for)in the roun!top !ressin ith for)e! soil aterin an! maintenance thelans for %0 !ays or more till the rass forms a thic) lanfree from ee!s an! fit for moin an! !isposal of ruishas !irecte! inclu!in supplyin oo! earth if nee!e! ut

e"clu!in the cost of ell !ecaye! farm yar! manure

+upply at site of or) ell !ecaye! farm yar! manure fromany aailale source approe! y the enineer in chareinclu!in screenin an! stac)in

a) Cost of ,e** decayed farm yard manure du*yscreenedF *oadin+F carria+eF un*oadin+ andstac3in+ at site

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176


Remar3s(nput ref.

Rate per cum ' %a&!&c) ,%3,7

640.00

11.12 90>.20 Supp*y at Site of Hor3( Store?Deoi*ed Neem Ca3e

Unit = $uintal

Taking output = one $uintal

*uintal 13000

!) "#ereads$ per cent on %a)

c) Contractors profit$ per cent on %a&!)

Rate per quinta* ' a&!&c E7U/

11.19 90>.2 Supp*yin+ S*ud+e

+upplyin slu!e !uly stac)e! at site/ store

Unit = cum

Taking output = one cum

cum 13000

!) "#ereads$ per cent on %a)

c) Contractors profit$ per cent on %a&!)

Rate per cum ' a&!&c E7U/

11.1- Ne,

Unit = ac!

Taking output = one tee guad

a) a!our

Mate !ay 03050 15307 325 4-12

Mason !ay 03250 2%'32 5357 4-11

Ma!oor !ay 03250 177307 ''327 4-1%

!) Materia*

Bric) 2n! class inclu!in carriae each 2%03000 '3%% 5357 M-07

Cement mortar 1E, cum 03025 2107300 523,

c) "#eread car+es $ 0.1 on %a&!) 11,30%

d) ContractorBs profit $ 0.1 on %a&!&c) 1273,'Rate per tree 4uard ' a&!&c&d 1'0'301

say 1404.00

;

Unit = ete

Taking output= 10 metes

a) a!our

Mate !ay 03002 15307 03%7 4-12

Mason !ay 03050 2%'32 11371 4-11Ma!oor !ay 03050 177307 35 4-1%

!) Materia*

Bric) 2n! class inclu!in carriae each 503000 '3%% 21,3'% M-07

+upply at site of or)/ store-!eoile! neem ca)e !uly pac)e!in use! unny as

a) CostF carria+eF *oadin+F un*oadin+ and stac3in+ instore(site

a) Cost of s*ud+e inc*udin+ carria+eF *oadin+Fun*oadin+ and stac3in+ at site

a*f 6ric3 Circu*ar Tree 4uardF in 2nd C*ass 6ric3Finterna* diametre 1.2 metresF and ei+t 1.2 metresFa!o#e +round and 0.20 metre !e*o, +round

alf ric) circular tree uar! in 2n! class ric) internal!iametre 1325 metres an! heiht 132 metres aoe roun!an! 0320 metre elo roun! ottom to courses lai! !ryan! top three courses in cement mortar 1E, #1 cement ,san!$ an! the interme!iate courses ein in !ry honey commasonry as per !esin complete

:tem 123,#($

6!in ith 2n! class ric)s lai! !ry lenthise inclu!ine"caation refillin consoli!ation ith a han! pac)in an!sprea!in nearly surplus earth ithin a lea! of 50 metres

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177


Remar3s(nput ref.

c) "#eread car+es $ 0.1 on %a&!) 2%37'


Cost for 10 metre K a@@c@! 27321


say #8.70

11.18 Ne,

Unit = ac!


a) a!our

Mate !ay 03020 15307 %370 4-12

Blac)smith !ay 03150 2%'32 %531' 4-02

Ma!oor !ay 03070 177307 123% 4-1%

!) Materia*

6mpty itumen !rum each 13000 03' 03' M-172

M+ sheet 50 " 035 mm ) 03,50 ',35% %032'

;iets , mm !ia an! 10 mm in lenth each 223000 53,' 12'305 M-15

c) "#eread car+es $ 0.1 on %a&!) 23,'

d) ContractorBs profit $ 0.1 on %a&!&c) %23,0

Rate for eac tree +uard ' a&!&c&d %53,1

say 35".00

11.1= Ne,

Unit = ac!


a) a!our

Mate 030'0 15307 73'0 4-12

Blac)smith !ay 03200 2%'32 ',3, 4-02

Ma!oor 03200 177307 %53'1 4-1%

!) Materia*

6mpty itumen !rum each 13500 03' 1%,327 M-172

M+ sheet50 " 035 mm ) 03,50 ',35% %032'

;iets , mm !ia an! 10 mm in lenth each 503000 53,' 213% M-15

M+plate%0 " % mm ) 13%00 ',35% ,03'

c) "#eread car+es $ 0.1 on %a&!) 53,


Rate for eac tree +uard ' a&!&c&d 72'3%0

say 7#4.00

11.1> Ne, Hrou+t ron and Mi*d Stee* He*ded Hor3

Ma3in+ Tree 4uard 9 cm dia and 1.9 m i+ as per

Desi+n from /mpty 6itumen Drums

Ma)in tree uar! 5% cm !ia an! 13% m hih as per !esinfrom empty itumen !rum slit suitaly to permit sun an! air#supplie! y the !epartment at stoc) issue rate$ inclu!inproi!in an! fi"in 2 nos M+ sheet rins 50 " 035 mm ithriets complete in all respect

M-17 /1000

Ma3in+ Tree 4uard 9 cm dia and 2 Metre i+ as perDesi+n from /mpty 6itumen Drums

Ma)in tree uar! 5% cm !ia an! 2 metres hih as per!esin from empty itumen !rums slit suitaly to permit sunan! air # supplie! y the !epartment at stoc) issue rate$inclu!in proi!in an! fi"in four les '0 cm lon of %0 " %mm M+ riete! to tree uar! an! proi!in an! fi"in 2 nosM+ sheet rins 50 " 035 mm ith riets complete in allrespects

M-17 /1000

M-17 /1000

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178


Remar3s(nput ref.

Unit = $uintal

Taking output = one $uintal

a) a!our

Mate !ay 03'50 15307 %32 4-12

!ay 23000 2%'32 ',35 4-02

Ma!oor for fi"in an! helper for Blac)smith/el!er !ay 23500 177307 ''23, 4-1%

!) Materia*

Anle tees channels etc *uintal 13050 ',5237% '53%7 M-17 /10

(e!uct the cost of scrap *uintal 03050 -155031 #77355$ M-17/10/%

2'03%

c) "#eread car+es $ 0.1 on %a&!) ,0'32d) ContractorBs profit $ 0.1 on %a&!&c) ,,'370

Rate per quinta* ' a&!&c&d 7%1137%

say 731#.00

11.1< Ne, Tree 4uard ,it MS ron

Unit = ac!


a) a!our

Mate !ay 03050 15307 325 4-12

Blac)smith !ay 03250 2%'32 5357 4-02

Ma!oor !ay 03250 177307 ''327 4-1%

!) Materia*

M+ iron 25 " , mm ) 13200 ',3527 %3%2

M+ iron 25 " % mm ) 3,00 ',3527 '',3,,

c) Macinery

9ractor-trolley hour 030'0 171302 ,3' P&M-05%

d) aintin+

Paintin to coats inclu!in primin s*m 13770 %300 ,30% :tem 3

e) "#eread car+es $ 0.1 on %a&!&c) 1'53

f) ContractorBs profit $ 0.1 on %a&!&c&e) 1,03'

Rate per tree +uard 'a&!&c&d&e&f 1%'3%2

say 1834.00

Note

11.20 Ne, Tree 4uard ,it MS 7n+*e ron and Stee* Hire

<rouht iron an! mil! steel el!e! or) #usin anless*uare ars tees an! channel rills ratin frames atesan! tree uar!s of any sie an! !esin etc3 inclu!in cost ofscreens an! el!in ro!s or olts an! nuts complete fi"e! inposition ut ithout the cost of e"caation an! concrete forfi"in hich ill e pai! separately

Blac)smith/ el!er for cuttin to !esin an! shape an! ointin

A!! 5 per cent of cost of material for el!in ro!s an! other el!in accessories

Proi!in an! fi"in M+ iron tree uar! ,0 cm !ia an! 2metre hih aoe roun! leel forme! of ' Ios #25 " , mm$an! Ios #25 " % mm$ ertical M+ riete! to % Ios #25 " ,mm$ iron rins in to hales olte! toether ith mm !iaan! %0 mm lon olts inclu!in paintin to coats ith paintof approe! ran! oer a coat of primin complete in allrespects3

M-17 /1000

M-17 /1000

A!! 5 per cent of cost of material for rietin oltinan! el!in accessories

1 9he items of e"caation an! concretin to e measure!an! pai! separately as per !esin 3

2 3 ;ate of paintin may e a!opte! from the chapter as9raffic sins3

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179


Remar3s(nput ref.

Unit = ac!


a) a!ourMate !ay 03050 15307 325 4-12

Blac)smith !ay 03250 2%'32 5357 4-02

<el!er !ay 03250 2%'32 5357 4-02

Ma!oor !ay 03250 177307 ''327 4-1%

!) Materia*

M+ anle %0 " %0 " % mm ) 1%3500 ',35% ,2312

M+ iron 25 " % mm ) 13000 ',35% %73'

+teel ire % mm !ia ) ,3000 %032 113, M-12

23%,

c) Macinery

9ractor-trolley hour 030'0 171302 ,3' P&M-05%

d) aintin+

Paintin to coats inclu!in primin s*m 13500 %300 5350 :tem 3

e) "#eread car+es $ 0.1 on %a&!&c) 10372

f) ContractorBs profit $ 0.1 on %a&!&c&e) 2037

Rate per tree +uard ' a&!&c&d&e&f 2%,,317

say #366.00

11.21 Ne, Compensatory 7fforestation

Unit = ectae

Taking output = one !ectae

a) a!our

i) *antin+

Mate !ay 23500 15307 ',23, 4-12

Ma!oor !ay 253000 177307 ''2,375 4-1%

ii) Aor Maintenance for one year

Mate !ay 53000 15307 253%5 4-12

Ma!oor !ay 503000 177307 5%350 4-1%

!) Macinery

(oer 0 P 1000 s*m/hour hour 103000 20237 202730 P&M-015

<ater tan)er, 4 capacity #for plantin$ hour %3000 11132' %%%372 P&M-0,0

<ater tan)er, 4 capacity #for maintenance$ hour 253000 11132' 271300 P&M-0,0

c) Materia*

+aplin 1 to 135 m hih 2 cm !ia stem each 203000 1'30% '0,37

A!! 10 per cent of saplin each 23000 1'30% '0,3

(ecaye! farm yar!/slu!e manure #plantin$ cum ,0300 523,5 %21'37 M-1,7

(ecaye! farm yar!/slu!e manure #maintenance$ cum '3000 523,5 211'3,0 M-1,7

Pestici!es for plantin ) 03500 5,3% 231 M-1%,

Pestici!es for maintenance ) 13500 5,3% '35 M-1%,

Cost of ater 4 13000 1,7307 %00732% M-1


Proi!in an! fi"in tree uar! 03,0 metre s*uare 2300metre hih faricate! ith M+ anle iron %0 " %0 " % mmM+ iron 25 " % mm an! steel ire% mm !ia el!e! an!faricate! as per !esin in to hales olte! toether

M-17 /1000

M-17 /1000

A!! 5 per cent of cost of material for rietin oltin

an! el!in accessories

Plantin trees as compensatory afforestation at the rate of20 trees per hectare at a spacin of , m y ruin an!

leelin the roun! upto a !epth of 150 mm !iin holes03 m !ia 1 m !eep mi"in farm yar!/slu!e manure ithsoil plantin of saplin 2 m hih ith 25 cm !ia stemac)fillin the hole an! aterin

M-1,0 "03

M-1,0 "03

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180


Remar3s(nput ref.

e) ContractorBs profit $ 0.1 on %a&!&c&d) 773',

Rate per ectare ' a&!&c&d&e ,772310

say "677#.00

Note Cost of fencin to e proi!e! as per sie of plot an!approe! !esin measure! an! pai! separately

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180

A'%R*,+

&OUNDA'!ONS

Sr No Description Unit Quantity Rate Rs st Rs


"rdinary soi*

Unit = cum


7 Manua* Means

%i) Dept upto 9 m

a) a!our

Mate #a) 3.08 01.35 61.40

Ma!oor #a) 2.13 055.35 704.51

!) "#eread car+es $ 0.2 on %a) 070.80

c) ContractorBs profit $ 0.1 on %a&!) 3.50

Cost for 10 cum K a@@c 5.5

Rate per cum ' %a&!&c)(10 .5

say 8".00

Note

12.1 %) 7 %ii) Dept 9 m to 8 m

a) a!our

Mate/+uperisor #a) 3.0 01.35 22.20

Ma!oor #a) 8.13 055.35 547.6

!) "#eread car+es $ 0.2 on %a) 635.12



Rate per cum ' %a&!&c)(10 008.08

say 114.00

Note

12.1 %) 7 %iii) Dept a!o#e 8 m

a) a!our

Mate/+uperisor #a) 3.68 01.35 88.86

Ma!oor #a) 7.33 055.35 0376.86

!) "#eread car+es $ 0.2 on %a) 657.50



Rate per cum ' %a&!&c)(10 016.04

say 152.00

Note

12.1 %) 6 Mecanica* Means

%i) Dept upto 9 m

Unit = cum

Taking output = #40 cuma) a!our

Mate #a) 3.26 01.35 14.66

Ma!oor #a) .33 055.35 0807.17

!) Macinery

y!raulic e"caator 130 cum uc)et capacity hour 7.33 0107.26 4345.46

Ref. toMoRT

Spec.

6arth or) in e"caation of foun!ation of structures as per!rain an! technical specification inclu!in settin outconstruction of shorin an! racin remoal of stumps an!

other !eleterious matter !ressin of si!es an! ottom an!ac)fillin ith approe! material3

13 Cost of !eaterin may e a!!e! here re*uire! upto 10percent of laour cost assessment for !eaterin shall ema!e as per site con!itions3

239he e"caate! earth can e use! partially for ac)fillin offoun!ation pit an! partly for roa! or) e"cept for marshy soil3ence cost of !isposal has not een a!!e! e"cept formarshy soil3 9his remar) is common to all cases of item 1231e"clu!in marshy soil3

%39he cost of shorin an! shutterin here nee!e! may ea!!e! 1 per cent on cost of e"caation for openfoun!ation3

Cost of !eaterin may e a!!e! here re*uire! upto 15 percent of laour cost3 Assessment for !eaterin shall e !oneas per actual roun! con!itions3

13 Cost of !eaterin may e a!!e! here re*uire! upto 20per cent of laour cost3 Assessment for !eaterin shall ema!e as per site con!itions33

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181


Ref. toMoRT

Spec.

c) "#eread car+es $ 0.2 on %a&!) 6782.82

d) ContractorBs profit $ 0.1 on %a&!&c) 0260.50

Cost for 2'0 cum K a@@c@! 0812.8

Rate per cum ' %a&!&c&d)(2-0 73.1

say 61.00

Note

12.1 %) 6 %ii) Dept 9 m to 8 m

Unit = cum


a) a!our

Mate #a) 3.26 01.35 14.66

Ma!oor #a) .33 055.35 0807.17

!) Macinery


c) "#eread car+es $ 0.2 on %a&!) 6782.82


Cost for 210 cum K a@@c@! 0812.8

Rate per cum ' %a&!&c&d)(210 74.62say 6".00

Note

12.1 %) 6 %iii) Dept a!o#e 8m

Unit = cum


a) a!our

Mate #a) 3.83 01.35 58.32

Ma!oor #a) 03.33 055.35 0553.53

!) Macinery


c) "#eread car+es $ 0.2 on %a&!) 6521.77


Cost for 10 cum K a@@c@! 01387.08

Rate per cum ' %a&!&c&d)(1>0 2.14

say 84.00

Note

12.1 "rdinary Roc3 %not requirin+ !*astin+)7 Manua* Means

%i) Dept upto 9 m

Unit = cum


a) a!our

Mate #a) 3.63 01.35 25.30

Ma!oor #a) 1.33 055.35 1.21

!) "#eread car+es $ 0.2 on %a) 623.14



Rate per cum ' %a&!&c)(10 067.2

say 127.00

Note

12.1%) 6 Mecanica* Means

Cost of !eaterin upto 5 per cent of #a@$ may e a!!e! here re*uire!3 Assessment for !eaterin shall e ma!e as

per site con!itions33

Cost of !eaterin upto 735 per cent of #a@$ may ea!!e! here re*uire!3 Assessment for !eaterin shall ema!e as per site con!itions33

13 Cost of !eaterin upto 10 per cent of #a@$ may ea!!e! here re*uire!3 Assessment for !eaterin shall ema!e as per site con!itions3

234aour proi!e! for e"caation y mechanical meansinclu!es that re*uire! for trimmin of ottom an! si!e slopes3


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182


Ref. toMoRT

Spec.

Unit = cum


a) a!our

Mate #a) 3.68 01.35 88.86

Ma!oor #a) 7.33 055.35 0376.86

!) Macinery


c) "#eread car+es $ 0.2 on %a&!) 6110.04


Cost for 10 cum K a@@c@! 08320.18

Rate per cum ' %a&!&c&d)(1>0 55.41

say 78.00

Note

12.1 ard Roc3 % requirin+ !*astin+ )

7 Manua* Means

Unit = cum


a) a!our

Mate #a) 3.21 01.35 78.55

(riller #a) 3.13 637.44 032.13

Blaster #a) 3.61 64.20 56.22

Ma!oor #a) .33 055.35 0807.17

!) Macinery

Air Compressor 250 cfm ith 2 ac) hammer for !rillin3 hour 0.33 642.57 642.57

c) Materia*Blastin Material k! 2.13 006.55 248.53

(etonator electric ea<h 08.33 08.65 044.52

d) "#eread car+es $ 0.2 on %a&!&c) 727.28

e) ContractorBs profit $ 0.1 on %a&!&c&d) 20.05

Cost for 10 cum K a@@c@!@e 2844.8

Rate per cum ' %a&!&c&d&e)(10 284.4

say 350.00

Note

12.1 E ard Roc3 % !*astin+ proi!ited )

Unit = cum


7 Mecanica* Means

a) a!our

Mate #a) 3.63 01.35 25.30

Ma!oor #a) 1.33 055.35 1.21

!) Macinery

hour 7.33 642.57 0576.17

c) "#eread car+es $ 0.2 on %a&!) 750.62



Rate per cum ' %a&!&c&d)(10 274.0

say 36".00

Note

13Cost of !eaterin upto 10 per cent of #a@$ may ea!!e! here re*uire! Assessment for !eaterin shall ema!e as per site con!itions3


Cost of !eaterin 10 percent of #a@$ may e a!!e! here re*uire!3 Assessment for !eaterin shall e ma!e asper site con!itions3

Air Compressor 250 cfm ith 2 lea!s of pneumaticrea)er

13 Cost of !eaterin upto10 per cent of #a@$ may ea!!e! here re*uire!3 Assessment for !eaterin shall ema!e as per site con!itions3

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184


Ref. toMoRT

Spec.

say 205.00

12.2 90- Ai**in+ 7nnu*ar Space 7round Aootin+ in Roc3

Unit = cum

Taking out put = 1 cum

VALUE

12.9

Unit = cum


a) a!our

Mate #a) 3.30 01.35 0.1

Ma!oor #a) 3.23 055.35 12.06

!) Materia*

+an! #assumin 20 per cent oi!s$ <uI 0.63 034.34 023.43

c) "#eread car+es $ 0.2 on %a&!) 87.85


Rate per cum ' a&!&c&d 611.1

say 256.00

12.- 2100 CC 1@9@8 in Aoundation

Unit = cum


a) a!our

Mate #a) 3.78 01.35 00.88

Mason #a) 0.33 628.64 628.64

Ma!oor #a) 01.33 055.35 6717.31

!) Materia*

'0 mm Areate <uI 02.13 51.21 03625.5

coarse +an! <uI 7.51 632.51 0251.28

cement tonne 2.81 154.85 04452.7

Cost of ater L 0.33 075.35 2335.62

c) Macinery

Concrete mi"er #cap3 03'0/032 cum$ hour 7.33 600.7 0653.3

Generator %% 8A hour 7.33 286.27 6318.07

<ater tan)er , 4 capacity hour 6.33 000.68 666.8




Rate per cum ' %a&!&c&d&e)(1 2556.38

say 3772.00

Note

12. 1900

Unit = cum


a) Materia*

Bric)s :st class ea<h 6133.33 8.22 0360.82Cement mortar 1E% #;ate as in :tem 123, A su-analysis$ <uI 0.63 2222.33 2444.73

!) a!our

Mate #a) 3.8 01.35 .2

4ean cement concrete 1E%E, nominal mi"3 ;ate may e ta)enas per item 123'3

90- Sand Ai**in+ in Aoundation Trences as per Dra,in+ GTecnica* Specification

Plain cement concrete 1E%E, nominal mi" in foun!ation ithcrushe! stone areate '0 mm nominal sie mechanicallymi"e! place! in foun!ation an! compacte! y irationinclu!in curin for 1' !ays3

8irator is a part of minor 9 & P hich is alrea!y inclu!e! inoerhea! chares of the contractor3

6ric3 Masonry Hor3 in Cement Mortar 1@9 in Aoundationcomp*ete ec*udin+ ointin+ and *asterin+F as perDra,in+ and Tecnica* Specifications.

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185


Ref. toMoRTSpec.

Mason #a) 8.33 628.64 425.07

Ma!oor #a) .33 055.35 0807.17

c) "#eread car+es $ 0.2 on %a&!) 8201.43



Rate per cum %a&!&c&d)( 8585.84

say 4747.00

%i) Rate for 6ric3 Hor3 in C. M. 1@2 in foundation 504".00

%ii) Rate for 6ric3 Hor3 in C. M. 1@9 in foundation 4747.00

%iii) Rate for 6ric3 Hor3 in C. M. 1@- in foundation 4542.00

%i#) Rate for 6ric3 Hor3 in C. M. 1@8 in foundation 4343.00

12.8 %7) Cement Mortar 1@9 %1 cement @ 9 sand)

Unit = 1 cum


a) Materia*s

Cement tonne 3.10 154.85 6416.72

+an! <uI 0.31 632.51 602.48

!) a!our

Mate #a) 3.38 01.35 5.83

Ma!oor #a) 3.43 055.35 014.27

9otal Material an! 4aour K #a@$ say 3333.00

%6) Cement Mortar1@2 %1cement @2 sand)

Unit = 1 cum


a) Materia*s

Cement tonne 3.756 154.85 243.12

+an! <uI 3.422 632.51 043.05

!) a!our

Mate #a) 3.38 01.35 5.83

Ma!oor #a) 3.43 055.35 014.27


%C) Cement Mortar1@- %1cement @- sand)

Unit = 1 cum


a) Materia*s

Cement tonne 3.83 154.85 6201.54+an! <uI 0.06 632.51 66.63

!) a!our

Mate #a) 3.38 01.35 5.83

Ma!oor #a) 3.43 055.35 014.27


%D) Cement Mortar1@8 %1cement @8 sand)

Unit = 1 cum


a) Materia*s

Cement tonne 3.6 154.85 0775.25

+an! <uI 0.225 632.51 656.81

!) a!our

Mate #a) 3.38 01.35 5.83

Ma!oor #a) 3.43 055.35 014.27

Su!?ana*ysis

Su!?ana*ysis%7dd*.)

Su!?ana*ysis%7dd*.)

Su!?ana*ysis%7dd*.)

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186


Ref. to

MoRTSpec.


12.= 1-00

Unit = cum


1-0.- %7) Square Ru!!*e Coursed Ru!!*e Masonry %first sort)a) Materia*

+tone <uI 1.13 273.68 040.26

9hrouh an! on! stone ea<h 21.33 7.37 600.45

#%5no3"032'm"032'm"03%m K 037 cu3m$

Cement mortar 1E% #;ate as in :tem 123, A su-analysis$ <uI 0.13 2222.33 8444.13

!) a!our

Mate #a) 3.77 01.35 066.01

Mason #a) 5.13 628.64 0515.0

Ma!oor #a) 4.33 055.35 0142.72

c) "#eread car+es $ 0.2 on %a&!) 6777.88




say 2"33.00

1-0.9 %6) Random Ru!!*e Masonry


Unit = cum


a) Materia*

+tone <uI 1.13 214.56 045.81

9hrouh an! on! stone ea<h 21.33 7.37 600.45

#%5nos3"032'm"032'm"03%m K 037 cu3m$Cement mortar 1E% #;ate as in :tem 123, A su-analysis$ <uI 0.11 2222.33 1077.01

!) a!our

Mate #a) 3.76 01.35 008.58

Mason #a) 7.33 628.64 0831.58

Ma!oor #a) 4.33 055.35 0142.72

c) "#eread car+es $ 0.2 on %a&!) 6705.75




say 287".00

Note

12.>

7 CC 4rade M1

Unit = cum


a) Materia*

Cement tonne 8.02 154.85 62403.12

Coarse san! <uI 7.51 632.51 0251.28

'0 mm Areate <uI .03 51.21 7086.75

20 mm Areate <uI 8.31 76.13 2842.02

10 mm Areate <uI 0.21 711.73 1.37

!) a!our

Mate #a) 3.7 01.35 014.07

Stone Masonry Hor3 in Cement Mortar 1@9 in Aoundationcomp*ete as per Dra,in+ and Tecnica* Specifications.

9he laour alrea!y consi!ere! in cement mortar has eenta)en into account hile proposin laour for masonry or)s3

100F1=00 G

2100

*ain(Reinforced Cement Concrete in "pen Aoundationcomp*ete as per Dra,in+ and Tecnica* Specifications.

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Ref. toMoRTSpec.


Generator %% 8A hour 7.33 286.27 6318.07

32"7.00

0455.71

e) "#eread car+es $ 0.2 on %a&!&c&d) 0618.52

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 7865.27

Cost for 15 cum K a@@c@!@e@f 53530.33

Rate per cum ' % a&!&c&d&e&f )(1 8502.83

say 4713.00

12.> C Case Hit 6atcin+ *antF Transit Mier and Concrete ump

Unit : cum


a) Materia*

Cement tonne 80.77 154.85 68004.85

Coarse +an! <uI 18.33 632.51 00336.58

20 mm Areate <uI 78.3 76.13 1143.0210 mm Areate <uI 82.63 711.73 6266.31

!) a!our

Mate #a) 3.8 01.35 011.87

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) Macinery

Batchin Plant 20 cum/hour hour 7.33 68.33 0846.33

Generator 100 8A hour 7.33 074.33 030.33

4oa!er 1 cum capacity hour 7.33 00.33 506.33

9ransit Mi"er ' cum capacity for lea! upto 1 )m3 hour 01.33 18.11 060.61

4ea! eyon! 1 )m 4-lea! in )mtonne.kI 233L 8.26 0647.33

Concrete Pump hour 7 628.27 0837.07

3236.00

0116.1





say 4626.00

12.> D CC 4rade M2


Unit = cum


a) Materia*

Cement tonne 1.44 154.85 2875.41

Coarse san! <uI 7.51 632.51 0251.28

'0 mm Areate <uI 1.83 51.21 8341.00

20 mm Areate <uI 1.83 76.13 8715.10

10 mm Areate <uI 6.53 711.73 0553.02

!) a!our

Mate #a) 3.7 01.35 014.07

Mason #a) 0.13 628.64 210.88

Ma!oor #a) 63.33 055.35 2180.83

c) Macinery


Generator %% 8A hour 7.33 286.27 6318.07

+e ,um -asic ,ost o' a/ou( ateial ac!iney%a2/2c&

d) Aorm,or3 ' per cent on #a@@c$


d) Aorm,or3 ' per cent on cost of concrete i3e3 cost ofmaterial laour an! machinery

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189


Ref. toMoRTSpec.

35"7.00

6362.61





say 5131.00

12.> D Case Hit 6atcin+ *antF Transit Mier and Concrete ump

Unit : cum


a) Materia*

Cement tonne 85.41 154.85 655731.67

Coarse san! <uI 18.33 632.51 00336.58

'0 mm Areate <uI 82.63 51.21 26573.4

20 mm Areate <uI 82.63 76.13 25673.34

10 mm Areate<uI 60.73 711.73 08070.36

!) a!our

Mate #a) 3.8 01.35 011.87

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) Macinery


Generator 100 8A hour 7.33 074.33 030.33



tonne.kI 233L 8.26 0647.33

Concrete Pump hour 7 628.27 0837.07

353".00

01466.13



cost of 120 cum K a@@c@!@e@f 73150.88

Rate per cum ' %a&!&c&d&e&f)(120 1385.71

say 5048.00

12.> / RCC 4rade M2

Case Usin+ Concrete MierUnit = cum


a) Materia*

Cement tonne 7.31 154.85 21367.26

Coarse san! <uI 7.51 632.51 0251.28

20 mm Areate <uI .03 76.13 747.65

10 mm Areate <uI 1.83 711.73 2183.67

!) a!our

Mate #a) 3.7 01.35 014.07

Mason #a) 0.13 628.64 210.88

Ma!oor#a) 63.33 055.35 2180.83

c) Macinery


Generator %% 8A hour 7.33 286.27 6318.07

3621.00


d) Aorm,or3 %375 per cent of #a@@c$

9ransit Mi"er ' cum capacity lea! eyon! 1 m 4 - lea!in ilometer


d) Aorm,or3 %375 per cent of cost of concrete i3e3 costof material laour an! machinery

8/17/2019 SOR-2014-15 (Folder-2).xls


190


Ref. toMoRTSpec.

6327.86



cost of 15 cum K a@@c@!@e@f 5587.78

Rate per cum %a&!&c&d&e&f )(1 1078.1

say 5165.00

12.> / Case Hit 6atcin+ *antF Transit Mier and Concrete ump

Unit: cum


a) Materia*

Cement tonne 8.2 154.85 63348.58

Coarse san! <uI 18.33 632.51 00336.58

20 mm Areate <uI 78.3 76.13 1143.02

10 mm Areate <uI 82.63 711.73 6266.31

!) a!our

Mate #a) 3.8 01.35 011.87

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) Macinery


Generator 100 8A hour 7.33 074.33 030.33

4oa!er 1 cum capacity 1 cum hour 7.33 00.33 506.33


tonne.kI 233L 8.26 0647.33

Concrete Pump hour 7.33 628.27 0837.07

3560.00

07307.44



cost of 120 cum K a@@c@!@e@f 734206.


say 5078.00

12.> A CC 4rade M90


Unit = cum


a) Materia*

Cement tonne 7.3 154.85 21633.33

Coarse san! <uI 7.51 632.51 0251.28

'0 mm Areate <uI 1.83 51.21 8341.00

20 mm Areate <uI 1.83 76.13 8715.10

10 mm Areate <uI 6.53 711.73 0553.02

!) a!our

Mate #a) 3.7 01.35 014.07

Mason #a) 0.13 628.64 210.88

Ma!oor #a) 63.33 055.35 2180.83

c) Macinery


Generator %% 8A hour 7.33 286.27 6318.07

3632.00

0437.73

d) Aorm,or3 %375 per cent of a@@c3


+e ,um -asic ,ost o' a/ou( ateial ac!iney

%a2/2c&d) Aorm,or3 %375 per cent on cost of concrete i3e3cost of material laour an! machinery

8/17/2019 SOR-2014-15 (Folder-2).xls


191


Ref. toMoRTSpec.





say 5168.00

12.> A Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump

Unit : cum


a) Materia*

Cement tonne 8.73 154.85 6027.86

Coarse san! <uI 18.33 632.51 00336.58

'0 mm Areate <uI 82.63 51.21 26573.4

20 mm Areate <uI 82.63 76.13 25673.34

10 mm Areate <uI 60.73 711.73 08070.36

!) a!our

Mate #a) 3.8 01.35 011.87

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) Macinery


Generator 100 8A hour 7.33 074.33 030.33



tonne.kI 233L 8.26 0647.33


3570.00

08446.50



cost of 120 cum K a@@c@!@e@f 734708.26


say 5080.00



Unit = cum


a) Materia*

Cement tonne 7.03 154.85 21201.54

Coarse san! <uI 7.51 632.51 0251.28

20 mm Areate <uI .03 76.13 747.65

10 mm Areate <uI 1.83 711.73 2183.67

!) a!our

Mate #a) 3.7 01.35 014.07

Mason #a) 0.13 628.64 210.88

Ma!oor #a) 63.33 055.35 2180.83

c) Macinery


Generator %% 8A hour 7.33 286.27 6318.073640.00

0403.54




%a2/2c&d) Aorm,or3 %350 per cent of cost of concrete i3e3 costof material laour an! machinery


d) Aorm,or3 %35 per cent on cost of concrete i3e3 costof material laour an! machinery

8/17/2019 SOR-2014-15 (Folder-2).xls


192


Ref. toMoRTSpec.


cost of 15 cum K a@@c@!@e@f 55742.42


say 5180.00

12.> 4 Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump

Unit = cum


a) Materia*

Cement tonne 8.3 154.85 66167.26

Coarse san! <uI 18.33 632.51 00336.58

20 mm Areate <uI 78.3 76.13 1143.02

10 mm Areate <uI 82.63 711.73 6266.31

!) a!our

Mate #a) 3.8 01.35 011.87

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) Macinery


Generator 100 8A hour 7.33 074.33 030.33



tonne.kI 233L 8.26 0647.33


3580.00

01328.64



cost of 120 cum K a@@c@!@e@f 700231.03


say 50"4.00

12.> RCC 4rade M9


Unit = cum


a) Materia*

Cement tonne 7.22 154.85 27785.25

Coarse san! <uI 7.51 632.51 0251.28

20 mm Areate <uI .03 76.13 747.65

10 mm Areate <uI 1.83 711.73 2183.67

!) a!our

Mate #a) 3.7 01.35 014.07

Mason #a) 0.13 628.64 210.88

Ma!oor #a) 63.33 055.35 2180.83

c) Macinery


Generator %% 8A hour 7.33 286.27 6318.07

372".00

0755.57



cost of 15 cum K a@@c@!@e@f 54638.88






%a2/2c&d) Aorm,or3 % per cent on a@@c

8/17/2019 SOR-2014-15 (Folder-2).xls


193


Ref. toMoRT

Spec.

say 5280.00

12.> Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump

Unit cum


a) Materia*

Cement tonne 13.78 154.85 64205.41

Coarse san! <uI 18.33 632.51 00336.58

20 mm Areate <uI 78.3 76.13 1143.02

10 mm Areate <uI 82.63 711.73 6266.31

!) a!our

Mate #a) 3.8 01.35 011.87

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) Macinery


Generator 100 8A hour 7.33 074.33 030.33

4oa!er1 cum capacityhour 7.33 00.33 506.33


tonne.kI 233L 8.26 0647.33


366".00

02637.06



cost of 120 cum K a@@c@!@e@f 76282.56

Rate per cum ' %a&!&c&d&e&f)(1201041.26

say 51"5.00

Note@

H/ A"UND7T"N

12.< 1200

7

Unit = 1 9oTaking output = 1 9o.

a) Materia*

6arth #compacte!$ <uI 610.63 61.0 7231.06

+an! as ea<h 513.33 0.52 064.15

!) a!our

Mate #a) 3.83 01.35 58.32

Ma!oor for fillin san! as stitchin an! placin #a) 01.33 055.35 6717.31

c) Macinery

Crane ith ra 1 cum capacity hour 63.33 58.76 01746.83

Consumales 235 per cent of #c$ aoe 246.20



Rate per No. %a&!&c&d&e) 27261.80

say 36325.00

Note



d) Aorm,or3 % per cent on cost of concrete i3e3 cost ofmaterial laour an! machinery

<here eer concrete is carrie! out usin atchin planttransit mi"er concrete pump A!mi"tures 03' per cent of

eiht of cement may e a!!e! for achiein !esire! slumpof concrete3

ro#idin+ and Constructin+ Temporary s*and 18 mdiameter for Construction of He** Aoundation for >m dia.He**.

7ssumin+ dept of ,ater 1.0 m and ei+t of is*and to !e1.2 m inc*udin+ Roya*ity for eart $ Rs. 9=8>.00 foreac s*and.

:t is assume! that earth ill e aailale ithin the or)inspace of crane ith ra uc)et3

8/17/2019 SOR-2014-15 (Folder-2).xls


194


Ref. toMoRT

Spec.

12.< 6

Unit = 19o

Taking output = 1 9o

a) Materia*

6arth #compacte!$ <uI 438.26 61.03 6674.82+an! as ea<h 7333.33 0.52 032.15

<oo!en allies H (ia an! m lon ea<h 41.33 84.62 8757.6

<oo!en allies 2H (ia for racin Ietre 043.33 05.0 222.62

!) a!our

Mate #a) 1.73 01.35 0327.24

Ma!oor for pilin H !ia allies for pilin H !ia allies #a) 0.33 055.35 205.67

Ma!oor for racin ith 2H !ia allies #a) 06.33 055.35 6068.8


c) Macinery

Crane ith ra 1 cum capacity hour 13.33 58.76 24620.33

6711.00



Rate per No. %a&!&c&d&e) 08470.76

say 14"682.00

Note

12.< C

Unit = 1 mete


a) Materia*

6arth <uI 813.33 61.03 00641.33

+an! as ea<h 233.33 0.52 104.82

!) a!our

Mate #a) 3.68 01.35 88.86


c) Macinery

.ront en! 4oa!er 1 cum capacity hour 65.33 00.33 26357.339ipper 535 cum capacity hour 6.33 52.33 68888.33



Cost for %0 m #a@@c@!@e$ 4180.58

Rate per m %a&!&c&d&e)(90 206.56

say 3183.00

12.10

Unit = 1 T

Taking output = 1 T a) Materia*

tonne 0.31 87165.22 812.53

Iuts & olts ! 63.33 81.86 43.82

7ssumin+ dept of ,ater -.0 m and ei+t of is*and -. minc*udin+ Roya*ity for eart $ Rs. 198.00 for eac

s*and.

Consumales an! other arranements for pilin allies 235per cent of #a@@c$3

.or other ell !iameters rate can e or)e! out on the asisof cross-sectional area of ell3 9he !iameter of the islan!shall e in the conformity ith clause 120%32 of Mo;9specifications3

ro#idin+ and constructin+ one span ser#ice road toreac is*and *ocation from one pier *ocation to anoter

pier *ocation inc*udin+ Roya*ity for eart $ Rs. 22.00 perm for ser#ice Road.

Assumin span lenth %0 m i!th of serice roa! 10m an!!epth of ater 1m

1200 G1<00

ro#idin+ and ayin+ Cuttin+ /d+e of Mi*d Stee* ,ei+in+-0 3+ per metre for He** Aoundation comp*ete as perDra,in+ and Tecnica* Specification.

+tructural steel in plates anles etc inclu!in 5 percent astae

8/17/2019 SOR-2014-15 (Folder-2).xls


195


Ref. toMoRT

Spec.

!) a!our

Mate #a) 0.26 01.35 688.64

.itter #a) 1.13 62.64 0203.73

Blac)smith #a) 1.13 628.64 06.73

<el!er #a) 1.13 628.64 06.73

Ma!oor #a) 07.13 055.35 6460.77

8457.60

c) "#eread car+es $ 0.2 on %a&!) 0188.36


Rate per MT %a&!&c&d) 8478.00

say 84"64.00

12.11

Unit = 1 cum

Taking output = 1 cum7 He** cur!

%i) RCC M20 4rade


2645.33

714.83



Rate perm %a&!&c&d&e&f) 1883.31

say 5440.00

12.11 7 %i) Case Hit 6atcin+ *antF Transit Mier and Concrete ump

2628.33

787.3




say 5336.00

12.11 7 %ii) RCC M2 4rade


2760.33

568.63




say 5"75.00

Case Hit 6atcin+ *antF Transit Mier and Concrete ump

2173.33

506.33




%for cuttin+F !endin+F ma3in+ o*esF Joinin+F ,e*din+ anderectin+ in position)

6lectro!es cuttin as an! other consumales 10 per centof cost of #a$ aoe

1200F100 G1=00

*ain(Reinforced Cement ConcreteF in He** Aoundationcomp*ete as per Dra,in+ and Tecnica* Specification.

+ame as for 123 #C$ e"cept for formor) hich shall e 20per cent of the cost of concrete instea! of ' per cent3

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$

d) form,or3 20 per cent of the cost of concrete



+ame as for 123 #6$ e"cept for formor) hich shall e 20per cent of the cost of concrete instea! of %375 per cent3



12.11 7%ii)

8/17/2019 SOR-2014-15 (Folder-2).xls


196


Ref. toMoRT

Spec.

say 5874.00

12.11 7 %iii) RCC M9 4rade


2564.33

581.3




say 6153.00


214.33

550.3




say 6367.00

Note.

12.11 6 He** steinin+

%) CC M1 4rade


65.33

6.53




say 4367.00

12.11 6 %ii) CC M20 4rade


2655.33

265.53e) "#eread car+es $ 0.2 on %a&!&c&d) 430.0



say 4"56.00



2645.33

264.53




say 4"87.00

+ame as for 123 #$ e"cept for formor) hich shall e 20per cent of the cost of concrete instea! of %30 per cent3



12.11 7%iii)



:f cur concrete is carrie! out ithin steel liner cost offormor) shall e e"clu!e!3

+ame as for 123 #A$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of ' per cent3



+ame as for 123 #B$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of ' per cent3



+ame as for 123 #C$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of ' per cent3



8/17/2019 SOR-2014-15 (Folder-2).xls


197


Ref. toMoRT

Spec.


2628.33

262.83




say 48"1.00

12.11 6 %i#) CC M2 4rade


2145.33

214.53



Rate perm %a&!&c&d&e&f)1883.87

say 5440.00


212.33

212.3




say 5351.00

B12.11 6 %#) RCC M2 4rade


2760.33

276.03




say 5477.00


2173.33

217.33




say 5385.00

B12.11 6 %#i) CC M90 4rade


2726.33

272.63




12.11 6%iii)



+ame as for 123 #($ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of ' per cent3



12.11 6%i#)



+ame as for 123 #6$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of %35 per cent3



12.11 6%#)



+ame as for 123 #.$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of %35 per cent3



8/17/2019 SOR-2014-15 (Folder-2).xls


198


Ref. toMoRT

Spec.

say 54"3.00


2174.33

217.43




say 53"8.00

B12.11 6 %#ii) RCC M90 4rade


2783.33

278.33


f) ContractorBs profit $ 0.1 on %a&!&c&d&e)133.13


say 5506.00


213.33

21.33




say 5415.00

B12.11 6 %#iii) RCC M9 4rade


2564.33

256.43




say 5640.00


214.33

21.43




say 5837.00

B12.11 6 %i) RCC M-0 4rade

Usin+ 6atcin+ *antF Transit Mier and Concrete ump

Unit = cum


Cement tonne 10.73 154.85 64527.8

Coarse +an! <uI 18.33 632.51 00336.58

20 mm Areate <uI 78.3 76.13 1143.02

12.11 6%#i)



+ame as for 123 #G$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of %35 per cent3



12.11 6%#ii)



+ame as for 123 #$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of % per cent3



12.11 6%#iii)

8/17/2019 SOR-2014-15 (Folder-2).xls


199


Ref. toMoRTSpec.

10 mm Areate <uI 82.63 711.73 6266.31

A!mi"ture k! 637.33 006.55 62623.8

!) a!our

Mate #a) 3.8 01.35 011.87

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) Macinery

Batchin Plant hour 7.33 68.33 0846.33

Generator 100 8A hour 7.33 074.33 030.33



9ransit Mi"er ' cum capacity for lea! eyon! 1 )m3 tonne.kI 233xL 8.26 0647.33


3"0".00

8744.67

e) "#eread car+es $ 0.2 on %a&!&c&d) 06456.47f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 7887.8

cost of 120 cum K a@@c@!@e@f 534210.23


say 5"11.00

12.11 C C 6ottom *u+


%i) CC 4rade M20


Unit = cum


a) Materia*

Cement tonne 1.11 154.85 26020.1

Coarse san! <uI 7.51 632.51 0251.28

'0 mm Areate <uI 1.83 51.21 8341.00

20 mm Areate <uI 1.83 76.13 8715.10

10 mm Areate <uI 6.53 711.73 0553.02

A!mi"ture ! 0.73 006.55 6345.18

!) a!our

Mate #a) 3.43 01.35 077.17

Mason #a) 0.13 628.64 210.88

Ma!oor #a) 63.33 055.35 2180.83

c) Macinery


Generator %% 8A hour 7.33 286.27 6318.07

4iht Crane % tonnes capacity for han!lin tremie pipe hour 7.33 121.33 2603.33

3782.00

6134.22



cost of 15 cum K a@@c@!@e 0880.13

Rate per cum ' %a&!&c&d&e)(1 1864.82

say 542".00

Case


d) Aorm,or3 10 per cent on cost of concrete i3e3 costof material laour an! machinery

IoteE 10F e"tra cement to e a!!e! here un!er aterconcretin is inole!


A!! 5 per cent of cost of material an! laour toar!s cost offormin sump protectie un!s chisellin an! ma)inarranements for un!er ater concretin ith tremie pipe3

12.11 C%i)

8/17/2019 SOR-2014-15 (Folder-2).xls


200


Ref. toMoRTSpec.

Unit cum


a) Materia*

Cement tonne 88.83 154.85 615316.72

Coarse san! <uI 18.33 632.51 00336.58

20 mm Areate <uI 78.3 76.13 1143.02

10 mm Areate <uI 82.63 711.73 6266.31

A!mi"ture ! 08.3 006.55 0753.22

!) a!our

Mate #a) 3. 01.35 076.7

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) Macinery


Generator 100 8A hour 7.33 074.33 030.33



tonne.kI 233L 8.26 0647.33


3508.00

0711.38



cost of 120 cum K a@@c@!@e 738283.81

Rate per cum ' %a&!&c&d&e)(120 1327.05

say 5036.00

B12.11 C %ii) CC 4rade M2


Unit = cum


a) Materia*

Cement tonne 1.44 154.85 2875.41

Coarse san! <uI 7.51 632.51 0251.28

'0 mm Areate <uI 1.83 51.21 8341.00

20 mm Areate <uI 1.83 76.13 8715.10

10 mm Areate <uI 6.53 711.73 0553.02

A!mi"ture ! 60.73 006.55 6821.1

!) a!our

Mate #a) 3.43 01.35 077.17

Mason #a) 0.13 628.64 210.88

Ma!oor #a) 63.33 055.35 2180.83

c) Macinery


Generator %% 8A hour 7.33 286.27 6318.07

4iht Crane of % tonnes capacity for han!lin tremie pipe hour 7.33 121.33 2603.33

3"74.00

6712.70







%a2/2c&A!! 5 per cent of cost of material an! laour toar!s cost offormin sump protectie un!s chisellin an! ma)inarranements for un!er ater concretin ith tremie pipe3

8/17/2019 SOR-2014-15 (Folder-2).xls


201


Ref. toMoRTSpec.

cost of 15 cum K a@@c@!@e 1735.53


say 5707.00

Case

Unit = cum


a) Materia*

Cement tonne 85. 154.85 655633.33

Coarse san! <uI 18.33 632.51 00336.58

20 mm Areate <uI 78.3 76.13 1143.02

10 mm Areate <uI 82.63 711.73 6266.31

A!mi"ture ! 056.3 006.55 0487.8

!) a!our

Mate #a) 3. 01.35 076.7

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) Macinery


Generator 100 8A hour 7.33 074.33 030.33



tonne.kI 233L 8.26 0647.33


36"8.00

04545.58



cost of 120 cum K a@@c@!@e 725221.52

Rate per cum ' %a&!&c&d&e)(120 1200.02

say 5311.00

B12.11 C %iii) CC 4rade M90


Unit = 1 cum


a) Materia*

Cement tonne 7.3 154.85 21633.33

Coarse san! <uI 7.51 632.51 0251.28

'0 mm Areate <uI 1.83 51.21 8341.00

20 mm Areate <uI 1.83 76.13 8715.10

10 mm Areate <uI 6.53 711.73 0553.02

A!mi"ture ! 60.73 006.55 6821.1

!) a!our

Mate #a) 3.43 01.35 077.17

Mason #a) 0.13 628.64 210.88

Ma!oor #a) 63.33 055.35 2180.83

c) Macinery


Generator %% 8A hour 7.33 286.27 6318.07


400".00

12.11 C%ii)

8/17/2019 SOR-2014-15 (Folder-2).xls


202


Ref. toMoRTSpec.

6754.75



cost of 15 cum K a@@c@!@e 7214.45

Rate per cum ' %a&!&c&d&e)(1 1515.22

say 5757.00

Case

Unit = cum


a) Materia*

Cement tonne 8.78 154.85 60733.33

Coarse san! <uI 18.33 632.51 00336.58

20 mm Areate <uI 78.3 76.13 1143.02

10 mm Areate <uI 82.63 711.73 6266.31

A!mi"ture! 056.3 006.55 0487.8

!) a!our

Mate #a) 3. 01.35 076.7

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) Macinery


Generator 100 8A hour 7.33 074.33 030.33



tonne.kI 233L 8.26 0647.33


3735.00

63305.58



cost of 120 cum K a@@c@!@e 7827.62

Rate per cum ' %a&!&c&d&e)(120 1278.35

say 5364.00

B12.11 C %i#) CC 4rade M9Case Usin+ Concrete Mier

Unit = 1 cum


a) Materia*

Cement tonne 7.64 154.85 27801.54

Coarse san! <uI 7.51 632.51 0251.28

'0 mm Areate <uI 1.83 51.21 8341.00

20 mm Areate <uI 1.83 76.13 8715.10

10 mm Areate <uI 6.53 711.73 0553.02

A!mi"ture ! 60.73 006.55 6821.1

!) a!our

Mate #a) 3.43 01.35 077.17

Mason #a) 0.13 628.64 210.88

Ma!oor #a) 63.33 055.35 2180.83

c) Macinery



12.11 C%iii)

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203


Ref. toMoRT

Spec.

Generator %% 8A hour 7.33 286.27 6318.07


40"0.00

6583.87



cost of 15 cum K a@@c@!@e 001.65


say 5874.00

Case

Unit = cum


a) Materia*

Cement tonne 13.6 154.85 640348.58

Coarse san! <uI 18.33 632.51 00336.58

20 mm Areate <uI 78.3 76.13 1143.02

10 mm Areate <uI 82.63 711.73 6266.31

A!mi"ture ! 056.3 006.55 0487.8

!) a!our

Mate #a) 3. 01.35 076.7

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) Macinery


Generator 100 8A hour 7.33 074.33 030.33



tonne.kI 233L 8.26 0647.33


3814.00

63846.85



cost of 120 cum K a@@c@!@e 715247.61

Rate per cum ' %a&!&c&d&e)(120 185.23

say 5478.00

12.11 D ntermediate p*u+

%i) 4rade M20 CC


256.33



Rate per cum ' %a&!&c&d&e) 1633.61

say 5200.00

Case


A!! 5 per cent of cost of material an! laour toar!s cost offormin sump protectie un!s chisellin an! ma)in

arranements for un!er ater concretin ith tremie pipe3

12.11 C%i#)





+ame as in ottom plu concrete e"clu!in cost of forminsump protectie un!s chiselin etc3


12.11 D%i)

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204


Ref. toMoRT

Spec.

213.33




say 4824.00

B12.11 D %ii) 4rade M2 CC


2458.33




say 5464.00

Case

274.33




say 5085.00

B12.11 D %iii) 4rade M90 CC


8334.33




say 5512.00

Case

2521.33


e) ContractorBs profit $ 0.1 on %a&!&c&d) 877.


say 5136.00

12.11 / Top p*u+

%i) 4rade M1 CC

+ame as :tem 123#a$ e"clu!in formor)


65.33




say 3"70.00

+ame as :tem 123#$ e"clu!in formor)


2655.33



Rate per cum ' %a&!&c&d&e) 8131.




12.11 D%ii)





12.11 D%iii)





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206


Ref. toMoRTSpec.

12.11 A %i) Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump

Unit = cum


a) Materia*

Cement tonne 83.46 154.85 627431.67

Coarse san! <uI 18.33 632.51 00336.58

20 mm Areate <uI 78.3 76.13 1143.02

10 mm Areate <uI 82.63 711.73 6266.31

!) a!our

Mate #a) 3.8 01.35 011.87

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) Macinery


Generator 100 8A hour 7.33 074.33 030.33

4oa!er #capacity 1 cum$ hour 7.33 00.33 506.33



4ea! eyon! 1 m 4 - lea! in ilometer tonne.kI 233L 8.26 0647.33


.ormor) ' per cent of #a@@c$ 01215.60



cost of 120 cum K a@@c@!@e 184363.01

Rate per cum ' %a&!&c&d&e)(120 8151.05

say 4575.00

12.11 A %ii) RCC 4rade M2Case Usin+ Concrete Mier

Unit = cum


a) Materia*

Cement tonne 7.31 154.85 21367.26

Coarse san! <uI 7.51 632.51 0251.28

20 mm Areate <uI .03 76.13 747.65

10 mm Areate <uI 1.83 711.73 2183.67

!) a!our

Mate #a) 3.7 01.35 014.07

Mason#a) 0.13 628.64 210.88

Ma!oor #a) 63.33 055.35 2180.83

c) Macinery


Generator %% 8A hour 7.33 286.27 6318.07

.orm <or) %375 per cent of a@@c 6327.86



cost of 15 cum K a@@c@!@e 5587.78


say 5165.00


Unit = cum


a) Materia*

Cement tonne 8.83 154.85 63603.12

Coarse san! <uI 18.33 632.51 00336.58

12.11 A%ii)

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207


Ref. toMoRTSpec.

20 mm Areate <uI 78.3 76.13 1143.02

10 mm Areate <uI 82.63 711.73 6266.31

!) a!our

Mate #a) 3.8 01.35 011.87

Mason #a) 2.33 628.64 536.5

Ma!oor#a) 0.33 055.35 205.67

c) Macinery


Generator 100 8A hour 7.33 074.33 030.33






.ormor) %375 per cent of # a@@c$ 07360.22



cost of 120 cum K a@@c@!@e 73485.37

Rate per cum ' %a&!&c&d&e)(120 135.4

say 507".00

12.11 A %iii) RCC 4rade M90


Unit = cum


a) Materia*

Cement tonne 7.03 154.85 21201.54

Coarse san! <uI 7.51 632.51 0251.28

20 mm Areate <uI .03 76.13 747.65

10 mm Areate <uI 1.83 711.73 2183.67

!) a!our

Mate #a) 3.7 01.35 014.07

Mason #a) 0.13 628.64 210.88

Ma!oor #a) 63.33 055.35 2180.83

c) Macinery


Generator %% 8A hour 7.33 286.27 6318.07

.ormor) %35 per cent of #a@@c$ 0403.54



cost of 15 cum K a@@c@!@e 55742.42

Rate per cum ' %a&!&c&d&e)(1 1054.73

say 5180.00


Unit = cum


a) Materia*

Cement tonne 8.54 154.85 6687.86

Coarse san! <uI 18.33 632.51 00336.58

20 mm Areate <uI 78.3 76.13 1143.0210 mm Areate <uI 82.63 711.73 6266.31

!) a!our

Mate #a) 3.8 01.35 011.87

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

12.11 A%iii)

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208


Ref. toMoRTSpec.

c) Macinery


Generator 100 8A hour 7.33 074.33 030.33









cost of 120 cum K a@@c@!@e 700666.53

Rate per cum ' %a&!&c&d&e)(120 1342.16

say 50"4.00

12.11 A %i#) RCC 4rade M9


Unit = cum


a) Materia*

Cement tonne 7.22 154.85 27785.25

Coarse san! <uI 7.51 632.51 0251.28

20 mm Areate <uI .03 76.13 747.65

10 mm Areate <uI 1.83 711.73 2183.67

!) a!our

Mate #a) 3.7 01.35 014.07

Mason #a) 0.13 628.64 210.88

Ma!oor #a) 63.33 055.35 2180.83

c) Macinery


Generator %% 8A hour 7.33 286.27 6318.07

.ormor) % per cent of #a@@c$ 0755.57



cost of 15 cum K a@@c@!@e 54638.88


say 5280.00



a) Materia*

Cement tonne 13.78 154.85 64205.41

Coarse san! <uI 18.33 632.51 00336.58

20 mm Areate <uI 78.3 76.13 1143.02

10 mm Areate <uI 82.63 711.73 6266.31

!) a!our

Mate #a) 3.8 01.35 011.87

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) MacineryBatchin Plant 20 cum/hour hour 7.33 68.33 0846.33

Generator 100 8A hour 7.33 074.33 030.33




12.11 A%i#)

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209


Ref. toMoRT

Spec.






cost of 120 cum K a@@c@!@e 76282.56Rate per cum ' %a&!&c&d&e)(120 1041.26

say 51"5.00

Note

B12.11 A %#) RCC M-0 4rade


Unit = cum


a) Materia*Cement tonne 16.63 154.85 236603.12

Coarse +an! <uI 18.33 632.51 00336.58

20 mm Areate <uI 78.3 76.13 1143.02

10 mm Areate <uI 82.63 711.73 6266.31

A!mi"ture k! 637.33 006.55 62623.8

!) a!our

Mate #a) 3.8 01.35 011.87

Mason #a) 2.33 628.64 536.5

Ma!oor #a) 0.33 055.35 205.67

c) Macinery

Batchin Plant hour 7.33 68.33 0846.33

Generator 100 8A hour 7.33 074.33 030.33



9ransit Mi"er ' cum capacity for lea! eyon! 1 )m3 tonne.kI 233.L 8.26 0647.33


08052.44



cost of 120 cum K a@@c@!@e 774023.25

Rate per cum ' %a&!&c&d&e)(120 1157.34say 5576.00

12.12

Unit = ?unning ete.

Taking output = 1 m

Diameter of ,e** ? 8 m.

7 Sandy Soi*

%i) Dept !e*o, !ed *e#e* upto 9.0 M

;ate of sin)in K 0350 m per hour3

a) a!our

Mate #a) 3.06 01.35 66.60

+in)er # s)ille! $ #a) 0.33 637.44 637.44



.ormor) % per cent on cost of concrete i3e3 cost ofmaterial laour an! machinery

Section

1200

Sin3in+ of 8 m eterna* diameter ,e** %oter tan

pneumatic metod of sin3in+) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*

specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.

8/17/2019 SOR-2014-15 (Folder-2).xls


210


Ref. toMoRTSpec.

+in)in helper # semi-s)ille! $ #a) 6.33 03.35 273.08

!) Macinery

hour 6.33 0057.06 6216.68

Consumales in sin)in 10 per cent of #$ 621.66

c) "#eread car+es $ 0.2 on %a&!) 548.63


Rate per metre ' %a&!&c&d) 827.03

say 4368.00

12.12 7 %ii) 6eyond 9m upto 10m dept

;ate of sin)in K 03%% m per hour3

a) a!our

Mate #a) 3.01 01.35 65.57

+in)er #a) 0.61 637.44 61.58


!) Macinery

hour 2.33 0057.06 216.27


c) "#eread car+es $ 0.2 on %a&!) 0018.85



say 6350.00

12.12 7 %iii) 6eyond 10m upto 20m

a

11th m 1 777.33

12th m 1 5330.33

1%th m 1 5210.33

1'th m 1 5504.33

15th m 1 031.33

1,th m 1 103.33

17th m 1 427.33

1th m 1 422.33

1th m 1 416.33

20th m 1 03281.33

9otal Cost from 10m upto 20m 253.33

g ?ate pe mete 8387.00

12.12 7 %i#) 6eyond 20m upto 90 m

a

! :a=

21st m 5.1 00060.33 02281.33

22n! m 5.1 00411.33 08287.33

2%r! m 5.1 0616.33 01866.33

2'th m 5.1 0207.33 07154.33

25th m 5.1 0816.33 0566.33

2,th m 5.1 01477.33 04014.33

27th m 5.1 05072.33 63147.33

2th m 5.1 0813.33 66083.33

2th m 5.1 0428.33 6230.33

%0th m 5.1 60266.33 6117.33

9otal Cost from 20m upto %0m 015220.33 0547.33

g ?ate pe mete 15733.00 18880.00

12.12 7 %#) 6eyond 90m upto -0 m

ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories3

ire & runnin chares of crane ith ra uc)et of

0375 cum capacity an! accessories

A!! 5 per cent for eery a!!itional meter !epth of sin)inoer the rate of sin)in for the preious meter

A!! 735 per cent for eery a!!itional meter !epth of sin)in

oer the rate of sin)in for the preious meterA!! 20 per cent of cost for entle!e inclu!in supportsloa!in arranement an! 4aour3

:K= Cn<lu#%n!63 for

entle#!e

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212


Ref. to

MoRTSpec.

1%th m 1 0710.33 05288.33

1'th m 1 05288.33 0600.33

15th m 1 0600.33 04066.33

1,th m 1 04066.33 6335.33

17th m 1 6335.33 6036.33

1th m 1 6036.33 66027.331th m 1 66027.33 62682.33

20th m 1 62682.33 68831.33

9otal Cost from 10m upto 20m 0885.33 04553.33

g ?ate pe mete 18845.00 1"787.00

12.12 6 %i#) 6eyond 20m upto 90 m

a

! A!! 5 per cent of cost for !eaterin of the cost if re*uire!

c :a=

21st m 5.1 6847.33 20622.33 26541.33

22n! m 5.1 6773.33 22151.33 21618.33

2%r! m 5.1 651.33 27348.33 2544.33

2'th m 5.1 20380.33 230.33 83580.33

25th m 5.1 22274.33 80500.33 82545.33

2,th m 5.1 2156.33 8883.33 8536.33

27th m 5.1 2176.33 8632.33 13702.33

2th m 5.1 80818.33 100.33 18834.33

2th m 5.1 88172.33 11538.33 184.33

%0th m 5.1 85431.33 140.33 7651.33

9otal Cost from 20m upto %0m 21285.33 88073.33 872418.33

g ?ate pe mete 3534".00 44186.00 463"5.00

12.12 6 %#) 6eyond 90m upto -0 m

a

! A!! 5 per cent of cost for !eaterin if re*uire!

c :a=

%1st m 03 16747.33 72621.33 77245.33

%2n! 03 15477.33 74114.33 52325.33

%%r! m 03 72572.33 57107.33 3286.33%'th m 03 53024.33 8075.33 251.33

%5th m 03 55012.33 4618.33 45602.33

%,th m 03 87.33 03086.33 037428.33

%7th m 03 42211.33 006367.33 005765.33

%th m 03 036740.33 062664.33 064243.33

%th m 03 006473.33 021116.33 086223.33

'0th m 03 068617.33 084035.33 017176.33

9otal Cost from %0m upto '0m 2485.33 033505.33 031635.33

g ?ate pe mete 83"85.00 100782.00 105821.00

12.12 C Soft Roc3 %8m dia ,e** )

Unit = ?unning ete.

Taking output = 1 m

Dept in Soft roc3 strata up to 9m


a) a!our

Mate #a) 3.46 01.35 053.67

+in)er # s)ille! $ #a) 2.33 637.44 763.45


A!! 25 per cent of cost for entle!e inclu!in supportsloa!in arranement an! 4aour $3

:<=Cn<lu#%n!61 for

entle#!e

:K= Cn<lu#%n!1 for

#ewater%n!, %f

requ%re#


A!! 20 per cent of cost for entle!e inclu!in supportsloa!in arranement an! 4aour$3

:K= Cn<lu#%n!63 for

entle#!e

:K=Cn<lu#%n!1 for

#ewater%n!, %frequ%re#

8/17/2019 SOR-2014-15 (Folder-2).xls


213


Ref. toMoRT

Spec.


(ier #a) 3.13 637.44 032.13

!) Macinery

hour 8.33 0057.06 8538.8

Air compressor ith pneumatic rea)ers hour 2.13 102.33 0541.13


A!! for !eaterin of 5 per cent of #a@$ if re*uire! 16.20

c) "#eread car+es $ 0.2 on %a&!) 2315.03



say 16814.00

12.12 D ard Roc3 %8m dia ,e** )

Unit = ?unning ete

Taking output = 1 m

Dept in ard roc3 strata upto 9 m


a) Materia*

Gelatine 0 per cent ! 8.33 006.55 810.3

6lectric (etonators ea<h 0.33 08.65 617.54

!) a!our

Mate #a) 0.17 01.35 6.50

(riller #a) 6.33 637.44 802.4

Blaster #a) 3.61 64.20 56.22

Ma!oor #a) 06.33 055.35 6068.8

Ma!oor #+)ille!$ #a) 8.33 637.44 65.47

c) Macinery

hour 7.33 0057.06 5317.56

hour 6.33 102.33 0367.33

(eaterin 5 per cent of cost of #@c$ if re*uire!3 143.12

Consumales in sin)in 10 per cent of cost of #$3 3.65



Rate per metre ' %a&!&c&d&e) 04027.07

say 1"136.00

12.19

Unit = ?unning ete.

Taking output = 1 m

Diameter of ,e** ? = m.

7 Sandy Soi*


;ate of sin)in K 03%0 m per hour3

a) a!our

Mate #a) 3.01 01.35 65.57

+in)er # s)ille! $ #a) 0.61 637.44 61.58

+in)in helper # semi-s)ille! $ #a) 6.13 03.35 813.0!) Macinery

hour 2.61 0057.06 266.24




0375 cum capacity an! accessories3ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer for !rillin3

Section1200

Sin3in+ of = m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.

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214


Ref. toMoRTSpec.

c) "#eread car+es $ 0.2 on %a&!) 0621.22



say 67"4.00



a) a!our

Mate #a) 3.0 01.35 22.20

+in)er #a) 0.13 637.44 203.84


!) Macinery

hour 8.13 0057.06 1646.18


c) "#eread car+es $ 0.2 on %a&!) 0757.81



say "220.00


a

11th m 1 476.33

12th m 1 03077.33

1%th m 1 03758.33

1'th m 1 0063.33

15th m 1 0057.33

1,th m 1 06217.33

17th m 1 06458.33

1th m 1 02762.33

1th m 1 08238.33

20th m 1 01304.33



12.19 7 %i#) 6eyond 20m upto 90 m

a

! :a=

21st m 5.1 07081.33 04258.33

22n! m 5.1 05217.33 6365.33

2%r! m 5.1 071.33 66243.33

2'th m 5.1 63315.33 6837.33

25th m 5.1 60170.33 6152.33

2,th m 5.1 6205.33 6508.33

27th m 5.1 68407.33 6444.33

2th m 5.1 6751.33 26086.33

2th m 5.1 6548.33 28112.33

%0th m 5.1 23418.33 25081.33


g ?ate pe mete 22840.00 2740".00

12.19 7 %#) 6eyond 90m upto -0 m

a

! :a=

%1st m 03 28384.33 8314.33

%2n! 03 25818.33 88481.33





:K=Cn<lu#%n!63 for

entle#!e


A!! 20 per cent of cost for entle!e inclu!in supportsloa!in arranement an! 4aour etc3

:K=Cn<lu#%n!63 for

entle#!e

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215


Ref. toMoRTSpec.

%%r! m 03 80044.33 84824.33

%'th m 03 81204.33 1822.33

%5th m 03 8410.33 1460.33

%,th m 03 1827.33 7132.33

%7th m 03 73263.33 5628.33

%th m 03 77216.33 54766.33

%th m 03 5645.33 518.33

'0th m 03 367.33 47282.33

9otal Cost from %0m upto '0m 186712.33 71002.33

g ?ate pe mete 54265.00 65118.00

12.19 6 C*ayey Soi* % =m dia. He** )

Unit = ?unning ete.


%) Dept !e*o, !ed *e#e* upto 9.0 M


a) a!our

Mate #a) 3.0 01.35 22.20

+in)er # s)ille! $ #a) 0.13 637.44 203.84


!) Macinery

hour 8.13 0057.06 1646.18


d) "#eread car+es $ 0.2 on %a&!) 0757.81

e) ContractorBs profit $ 0.1 on %a&!&c) 2.62


say "220.00



a) a!our

Mate #a) 3.67 01.35 8.06

+in)er #a) 6.33 637.44 802.4


!) Macinery

hour 7.33 0057.06 5317.56

hour 2.61 102.33 0775.61


c) "#eread car+es $ 0.2 on %a&!) 6748.74



say 14821.00

12.19 6 %iii) 6eyond 10 m upto 20 m

a

! A!! for !eaterin 5 per cent of cost if re*uire!3 :a=

11th m 1 01176.33 07283.33

12th m 1 07283.33 05015.33

1%th m 1 05015.33 0301.33

1'th m 1 0301.33 0407.33

15th m 1 0407.33 0476.33

1,th m 1 0476.33 6311.33

17th m 1 6311.33 604.33

1th m 1 604.33 66442.33



Air compressor ith pneumatic chisel attachment forcuttin har! clay3


:K= Cn<lu#%n!for #ewater%n! 1 of <o&t,

%f requ%re#

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216


Ref. toMoRTSpec.

1th m 1 66442.33 68082.33

20th m 1 68082.33 61213.33


g ?ate pe mete 1"574.00 20553.00

12.19 6 %i#) 6eyond 20m upto 90 m

a

! A!! 5 per cent of cost for !eaterin on the cost if re*uire!

c :a=

%1st m 5.1 61418.33 26882.33 28371.33

%2n! 5.1 65430.33 2857.33 27763.33

%%r! m 5.1 64448.33 25842.33 2427.33

%'th m 5.1 26688.33 83231.33 86263.33

%5th m 5.1 28776.33 8226.33 81848.33

%,th m 5.1 25676.33 8715.33 8435.33

%7th m 5.1 83315.33 13350.33 16151.33

%th m 5.1 82370.33 1267.33 17105.33

%th m 5.1 87640.33 1578.33 73515.33

'0th m 5.1 84572.33 76638.33 71208.33


g ?ate pe mete 3671".00 458"".00 481"4.00

12.19 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m 03 18524.33 7175.33 7450.33

%2n! 03 73602.33 56617.33 5174.33

%%r! m 03 77628.33 5480.33 2811.33

%'th m 03 5615.33 586.33 40544.33

%5th m 03 3082.33 47056.33 03340.33

%,th m 03 015.33 0315.33 000355.33

%7th m 03 47452.33 00727.33 06607.33

%th m 03 037753.33 06338.33 028838.33

%th m 03 005225.33 08338.33 08588.33

'0th m 03 064350.33 0181.33 076764.33


g ?ate pe mete 8723".00 104687.00 10""22.00

12.19 C Soft Roc3 % =m dia ,e** )

Unit = ?unning ete.

Taking output = 1 m

Dept in soft roc3 strata upto 9m


a) a!our

Mate #a) 3.1 01.35 035.28

+in)er # s)ille! $ #a) 8.33 637.44 65.47


(ier #a) 3.51 637.44 011.68

!) Macinery

hour 8.13 0057.06 1646.18





: <= Cn<lu#%n!61 for

entle#!e

:K= Cn<lu#%n!1 for



A!! 20 per cent of cost for entle!e inclu!in supports

loa!in arranement an! 4aour$3

: <= Cn<lu#%n!

63 forentle#!e

:K= Cn<lu#%n!

1 for#ewater%n!, %frequ%re#

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217


Ref. toMoRT

Spec.


c) "#eread car+es $ 0.2 on %a&!) 622.72



say 15585.00

12.19 D ard Roc3 % =m dia ,e** )

Unit = ?unning ete

Taking output = 1 m

Dept in ard roc3 strata up to 9 m


a) Materia*



!) a!our

Mate #a) 0.73 01.35 647.00

(riller #a) 6.33 637.44 802.4

Blaster#a) 3.61 64.20 56.22

Ma!oor #a) 0.33 055.35 205.67

Ma!oor #+)ille!$ #a) 8.33 637.44 65.47

(ier #a) 3.13 637.44 032.13

c) Macinery

hour 7.33 0057.06 5317.56

hour 6.33 102.33 0367.33




e) ContractorBs profit $ 0.1 on %a&!&c&d)0471.81


say 21620.00

12.1-

Unit = ?unning ete.

Taking output = 1 m

Diameter of ,e** ? > m.

7 Sandy Soi*


;ate of sin)in 0325 m/hour

a) a!our

Mate #a) 3.0 01.35 22.20

+in)er # s)ille! $ #a) 0.13 637.44 203.84


!) Macinery

hour 8.33 0057.06 8538.8


c) "#eread car+es $ 0.2 on %a&!) 0108.52

d) ContractorBs profit $ 0.1 on %a&!&c)515.25


say 8331.00

12.1- 7 %ii) 6eyond 9m upto 10m dept



ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer for !rillin3

Section1200

Sin3in+ of > m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.


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218


Ref. toMoRTSpec.

a) a!our

Mate #a) 3.61 01.35 87.65

+in)er #a) 0.51 637.44 276.62


!) Macinery

hour 1.33 0057.06 13.73


c) "#eread car+es $ 0.2 on %a&!) 057.1



say 10323.00

12.1- 7 %iii) 6eyond 10m upto 20m

a

11th m 1 0324.33

12th m 1 0020.33

1%th m 1 00413.331'th m 1 0618.33

15th m 1 02051.33

1,th m 1 0228.33

17th m 1 08167.33

1th m 1 01616.33

1th m 1 07301.33

20th m 1 0707.33



12.1- 7 %i#) 6eyond 20m upto 90 m

a

! :a=

21st m 5.1 0355.33 60746.33

22n! m 5.1 04822.33 62263.33

2%r! m 5.1 6343.33 6137.33

2'th m 5.1 66815.33 6748.33

25th m 5.1 68080.33 6474.33

2,th m 5.1 61416.33 20086.33

27th m 5.1 654.33 2285.33

2th m 5.1 64443.33 214.33

2th m 5.1 26624.33 275.33

%0th m 5.1 28715.33 801.33


g ?ate pe mete 25573.00 30688.00

12.1- 7 %#) 6eyond 90m upto -0 m

a

! :a=

%1st m 03 2062.33 8158.33

%2n! 03 80421.33 13266.33

%%r! m 03 87064.33 11211.33

%'th m 03 13586.33 7343.33

%5th m 03 1107.33 77454.33

%,th m 03 7024.33 5275.33

%7th m 03 7512.33 0387.33

%th m 03 58646.33 4013.33




A!! 20 per cent of cost for entle!e inclu!in supportsloa!in arranement an! 4aour3

:K= Cn<lu#%n!63 for

entle#!e



:K= Cn<lu#%n!63 for

entle#!e

8/17/2019 SOR-2014-15 (Folder-2).xls


219


Ref. toMoRTSpec.

%th m 03 0560.33 4371.33

'0th m 03 442.33 03556.33


g ?ate pe mete 6075".00 72"10.00

12.1- 6 C*ayey Soi* % >m dia. He** )

Unit = ?unning ete.


%i) Dept from !ed *e#e* upto 9.0 M


a) a!our

Mate #a) 3.66 01.35 83.56

+in)er # s)ille! $ #a) 6.33 637.44 802.4

+in)in helper # semi-s)ille! $ hour 2.13 03.35 723.61

!) Macinery

1.13 0057.06 787.77


c) "#eread car+es $ 0.2 on %a&!) 6313.06



say 11276.00



a) a!our

Mate #a) 3.26 01.35 14.66

+in)er #a) 6.13 637.44 105.8


!) Macinery

hour 7.33 0057.06 5317.56

hour 2.13 102.33 0541.13


c) "#eread car+es $ 0.2 on %a&!) 650.00



say 152"6.00

12.1- 6 %iii) 6eyond 10 m upto 20 m

a

! A!! for !eaterin 5 per cent of cost if re*uire!3:a=

11th m 1 07370.33 0778.33

12th m 1 0778.33 05535.33

1%th m 1 05535.33 0146.33

1'th m 1 0146.33 04166.33

15th m 1 04166.33 6384.33

1,th m 1 6384.33 60162.33

17th m 1 60162.33 66144.33

1th m 1 66144.33 62564.33

1th m 1 62564.33 68401.33

20th m 1 68401.33 67070.33


g ?ate pe mete 20201.00 21211.00

12.1- 6 %i#) 6eyond 20m upto 90 m






%f requ%re#

8/17/2019 SOR-2014-15 (Folder-2).xls


220


Ref. toMoRTSpec.

a


c :a=

%1st m 5.1 6758.33 2283.33 21018.33

%2n! 5.1 6542.33 21440.33 25540.33

%%r! m 5.1 23416.33 2743.33 83761.33

%'th m 5.1 22652.33 80140.33 82750.33

%5th m 5.1 2157.33 88503.33 87487.33

%,th m 5.1 2810.33 8378.33 13875.33

%7th m 5.1 80221.33 10774.33 18616.33

%th m 5.1 88821.33 11188.33 1260.33

%th m 5.1 8557.33 14503.33 76747.33

'0th m 5.1 10210.33 7804.33 7524.33


g ?ate pe mete 378"1.00 47364.00 4"732.00

12.1- 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m 03 1787.33 7552.33 50056.33

%2n! 03 76021.33 58176.33 5643.33

%%r! m 03 7284.33 6304.33 7063.33

%'th m 03 5108.33 43660.33 48526.33

%5th m 03 6536.33 44686.33 038638.33

%,th m 03 43456.33 034077.33 008768.33

%7th m 03 033374.33 06332.33 06735.33

%th m 03 003357.33 026340.33 02747.33

%th m 03 06038.33 081230.33 016177.33

'0th m 03 022046.33 01423.33 07566.33


g ?ate pe mete "0025.00 108030.00 113431.00

12.1- C Soft Roc3 % >m dia ,e** )

Unit = ?unning ete.

Taking output = 1 m



a) a!our

Mate #a) 3.7 01.35 061.1

+in)er # s)ille! $ #a) 8.33 637.44 65.47


(ier #a) 0.33 637.44 637.44

!) Macinery

hour 1.33 0057.06 13.73




c) "#eread car+es $ 0.2 on %a&!) 2061.88





:<=Cn<lu#%n!61 for

entle#!e

:K= Cn<lu#%n!1 for

#ewater%n!, %f

requ%re#



:< = Cn<lu#%n!63 for

entle#!e

:K= Cn<lu#%n!1 for

8/17/2019 SOR-2014-15 (Folder-2).xls


221


Ref. toMoRT

Spec.

say 171"0.00

12.1- D ard Roc3 % >m dia ,e** )

Unit = ?unning ete

Taking output = 1 m



a) Materia*

Gelatine 0 per cent ! .33 006.55 436.05


!) a!our

Mate #a) 0.34 01.35 630.52

(riller #a) 6.33 637.44 802.4

Blaster #a) 3.61 64.20 56.22

Ma!oor #a) 63.33 055.35 2180.83

Ma!oor #+)ille!$ #a) 8.33 637.44 65.47

c) Macinery

hour 7.33 0057.06 5317.56

hour 6.33 102.33 0367.33






say 21535.00

12.1

Unit = ?unning ete.

Taking output = 1 m

Diameter of ,e** ? < m.

7 Sandy Soi*



a) a!our

Mate #a) 3.04 01.35 21.07

+in)er # s)ille! $ #a) 0.13 637.44 203.84

+in)in helper # semi-s)ille! $#a) 2.61 03.35 11.62

!) Macinery

hour 8.33 0057.06 8538.8


c) "#eread car+es $ 0.2 on %a&!) 0167.81



say 83"5.00



a) a!our

Mate #a) 3.65 01.35 84.45

+in)er #a) 0.51 637.44 276.62


!) Macinery



Section1200

Sin3in+ of < m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*

8/17/2019 SOR-2014-15 (Folder-2).xls


222


Ref. toMoRTSpec.

hour 1.13 0057.06 787.77


c) "#eread car+es $ 0.2 on %a&!) 6376.33



say 11341.00


a

11th m 1 0043.33

12th m 1 06132.33

1%th m 1 0206.33

1'th m 1 0258.33

15th m 1 08852.33

1,th m 1 01045.33

17th m 1 01415.33

1th m 1 07511.331th m 1 05142.33

20th m 1 0852.33


g ?ate pe mete 14"77.00

12.1 7 %i#) 6eyond 20m upto 90 m

a

! :a=

21st m 5.1 041.8 6223.33

22n! m5.1 6028.33 6170.33

2%r! m 5.1 66484.33 65124.33

2'th m 5.1 68753.33 64738.33

25th m 5.1 67163.33 2068.33

2,th m 5.1 6134.33 28600.33

27th m 5.1 23785.33 27557.33

2th m 5.1 26487.33 24121.33

2th m 5.1 21805.33 86133.33

%0th m 5.1 2352.33 817.33


g ?ate pe mete 280"4.00 33713.00

12.1 7 %#) 6eyond 90m upto -0 ma

! :a=

%1st m 03 803.23 13617.33

%2n! 03 8737.33 1166.33

%%r! m 03 13751.33 7303.33

%'th m 03 11582.33 7746.33

%5th m 03 70205.33 5213.33

%,th m 03 75884.33 3424.33

%7th m03 58048.33 4322.33

%th m 03 0702.33 45427.33

%th m 03 4558.33 035564.33

'0th m 03 4510.33 00130.33


g ?ate pe mete 66746.00 800"6.00





:K= Cn<lu#%n!63 for

entle#!e



:K= Cn<lu#%n!63 for

entle#!e

8/17/2019 SOR-2014-15 (Folder-2).xls


223


Ref. toMoRT

Spec.

12.1 6 C*ayey Soi* % <m dia. He** )

Unit = ?unning ete.



;ate of sin)in 0317 m / hour

a) a!our

Mate #a) 3.68 01.35 88.86

+in)er # s)ille! $ #a) 6.61 637.44 871.52


!) Macinery

hour 1.51 0057.06 7576.74


c) "#eread car+es $ 0.2 on %a&!) 6017.34



say 1185".00

12.1 6 %ii) 6eyond 9m upto 10m dept;ate of sin)in 0315 m / hour

a) a!our

Mate #a) 3.28 01.35 76.46

+in)er #a) 6.13 637.44 105.8


!) Macinery

hour 7.13 0057.06 5788.5

hour 2.51 102.33 0462.51


c) "#eread car+es $ 0.2 on %a&!) 2330.12d) ContractorBs profit $ 0.1 on %a&!&c) 0133.55


say 16508.00


a


11th m 1 05222.33 0633.33

12th m 1 0633.33 04003.33

1%th m 1 04003.33 63377.33

1'th m 1 63377.33 60374.33

15th m 1 60374.33 66066.33

1,th m 1 66066.33 6266.33

17th m 1 6266.33 6824.33

1th m 1 6824.33 6173.33

1th m 1 6173.33 67.33

20th m 1 67.33 6626.33


g ?ate pe mete 21801.00 228"1.00

12.1 6 %i#) 6eyond 20m upto 90 m

a







%f requ%re#

8/17/2019 SOR-2014-15 (Folder-2).xls


224


Ref. toMoRTSpec.

c :a=

%1st m 5.1 6431.33 27020.33 2542.33

%2n! 5.1 20352.33 280.33 8352.33

%%r! m5.1 22832.33 80518.33 8286.33

%'th m 5.1 2143.33 881.33 85064.33

%5th m 5.1 2730.33 8610.33 13778.33

%,th m 5.1 80847.33 1053.33 18878.33

%7th m 5.1 8873.33 11573.33 118.33

%th m 5.1 85418.33 14482.33 76483.33

%th m 5.1 10110.33 78824.33 75770.33

'0th m 5.1 11805.33 74650.33 56521.33


g ?ate pe mete 408"2.00 51115.00 53670.00

12.1 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m 03 73414.33 52010.33 5734.33

%2n! 03 75311.33 3877.33 884.33

%%r! m 03 52570.33 102.33 46424.33

%'th m 03 0025.33 45278.33 036626.33

%5th m 03 4610.33 035030.33 006817.33

%,th m 03 4057.33 00500.33 062536.33

%7th m 03 035448.33 064142.33 027352.33

%th m 03 00542.33 086116.33 08473.33

%th m 03 023756.33 01737.33 078787.33

'0th m 03 082524.33 05685.33 00000.33


g ?ate pe mete "7154.00 116584.00 122414.00

12.1 C Soft Roc3 % <m dia ,e** )

Unit = ?unning ete.

Taking output = 1 m

Dept in soft roc3 strata up to 9m

;ate of sin)in 0315 m / houra) a!our

Mate #a) 3.57 01.35 083.71

+in)er # s)ille! $ #a) 8.33 637.44 65.47


(ier #a) 0.63 637.44 68.24

!) Macinery

hour 7.13 0057.06 5788.5




c) "#eread car+es $ 0.2 on %a&!) 2470.66



say 21787.00

12.1 D ard Roc3 % <m dia ,e** )

Unit = ?unning ete



entle#!e

:K= Cn<lu#%n!1 for





entle#!e

:K= Cn<lu#%n!1 for

8/17/2019 SOR-2014-15 (Folder-2).xls


225


Ref. toMoRT

Spec.

Taking output = 1 m



a) Materia*



!) a!our

Mate #a) 0.05 01.35 607.12

(riller #a) 6.33 637.44 802.4

Blaster #a) 3.61 64.20 56.22

Ma!oor #a) 66.33 055.35 241.18

Ma!oor #+)ille!$ #a) 8.33 637.44 65.47

(ier #a) 0.33 637.44 637.44

c) Macinery

hour 5.33 0057.06 626.8

hour 6.13 102.33 066.13






say 24"81.00

12.18 1200

Unit = ?unning ete

Taking output = 1 m

(iameter of ell - 10 m3

7 Sandy Soi*



a) a!our

Mate #a) 3.63 01.35 25.30

+in)er # s)ille! $ #a) 0.13 637.44 203.84


!) Macinery

hour 1.33 0057.06 13.73


c) "#eread car+es $ 0.2 on %a&!) 070.73



say 1023".00



a) a!our

Mate #a) 3.20 01.35 15.25

+in)er #a) 6.33 637.44 802.4


!) Macinery

hour 1.51 0057.06 7576.74




Sin3in+ of 10 m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainst

eac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.



8/17/2019 SOR-2014-15 (Folder-2).xls


226


Ref. toMoRTSpec.

c) "#eread car+es $ 0.2 on %a&!) 607.43



say 11"2".00


a

11th m 1 06161.33

12th m 1 02010.33

1%th m 1 0234.33

1'th m 1 08844.33

15th m 1 01668.33

1,th m 1 0141.33

17th m 1 0758.33

1th m 1 05762.33

1th m 1 0138.33

20th m 1 04864.33



12.18 7 %i#) 6eyond 20m upto 90 m

a

! :a=

21st m 5.1 637.33 61372.33

22n! m 5.1 66816.33 67486.33

2%r! m 5.1 68027.33 6472.33

2'th m 5.1 61487.33 20021.33

25th m 5.1 6546.33 22853.332,th m 5.1 6448.33 2140.33

27th m 5.1 26622.33 273.33

2th m 5.1 28713.33 8013.33

2th m 5.1 25684.33 88744.33

%0th m 5.1 83382.33 8316.33


g ?ate pe mete 2"547.00 35457.00

12.18 7 %#) 6eyond 90m upto -0 m

a

! :a=

%1st m 03 88385.33 1617.33

%2n! 03 8816.33 1086.33

%%r! m 03 12645.33 72417.33

%'th m 03 1765.33 53216.33

%5th m 03 78843.33 552.33

%,th m 03 53424.33 1065.33

%7th m 03 5322.33 42783.33

%th m 03 127.33 032332.33

%th m 03 48863.33 002238.33

'0th m03 03276.33 068728.33


g ?ate pe mete 70200.00 84240.00

12.18 6 C*ayey Soi* %10m dia. He** )

Unit = ?unning ete





:K= Cn<lu#%n!63 for

entle#!e



:K= Cn<lu#%n!

63 forentle#!e

8/17/2019 SOR-2014-15 (Folder-2).xls


227


Ref. toMoRTSpec.


;ate of sin)in 031m/hour3

a) a!our

Mate #a) 3.61 01.35 87.65

+in)er # s)ille! $ #a) 6.13 637.44 105.8


!) Macinery

hour 7.33 0057.06 5317.56


c) "#eread car+es $ 0.2 on %a&!) 6264.02



say 12810.00


;ate of sin)in 0315m/hour3

a) a!our

Mate #a) 3.83 01.35 58.32

+in)er #a) 2.33 637.44 763.45


!) Macinery

hour 7.33 0057.06 5317.56

hour 8.33 102.33 6316.33


c) "#eread car+es $ 0.2 on %a&!) 6467.68



say 160"4.00


a


11th m 1 0744.33 05588.33

12th m 1 05588.33 0720.33

1%th m 1 0720.33 04172.33

1'th m 1 04172.33 63180.33

15th m 1 63180.33 6017.33

1,th m 1 6017.33 66787.33

17th m 1 66787.33 6255.33

1th m 1 6255.33 68475.33

1th m 1 68475.33 67601.33

20th m 1 67601.33 65167.33


g ?ate pe mete 21255.00 22318.00

12.18 6 %i#) 6eyond 20m upto 90 m

a


c :a=

%1st m 5.1 600.33 21667.33 2745.33

%2n! 5.1 23641.33 2574.33 24576.33



Air compressor ith pneumatic chisel attachment forcuttin har! clay



%f requ%re#




entle#!e

:K= Cn<lu#%n!1 for

8/17/2019 SOR-2014-15 (Folder-2).xls


228


Ref. toMoRTSpec.

%%r! m 5.1 26175.33 83534.33 86588.33

%'th m 5.1 21303.33 82572.33 81410.33

%5th m 5.1 25727.33 85381.33 84245.33

%,th m 5.1 83814.33 13158.33 12032.33

%7th m 5.1 82842.33 18277.33 1538.33

%th m5.1 87511.33 1888.33 70277.33

%th m 5.1 13676.33 766.33 71474.33

'0th m 5.1 18326.33 75183.33 53405.33


g ?ate pe mete 3"86".00 4"836.00 52328.00

12.18 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m 03 14821.33 50266.33 58.33

%2n! 03 71254.33 5811.33 625.33

%%r! m 03 50405.33 7233.33 43701.33

%'th m 03 54034.33 48420.33 44755.11

%5th m 03 5363.33 038868.33 034781.63

%,th m 03 41566.33 00877.33 063734.23

%7th m 03 031648.33 067212.33 026753.71

%th m 03 00162.33 024.33 081425.83

%th m 03 065831.33 0167.33 073123.23

'0th m 03 083087.33 07051.33 05712.51

9otal Cost from %0m upto '0m485613.33 0027533.33 0042121.01

g ?ate pe mete "4725.00 113670.00 11"354.00

12.18 C Soft Roc3 %10m dia ,e** )

Unit = ?unning ete.

Taking output = 1 m


;ate of sin)in 031'm/hour3

a) a!our

Mate #a) 3.7 01.35 014.07

+in)er # s)ille! $ #a) 8.33 637.44 65.47


(ier #a) 0.83 637.44 64.54!) Macinery

hour 5.33 0057.06 626.8



A!! for !eaterin 5 per cent of cost if re*uire! 156.56

c) "#eread car+es $ 0.2 on %a&!) 8387.64



say 22255.00

12.18 D ard Roc3 %10m dia ,e** )Unit = ?unning ete.

Taking output = 1 m


;ate of sin)in 0312 m/ hour3

a) Materia*





entle#!e

:K= Cn<lu#%n!1 for

8/17/2019 SOR-2014-15 (Folder-2).xls


229


Ref. toMoRT

Spec.

6lectric (etonators ea<h. 88.33 08.65 765.50

!) a!our

Mate #a) 0.65 01.35 621.38

(riller #a) 6.33 637.44 802.4

Blaster #a) 3.61 64.20 56.22

Ma!oor #a) 68.33 055.35 8684.7

Ma!oor #+)ille!$ #a) 8.33 637.44 65.47

c) Macinery

hour .13 0057.06 4445.36

hour 2.33 102.33 0124.33

(eaterin 5 per cent of cost #c$ if re*uire!3 157.3

Consumales in sin)in 10 per cent of cost of #@c$3 0540.0




say 2"660.00

12.1= 1200

Unit = ?unning ete

Taking output = 0.50 m


7 Sandy Soi*



a) a!our

Mate #a) 3.60 01.35 2.7

+in)er # s)ille! $ #a) 0.13 637.44 203.84

+in)in helper #semi-s)ille!$ #a) 2.23 03.35 148.62

!) Macinery

hour 7.33 0057.06 5317.56




Cost for 035m K a@@c@! 00453.50

Rate per metre ' %a&!&c&d)(0.0 62480.86say 23"41.00

12.1= 7 %ii) 6eyond 9m upto 10m dept

;ate of sin)in 031% m/hour

a) a!our

Mate #a) 3.26 01.35 14.66

+in)er #a) 6.33 637.44 802.4


!) Macinery

hour 8.33 0057.06 8538.8


c) "#eread car+es $ 0.2 on %a&!&c) 0708.70

d) ContractorBs profit $ 0.1 on %a&!&c&d) 35.20

Cost for 035m K a@@c@! 3.27

Rate per metre ' %a&!&c&d)(0.0 05573.56


ire & runnin chares of compressor ith pneumaticrea)er/=ac) hammer or !rill

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230


Ref. toMoRTSpec.

say 17761.00

12.1= 7 %iii) 6eyond 10m upto 20m

a

11th m 1 0784.33

12th m 1 0410.33

1%th m 1 63173.33

1'th m 1 601.33

15th m 1 66775.33

1,th m 1 6233.33

17th m 1 68443.33

1th m 1 67683.33

1th m 1 65116.33

20th m 1 6423.33



12.1= 7 %i#) 6eyond 20m upto 90 m

a

! :a=

21st m 5.1 20033.33 25263.33

22n! m 5.1 22822.33 83063.33

2%r! m 5.1 21483.33 8206.33

2'th m 5.1 2727.33 87272.33

25th m 5.1 80128.33 8480.33

2,th m 5.1 88784.33 12154.33

27th m 5.1 8544.33 1514.33

2th m 5.1 1014.33 7040.33

2th m 5.1 1187.33 77176.33

%0th m 5.1 1476.33 50118.33


g ?ate pe mete 43""8.00 527"8.00

12.1= 7 %#) 6eyond 90m upto -0 m

a

! :a=

%1st m 03 71140.33 5534.33

%2n! 03 56013.33 713.33%%r! m 03 54271.33 4162.33

%'th m 03 5236.33 038576.33

%5th m 03 47326.33 00162.33

%,th m 03 031721.33 067576.33

%7th m 03 007044.33 024824.33

%th m 03 06504.33 01222.33

%th m 03 083730.33 07560.33

'0th m 03 018770.33 01142.33


g ?ate pe mete 104536.00 125443.00

12.1= 6 C*ayey Soi* %11 m dia. He** )Unit = ?unning ete

Taking output = 0.50 mete



a) a!our




:K=Cn<lu#%n!63 for

entle#!e



:K= Cn<lu#%n!63 for

entle#!e

8/17/2019 SOR-2014-15 (Folder-2).xls


231


Ref. toMoRTSpec.

Mate #a) 3.67 01.35 8.06

+in)er # s)ille! $ #a) 6.13 637.44 105.8


!) Macinery

hour 1.33 0057.06 13.73


c) "#eread car+es $ 0.2 on %a&!) 042.72


Cost for 035m K a@@c@! 03776.8


say 21325.00



a) a!our

Mate #a) 3.82 01.35 54.1

+in)er #a) 2.13 637.44 568.85


!) Macinery

hour 7.33 0057.06 5317.56

hour 8.61 102.33 603.61


c) "#eread car+es $ 0.2 on %a&!) 2333.32


Cost for 035m K a@@c@! 07133.07


say 33000.00

12.1= 6 %iii) 6eyond 10 m upto 20 m

a


11th m 1 28713.33 2722.33

12th m 1 2722.33 2636.33

1%th m 1 2636.33 83006.33

1'th m 1 83006.33 8600.33

15th m 1 8600.33 88668.33

1,th m 1 88668.33 87821.33

17th m 1 87821.33 8515.33

1th m 1 8515.33 10041.33

1th m 1 10041.33 12511.33

20th m 1 12511.33 17882.33


g ?ate pe mete 43583.00 45762.00

12.1= 6 %i#) 6eyond 20m upto 90 m

a


c :a=

21st m 5.1 1555.33 56628.33 5187.33

22n! 5.1 76060.33 55710.33 0128.33

2%r! m 5.1 7753.33 2851.33 5784.33





:K=Cn<lu#%n! for#ewater%n! 1 of <o&t, %f

requ%re#



:<=Cn<lu#%n!

61 forentle#!e

:K=Cn<lu#%n!

1 for#ewater%n!, %f

requ%re#

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232


Ref. toMoRTSpec.

2'th m 5.1 5054.33 4527.33 48662.33

25th m 5.1 55052.33 47877.33 03064.33

2,th m 5.1 6470.33 032530.33 037.33

27th m 5.1 402.33 000854.33 005312.33

2th m 5.1 4156.33 00483.33 06126.33

2th m5.1 032376.33 066.33 021674.33

%0th m 5.1 003546.33 02843.33 081801.33


g ?ate pe mete 81752.00 1021"0.00 107300.00

12.1= 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m 03 06050.33 087681.33 012115.33

%2n! 03 02831.33 07353.33 07408.33

%%r! m 03 085878.33 057415.33 0131.33

%'th m 03 076603.33 048716.33 63821.33

%5th m 03 05820.33 608005.33 66862.33

%,th m 03 047658.33 621164.33 685231.33

%7th m 03 601430.33 61430.33 656321.33

%th m 03 625840.33 6844.33 64462.33

%th m 03 670683.33 2028.33 264076.33

'0th m 03 65278.33 28825.33 276354.33

9otal Cost from %0m upto '0m 0486238 6223571 6885232

g ?ate pe mete 1"4230.00 233077.00 244730.00

12.1= C Soft Roc3 %11m dia ,e** )

Unit = ?unning ete.



;ate of sin)in 030, m/hour

a) a!our

Mate #a) 3.41 01.35 051.6

+in)er # s)ille! $ #a) 8.61 637.44 54.50


(ier #a) 0.13 637.44 203.84

!) Macineryhour .33 0057.06 483.47



788.87

c) "#eread car+es $ 0.2 on %a&!) 8121.62


Cost for 035m K a@@c@! 68482.54


say 4"888.00

12.1= D ard Roc3 %11m dia ,e** )

Unit = ?unning ete.


Dept in ard roc3 upto 9 m


a) Materia*





entle#!e

:K=Cn<lu#%n!1 for



A!! for !eaterin 5 per cent of cost of #$ ifre*uire!

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233


Ref. toMoRT

Spec.

6lectric (etonators ea<h. 8.33 08.65 78.5

!) a!our

Mate #a) 0.21 01.35 684.8

(riller #a) 6.33 637.44 802.4

Blaster #a) 3.61 64.20 56.22

Ma!oor #a) 67.33 055.35 8732.6

Ma!oor #+)ille!$ #a) 8.33 637.44 65.47

c) Macinery

hour 03.33 0057.06 00570.63

hour 2.13 102.33 0541.13





Cost for 035m K a@@c@! 22175.6

Rate per metre ' %a&!&c&d)(0.0 75021.72say 67136.00

12.1> 1200

Unit = ?unning ete

Taking output = 0.#5 m


7 Sandy Soi*

%i) ) Dept !e*o, !ed *e#e* upto 9.0 M


a) a!our

Mate #a) 3.66 01.35 83.56

+in)er # s)ille! $ #a) 0.51 637.44 276.62


!) Macinery

hour 7.33 0057.06 5317.56


c) "#eread car+es $ 0.2 on %a&!) 6660.83


Cost for 0325m K a@@c@! 06605.52


say 48871.00

12.1> 7 %ii) 6eyond 9m upto 10m dept


a) a!our

Mate #a) 3.25 01.35 7.8

+in)er #a) 6.13 637.44 105.8


!) Macinery

hour 7.13 0057.06 5788.5


c) "#eread car+es $ 0.2 on %a&!) 6876.78


Cost for 0325m K a@@c@! 02188.84



Sin3in+ of 12 m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.

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235


Ref. toMoRTSpec.

a) a!our

Mate #a) 3.23 01.35 11.16

+in)er # s)ille! $ #a) 2.33 637.44 763.45


!) Macinery

hour 7.61 0057.06 5213.51


c) "#eread car+es $ 0.2 on %a&!) 6242.07


Cost for 0325m K a@@c@! 02076.25


say 5264".00



a) a!our

Mate #a) 3.8 01.35 .2

+in)er #a) 2.51 637.44 557.60


!) Macinery

hour .22 0057.06 4545.3

hour 8.13 102.33 623.13


c) "#eread car+es $ 0.2 on %a&!) 201.83


Cost for 0.2m ' a&!&c&d 6348.50


say 83"3".00

12.1> 6 %iii) 6eyond 10 m upto 20 m

a


11th m 1 027.33 46182.33

12th m 1 46182.33 45053.33

1%th m 1 45053.33 036364.33

1'th m 1 036364.33 035023.33

15th m 1 035023.33 00685.331,th m 1 00685.33 00000.33

17th m 1 00000.33 068305.33

1th m 1 068305.33 02360.33

1th m 1 02360.33 027564.33

20th m 1 027564.33 082171.33


g ?ate pe mete 110857.00 116400.00

12.1> 6 %i#) 6eyond 20m upto 90 m

a


c :a=

21st m 5.1 08748.33 02523.33 046405.33

22n! 5.1 0133.33 045103.33 63527.33






requ%re#



:<=Cn<lu#%n!61 for

entle#!e

:K=Cn<lu#%n!1 for

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236


Ref. toMoRTSpec.

2%r! m 5.1 07414.33 606268.33 666483.33

2'th m 5.1 0614.33 6668.33 624773.33

25th m 5.1 047642.33 681277.33 615728.33

2,th m 5.1 600301.33 672574.33 657415.33

27th m 5.1 66780.33 62110.33 645564.33

2th m5.1 68218.33 2380.33 263314.33

2th m 5.1 676082.33 265754.33 288372.33

%0th m 5.1 6038.33 216611.33 2747.33

9otal Cost from 20m upto %0m 6354244 6144613 6564602

g ?ate pe mete 207"40.00 25""25.00 272"21.00

12.1> 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m 03 23448.33 25040.33 24313.33

%2n! 03 28346.33 83405.33 864725.33

%%r! m 03 25133.33 813347.33 856730.33

%'th m 03 8061.33 841037.33 10470.33

%5th m 03 81285.33 188707.33 15085.33

%,th m 03 844626.33 14435.33 764326.33

%7th m 03 184011.33 7147.33 740421.33

%th m 03 738350.33 5681.33 570064.33

%th m 03 77885.33 545258.33 25682.33

'0th m 03 523467.33 55000.33 463475.33

9otal Cost from %0m upto '0m8483282 146800 766826

g ?ate pe mete 4"4034.00 5"2841.00 622483.00

12.1> C Soft Roc3 %12m dia ,e** )

Unit = ?unning ete




a) a!our

Mate #a) 0.37 01.35 047.05

+in)er # s)ille! $ #a) 8.13 637.44 420.87


(ier #a) 0.51 637.44 276.62!) Macinery

hour 03.33 0057.06 00570.63

hour 8.51 102.33 6827.51


A!! for !eaterin 5 per cent if re*uire! 53.4

c) "#eread car+es $ 0.2 on %a&!) 1256.85


Cost for 0325m K a@@c@! 6418.73


say 1181"4.00

12.1> D ard Roc3 %12m dia ,e** )

Unit = ?unning ete


%i) Dept in ard roc3 strata upto 9 m





entle#!e

:K=Cn<lu#%n!1 for

8/17/2019 SOR-2014-15 (Folder-2).xls


8/17/2019 SOR-2014-15 (Folder-2).xls


239


Ref. toMoRTSpec.


a) a!our

Mate #a) 3.67 01.35 8.06

+in)er # s)ille! $ #a) 6.13 637.44 105.8


!) Macinery

hour 7.61 0057.06 5213.51


c) "#eread car+es $ 0.2 on %a&!) 6286.46



say 12886.00

12.1< 6 %ii) 6eyond 9m upto 10m dept


a) a!our

Mate #a) 3.81 01.35 2.6

+in)er #a) 2.61 637.44 756.56


!) Macinery

hour 7.75 0057.06 588.56

hour 8.13 102.33 623.13


c) "#eread car+es $ 0.2 on %a&!) 2610.68



say 17882.00

12.1< 6 %iii) 6eyond 10 m upto 20 m

a


11th m 1 0557.33 04501.33

12th m 1 04501.33 63530.33

1%th m 1 63530.33 60527.33

1'th m 1 60527.33 6662.33

15th m 1 6662.33 62478.33

1,th m1 62478.33 61076.33

17th m 1 61076.33 67863.33

1th m 1 67863.33 65580.33

1th m 1 65580.33 6406.33

20th m 1 6406.33 2318.33


g ?ate pe mete 23617.00 247"7.00

12.1< 6 %i#) 6eyond 20m upto 90 m

a


c :a=

21st m 5.1 20202.33 24080.33 8034.33

22n! 5.1 22770.33 86357.33 8803.33

2%r! m 5.1 2707.33 81622.33 85841.33






requ%re#


A!! 25 per cent of cost for entle!e inclu!in supports

loa!in arranement an! 4aour $3

:<=Cn<lu#%n!

61 forentle#!e

:K=Cn<lu#%n!

1 for#ewater%n!, %f

requ%re#

8/17/2019 SOR-2014-15 (Folder-2).xls


240


Ref. toMoRTSpec.

2'th m 5.1 2433.33 8761.33 10317.33

25th m 5.1 800.33 16652.33 185.33

2,th m 5.1 88418.33 17042.33 14332.33

27th m 5.1 8267.33 7383.33 7286.33

2th m 5.1 10413.33 7842.33 701.33

2th m5.1 1187.33 743.33 5264.33

%0th m 5.1 73328.33 51382.33 5541.33


g ?ate pe mete 442"".00 55374.00 58143.00

12.1< 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m 03 77325.33 54688.33 2637.33

%2n! 03 56780.33 5074.33 40165.33

%%r! m 03 54431.33 417.33 03373.33

%'th m 03 547.33 031851.33 003584.33

%5th m 03 4777.33 007362.33 06068.33

%,th m 03 037211.33 065767.33 028335.33

%7th m 03 007440.33 08324.33 08583.33

%th m 03 06743.33 01886.33 076084.33

%th m 03 080114.33 07450.33 05271.33

'0th m 03 011501.33 071.33 047630.33


g ?ate pe mete105248.00 1262"7.00 132612.00

12.1< C Soft Roc3 %T,in D Type He** )

Unit = ?unning ete

Taking output = 1 m



a) a!our

Mate #a) 3.7 01.35 014.07

+in)er # s)ille! $ #a) 8.13 637.44 420.87


(ier #a) 0.13 637.44 203.84

!) Macineryhour .22 0057.06 4545.3




c) "#eread car+es $ 0.2 on %a&!) 8582.66



say 26088.00

12.1< D ard Roc3 %T,in D Type He** )Unit = ?unning ete

Taking output = 1 m



a) Materia*

Geletine0 per cent ! 03.33 006.55 0065.50




entle#!e

:K=Cn<lu#%n!1 for

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241


Ref. toMoRT

Spec.

6lectric !etonators ea<h. 83.33 08.65 153.71

!) a!our

Mate #a) 0.28 01.35 685.44

(riller #a) 6.33 637.44 802.4

Blaster #a) 3.61 64.20 56.22

Ma!oor #a) 61.33 055.35 8867.51

Ma!oor #+)ille!$ #a) 8.61 637.44 54.50

c) Macinery

hour 03.33 0057.06 00570.63

hour 2.33 102.33 0124.33


Consumales in sin)in 10 per cent of #$3 0867.56




say 32220.00

12.20 1200

Unit A 1 cum


a) Materia*

?uI .33 2774.33 64216.33

+( ar reinforcement in corel tonne 3.8 87314.32 6603.22

6*astin+ materia*


6lectric !etonators ea<h 7.33 08.65 1.73

!) a!our

Me!ical >fficer #a) 3.13 3.33 3.33

Para me!ical personnel #a) 0.33 3.33 3.33

Mate #a) 0.7 01.35 288.62

(riller #a) 0.33 637.44 637.44

Blaster #a) 3.13 64.20 088.77

#a) 23.33 055.35 1206.03

#a) 03.33 637.44 6374.43

(ier #a) 8.33 637.44 65.47

c) Macinery



neumatic sin3in+ of ,e**s ,it equipment of appro#ed

desi+nF dra,in+ and specifications ,or3ed !y competentand trained personne* and comprisin+ of compressionand decompression cam!ersF reducersF t,o air *oc3sseparate*y for men and p*ant G materia*sF arran+ementfor supp*y of fres air to ,or3in+ cam!ersF cec3

#a*#esF eaust #a*#esF safts made from stee* p*ates ofri#eted construction not *ess tan 8 mm tic3 to

,itstand an air pressure of 0.0 MaF contro**ed !*astin+

of ard roc3 ,ere requiredF staircases and 1 m ,ide*andin+ p*ateforms ,it rai*in+F arran+ement forcompression and decompressionF e*ectric *i+tin+ of 0E maimumF proper rooms for rest and medica*eaminations and comp*iance ,it safety precautions as

per S@-19>F a** as per c*ause120=.8 of MoRTSpecifications.

M%5 ra!e ;CC corel proi!e! for supportin ofe*uipment #(imensions as per roun! con!itions$3 ;atemay e a!opte! i!e :tem 123 #$

Ma!oor #for cuttin lastin cleanin remoal ofMaterial etc3$

Ma!oor #+)ille!$ #for fi"ation an! remoal of a!opterfor air loc) carryin out mechanical an! electricaloperations an! repairs an! other s)ille! os3$

8/17/2019 SOR-2014-15 (Folder-2).xls


242


Ref. toMoRT

Spec.

hour 7.33 Qalue JQ@LA\

:n!uction an! !ein!uction L.F 033333.33

6rection at site an! commissionin L.F 013333.33

hour 7.33 228.33 62338.33

Air compressor 250 cfm 2 nos3 hour 6 x 7 642.57 2161.06

ire an! runnin chares of crane of 15 tonne capacity hour 7.33 553.38 8763.68

Motorise! are of 20 tonne capacity hour 7.33 086.17 11.27

Boat to carry atleast 20 persons hour 7.33 086.17 11.27

6lectric eneratin set %% 8A hour 7.33 286.27 6318.07

9ipper 10 tonne capacity hour 7.33 52.33 162.33

d) "#eread car+es $ 0.2 on %a&!&c) JQ@LA\

e) ContractorBs profit $ 0.1 on %a&!&c&d) JQ@LA\

Cost for 5 cum K a@@c@!@e #see notes elo$ -VALUE

Rate per cum ' %a&!&c&d&e)( -VALUE

Note

73(epth of sin)in shall e restricte! to %0 m3

12.21 120=

Unit = 1 cum


a) Materia*

+an! #assumin 20 per cent oi!s $ <uI 0.63 034.34 023.43

!) a!our

Mate #a) 3.30 01.35 0.1

Ma!oor #a) 3.23 055.35 12.06

c) "#eread car+es $ 0.2 on %a&!) 87.85


Rate per cum %a&!&c&d) 611.1

say 256.00

12.22

Unit = 1 T

Taking output = 1 T

a) Materia*

i$ +tructural steel inclu!in 5 per cent astae tonne 0.31 87165.22 812.53

!) a!our

%i) nductionF deinduction and erection of p*ant andequipment inc*udin+ a** components andaccessories for pneumatic metod of ,e** sin3in+.

?sae of plant an! e*uipment for pneumatic metho! of ell sin)in

139he cost of in!uction !ein!uction an! erection ofe*uipment shall e !ii!e! y the total *uantity of pneumaticsin)in for all the ells of a particular ri!e to arrie at theper cum rate on account of this item3

23Cost of pneumatic sin)in per cum of in!ii!ual ells ill ea!!e! to the cost in!icate! at #1$ aoe to arrie at the finalrate of pneumatic sin)in per cum3

%39he cost of in!uction an! !ein!uction ill !epen! upon the!istance inole! for shiftin of e*uipment hich may eassesse! in in!ii!ual cases as per actual roun! con!itionsat the time of ma)in of cost estimates3

'3:n case pneumatic sin)in is inole! on a !ry e! theproision of are an! oat may e omitte!3

539he necessity an! !imensions of the corel ill e as peractual roun! con!itions3

,3+mall e*uipments li)e el!in sets pumps iratorspneumatic tools portale lamps fire e"tinuishers hosepipes etc3 hae not een inclu!e! as the same are coere!as items of minor 9&P un!er oerhea! chares3

Sand Ai**in+ in He**s comp*ete as per Dra,in+ andTecnica* Specifications.

1200 G1<00

ro#idin+ Stee* iner 10 mm tic3 for Cur!s and 8 mmtic3 for Steinin+ of He**s inc*udin+ Aa!ricatin+ andSettin+ out as per Detai*ed Dra,in+.

8/17/2019 SOR-2014-15 (Folder-2).xls


243


Ref. toMoRT

Spec.

Mate #a) 0.68 01.35 664.84

.itter #a) 7.33 62.64 0864.58

Blac)smith #a) 1.33 63.44 0388.41

<el!er #a) 1.33 628.64 0050.81

Ma!oor #a) 03.33 055.35 0553.53

6886.74

c) "#eread car+es $ 0.2 on %a&!) 08621.7


Rate for per MT %a&!&c&d) 5647.62

say 782"6.00

12.29

i*e diameter?=0 mm

Unit = mete


a) Materia*s

PCC Gra!e M%5 <uI 7.76 185.33 27678.27

Concrete to e cast ith a tremie pipe 200mm !ia3

!) Macinery% for !orin+ and construction )

hour 7.33 1362.3 2302.8

hour 3.13 121.33 675.13

ire an! runnin chares of Bentonite pump hour 7.33

4oa!er : cum uc)et capacity3 hour 3.23 00.33 217.83

hour 3.23 52.33 670.43

Bentonite k! 233.33 6.68 752.84

c) a!our

Mate/+uperisor #a) 3.08 01.35 61.40

Ma!oor #a) 2.13 055.35 704.51

d) "#eread car+es $ 0.2 on %!&c) 31.7

e) ContractorBs profit $ 0.1 on %!&c&d) 8386.42

Cost for 15 m K a@@c@!@!@e 3527.15

Rate per metre %a&!&c&d&e)(1 126.88

say 5382.00

12.2-

i*e diameter?1000 mm

Unit = mete


a) Materia*s

PCC Gra!e M%5 <uI 5.1 185.33 82336.23



hour 7.33 1362.3 2302.8

6lectro!es cuttin as an! other consumales 5 per

cent on cost a #a$ aoe3

1100 G

1=00

6ored cast?in?situ M9 +rade R.C.C. i*e ec*udin+

Reinforcement comp*ete as per Dra,in+ and Tecnica*Specifications and remo#a* of eca#ated eart ,it a***ifts and *ead upto 1000 m.

;ate for concrete may e a!opte! same as for ottom plui!e item no3 12311# C $ #:8$

ire an! runnin chares of hy!raulic pilin ri ithpoer unit an! complete accessories inclu!in shiftinfrom one ore location to another3

ire an! runnin chares of liht crane for loerinreinforcement cae

9ate %n<lu#e#

%n p%l%n! r%!

9ipper 535 cum capacity for !isposal of muc) from pileore hole

1100F1800 G 1=00


Reinforcement comp*ete as per Dra,in+ and Tecnica*Specifications and remo#a* of eca#ated eart ,it a**

*ifts and *ead upto 1000 m.

Rate for concrete may !e adopted same as for !ottomp*u+ #ide item no. 12.11% C ) %E)

8/17/2019 SOR-2014-15 (Folder-2).xls


244


Ref. toMoRT

Spec.

hour 3.13 121.33 675.13



hour 3.83 52.33 284.63

Bentonite k! 213.33 6.68 51.58

c) a!our

Mate/+uperisor #a) 3.07 01.35 64.70

Ma!oor #a) 8.33 055.35 53.6

d) "#eread car+es $ 0.2 on %!&c) 0.13


Cost for 10 m K a@@c@!@!@e 324.35


say 8804.00

12.2


Unit = mete

Taking output = " m

a) Materia*s

PCC Gra!e M%5 <uI 03.05 185.33 11500.67



hour 7.33 1362.3 2302.8

hour 3.13 121.33 675.13



hour 3.13 52.33 827.13

Bentonite k! 21.33 6.68 78.26

c) a!our

Mate/+uperisor #a) 3.0 01.35 22.20

Ma!oor #a) 8.13 055.35 547.6

d) "#eread car+es $ 0.2 on %!&c) 66.52


Cost for m K a@@c@!@!@e 030677.6

Rate per metre %a&!&c&d&e)(< 00610.0

say 11252.00

12.28

i*e diameter ? =0 mm

Unit = ?unning mete


a) Materia*s

PCC Gra!e M%5 <uI 05.77 185.33 47580.8

!) Materia*s i*e soes


9ate %n<lu#e#%n p%l%n! r%!


1100 G1=00

6ored cast?in?situ M9 +rade R.C.C. i*e ec*udin+Reinforcement comp*ete as per Dra,in+ and Tecnica*Specifications and remo#a* of eca#ated eart ,it a**



ire an! runnin chares of hy!raulic pilin ri ith

poer unit an! complete accessories inclu!in shiftinfrom one ore location to another3




1100 G

1=00

Dri#en cast?in?p*ace #ertica* M9 +rade R.C.C. i*e

ec*udin+ Reinforcement comp*ete as per Dra,in+ and GTecnica* Specification

8/17/2019 SOR-2014-15 (Folder-2).xls


245


Ref. toMoRT

Spec.

i$ C3:3 shoes for the pile ! 073.33 17.24 4360.7

ii$ M3+3 clamps for shoe %5 per pile of 15 m ! 53.33 77.20 8780.27

! 13.33 10.07 611.62

c) Macinery

hour 7.33 1362.3 2302.8

hour 3.13 144.83 644.53

d) a!our

Mate/+uperisor #a) 3.06 01.35 66.60

Ma!oor #a) 2.33 055.35 120.60

e) "#eread car+es $ 0.2 on %!&c&d) 0032.66

f) ContractorBs profit $ 0.1 on %!&c&d&e) 1430.70

Cost for '0 m K a@@c@!@e 070714.04

Rate per metre %a&!&c&d&e)(-0 8380.8

say 4041.00

Note

12.2=

i*e diameter ? 1000 mm

Unit = ?unning mete


a) Materia*s

PCC Gra!e M%5 <uI 62.11 185.33 064337.43




! 13.33 10.07 611.62

c) Macinery

hour 7.33 1362.3 2302.8

hour 3.13 144.83 644.53

hour 3.13 121.33 675.13

d) a!our

Mate/+uperisor #a) 3.07 01.35 64.70

Ma!oor #a) 8.33 055.35 53.6



Cost for %0 m K a@@c@!@e 048187.35


say 6485.00

iii$ +teel helmet an! cushion loc) on top of casin hea!!urin !riin

ire an! runnin chares of pilin ri :nclu!in !oule

actin pile !riin hammer complete ith poer unit an!accessories33

irin an! runnin chares for liht crane 5 tonnesliftin capacity for loerin reinforcement an! han!linsteel casin3

139he *uantity of concrete re*uire! to e remoe! aoe the!esine! top leel of concrete if any ill e proi!e! for inthe rate analysis3

23:n case steel linin is inclu!e! in the !esin for !rien cast-in-situ pile an! is planne! to e retaine! the same may einclu!e! in the rate analysis3 :n case the temporary steelcasin use! !urin castin is planne! to e remoe! ana!!itional cost 0350 per cent of cost of concrete may eproi!e! to coer its usae3

1100 G

1=00





ire an! runnin chares of pilin ri :nclu!in !ouleactin pile !riin hammer complete ith poer unit an!accessories3


ire an! runnin chares for liht crane for loerinreinforcement cae3

8/17/2019 SOR-2014-15 (Folder-2).xls


246


Ref. toMoRT

Spec.

Note

12.2>


Unit = ?unning mete

Taking output = #0 mete

a) Materia*s

PCC Gra!e M%5 <uI 66.70 185.33 06215.1




iii$ +teel helmet on top of casin hea! !urin !riin ! 13.33 10.07 611.62

c) Macinery

hour 7.33 1362.3 2302.8

hour 3.13 144.83 644.53

d) a!our

Mate/+uperisor #a) 3.0 01.35 22.20

Ma!oor #a) 8.13 055.35 547.6



Cost for 20 m K a@@c@!@e 04011.57


say "458.00

Note

12.2<

i*e Diameter ' 00 mm

Unit = ?unning ete


a) Materia*s

;CC Gra!e M%5 <uI 00.5 1041.33 70045.03

! ) Materia* i*e soes

a$ C3: +hoes ! 683.33 17.24 02126.12

$ M3+3 shoes ! 031.33 86.3 880.82


23:n case steel linin is inclu!e! in the !esin for !rien cast-in-situ pile an! is planne! to e retaine! the same may einclu!e! in the rate analysis3 :n case the temporary steelcasin use! !urin castin is planne! to e remoe! an

a!!itional cost 0350 per cent of cost of concrete may eproi!e! to coer its usae3

1100 G1=00

Dri#en cast?in?p*ace #ertica* M9 +rade R.C.C. i*eec*udin+ Reinforcement comp*ete as per Dra,in+ and GTecnica* Specification





23:n case steel linin is inclu!e! in the !esin for !rien cast-in-situ pile an! is planne! to e retaine! the same may einclu!e! in the rate analysis3 :n case the temporary steel

casin use! !urin castin is planne! to e remoe! ana!!itional cost 0350 per cent of cost of concrete may eproi!e! to coer its usae3

1100 G1=00

Dri#en precast #ertica* M9 +rade R.C.C. i*es ec*udin+Reinforcement comp*ete as per Dra,in+ and G Tecnica*

Specification

;ate for concrete may e a!opte! same as for ottomplu i!e item no3 12311# . $ #:8$

8/17/2019 SOR-2014-15 (Folder-2).xls


247


Ref. toMoRT

Spec.

! 23.33 10.07 0128.48

c) Macinery

Crane20 t capacity hour 7.33 51.07 8503.47


d) a!our

Mate/+uperisor #a) 3.06 01.35 66.60

Ma!oor #a) 2.33 055.35 120.60

JQ@LA\

e) "#eread car+es $ 0.2 on %!&c&d) JQ@LA\

f) ContractorBs profit $ 0.1 on %!&c&d&e) JQ@LA\

Cost for ,0 m K a@@c@!@e@f JQ@LA\

Rate per metre %a&!&c&d&e&f)(80 JQ@LA\

say #$%&U'(

Note

12.90

i*e Diameter ' =0 mm

Unit = ?unning ete


a) Materia*s

;CC Gra!e M%5 <uI 66.3 1041.33 008531.73


a$ C3:3 shoes ! 073.33 17.24 4360.7

$ M3+3 shoes ! 53.33 86.3 6481.76

! 83.33 10.07 6387.14

c) Macinery

Crane '0 9 capacity hour 7.33 0077.83 744.83


d) a!our

Mate/+uperisor #a) 3.07 01.35 64.70

Ma!oor #a) 8.33 055.35 53.6

JQ@LA\



Cost for 50 m K a@@c@!@e@f JQ@LA\


say #$%&U'(

Note

12.91


Unit = ?unning ete


a) Materia*s

c$ +teel helmet an! cushion loc) on top of pile hea!!urin !riin3

8iratin Pile !riin hammer complete ith poer unitan! accessories3

A!! 1 per cent of #a@@c$ for carriae of piles fromcastin yar! to or) site an! stac)in an! otherimpon!erales !urin installation3


1100 G1=00


Specification






1100 G

1=00Dri#en precast #ertica* M9 +rade R.C.C. i*es ec*udin+Reinforcement comp*ete as per Dra,in+ and G Tecnica*

Specification

8/17/2019 SOR-2014-15 (Folder-2).xls


248


Ref. toMoRT

Spec.

;CC Gra!e M%5 <uI 20.83 1041.33 072062.33


a$ C3:3 shoes for the pile ! 073.33 17.24 4360.7

$ M3+3 shoes %5 per pile of 15 m! 53.33 86.3 6481.76

! 13.33 10.07 611.62

c) Macinery

Crane 50 t capacity3 hour 7.33 0057.06 5317.56


d) a!our

Mate/+uperisor #a) 3.63 01.35 25.30

Ma!oor #a) 1.33 055.35 1.21

JQ@LA\



Cost for '0 m K a@@c@!@e@f JQ@LA\

Rate per metre %a&!&c&d&e&f)(-0 JQ@LA\

say #$%&U'(

Note

12.92

Si:e of pi*e ? 900 mm 900 mm

Unit = ?unning ete


a) Materia*s

;CC Gra!e M-%5

<uI 1.83 1041.33 6312.33


a$ C : shoes k! 683.33 17.24 02126.12

$ M3 + shoes k! 031.33 86.3 880.82

! 23.33 10.07 0128.48

c) Macinery

Crane 10 tonne capacity hour 7.33 765.8 2578.


d ) a!our

Mate/+uperisor #a) 3.06 01.35 66.60

Ma!oor #a) 2.33 055.35 120.60

JQ@LA\




Rate per metre %a&!&c&d&e&f)(80 JQ@LA\say #$%&U'(

Note






1100G1=00

Dri#en precast #ertica* M9 +rade R.C.C. i*es ec*udin+Reinforcement comp*ete as per Dra,in+ and G Tecnica*Specification

8/17/2019 SOR-2014-15 (Folder-2).xls


249


Ref. toMoRT

Spec.

12.99


Unit = ?unning ete


a) Materia*s

;CC Gra!e M-%5

<uI 06.13 1041.33 78425.13


a$ C : shoes k! 073.33 17.24 4360.7

$ M3 + shoes k! 53.33 86.3 6481.76

! 23.33 10.07 0128.48

c) Macinery

Crane 20 tonne capacity hour 7.33 51.07 8503.47


d ) a!our

Mate/+uperisor #a) 3.07 01.35 64.70

Ma!oor #a) 8.33 055.35 53.6

JQ@LA\





say #$%&U'(

Note

12.9-

Si:e of pi*e ? =0 mm =0 mm

Unit = ?unning ete


a) Materia*s

;CC Gra!e M-%5

<uI 66.13 1041.33 0075.13

! ) Materia*

Pile shoes

a$ C : shoes k! 073.33 17.24 4360.7

$ M3 + shoes k! 53.33 86.3 6481.76

! 23.33 10.07 0128.48

c) Macinery

Crane 20 tonne capacity hour 7.33 51.07 8503.47


d ) a!our

Mate/+uperisor #a) 3.0 01.35 22.20

Ma!oor #a) 8.13 055.35 547.6

JQ@LA\


1100G1=00




8iratin Pile !riin hammer complete ith poer unit

an! accessories3



1100

G1=00


;ate for concrete may e a!opte! same as for ottomplu i!e item no3 1%311# . $ #:8$

8/17/2019 SOR-2014-15 (Folder-2).xls


250


Ref. toMoRT

Spec.




say #$%&U'(

Note

12.9

Unit = ?unning ete


a) Materia*s

tonne& 7.38 87165.22 60361.34

!) Macinery

Crane 10 9 capacity hour 7.33 765.8 2578.


c) a!our

Mate/+uperisor #a) 3.06 01.35 66.60

Ma!oor #a) 2.33 055.35 120.60

JQ@LA\



Cost for 70 m K a@@c@!@e JQ@LA\

Rate per metre %a&!&c&d&e)(=0 JQ@LA\

say #$%&U'(

12.98

Unit = ?unning ete


a) Materia*s

tonne& 1.2 87165.22 650618.21

!) Macinery

Crane 10 9 capacity hour 7.33 765.8 2578.


c) a!our

Mate/+uperisor #a) 3.08 01.35 61.40

Ma!oor #a) 2.13 055.35 704.51

JQ@LA\



Cost for ,0 m K a@@c@!@e JQ@LA\

Rate per metre %a&!&c&d&e)(80 JQ@LA\

say #$%&U'(

12.9= 1100

Unit = 1 T

9he *uantity of concrete re*uire! to e remoe! aoe the!esine! top leel of concrete if any ill e proi!e! for in

the rate analysis31100F1<00

Dri#en Eertica* Stee* i*es comp*ete as per Dra,in+ and GTecnica* Specification

+ection of the pile - +ection steel column '00 " 250 mm#:+B +eries$

+tructural steel inclu!in 5 per cent astae 2320)/m

8iratin Pile !riin hammer complete ith poer unitan! other accessories3

A!! 035 per cent of #a@@c$ for proi!in steelhelmet on top of pile hea! !urin !riin stac)in ofpiles at site proi!in anti-corrosion treatment an! otherimpon!erales !urin installation3

1100G1<00





A!! 035 per cent of #a@@c$ for proi!in steelhelmet an! cushion loc) on top of pile hea! !urin!riin stac)in of piles at site proi!in anti-corrosietreatment an! other impon!erales !urin installation3

i*e oad Test on sin+*e Eertica* i*e in accordance ,itS@2<11%art?E)

8/17/2019 SOR-2014-15 (Folder-2).xls


8/17/2019 SOR-2014-15 (Folder-2).xls


253


Ref. toMoRTSpec.



say 5133.00

Note

12.9> C RCC 4rade M90

Unit = cum


% i) Usin+ Concrete Mier

a) Materia*

Cement tonne 7.03 154.85 21201.54

Coarse san! <uI 7.51 632.51 0251.28

20 mm Areate <uI .03 76.13 747.65

10 mm Areate <uI 1.83 711.73 2183.67

!) a!our

Mate #a) 3.43 01.35 077.17

Mason #a) 0.13 63.44 202.84

Ma!oor for concretin #a) 63.33 055.35 2180.83#a) 0.33 055.35 055.35

c) Macinery


Generator #capacity %% 8A$ hour 7.33 286.27 6318.07

604.76





say 521".00

B12.9>C %ii) Usin+ 6atcin+ *antF Transit Mier and Concrete ump

a) Materia*

Cement tonne 7.03 154.85 21201.54

Coarse san! <uI 7.51 632.51 0251.28

20 mm Areate <uI .03 76.13 747.65

10 mm Areate <uI 1.83 711.73 2183.67

!) a!our

Mate #a) 3.07 01.35 64.70

Mason #a) 3.2 63.44 54.86

Ma!oor for concretin#a) 6.13 055.35 886.7

#a) 0.33 055.35 055.35

c) Macinery


Generator 100 8A hour 3.51 074.33 0652.13



4ea! upto 1 m hour 6.33 18.11 0534.03

4ea! eyon! 1 m 4 - lea! in ilometer tonne.kI 25.1L 8.26 076.33


6073.41





9he alue of a an! c may e ta)en as applicale i3e3 eitherusin concrete mi"er or atchin plant3

Ma!oor for rea)in pile hea! en!in ars cleaninetc3

.ormor) ' per cent on cost of concrete i3e3 cost ofa$ Material $ 4aour an! c$ Machinery

8/17/2019 SOR-2014-15 (Folder-2).xls


254


Ref. toMoRTSpec.

say 5150.00

Note

12.9> D RCC 4rade M9

Unit = cum


%i ) Usin+ Concrete Mier

a) Materia*

Cement tonne 7.22 154.85 27785.25

Coarse san! <uI 7.51 632.51 0251.28

20 mm Areate <uI .03 76.13 747.65

10 mm Areate <uI 1.83 711.73 2183.67

!) a!our

Mate #a) 3.43 01.35 077.17

Mason #a) 0.13 63.44 202.84

Ma!oor #a) 63.33 055.35 2180.83

#a) 0.33 055.35 055.35

c) Macinery


Generator #capacity %% 8A$ hour 7.33 286.27 6318.07

6686.





say 5346.00

B12.9>D %ii) Usin+ 6atcin+ *antF Transit Mier and Concrete ump

a) Materia*

Cement tonne 7.22 154.85 27785.25

Coarse san! <uI 7.51 632.51 0251.28

20 mm Areate <uI .03 76.13 747.65

10 mm Areate <uI 1.83 711.73 2183.67

!) a!our

Mate #a) 3.07 01.35 64.70

Mason #a) 3.2 63.44 54.86

Ma!oor for concretin #a) 6.13 055.35 886.7

#a) 0.33 055.35 055.35

c) Macinery


Generator 125 8A hour 3.51 6235.33 0523.61



4ea! upto 1 m hour 6.33 18.11 0534.03



6626.84





say 5321.00


Ma!oor for rea)in pile hea! en!in ars cleanin

etc3



etc3

8/17/2019 SOR-2014-15 (Folder-2).xls


255


Ref. toMoRTSpec.

12.9< e#e**in+ Course for i*e cap

Unit = cum


a) Materia*

Cement tonne 8.02 154.85 62403.12

Coarse san! <uI 7.51 632.51 0251.28

'0 mm areate <uI .03 51.21 7086.75

20 mm Areate <uI 8.31 76.13 2842.02

10 mm Areate <uI 0.21 711.73 1.37

!) a!our

Mate #a) 3.7 01.35 014.07

Mason #a) 0.13 63.44 202.84

Ma!oor #a) 63.33 055.35 2180.83

c) Macinery


Generator %% 8A hour 7.33 286.27 6318.07





say 3"55.00

12.-0 1800

Unit = 1 T

Taking output = 1 T

a) Materia*

+( ars inclu!in5 per cent oerlaps an! astae tonne 0.31 87314.32 8270.4

Bin!in ire ! 7.33 76.16 251.08

Mate #a) 3.83 01.35 58.32

Blac)smith #a) 6.33 628.64 87.1

Ma!oor #a) 7.33 055.35 0376.86

c) "#eread car+es $ 0.2 on %a&!) 0611.18



say 6"220.00

12.-1 1800

Unit = 1 T

Taking output = 1 T

a) Materia*

M+ ars inclu!in 5 per cent oerlaps an! astae tonne 0.31 8743.74 10061.66

Bin!in ire ! 7.33 76.16 251.08

Mate #a) 3.82 01.35 54.1

Blac)smith #a) 6.61 628.64 165.01

Ma!oor #a) 7.13 055.35 0013.47

c) "#eread car+es $ 0.2 on %a&!) 02208.10



1100G1=00

ro#idin+ and *ayin+ of CC M1 *e#e**in+ course 100mmtic3 !e*o, te pi*e cap.

Supp*yin+F Aittin+ and *acin+ un?coated ISD !arReinforcement in Aoundation comp*ete as per Dra,in+

and Tecnica* Specifications.

!) a!our for cuttin+F !endin+F siftin+ to siteF tyin+and p*acin+ in position

Supp*yin+F fittin+ and p*acin+ un?coated Mi*d stee*reinforcement comp*ete in foundation as per dra,in+ andtecnica* specification

!) a!our for strai+tenin+F cuttin+F !endin+F siftin+to siteF tyin+ and p*acin+ in position

8/17/2019 SOR-2014-15 (Folder-2).xls


256


Ref. toMoRTSpec.

say 73230.00

8/17/2019 SOR-2014-15 (Folder-2).xls


257

A'%R*,+

&OUNDA'!ONS



"rdinary soi*

Unit = cum


7 Manua* Means

%i) Dept upto 9 m

a) a!our

Mate #a) 3.08 01.35 61.40 LB06

Ma!oor #a) 2.13 055.35 704.51 LB02

!) "#eread car+es $ 0.2 on %a) 070.80



Rate per cum ' %a&!&c)(10 .5

say 8".00

Note

12.1 %) 7 %ii) Dept 9 m to 8 m

a) a!our

Mate/+uperisor #a) 3.0 01.35 22.20 LB06

Ma!oor #a) 8.13 055.35 547.6 LB02

!) "#eread car+es $ 0.2 on %a) 635.12



Rate per cum ' %a&!&c)(10 008.08

say 114.00

Note

12.1 %) 7 %iii) Dept a!o#e 8 m

a) a!our


Ma!oor #a) 7.33 055.35 0376.86 LB02

!) "#eread car+es $ 0.2 on %a) 657.50



Rate per cum ' %a&!&c)(10 016.04

say 152.00

Note

12.1 %) 6 Mecanica* Means

%i) Dept upto 9 m

Unit = cum

Taking output = #40 cuma) a!our

Mate #a) 3.26 01.35 14.66 LB06

Ma!oor #a) .33 055.35 0807.17 LB02

!) Macinery

y!raulic e"caator 130 cum uc)et capacity hour 7.33 0107.26 4345.46 -MB367

Ref. toMoRT

Spec.

RearGsnut re;.

6arth or) in e"caation of foun!ation of structures as per!rain an! technical specification inclu!in settin outconstruction of shorin an! racin remoal of stumps an!

other !eleterious matter !ressin of si!es an! ottom an!ac)fillin ith approe! material3

13 Cost of !eaterin may e a!!e! here re*uire! upto 10percent of laour cost assessment for !eaterin shall ema!e as per site con!itions3

239he e"caate! earth can e use! partially for ac)fillin offoun!ation pit an! partly for roa! or) e"cept for marshy soil3ence cost of !isposal has not een a!!e! e"cept formarshy soil3 9his remar) is common to all cases of item 1231e"clu!in marshy soil3

%39he cost of shorin an! shutterin here nee!e! may ea!!e! 1 per cent on cost of e"caation for openfoun!ation3

Cost of !eaterin may e a!!e! here re*uire! upto 15 percent of laour cost3 Assessment for !eaterin shall e !oneas per actual roun! con!itions3

13 Cost of !eaterin may e a!!e! here re*uire! upto 20per cent of laour cost3 Assessment for !eaterin shall ema!e as per site con!itions33

8/17/2019 SOR-2014-15 (Folder-2).xls


258


Ref. toMoRT

Spec.

RearGsnut re;.

c) "#eread car+es $ 0.2 on %a&!) 6782.82


Cost for 2'0 cum K a@@c@! 0812.8

Rate per cum ' %a&!&c&d)(2-0 73.1

say 61.00

Note

12.1 %) 6 %ii) Dept 9 m to 8 m

Unit = cum


a) a!our

Mate #a) 3.26 01.35 14.66 LB06

Ma!oor #a) .33 055.35 0807.17 LB02

!) Macinery


c) "#eread car+es $ 0.2 on %a&!) 6782.82



Rate per cum ' %a&!&c&d)(210 74.62say 6".00

Note

12.1 %) 6 %iii) Dept a!o#e 8m

Unit = cum


a) a!our

Mate #a) 3.83 01.35 58.32 LB06

Ma!oor #a) 03.33 055.35 0553.53 LB02

!) Macinery


c) "#eread car+es $ 0.2 on %a&!) 6521.77


Cost for 10 cum K a@@c@! 01387.08

Rate per cum ' %a&!&c&d)(1>0 2.14

say 84.00

Note

12.1 "rdinary Roc3 %not requirin+ !*astin+)7 Manua* Means

%i) Dept upto 9 m

Unit = cum


a) a!our

Mate #a) 3.63 01.35 25.30 LB06

Ma!oor #a) 1.33 055.35 1.21 LB02

!) "#eread car+es $ 0.2 on %a) 623.14



Rate per cum ' %a&!&c)(10 067.2

say 127.00

Note

12.1%) 6 Mecanica* Means

Cost of !eaterin upto 5 per cent of #a@$ may e a!!e! here re*uire!3 Assessment for !eaterin shall e ma!e as

per site con!itions33

Cost of !eaterin upto 735 per cent of #a@$ may ea!!e! here re*uire!3 Assessment for !eaterin shall ema!e as per site con!itions33

13 Cost of !eaterin upto 10 per cent of #a@$ may ea!!e! here re*uire!3 Assessment for !eaterin shall ema!e as per site con!itions3

234aour proi!e! for e"caation y mechanical meansinclu!es that re*uire! for trimmin of ottom an! si!e slopes3


8/17/2019 SOR-2014-15 (Folder-2).xls


259


Ref. toMoRT

Spec.

RearGsnut re;.

Unit = cum


a) a!our

Mate #a) 3.68 01.35 88.86 LB06

Ma!oor #a) 7.33 055.35 0376.86 LB02

!) Macinery


c) "#eread car+es $ 0.2 on %a&!) 6110.04


Cost for 10 cum K a@@c@! 08320.18

Rate per cum ' %a&!&c&d)(1>0 55.41

say 78.00

Note

12.1 ard Roc3 % requirin+ !*astin+ )

7 Manua* Means

Unit = cum


a) a!our

Mate #a) 3.21 01.35 78.55 LB06

(riller #a) 3.13 637.44 032.13 LB37

Blaster #a) 3.61 64.20 56.22 LB32

Ma!oor #a) .33 055.35 0807.17 LB02

!) Macinery

Air Compressor 250 cfm ith 2 ac) hammer for !rillin3 hour 0.33 642.57 642.57 -MB330

c) Materia*Blastin Material k! 2.13 006.55 248.53 MB038

(etonator electric ea<h 08.33 08.65 044.52 MB348/033





say 350.00

Note

12.1 E ard Roc3 % !*astin+ proi!ited )

Unit = cum


7 Mecanica* Means

a) a!our

Mate #a) 3.63 01.35 25.30 LB06

Ma!oor #a) 1.33 055.35 1.21 LB02

!) Macinery

hour 7.33 642.57 0576.17 -MB330

c) "#eread car+es $ 0.2 on %a&!) 750.62



Rate per cum ' %a&!&c&d)(10 274.0

say 36".00

Note

13Cost of !eaterin upto 10 per cent of #a@$ may ea!!e! here re*uire! Assessment for !eaterin shall ema!e as per site con!itions3


Cost of !eaterin 10 percent of #a@$ may e a!!e! here re*uire!3 Assessment for !eaterin shall e ma!e asper site con!itions3

Air Compressor 250 cfm ith 2 lea!s of pneumaticrea)er

13 Cost of !eaterin upto10 per cent of #a@$ may ea!!e! here re*uire!3 Assessment for !eaterin shall ema!e as per site con!itions3

8/17/2019 SOR-2014-15 (Folder-2).xls


8/17/2019 SOR-2014-15 (Folder-2).xls


262


Ref. toMoRTSpec.

RearGsnut re;.

Mason #a) 8.33 628.64 425.07 LB00

Ma!oor #a) .33 055.35 0807.17 LB02

c) "#eread car+es $ 0.2 on %a&!) 8201.43




say 4747.00

%i) Rate for 6ric3 Hor3 in C. M. 1@2 in foundation 504".00

%ii) Rate for 6ric3 Hor3 in C. M. 1@9 in foundation 4747.00

%iii) Rate for 6ric3 Hor3 in C. M. 1@- in foundation 4542.00

%i#) Rate for 6ric3 Hor3 in C. M. 1@8 in foundation 4343.00

12.8 %7) Cement Mortar 1@9 %1 cement @ 9 sand)

Unit = 1 cum


a) Materia*s

Cement tonne 3.10 154.85 6416.72 MB30

+an! <uI 0.31 632.51 602.48 MB331

!) a!our

Mate #a) 3.38 01.35 5.83 LB06

Ma!oor #a) 3.43 055.35 014.27 LB02


%6) Cement Mortar1@2 %1cement @2 sand)

Unit = 1 cum


a) Materia*s

Cement tonne 3.756 154.85 243.12 MB30+an! <uI 3.422 632.51 043.05 MB331

!) a!our

Mate #a) 3.38 01.35 5.83 LB06

Ma!oor #a) 3.43 055.35 014.27 LB02


%C) Cement Mortar1@- %1cement @- sand)

Unit = 1 cum


a) Materia*s

Cement tonne 3.83 154.85 6201.54 MB30

+an! <uI 0.06 632.51 66.63 MB331

!) a!our

Mate #a) 3.38 01.35 5.83 LB06

Ma!oor #a) 3.43 055.35 014.27 LB02


%D) Cement Mortar1@8 %1cement @8 sand)

Unit = 1 cum


a) Materia*sCement tonne 3.6 154.85 0775.25 MB30

+an! <uI 0.225 632.51 656.81 MB331

!) a!our

Mate #a) 3.38 01.35 5.83 LB06

Ma!oor #a) 3.43 055.35 014.27 LB02

Su!?ana*ysis

Su!?ana*ysis%7dd*.)

Su!?ana*ysis%7dd*.)

Su!?ana*ysis%7dd*.)

8/17/2019 SOR-2014-15 (Folder-2).xls


263


Ref. toMoRTSpec.

RearGsnut re;.


12.= 1-00

Unit = cum


1-0.- %7) Square Ru!!*e Coursed Ru!!*e Masonry %first sort)a) Materia*

+tone <uI 1.13 273.68 040.26 MB074

9hrouh an! on! stone ea<h 21.33 7.37 600.45 MB06

#%5no3"032'm"032'm"03%m K 037 cu3m$


!) a!our

Mate #a) 3.77 01.35 066.01 LB06

Mason #a) 5.13 628.64 0515.0 LB00

Ma!oor #a) 4.33 055.35 0142.72 LB02

c) "#eread car+es $ 0.2 on %a&!) 6777.88




say 2"33.00

1-0.9 %6) Random Ru!!*e Masonry


Unit = cum


a) Materia*

+tone <uI 1.13 214.56 045.81 MB08

9hrouh an! on! stone ea<h 21.33 7.37 600.45 MB06

#%5nos3"032'm"032'm"03%m K 037 cu3m$


!) a!our

Mate #a) 3.76 01.35 008.58 LB06

Mason #a) 7.33 628.64 0831.58 LB00

Ma!oor #a) 4.33 055.35 0142.72 LB02

c) "#eread car+es $ 0.2 on %a&!) 6705.75




say 287".00

Note

12.>

7 CC 4rade M1

Unit = cum


a) Materia*

Cement tonne 8.02 154.85 62403.12 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

'0 mm Areate <uI .03 51.21 7086.75 MB311

20 mm Areate <uI 8.31 76.13 2842.02 MB312

10 mm Areate <uI 0.21 711.73 1.37 MB310

!) a!our

Mate #a) 3.7 01.35 014.07 LB06

Stone Masonry Hor3 in Cement Mortar 1@9 in Aoundationcomp*ete as per Dra,in+ and Tecnica* Specifications.

CteI 06.7:@=

CteI 06.7:@=

9he laour alrea!y consi!ere! in cement mortar has eenta)en into account hile proposin laour for masonry or)s3

100F1=00 G2100

*ain(Reinforced Cement Concrete in "pen Aoundationcomp*ete as per Dra,in+ and Tecnica* Specifications.

8/17/2019 SOR-2014-15 (Folder-2).xls


264


Ref. toMoRTSpec.

RearGsnut re;.

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery

Concrete mi"er #cap3 03'0/032 cum$ hour 7.33 600.7 0653.3 -MB334

Generator ,% 8A hour 7.33 270.3 6053.3 -MB304

2887.00

0520.4





say 4128.00

Note

12.> 6 CC 4rade M20

Unit : cum


a) Materia*

Cement tonne 1.07 154.85 6452.7 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

'0 mm Areate <uI 1.83 51.21 8341.00 MB311

20 mm Areate <uI 1.83 76.13 8715.10 MB312

10 mm Areate <uI 6.53 711.73 0553.02 MB310

!) a!our

Mate #a) 3.7 01.35 014.07 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery


Generator %% 8A hour 7.33 286.27 6318.07 -MB354

3277.00

0471.46





say 4685.00

12.> C RCC 4rade M20


Unit = cum


a) Materia*

Cement tonne 1.60 154.85 23072.07 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.7 01.35 014.07 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery



Iee!le 8irator is an item of minor 9 & P hich is alrea!yinclu!e! in oerhea! chares3 ence not a!!e! in rateanalysis of cement concrete or)s3

8/17/2019 SOR-2014-15 (Folder-2).xls


265


Ref. toMoRTSpec.

RearGsnut re;.



32"7.00

0455.71





say 4713.00

12.> C Case Hit 6atcin+ *antF Transit Mier and Concrete ump

Unit : cum


a) Materia*

Cement tonne 80.77 154.85 68004.85 MB30

Coarse +an! <uI 18.33 632.51 00336.58 MB338

20 mm Areate <uI 78.3 76.13 1143.02 MB312

10 mm Areate <uI 82.63 711.73 6266.31 MB310

!) a!our

Mate #a) 3.8 01.35 011.87 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery

Batchin Plant 20 cum/hour hour 7.33 68.33 0846.33 -MB336

Generator 100 8A hour 7.33 074.33 030.33 -MB33

4oa!er 1 cum capacity hour 7.33 00.33 506.33 -MB305

9ransit Mi"er ' cum capacity for lea! upto 1 )m3 hour 01.33 18.11 060.61 -MB384

4ea! eyon! 1 )m 4-lea! in )m tonne.kI 233L 8.26 0647.33

Concrete Pump hour 7 628.27 0837.07 -MB335

3236.00

0116.1





say 4626.00

12.> D CC 4rade M2Case Usin+ Concrete Mier

Unit = cum


a) Materia*

Cement tonne 1.44 154.85 2875.41 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

'0 mm Areate <uI 1.83 51.21 8341.00 MB311

20 mm Areate <uI 1.83 76.13 8715.10 MB312

10 mm Areate <uI 6.53 711.73 0553.02 MB310

!) a!our

Mate #a) 3.7 01.35 014.07 LB06Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery




d) Aorm,or3 ' per cent on #a@@c$

-MB313Lea#( 0

8/17/2019 SOR-2014-15 (Folder-2).xls


266


Ref. toMoRTSpec.

RearGsnut re;.

35"7.00

6362.61





say 5131.00

12.> D Case Hit 6atcin+ *antF Transit Mier and Concrete ump

Unit : cum


a) Materia*

Cement tonne 85.41 154.85 655731.67 MB30

Coarse san! <uI 18.33 632.51 00336.58 MB338

'0 mm Areate <uI 82.63 51.21 26573.4 MB311

20 mm Areate <uI 82.63 76.13 25673.34 MB312

10 mm Areate <uI 60.73 711.73 08070.36 MB310!) a!our

Mate #a) 3.8 01.35 011.87 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery





tonne.kI 233L 8.26 0647.33

Concrete Pump hour 7 628.27 0837.07 -MB335

353".00

01466.13



cost of 120 cum K a@@c@!@e@f 73150.88


say 5048.00

12.> / RCC 4rade M2


Unit = cum


a) Materia*

Cement tonne 7.31 154.85 21367.26 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.7 01.35 014.07 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery



3621.00


d) Aorm,or3 %375 per cent of #a@@c$

9ransit Mi"er ' cum capacity lea! eyon! 1 m 4 - lea!

in ilometer

-MB313Lea#( 0

kI

8/17/2019 SOR-2014-15 (Folder-2).xls


267


Ref. toMoRTSpec.

RearGsnut re;.

6327.86





say 5165.00

12.> / Case Hit 6atcin+ *antF Transit Mier and Concrete ump

Unit: cum


a) Materia*

Cement tonne 8.2 154.85 63348.58 MB30

Coarse san! <uI 18.33 632.51 00336.58 MB338

20 mm Areate <uI 78.3 76.13 1143.02 MB312

10 mm Areate <uI 82.63 711.73 6266.31 MB310

!) a!our

Mate #a) 3.8 01.35 011.87 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery



4oa!er 1 cum capacity 1 cum hour 7.33 00.33 506.33 -MB305


tonne.kI 233L 8.26 0647.33

Concrete Pump hour 7.33 628.27 0837.07 -MB335

3560.00

07307.44



cost of 120 cum K a@@c@!@e@f 734206.


say 5078.00

12.> A CC 4rade M90


Unit = cum


a) Materia*

Cement tonne 7.3 154.85 21633.33 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

'0 mm Areate <uI 1.83 51.21 8341.00 MB311

20 mm Areate <uI 1.83 76.13 8715.10 MB312

10 mm Areate <uI 6.53 711.73 0553.02 MB310

!) a!our

Mate #a) 3.7 01.35 014.07 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery



3632.00

0437.73

d) Aorm,or3 %375 per cent of a@@c3


-MB313Lea#( 0

kI


%a2/2c&d) Aorm,or3 %375 per cent on cost of concrete i3e3cost of material laour an! machinery

8/17/2019 SOR-2014-15 (Folder-2).xls


268


Ref. toMoRTSpec.

RearGsnut re;.





say 5168.00

12.> A Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump

Unit : cum


a) Materia*

Cement tonne 8.73 154.85 6027.86 MB30

Coarse san! <uI 18.33 632.51 00336.58 MB338

'0 mm Areate <uI 82.63 51.21 26573.4 MB311

20 mm Areate <uI 82.63 76.13 25673.34 MB312

10 mm Areate <uI 60.73 711.73 08070.36 MB310

!) a!our

Mate #a) 3.8 01.35 011.87 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery





tonne.kI 233L 8.26 0647.33


3570.00

08446.50



cost of 120 cum K a@@c@!@e@f 734708.26


say 5080.00



Unit = cum


a) Materia*

Cement tonne 7.03 154.85 21201.54 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.7 01.35 014.07 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery



3640.00

0403.54



-MB313Lea#( 0

kI


%a2/2c&d) Aorm,or3 %350 per cent of cost of concrete i3e3 costof material laour an! machinery


d) Aorm,or3 %35 per cent on cost of concrete i3e3 costof material laour an! machinery

8/17/2019 SOR-2014-15 (Folder-2).xls


269


Ref. toMoRTSpec.

RearGsnut re;.


cost of 15 cum K a@@c@!@e@f 55742.42


say 5180.00

12.> 4 Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump

Unit = cum


a) Materia*

Cement tonne 8.3 154.85 66167.26 MB30

Coarse san! <uI 18.33 632.51 00336.58 MB338

20 mm Areate <uI 78.3 76.13 1143.02 MB312

10 mm Areate <uI 82.63 711.73 6266.31 MB310

!) a!our

Mate #a) 3.8 01.35 011.87 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery





tonne.kI 233L 8.26 0647.33


3580.00

01328.64



cost of 120 cum K a@@c@!@e@f 700231.03


say 50"4.00

12.> RCC 4rade M9


Unit = cum


a) Materia*

Cement tonne 7.22 154.85 27785.25 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.7 01.35 014.07 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery



372".00

0755.57



cost of 15 cum K a@@c@!@e@f 54638.88



-MB313Lea#( 0

kI




d) Aorm,or3 % per cent on a@@c

8/17/2019 SOR-2014-15 (Folder-2).xls


270


Ref. to

MoRTSpec.

RearGsnut re;.

say 5280.00

12.> Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump

Unit cum


a) Materia*

Cement tonne 13.78 154.85 64205.41 MB30

Coarse san! <uI 18.33 632.51 00336.58 MB338

20 mm Areate <uI 78.3 76.13 1143.02 MB312

10 mm Areate <uI 82.63 711.73 6266.31 MB310

!) a!our

Mate #a) 3.8 01.35 011.87 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery



4oa!er1 cum capacity hour 7.33 00.33 506.33 -MB3059ransit Mi"er ' cum capacity for lea! upto 1 )m3 hour 01.33 18.11 060.61 -MB384

tonne.kI 233L 8.26 0647.33


366".00

02637.06



cost of 120 cum K a@@c@!@e@f 76282.56

Rate per cum ' %a&!&c&d&e&f)(120 1041.26say 51"5.00

Note@

H/ A"UND7T"N

12.< 1200

7

Unit = 1 9oTaking output = 1 9o.

a) Materia*

6arth #compacte!$ <uI 610.63 61.0 7231.06 MB346

+an! as ea<h 513.33 0.52 064.15 MB014

!) a!our

Mate #a) 3.83 01.35 58.32 LB06

Ma!oor for fillin san! as stitchin an! placin #a) 01.33 055.35 6717.31 LB02

c) Macinery

Crane ith ra 1 cum capacity hour 63.33 58.76 01746.83 -MB306

Consumales 235 per cent of #c$ aoe 246.20



Rate per No. %a&!&c&d&e) 27261.80

say 36325.00

Note


-MB313Lea#( 0

kI


d) Aorm,or3 % per cent on cost of concrete i3e3 cost ofmaterial laour an! machinery



ro#idin+ and Constructin+ Temporary s*and 18 mdiameter for Construction of He** Aoundation for >m dia.

He**.

7ssumin+ dept of ,ater 1.0 m and ei+t of is*and to !e1.2 m inc*udin+ Roya*ity for eart $ Rs. 9=8>.00 for

eac s*and.

:t is assume! that earth ill e aailale ithin the or)inspace of crane ith ra uc)et3

8/17/2019 SOR-2014-15 (Folder-2).xls


271


Ref. toMoRT

Spec.

RearGsnut re;.

12.< 6

Unit = 19o

Taking output = 1 9o

a) Materia*

6arth #compacte!$ <uI 438.26 61.03 6674.82 MB346+an! as ea<h 7333.33 0.52 032.15 MB014

<oo!en allies H (ia an! m lon ea<h 41.33 84.62 8757.6 MB048

<oo!en allies 2H (ia for racin Ietre 043.33 05.0 222.62 MB042

!) a!our

Mate #a) 1.73 01.35 0327.24 LB06

Ma!oor for pilin H !ia allies for pilin H !ia allies #a) 0.33 055.35 205.67 LB02

Ma!oor for racin ith 2H !ia allies #a) 06.33 055.35 6068.8 LB02


c) Macinery

Crane ith ra 1 cum capacity hour 13.33 58.76 24620.33 -MB306

6711.00



Rate per No. %a&!&c&d&e) 08470.76

say 14"682.00

Note

12.< C

Unit = 1 mete


a) Materia*

6arth <uI 813.33 61.03 00641.33 MB346

+an! as ea<h 233.33 0.52 104.82 MB014

!) a!our

Mate #a) 3.68 01.35 88.86 LB06


c) Macinery

.ront en! 4oa!er 1 cum capacity hour 65.33 00.33 26357.33 -MB3059ipper 535 cum capacity hour 6.33 52.33 68888.33 -MB38



Cost for %0 m #a@@c@!@e$ 4180.58

Rate per m %a&!&c&d&e)(90 206.56

say 3183.00

12.10

Unit = 1 T

Taking output = 1 T a) Materia*

tonne 0.31 87165.22 812.53 MB054

Iuts & olts ! 63.33 81.86 43.82 MB023

7ssumin+ dept of ,ater -.0 m and ei+t of is*and -. minc*udin+ Roya*ity for eart $ Rs. 198.00 for eac

s*and.

Consumales an! other arranements for pilin allies 235per cent of #a@@c$3

.or other ell !iameters rate can e or)e! out on the asisof cross-sectional area of ell3 9he !iameter of the islan!shall e in the conformity ith clause 120%32 of Mo;9specifications3

ro#idin+ and constructin+ one span ser#ice road toreac is*and *ocation from one pier *ocation to anoter

pier *ocation inc*udin+ Roya*ity for eart $ Rs. 22.00 perm for ser#ice Road.

Assumin span lenth %0 m i!th of serice roa! 10m an!!epth of ater 1m

1200 G1<00

ro#idin+ and ayin+ Cuttin+ /d+e of Mi*d Stee* ,ei+in+-0 3+ per metre for He** Aoundation comp*ete as perDra,in+ and Tecnica* Specification.

+tructural steel in plates anles etc inclu!in 5 percent astae

8/17/2019 SOR-2014-15 (Folder-2).xls


272


Ref. toMoRT

Spec.

RearGsnut re;.

!) a!our

Mate #a) 0.26 01.35 688.64 LB06

.itter #a) 1.13 62.64 0203.73 LB3

Blac)smith #a) 1.13 628.64 06.73 LB36

<el!er #a) 1.13 628.64 06.73 LB36

Ma!oor #a) 07.13 055.35 6460.77 LB02

8457.60

c) "#eread car+es $ 0.2 on %a&!) 0188.36



say 84"64.00

12.11

Unit = 1 cum

Taking output = 1 cum7 He** cur!

%i) RCC M20 4rade


2645.33

714.83




say 5440.00

12.11 7 %i) Case Hit 6atcin+ *antF Transit Mier and Concrete ump

2628.33

787.3




say 5336.00

12.11 7 %ii) RCC M2 4rade


2760.33

568.63




say 5"75.00


2173.33

506.33




%for cuttin+F !endin+F ma3in+ o*esF Joinin+F ,e*din+ anderectin+ in position)

6lectro!es cuttin as an! other consumales 10 per centof cost of #a$ aoe

1200F100 G1=00

*ain(Reinforced Cement ConcreteF in He** Aoundationcomp*ete as per Dra,in+ and Tecnica* Specification.

+ame as for 123 #C$ e"cept for formor) hich shall e 20per cent of the cost of concrete instea! of ' per cent3

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.:?=




+ame as for 123 #6$ e"cept for formor) hich shall e 20per cent of the cost of concrete instea! of %375 per cent3

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.:A=


12.11 7%ii)


d) form,or3 20 per cent of the cost of concrete GC9 u&e#%teI

8/17/2019 SOR-2014-15 (Folder-2).xls


273


Ref. toMoRT

Spec.

RearGsnut re;.

say 5874.00



2564.33

581.3




say 6153.00


214.33

550.3




say 6367.00

Note.

12.11 6 He** steinin+

%) CC M1 4rade


65.33

6.53




say 4367.00

12.11 6 %ii) CC M20 4rade


2655.33

265.53e) "#eread car+es $ 0.2 on %a&!&c&d) 430.0



say 4"56.00



2645.33

264.53




say 4"87.00

+ame as for 123 #$ e"cept for formor) hich shall e 20per cent of the cost of concrete instea! of %30 per cent3

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.

:H= ?a&e Cd) form,or3 20 per cent of the cost of concrete

12.11 7%iii)

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.:H=


:f cur concrete is carrie! out ithin steel liner cost offormor) shall e e"clu!e!3

+ame as for 123 #A$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of ' per cent3

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.:@=


+ame as for 123 #B$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of ' per cent3

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.:= -??


+ame as for 123 #C$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of ' per cent3



8/17/2019 SOR-2014-15 (Folder-2).xls


274


Ref. toMoRT

Spec.

RearGsnut re;.


2628.33

262.83




say 48"1.00

12.11 6 %i#) CC M2 4rade


2145.33

214.53



Rate perm %a&!&c&d&e&f)1883.87

say 5440.00


212.33

212.3




say 5351.00

B12.11 6 %#) RCC M2 4rade


2760.33

276.03




say 5477.00


2173.33

217.33




say 5385.00

B12.11 6 %#i) CC M90 4rade


2726.33

272.63




12.11 6%iii)



+ame as for 123 #($ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of ' per cent3

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.:G=


12.11 6%i#)

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.:G=


+ame as for 123 #6$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of %35 per cent3



12.11 6%#)

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.

:A=


+ame as for 123 #.$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of %35 per cent3

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.:=


8/17/2019 SOR-2014-15 (Folder-2).xls


275


Ref. toMoRT

Spec.

RearGsnut re;.

say 54"3.00


2174.33

217.43




say 53"8.00

B12.11 6 %#ii) RCC M90 4rade


2783.33

278.33


f) ContractorBs profit $ 0.1 on %a&!&c&d&e)133.13


say 5506.00


213.33

21.33




say 5415.00

B12.11 6 %#iii) RCC M9 4rade


2564.33

256.43




say 5640.00


214.33

21.43




say 5837.00

B12.11 6 %i) RCC M-0 4rade


Unit = cum


Cement tonne 10.73 154.85 64527.8 MB30

Coarse +an! <uI 18.33 632.51 00336.58 MB338

20 mm Areate <uI 78.3 76.13 1143.02 MB312

12.11 6%#i)

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.:=


+ame as for 123 #G$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of %35 per cent3

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.:D=


12.11 6%#ii)

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.:D=


+ame as for 123 #$ e"cept for formor) hich shall e 10 per cent of the cost of concrete instea! of % per cent3

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.:H= ?a&e C


12.11 6%#iii)

Per Cum Basic Cost of 4aour Material & Machinery #a@@c$ CteI 06.:H=

8/17/2019 SOR-2014-15 (Folder-2).xls


276


Ref. toMoRTSpec.

RearGsnut re;.

10 mm Areate <uI 82.63 711.73 6266.31 MB310

A!mi"ture k! 637.33 006.55 62623.8 MB03

!) a!our

Mate #a) 3.8 01.35 011.87 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery

Batchin Plant hour 7.33 68.33 0846.33 -MB336




9ransit Mi"er ' cum capacity for lea! eyon! 1 )m3 tonne.kI 233xL 8.26 0647.33


3"0".00

8744.67



cost of 120 cum K a@@c@!@e@f 534210.23


say 5"11.00

12.11 C C 6ottom *u+


%i) CC 4rade M20


Unit = cumTaking output = 15 cum

a) Materia*

Cement tonne 1.11 154.85 26020.1 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

'0 mm Areate <uI 1.83 51.21 8341.00 MB311

20 mm Areate <uI 1.83 76.13 8715.10 MB312

10 mm Areate <uI 6.53 711.73 0553.02 MB310

A!mi"ture ! 0.73 006.55 6345.18 MB03

!) a!our

Mate #a) 3.43 01.35 077.17 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery



4iht Crane % tonnes capacity for han!lin tremie pipe hour 7.33 121.33 2603.33 -MB302

3782.00

6134.22


e) ContractorBs profit $ 0.1 on %a&!&c&d) 5832.55cost of 15 cum K a@@c@!@e 0880.13

Rate per cum ' %a&!&c&d&e)(1 1864.82

say 542".00

Case

Lea#( 0 ,-MB313


d) Aorm,or3 10 per cent on cost of concrete i3e3 costof material laour an! machinery

IoteE 10F e"tra cement to e a!!e! here un!er aterconcretin is inole!



12.11 C%i)

8/17/2019 SOR-2014-15 (Folder-2).xls


277


Ref. toMoRTSpec.

RearGsnut re;.

Unit cum


a) Materia*

Cement tonne 88.83 154.85 615316.72 MB30

Coarse san! <uI 18.33 632.51 00336.58 MB338

20 mm Areate<uI 78.3 76.13 1143.02 MB312

10 mm Areate <uI 82.63 711.73 6266.31 MB310

A!mi"ture ! 08.3 006.55 0753.22 MB03

!) a!our

Mate #a) 3. 01.35 076.7 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery




9ransit Mi"er ' cum capacity for lea! upto 1 )m3hour 01.33 18.11 060.61 -MB384

tonne.kI 233L 8.26 0647.33


3508.00

0711.38



cost of 120 cum K a@@c@!@e 738283.81

Rate per cum ' %a&!&c&d&e)(120 1327.05say 5036.00

B12.11 C %ii) CC 4rade M2


Unit = cum


a) Materia*

Cement tonne 1.44 154.85 2875.41 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

'0 mm Areate <uI 1.83 51.21 8341.00 MB311

20 mm Areate <uI 1.83 76.13 8715.10 MB312

10 mm Areate <uI 6.53 711.73 0553.02 MB310A!mi"ture ! 60.73 006.55 6821.1 MB03

!) a!our

Mate #a) 3.43 01.35 077.17 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery



4iht Crane of % tonnes capacity for han!lin tremie pipe hour 7.33 121.33 2603.33 -MB302

3"74.00

6712.70




-MB313Lea#( 0

kI

8/17/2019 SOR-2014-15 (Folder-2).xls


278


Ref. toMoRTSpec.

RearGsnut re;.

cost of 15 cum K a@@c@!@e 1735.53


say 5707.00

Case

Unit = cum


a) Materia*

Cement tonne 85. 154.85 655633.33 MB30

Coarse san! <uI 18.33 632.51 00336.58 MB338

20 mm Areate <uI 78.3 76.13 1143.02 MB312

10 mm Areate <uI 82.63 711.73 6266.31 MB310

A!mi"ture ! 056.3 006.55 0487.8 MB03

!) a!our

Mate #a) 3. 01.35 076.7 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery





tonne.kI 233L 8.26 0647.33


36"8.00

04545.58



cost of 120 cum K a@@c@!@e 725221.52

Rate per cum ' %a&!&c&d&e)(120 1200.02

say 5311.00

B12.11 C %iii) CC 4rade M90


Unit = 1 cum


a) Materia*Cement tonne 7.3 154.85 21633.33 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

'0 mm Areate <uI 1.83 51.21 8341.00 MB311

20 mm Areate <uI 1.83 76.13 8715.10 MB312

10 mm Areate <uI 6.53 711.73 0553.02 MB310

A!mi"ture ! 60.73 006.55 6821.1 MB03

!) a!our

Mate #a) 3.43 01.35 077.17 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) MacineryConcrete mi"er #cap3 03'0/032 cum$ hour 7.33 600.7 0653.3 -MB334



400".00

12.11 C%ii)



-MB313Lea#( 0

kI


A!! 5 per cent of cost of material an! laour toar!s cost of

formin sump protectie un!s chisellin an! ma)inarranements for un!er ater concretin ith tremie pipe3

8/17/2019 SOR-2014-15 (Folder-2).xls


279


Ref. toMoRTSpec.

RearGsnut re;.

6754.75



cost of 15 cum K a@@c@!@e 7214.45

Rate per cum ' %a&!&c&d&e)(1 1515.22

say 5757.00

Case

Unit = cum


a) Materia*

Cement tonne 8.78 154.85 60733.33 MB30

Coarse san! <uI 18.33 632.51 00336.58 MB338

20 mm Areate <uI 78.3 76.13 1143.02 MB312

10 mm Areate <uI 82.63 711.73 6266.31 MB310

A!mi"ture ! 056.3 006.55 0487.8 MB03!) a!our

Mate #a) 3. 01.35 076.7 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery





tonne.kI 233L 8.26 0647.33


3735.00

63305.58



cost of 120 cum K a@@c@!@e 7827.62

Rate per cum ' %a&!&c&d&e)(120 1278.35

say 5364.00

B12.11 C %i#) CC 4rade M9


Unit = 1 cum


a) Materia*

Cement tonne 7.64 154.85 27801.54 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

'0 mm Areate <uI 1.83 51.21 8341.00 MB311

20 mm Areate <uI 1.83 76.13 8715.10 MB312

10 mm Areate <uI 6.53 711.73 0553.02 MB310

A!mi"ture ! 60.73 006.55 6821.1 MB03

!) a!our

Mate #a) 3.43 01.35 077.17 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery



12.11 C%iii)


9ransit Mi"er ' cum capacity lea! eyon! 1 m 4 -

lea! in ilometer

-MB313Lea#( 0

kI

8/17/2019 SOR-2014-15 (Folder-2).xls


280


Ref. toMoRTSpec.

RearGsnut re;.



40"0.00

6583.87



cost of 15 cum K a@@c@!@e 001.65


say 5874.00

Case

Unit = cum


a) Materia*

Cementtonne 13.6 154.85 640348.58 MB30

Coarse san! <uI 18.33 632.51 00336.58 MB338

20 mm Areate <uI 78.3 76.13 1143.02 MB312

10 mm Areate <uI 82.63 711.73 6266.31 MB310

A!mi"ture ! 056.3 006.55 0487.8 MB03

!) a!our

Mate #a) 3. 01.35 076.7 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery





tonne.kI 233L 8.26 0647.33


3814.00

63846.85



cost of 120 cum K a@@c@!@e 715247.61

Rate per cum ' %a&!&c&d&e)(120 185.23

say 5478.00

12.11 D ntermediate p*u+

%i) 4rade M20 CC


256.33




say 5200.00

Case


A!! 5 per cent of cost of material an! laour toar!s cost offormin sump protectie un!s chisellin an! ma)in

arranements for un!er ater concretin ith tremie pipe3

12.11 C%i#)



-MB313Lea#( 0

kI





12.11 D%i)

8/17/2019 SOR-2014-15 (Folder-2).xls


281


Ref. toMoRT

Spec.

RearGsnut re;.

213.33




say 4824.00

B12.11 D %ii) 4rade M2 CC


2458.33




say 5464.00

Case

274.33




say 5085.00

B12.11 D %iii) 4rade M90 CC


8334.33




say 5512.00

Case

2521.33




say 5136.00

12.11 / Top p*u+

%i) 4rade M1 CC

+ame as :tem 123#a$ e"clu!in formor)


65.33




say 3"70.00

+ame as :tem 123#$ e"clu!in formor)


2655.33







12.11 D%ii)





12.11 D%iii)





8/17/2019 SOR-2014-15 (Folder-2).xls


282


Ref. toMoRT

Spec.

RearGsnut re;.

say 4506.00

+ame as :tem 123 #!$ e"clu!in formor)


2145.33




say 4"46.00

Case

212.33




say 4865.00

B12.11 / %i#) 4rade M90 CC

+ame as :tem 123#f$ e"clu!in formor)Case Usin+ Concrete Mier

2726.33




say 4""4.00

Case

2174.33




say 4"07.00

12.11 A He** cap

%i) RCC 4rade M20


Unit = cum


a) Materia*

Cement tonne 1.06 154.85 64786.00 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.7 01.35 014.07 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery



0417.0



cost of 15 cum K a@@c@!@e 74411.4

Rate per cum ' %a&!&c&d&e)(1 8772.52

say 4664.00


12.11 /%iii)




12.11 /%i#)



.orm <or) ' per cent of a@@c

8/17/2019 SOR-2014-15 (Folder-2).xls


283


Ref. toMoRTSpec.

RearGsnut re;.

12.11 A %i) Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump

Unit = cum


a) Materia*

Cement tonne 83.46 154.85 627431.67 MB30

Coarse san! <uI 18.33 632.51 00336.58 MB338

20 mm Areate <uI 78.3 76.13 1143.02 MB312

10 mm Areate <uI 82.63 711.73 6266.31 MB310

!) a!our

Mate #a) 3.8 01.35 011.87 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery



4oa!er #capacity 1 cum$ hour 7.33 00.33 506.33 -MB305





.ormor) ' per cent of #a@@c$ 01215.60



cost of 120 cum K a@@c@!@e 184363.01

Rate per cum ' %a&!&c&d&e)(120 8151.05

say 4575.00

12.11 A %ii) RCC 4rade M2


Unit = cum


a) Materia*

Cement tonne 7.31 154.85 21367.26 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.7 01.35 014.07 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery



.orm <or) %375 per cent of a@@c 6327.86



cost of 15 cum K a@@c@!@e 5587.78


say 5165.00


Unit = cum


a) Materia*

Cement tonne 8.83 154.85 63603.12 MB30

Coarse san! <uI 18.33 632.51 00336.58 MB338

-MB313Lea#( 0

12.11 A%ii)

8/17/2019 SOR-2014-15 (Folder-2).xls


284


Ref. toMoRTSpec.

RearGsnut re;.

20 mm Areate <uI 78.3 76.13 1143.02 MB312

10 mm Areate <uI 82.63 711.73 6266.31 MB310

!) a!our

Mate #a) 3.8 01.35 011.87 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02c) Macinery








.ormor) %375 per cent of # a@@c$ 07360.22



cost of 120 cum K a@@c@!@e 73485.37

Rate per cum ' %a&!&c&d&e)(120 135.4

say 507".00

12.11 A %iii) RCC 4rade M90


Unit = cum


a) Materia*

Cement tonne 7.03 154.85 21201.54 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.7 01.35 014.07 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery




d) "#eread car+es $ 0.2 on %a&!&c)08067.05


cost of 15 cum K a@@c@!@e 55742.42

Rate per cum ' %a&!&c&d&e)(1 1054.73

say 5180.00


Unit = cum


a) Materia*

Cement tonne 8.54 154.85 6687.86 MB30

Coarse san! <uI 18.33 632.51 00336.58 MB338

20 mm Areate <uI 78.3 76.13 1143.02 MB312

10 mm Areate <uI 82.63 711.73 6266.31 MB310

!) a!our

Mate #a) 3.8 01.35 011.87 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

-MB313Lea#( 0

12.11 A%iii)

8/17/2019 SOR-2014-15 (Folder-2).xls


285


Ref. toMoRTSpec.

RearGsnut re;.

c) Macinery





9ransit Mi"er ' cum capacity for lea! upto 1 )m3hour 01.33 18.11 060.61 -MB384






cost of 120 cum K a@@c@!@e 700666.53

Rate per cum ' %a&!&c&d&e)(120 1342.16

say 50"4.00

12.11 A %i#) RCC 4rade M9


Unit = cum


a) Materia*

Cement tonne 7.22 154.85 27785.25 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.7 01.35 014.07 LB06

Mason #a) 0.13 628.64 210.88 LB00

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery






cost of 15 cum K a@@c@!@e 54638.88


say 5280.00


Unit = cum


a) Materia*

Cement tonne 13.78 154.85 64205.41 MB30

Coarse san! <uI 18.33 632.51 00336.58 MB338

20 mm Areate <uI 78.3 76.13 1143.02 MB312

10 mm Areate <uI 82.63 711.73 6266.31 MB310

!) a!our

Mate #a) 3.8 01.35 011.87 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery






-MB313Lea#( 0

12.11 A%i#)

8/17/2019 SOR-2014-15 (Folder-2).xls


286


Ref. toMoRTSpec.

RearGsnut re;.






cost of 120 cum K a@@c@!@e 76282.56

Rate per cum ' %a&!&c&d&e)(120 1041.26

say 51"5.00

Note

B12.11 A %#) RCC M-0 4rade


Unit = cum



Coarse +an! <uI 18.33 632.51 00336.58 MB338

20 mm Areate <uI 78.3 76.13 1143.02 MB312

10 mm Areate <uI 82.63 711.73 6266.31 MB310

A!mi"ture k! 637.33 006.55 62623.8 MB03

!) a!our

Mate #a) 3.8 01.35 011.87 LB06

Mason #a) 2.33 628.64 536.5 LB00

Ma!oor #a) 0.33 055.35 205.67 LB02

c) Macinery

Batchin Planthour 7.33 68.33 0846.33 -MB336




9ransit Mi"er ' cum capacity for lea! eyon! 1 )m3 tonne.kI 233.L 8.26 0647.33


08052.44



cost of 120 cum K a@@c@!@e 774023.25

Rate per cum ' %a&!&c&d&e)(120 1157.34

say 5576.00

12.12

Unit = ?unning ete.

Taking output = 1 m


7 Sandy Soi*

%i) Dept !e*o, !ed *e#e* upto 9.0 M;ate of sin)in K 0350 m per hour3

a) a!our

Mate #a) 3.06 01.35 66.60 LB06

+in)er # s)ille! $ #a) 0.33 637.44 637.44 LB01

-MB313Lea#( 0



-MB313Lea#( 0

kI

.ormor) % per cent on cost of concrete i3e3 cost ofmaterial laour an! machinery

Section1200

Sin3in+ of 8 m eterna* diameter ,e** %oter tanpneumatic metod of sin3in+) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.

8/17/2019 SOR-2014-15 (Folder-2).xls


287


Ref. toMoRTSpec.

RearGsnut re;.

+in)in helper # semi-s)ille! $ #a) 6.33 03.35 273.08 LB08

!) Macinery

hour 6.33 0057.06 6216.68 -MB351


c) "#eread car+es $ 0.2 on %a&!) 548.63



say 4368.00



a) a!our

Mate #a) 3.01 01.35 65.57 LB06

+in)er #a) 0.61 637.44 61.58 LB01


!) Macinery

hour 2.33 0057.06 216.27 -MB351


c) "#eread car+es $ 0.2 on %a&!) 0018.85



say 6350.00


a

11th m 1 777.33

12th m 1 5330.33

1%th m 1 5210.33

1'th m 1 5504.33

15th m 1 031.33

1,th m 1 103.33

17th m 1 427.33

1th m 1 422.33

1th m 1 416.33

20th m 1 03281.33



12.12 7 %i#) 6eyond 20m upto 90 m

a

! :a=

21st m 5.1 00060.33 02281.33

22n! m 5.1 00411.33 08287.33

2%r! m 5.1 0616.33 01866.33

2'th m 5.1 0207.33 07154.33

25th m 5.1 0816.33 0566.33

2,th m 5.1 01477.33 04014.33

27th m 5.1 05072.33 63147.33

2th m 5.1 0813.33 66083.33

2th m 5.1 0428.33 6230.33

%0th m 5.1 60266.33 6117.33


g ?ate pe mete 15733.00 18880.00

12.12 7 %#) 6eyond 90m upto -0 m



0375 cum capacity an! accessories


A!! 735 per cent for eery a!!itional meter !epth of sin)in

oer the rate of sin)in for the preious meterA!! 20 per cent of cost for entle!e inclu!in supportsloa!in arranement an! 4aour3

:K= Cn<lu#%n!63 for

entle#!e

8/17/2019 SOR-2014-15 (Folder-2).xls


288


Ref. toMoRTSpec.

RearGsnut re;.

a

! :a=

%1st m 03 62818.33 6081.33

%2n! 03 61544.33 23414.33

%%r! m 03 6254.33 28311.33

%'th m 03 20605.33 25873.33

%5th m 03 28224.33 80635.33

%,th m 03 25552.33 8126.33

%7th m 03 80113.33 8473.33

%th m 03 81531.33 1887.33

%th m 03 13657.33 73220.33

'0th m 03 11238.33 77271.33


g ?ate pe mete 37380.00 44856.00

12.12 6 C*ayey Soi* % 8m dia. He** )

Unit = ?unning ete.




a) a!our

Mate #a) 3.01 01.35 65.57 LB06

+in)er # s)ille! $ #a) 0.13 637.44 203.84 LB01


!) Macinery

hour 2.33 0057.06 216.27 -MB351


c) "#eread car+es $ 0.2 on %a&!) 0017.01



say 635".00



a) a!our

Mate #a) 3.23 01.35 11.16 LB06

+in)er #a) 2.33 637.44 763.45 LB01


!) Macinery

hour 7.33 0057.06 5317.56 -MB351

hour 6.33 102.33 0367.33 -MB372


c) "#eread car+es $ 0.2 on %a&!) 6148.81



say 1426".00


a


11th m 1 0846.33 01520.33

12th m 1 01520.33 0710.33



:K=Cn<lu#%n!63 for

entle#!e

ire & runnin chares of crane ith ra uc)et of0375 cum capacity an! accessories





requ%re#

8/17/2019 SOR-2014-15 (Folder-2).xls


289


Ref. toMoRTSpec.

RearGsnut re;.

1%th m 1 0710.33 05288.33

1'th m 1 05288.33 0600.33

15th m 1 0600.33 04066.33

1,th m 1 04066.33 6335.33

17th m 1 6335.33 6036.33

1th m 1 6036.33 66027.331th m 1 66027.33 62682.33

20th m 1 62682.33 68831.33


g ?ate pe mete 18845.00 1"787.00

12.12 6 %i#) 6eyond 20m upto 90 m

a

! A!! 5 per cent of cost for !eaterin of the cost if re*uire!

c :a=

21st m 5.1 6847.33 20622.33 26541.33

22n! m 5.1 6773.33 22151.33 21618.33

2%r! m 5.1 651.33 27348.33 2544.33

2'th m 5.1 20380.33 230.33 83580.33

25th m 5.1 22274.33 80500.33 82545.33

2,th m 5.1 2156.33 8883.33 8536.33

27th m 5.1 2176.33 8632.33 13702.33

2th m 5.1 80818.33 100.33 18834.33

2th m 5.1 88172.33 11538.33 184.33

%0th m 5.1 85431.33 140.33 7651.33


g ?ate pe mete 3534".00 44186.00 463"5.00

12.12 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m 03 16747.33 72621.33 77245.33

%2n! 03 15477.33 74114.33 52325.33

%%r! m 03 72572.33 57107.33 3286.33

%'th m 03 53024.33 8075.33 251.33

%5th m 03 55012.33 4618.33 45602.33

%,th m 03 87.33 03086.33 037428.33

%7th m 03 42211.33 006367.33 005765.33

%th m 03 036740.33 062664.33 064243.33

%th m 03 006473.33 021116.33 086223.33

'0th m 03 068617.33 084035.33 017176.33


g ?ate pe mete 83"85.00 100782.00 105821.00

12.12 C Soft Roc3 %8m dia ,e** )

Unit = ?unning ete.

Taking output = 1 m

Dept in Soft roc3 strata up to 9m


a) a!our

Mate #a) 3.46 01.35 053.67 LB06

+in)er # s)ille! $ #a) 2.33 637.44 763.45 LB01



:<=Cn<lu#%n!61 for

entle#!e

:K= Cn<lu#%n!1 for

#ewater%n!, %f

requ%re#



:K= Cn<lu#%n!63 for

entle#!e

:K=Cn<lu#%n!1 for

8/17/2019 SOR-2014-15 (Folder-2).xls


290


Ref. toMoRT

Spec.

RearGsnut re;.


(ier #a) 3.13 637.44 032.13 LB35

!) Macinery

hour 8.33 0057.06 8538.8 -MB351

Air compressor ith pneumatic rea)ers hour 2.13 102.33 0541.13 -MB372



c) "#eread car+es $ 0.2 on %a&!) 2315.03



say 16814.00

12.12 D ard Roc3 %8m dia ,e** )

Unit = ?unning ete

Taking output = 1 m



a) Materia*

Gelatine 0 per cent ! 8.33 006.55 810.3 MB038

6lectric (etonators ea<h 0.33 08.65 617.54 MB348/033

!) a!our

Mate #a) 0.17 01.35 6.50 LB06

(riller #a) 6.33 637.44 802.4 LB37

Blaster #a) 3.61 64.20 56.22 LB32

Ma!oor #a) 06.33 055.35 6068.8 LB02

Ma!oor #+)ille!$ #a) 8.33 637.44 65.47 LB01

c) Macinery

hour 7.33 0057.06 5317.56 -MB351

hour 6.33 102.33 0367.33 -MB372






say 1"136.00

12.19

Unit = ?unning ete.

Taking output = 1 m

Diameter of ,e** ? = m.

7 Sandy Soi*


;ate of sin)in K 03%0 m per hour3

a) a!our

Mate #a) 3.01 01.35 65.57 LB06

+in)er # s)ille! $ #a) 0.61 637.44 61.58 LB01

+in)in helper # semi-s)ille! $ #a) 6.13 03.35 813.0 LB08!) Macinery

hour 2.61 0057.06 266.24 -MB351





Section1200

Sin3in+ of = m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.

8/17/2019 SOR-2014-15 (Folder-2).xls


291


Ref. toMoRTSpec.

RearGsnut re;.

c) "#eread car+es $ 0.2 on %a&!) 0621.22



say 67"4.00



a) a!our

Mate #a) 3.0 01.35 22.20 LB06

+in)er #a) 0.13 637.44 203.84 LB01


!) Macinery

hour 8.13 0057.06 1646.18 -MB351


c) "#eread car+es $ 0.2 on %a&!) 0757.81



say "220.00


a

11th m 1 476.33

12th m 1 03077.33

1%th m 1 03758.33

1'th m 1 0063.33

15th m 1 0057.33

1,th m 1 06217.33

17th m 1 06458.33

1th m 1 02762.33

1th m 1 08238.33

20th m 1 01304.33



12.19 7 %i#) 6eyond 20m upto 90 m

a

! :a=

21st m 5.1 07081.33 04258.33

22n! m 5.1 05217.33 6365.33

2%r! m 5.1 071.33 66243.33

2'th m 5.1 63315.33 6837.33

25th m 5.1 60170.33 6152.33

2,th m 5.1 6205.33 6508.33

27th m 5.1 68407.33 6444.33

2th m 5.1 6751.33 26086.33

2th m 5.1 6548.33 28112.33

%0th m 5.1 23418.33 25081.33


g ?ate pe mete 22840.00 2740".00

12.19 7 %#) 6eyond 90m upto -0 m

a

! :a=

%1st m 03 28384.33 8314.33

%2n! 03 25818.33 88481.33





:K=Cn<lu#%n!63 for

entle#!e



:K=Cn<lu#%n!63 for

entle#!e

8/17/2019 SOR-2014-15 (Folder-2).xls


292


Ref. toMoRTSpec.

RearGsnut re;.

%%r! m 03 80044.33 84824.33

%'th m 03 81204.33 1822.33

%5th m 03 8410.33 1460.33

%,th m 03 1827.33 7132.33

%7th m 03 73263.33 5628.33

%th m 03 77216.33 54766.33

%th m 03 5645.33 518.33

'0th m 03 367.33 47282.33


g ?ate pe mete 54265.00 65118.00

12.19 6 C*ayey Soi* % =m dia. He** )

Unit = ?unning ete.


%) Dept !e*o, !ed *e#e* upto 9.0 M


a) a!our

Mate #a) 3.0 01.35 22.20 LB06

+in)er # s)ille! $ #a) 0.13 637.44 203.84 LB01


!) Macinery

hour 8.13 0057.06 1646.18 -MB351


d) "#eread car+es $ 0.2 on %a&!) 0757.81

e) ContractorBs profit $ 0.1 on %a&!&c) 2.62


say "220.00



a) a!our

Mate #a) 3.67 01.35 8.06 LB06

+in)er #a) 6.33 637.44 802.4 LB01


!) Macinery

hour 7.33 0057.06 5317.56 -MB351

hour 2.61 102.33 0775.61 -MB372


c) "#eread car+es $ 0.2 on %a&!) 6748.74



say 14821.00


a


11th m 1 01176.33 07283.33

12th m 1 07283.33 05015.33

1%th m 1 05015.33 0301.331'th m 1 0301.33 0407.33

15th m 1 0407.33 0476.33

1,th m 1 0476.33 6311.33

17th m 1 6311.33 604.33

1th m 1 604.33 66442.33






%f requ%re#

8/17/2019 SOR-2014-15 (Folder-2).xls


293


Ref. toMoRTSpec.

RearGsnut re;.

1th m 1 66442.33 68082.33

20th m 1 68082.33 61213.33


g ?ate pe mete 1"574.00 20553.00

12.19 6 %i#) 6eyond 20m upto 90 m

a


c :a=

%1st m 5.1 61418.33 26882.33 28371.33

%2n! 5.1 65430.33 2857.33 27763.33

%%r! m 5.1 64448.33 25842.33 2427.33

%'th m 5.1 26688.33 83231.33 86263.33

%5th m 5.1 28776.33 8226.33 81848.33

%,th m5.1 25676.33 8715.33 8435.33

%7th m 5.1 83315.33 13350.33 16151.33

%th m 5.1 82370.33 1267.33 17105.33

%th m 5.1 87640.33 1578.33 73515.33

'0th m 5.1 84572.33 76638.33 71208.33


g ?ate pe mete 3671".00 458"".00 481"4.00

12.19 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m 03 18524.33 7175.33 7450.33

%2n! 03 73602.33 56617.33 5174.33

%%r! m 03 77628.33 5480.33 2811.33

%'th m 03 5615.33 586.33 40544.33

%5th m 03 3082.33 47056.33 03340.33

%,th m 03 015.33 0315.33 000355.33

%7th m 03 47452.33 00727.33 06607.33

%th m 03 037753.33 06338.33 028838.33

%th m 03 005225.33 08338.33 08588.33

'0th m 03 064350.33 0181.33 076764.33


g ?ate pe mete 8723".00 104687.00 10""22.00

12.19 C Soft Roc3 % =m dia ,e** )

Unit = ?unning ete.

Taking output = 1 m



a) a!our

Mate #a) 3.1 01.35 035.28 LB06

+in)er # s)ille! $#a) 8.33 637.44 65.47 LB01


(ier #a) 3.51 637.44 011.68 LB35

!) Macinery

hour 8.13 0057.06 1646.18 -MB351






entle#!e

:K= Cn<lu#%n!1 for




: <= Cn<lu#%n!

63 forentle#!e

:K= Cn<lu#%n!

1 for#ewater%n!, %f

requ%re#

8/17/2019 SOR-2014-15 (Folder-2).xls


294


Ref. toMoRT

Spec.

RearGsnut re;.


c) "#eread car+es $ 0.2 on %a&!) 622.72



say 15585.00

12.19 D ard Roc3 % =m dia ,e** )

Unit = ?unning ete

Taking output = 1 m

Dept in ard roc3 strata up to 9 m


a) Materia*



!) a!our

Mate #a) 0.73 01.35 647.00 LB06

(riller #a) 6.33 637.44 802.4 LB37

Blaster#a) 3.61 64.20 56.22 LB32

Ma!oor #a) 0.33 055.35 205.67 LB02

Ma!oor #+)ille!$ #a) 8.33 637.44 65.47 LB01

(ier #a) 3.13 637.44 032.13 LB35

c) Macinery

hour 7.33 0057.06 5317.56 -MB351

hour 6.33 102.33 0367.33 -MB372




e) ContractorBs profit $ 0.1 on %a&!&c&d)0471.81


say 21620.00

12.1-

Unit = ?unning ete.

Taking output = 1 m

Diameter of ,e** ? > m.

7 Sandy Soi*



a) a!our

Mate #a) 3.0 01.35 22.20 LB06

+in)er # s)ille! $ #a) 0.13 637.44 203.84 LB01


!) Macinery

hour 8.33 0057.06 8538.8 -MB351


c) "#eread car+es $ 0.2 on %a&!) 0108.52

d) ContractorBs profit $ 0.1 on %a&!&c)515.25


say 8331.00





Section1200

Sin3in+ of > m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.


8/17/2019 SOR-2014-15 (Folder-2).xls


295


Ref. toMoRTSpec.

RearGsnut re;.

a) a!our

Mate #a) 3.61 01.35 87.65 LB06

+in)er #a) 0.51 637.44 276.62 LB01


!) Macinery

hour 1.33 0057.06 13.73 -MB351


c) "#eread car+es $ 0.2 on %a&!) 057.1



say 10323.00

12.1- 7 %iii) 6eyond 10m upto 20m

a

11th m 1 0324.33

12th m 1 0020.33

1%th m 1 00413.331'th m 1 0618.33

15th m 1 02051.33

1,th m 1 0228.33

17th m 1 08167.33

1th m 1 01616.33

1th m 1 07301.33

20th m 1 0707.33



12.1- 7 %i#) 6eyond 20m upto 90 m

a

! :a=

21st m 5.1 0355.33 60746.33

22n! m 5.1 04822.33 62263.33

2%r! m 5.1 6343.33 6137.33

2'th m 5.1 66815.33 6748.33

25th m 5.1 68080.33 6474.33

2,th m 5.1 61416.33 20086.33

27th m 5.1 654.33 2285.33

2th m 5.1 64443.33 214.33

2th m 5.1 26624.33 275.33

%0th m 5.1 28715.33 801.33


g ?ate pe mete 25573.00 30688.00

12.1- 7 %#) 6eyond 90m upto -0 m

a

! :a=

%1st m 03 2062.33 8158.33

%2n! 03 80421.33 13266.33

%%r! m 03 87064.33 11211.33

%'th m 03 13586.33 7343.33

%5th m 03 1107.33 77454.33

%,th m 03 7024.33 5275.33

%7th m 03 7512.33 0387.33

%th m 03 58646.33 4013.33





:K= Cn<lu#%n!63 for

entle#!e



:K= Cn<lu#%n!63 for

entle#!e

8/17/2019 SOR-2014-15 (Folder-2).xls


296


Ref. toMoRTSpec.

RearGsnut re;.

%th m 03 0560.33 4371.33

'0th m 03 442.33 03556.33


g ?ate pe mete 6075".00 72"10.00

12.1- 6 C*ayey Soi* % >m dia. He** )

Unit = ?unning ete.




a) a!our

Mate #a) 3.66 01.35 83.56 LB06

+in)er # s)ille! $ #a) 6.33 637.44 802.4 LB01

+in)in helper # semi-s)ille! $ hour 2.13 03.35 723.61 LB08

!) Macinery

1.13 0057.06 787.77 -MB351


c) "#eread car+es $ 0.2 on %a&!) 6313.06



say 11276.00



a) a!our

Mate #a) 3.26 01.35 14.66 LB06

+in)er #a) 6.13 637.44 105.8 LB01


!) Macinery

hour 7.33 0057.06 5317.56 -MB351

hour 2.13 102.33 0541.13 -MB372


c) "#eread car+es $ 0.2 on %a&!) 650.00



say 152"6.00

12.1- 6 %iii) 6eyond 10 m upto 20 m

a


11th m 1 07370.33 0778.33

12th m 1 0778.33 05535.33

1%th m 1 05535.33 0146.33

1'th m 1 0146.33 04166.33

15th m 1 04166.33 6384.33

1,th m 1 6384.33 60162.33

17th m 1 60162.33 66144.33

1th m 1 66144.33 62564.33

1th m 1 62564.33 68401.33

20th m 1 68401.33 67070.33


g ?ate pe mete 20201.00 21211.00

12.1- 6 %i#) 6eyond 20m upto 90 m






%f requ%re#

8/17/2019 SOR-2014-15 (Folder-2).xls


8/17/2019 SOR-2014-15 (Folder-2).xls


298


Ref. toMoRT

Spec.

RearGsnut re;.

say 171"0.00

12.1- D ard Roc3 % >m dia ,e** )

Unit = ?unning ete

Taking output = 1 m



a) Materia*

Gelatine 0 per cent ! .33 006.55 436.05 MB038


!) a!our

Mate #a) 0.34 01.35 630.52 LB06

(riller #a) 6.33 637.44 802.4 LB37

Blaster #a) 3.61 64.20 56.22 LB32

Ma!oor #a) 63.33 055.35 2180.83 LB02

Ma!oor #+)ille!$ #a) 8.33 637.44 65.47 LB01

c) Macinery

hour 7.33 0057.06 5317.56 -MB351

hour 6.33 102.33 0367.33 -MB372






say 21535.00

12.1

Unit = ?unning ete.

Taking output = 1 m

Diameter of ,e** ? < m.

7 Sandy Soi*



a) a!our

Mate #a) 3.04 01.35 21.07 LB06

+in)er # s)ille! $ #a) 0.13 637.44 203.84 LB01

+in)in helper # semi-s)ille! $#a) 2.61 03.35 11.62 LB08

!) Macinery

hour 8.33 0057.06 8538.8 -MB351


c) "#eread car+es $ 0.2 on %a&!) 0167.81



say 83"5.00



a) a!our

Mate #a) 3.65 01.35 84.45 LB06

+in)er #a) 0.51 637.44 276.62 LB01


!) Macinery



Section1200

Sin3in+ of < m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*

8/17/2019 SOR-2014-15 (Folder-2).xls


299


Ref. toMoRTSpec.

RearGsnut re;.

hour 1.13 0057.06 787.77 -MB351


c) "#eread car+es $ 0.2 on %a&!) 6376.33



say 11341.00


a

11th m 1 0043.33

12th m 1 06132.33

1%th m 1 0206.33

1'th m 1 0258.33

15th m 1 08852.33

1,th m 1 01045.33

17th m 1 01415.33

1th m 1 07511.331th m 1 05142.33

20th m 1 0852.33


g ?ate pe mete 14"77.00

12.1 7 %i#) 6eyond 20m upto 90 m

a

! :a=

21st m 5.1 041.8 6223.33

22n! m5.1 6028.33 6170.33

2%r! m 5.1 66484.33 65124.33

2'th m 5.1 68753.33 64738.33

25th m 5.1 67163.33 2068.33

2,th m 5.1 6134.33 28600.33

27th m 5.1 23785.33 27557.33

2th m 5.1 26487.33 24121.33

2th m 5.1 21805.33 86133.33

%0th m 5.1 2352.33 817.33


g ?ate pe mete 280"4.00 33713.00

12.1 7 %#) 6eyond 90m upto -0 ma

! :a=

%1st m 03 803.23 13617.33

%2n! 03 8737.33 1166.33

%%r! m 03 13751.33 7303.33

%'th m 03 11582.33 7746.33

%5th m 03 70205.33 5213.33

%,th m 03 75884.33 3424.33

%7th m03 58048.33 4322.33

%th m 03 0702.33 45427.33

%th m 03 4558.33 035564.33

'0th m 03 4510.33 00130.33


g ?ate pe mete 66746.00 800"6.00





:K= Cn<lu#%n!63 for

entle#!e



:K= Cn<lu#%n!63 for

entle#!e

8/17/2019 SOR-2014-15 (Folder-2).xls


300


Ref. toMoRTSpec.

RearGsnut re;.

12.1 6 C*ayey Soi* % <m dia. He** )

Unit = ?unning ete.




a) a!our

Mate #a) 3.68 01.35 88.86 LB06

+in)er # s)ille! $ #a) 6.61 637.44 871.52 LB01


!) Macinery

hour 1.51 0057.06 7576.74 -MB351


c) "#eread car+es $ 0.2 on %a&!) 6017.34



say 1185".00

12.1 6 %ii) 6eyond 9m upto 10m dept;ate of sin)in 0315 m / hour

a) a!our

Mate #a) 3.28 01.35 76.46 LB06

+in)er #a) 6.13 637.44 105.8 LB01


!) Macinery

hour 7.13 0057.06 5788.5 -MB351

hour 2.51 102.33 0462.51 -MB372


c) "#eread car+es $ 0.2 on %a&!) 2330.12



say 16508.00


a


11th m 1 05222.33 0633.33

12th m 1 0633.33 04003.33

1%th m 1 04003.33 63377.33

1'th m 1 63377.33 60374.33

15th m 1 60374.33 66066.33

1,th m 1 66066.33 6266.33

17th m 1 6266.33 6824.33

1th m 1 6824.33 6173.33

1th m 1 6173.33 67.33

20th m 1 67.33 6626.33


g ?ate pe mete 21801.00 228"1.00

12.1 6 %i#) 6eyond 20m upto 90 m

a







%f requ%re#

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301


Ref. toMoRTSpec.

RearGsnut re;.

c :a=

%1st m 5.1 6431.33 27020.33 2542.33

%2n! 5.1 20352.33 280.33 8352.33

%%r! m5.1 22832.33 80518.33 8286.33

%'th m 5.1 2143.33 881.33 85064.33

%5th m 5.1 2730.33 8610.33 13778.33

%,th m 5.1 80847.33 1053.33 18878.33

%7th m 5.1 8873.33 11573.33 118.33

%th m 5.1 85418.33 14482.33 76483.33

%th m 5.1 10110.33 78824.33 75770.33

'0th m 5.1 11805.33 74650.33 56521.33


g ?ate pe mete 408"2.00 51115.00 53670.00

12.1 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m 03 73414.33 52010.33 5734.33

%2n! 03 75311.33 3877.33 884.33

%%r! m 03 52570.33 102.33 46424.33

%'th m 03 0025.33 45278.33 036626.33

%5th m 03 4610.33 035030.33 006817.33

%,th m 03 4057.33 00500.33 062536.33

%7th m 03 035448.33 064142.33 027352.33

%th m 03 00542.33 086116.33 08473.33

%th m 03 023756.33 01737.33 078787.33

'0th m 03 082524.33 05685.33 00000.33


g ?ate pe mete "7154.00 116584.00 122414.00

12.1 C Soft Roc3 % <m dia ,e** )

Unit = ?unning ete.

Taking output = 1 m

Dept in soft roc3 strata up to 9m

;ate of sin)in 0315 m / houra) a!our

Mate #a) 3.57 01.35 083.71 LB06

+in)er # s)ille! $ #a) 8.33 637.44 65.47 LB01


(ier #a) 0.63 637.44 68.24 LB35

!) Macinery

hour 7.13 0057.06 5788.5 -MB351



A!! for !eaterin of 5 per cent of #a@$ if re*uire!0883.88

c) "#eread car+es $ 0.2 on %a&!) 2470.66



say 21787.00

12.1 D ard Roc3 % <m dia ,e** )

Unit = ?unning ete



entle#!e

:K= Cn<lu#%n!1 for





entle#!e

:K= Cn<lu#%n!1 for

8/17/2019 SOR-2014-15 (Folder-2).xls


302


Ref. toMoRT

Spec.

RearGsnut re;.

Taking output = 1 m



a) Materia*



!) a!our

Mate #a) 0.05 01.35 607.12 LB06

(riller #a) 6.33 637.44 802.4 LB37

Blaster #a) 3.61 64.20 56.22 LB32

Ma!oor #a) 66.33 055.35 241.18 LB02

Ma!oor #+)ille!$ #a) 8.33 637.44 65.47 LB01

(ier #a) 0.33 637.44 637.44 LB35

c) Macinery

hour 5.33 0057.06 626.8 -MB351

hour 6.13 102.33 066.13 -MB372






say 24"81.00

12.18 1200

Unit = ?unning ete

Taking output = 1 m


7 Sandy Soi*



a) a!our

Mate #a) 3.63 01.35 25.30 LB06

+in)er # s)ille! $ #a) 0.13 637.44 203.84 LB01


!) Macinery

hour 1.33 0057.06 13.73 -MB351


c) "#eread car+es $ 0.2 on %a&!) 070.73



say 1023".00



a) a!our

Mate #a) 3.20 01.35 15.25 LB06

+in)er #a) 6.33 637.44 802.4 LB01


!) Macinery

hour 1.51 0057.06 7576.74 -MB351








8/17/2019 SOR-2014-15 (Folder-2).xls


8/17/2019 SOR-2014-15 (Folder-2).xls


305


Ref. toMoRTSpec.

RearGsnut re;.

%%r! m 5.1 26175.33 83534.33 86588.33

%'th m 5.1 21303.33 82572.33 81410.33

%5th m 5.1 25727.33 85381.33 84245.33

%,th m 5.1 83814.33 13158.33 12032.33

%7th m 5.1 82842.33 18277.33 1538.33

%th m 5.1 87511.33 1888.33 70277.33%th m 5.1 13676.33 766.33 71474.33

'0th m 5.1 18326.33 75183.33 53405.33


g ?ate pe mete 3"86".00 4"836.00 52328.00

12.18 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m 03 14821.33 50266.33 58.33

%2n! 03 71254.33 5811.33 625.33

%%r! m 03 50405.33 7233.33 43701.33

%'th m 03 54034.33 48420.33 44755.11

%5th m 03 5363.33 038868.33 034781.63

%,th m 03 41566.33 00877.33 063734.23

%7th m 03 031648.33 067212.33 026753.71

%th m 03 00162.33 024.33 081425.83

%th m 03 065831.33 0167.33 073123.23

'0th m 03 083087.33 07051.33 05712.51

9otal Cost from %0m upto '0m 485613.33 0027533.33 0042121.01 g ?ate pe mete "4725.00 113670.00 11"354.00

12.18 C Soft Roc3 %10m dia ,e** )

Unit = ?unning ete.

Taking output = 1 m


;ate of sin)in 031'm/hour3

a) a!our

Mate #a) 3.7 01.35 014.07 LB06

+in)er # s)ille! $ #a) 8.33 637.44 65.47 LB01


(ier #a) 0.83 637.44 64.54 LB35

!) Macinery

hour 5.33 0057.06 626.8 -MB351



A!! for !eaterin 5 per cent of cost if re*uire! 156.56

c) "#eread car+es $ 0.2 on %a&!) 8387.64



say 22255.00

12.18 D ard Roc3 %10m dia ,e** )Unit = ?unning ete.

Taking output = 1 m


;ate of sin)in 0312 m/ hour3

a) Materia*





entle#!e

:K= Cn<lu#%n!1 for

8/17/2019 SOR-2014-15 (Folder-2).xls


306


Ref. toMoRT

Spec.

RearGsnut re;.

6lectric (etonators ea<h. 88.33 08.65 765.50 MB348/033

!) a!our

Mate #a) 0.65 01.35 621.38 LB06

(riller #a) 6.33 637.44 802.4 LB37

Blaster #a) 3.61 64.20 56.22 LB32

Ma!oor #a) 68.33 055.35 8684.7 LB02

Ma!oor #+)ille!$ #a) 8.33 637.44 65.47 LB01

c) Macinery

hour .13 0057.06 4445.36 -MB351

hour 2.33 102.33 0124.33 -MB372






say 2"660.00

12.1= 1200

Unit = ?unning ete



7 Sandy Soi*



a) a!our

Mate #a) 3.60 01.35 2.7 LB06

+in)er # s)ille! $ #a) 0.13 637.44 203.84 LB01

+in)in helper #semi-s)ille!$ #a) 2.23 03.35 148.62 LB08

!) Macinery

hour 7.33 0057.06 5317.56 -MB351




Cost for 035m K a@@c@! 00453.50

Rate per metre ' %a&!&c&d)(0.0 62480.86say 23"41.00



a) a!our

Mate #a) 3.26 01.35 14.66 LB06

+in)er #a) 6.33 637.44 802.4 LB01


!) Macinery

hour 8.33 0057.06 8538.8 -MB351


c) "#eread car+es $ 0.2 on %a&!&c) 0708.70

d) ContractorBs profit $ 0.1 on %a&!&c&d) 35.20

Cost for 035m K a@@c@! 3.27

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307


Ref. toMoRTSpec.

RearGsnut re;.

say 17761.00

12.1= 7 %iii) 6eyond 10m upto 20m

a

11th m 1 0784.33

12th m 1 0410.33

1%th m 1 63173.33

1'th m 1 601.33

15th m 1 66775.33

1,th m 1 6233.33

17th m 1 68443.33

1th m 1 67683.33

1th m 1 65116.33

20th m 1 6423.33



12.1= 7 %i#) 6eyond 20m upto 90 m

a

! :a=

21st m 5.1 20033.33 25263.33

22n! m 5.1 22822.33 83063.33

2%r! m 5.1 21483.33 8206.33

2'th m 5.1 2727.33 87272.33

25th m 5.1 80128.33 8480.33

2,th m 5.1 88784.33 12154.33

27th m 5.1 8544.33 1514.33

2th m 5.1 1014.33 7040.33

2th m 5.1 1187.33 77176.33

%0th m 5.1 1476.33 50118.33


g ?ate pe mete 43""8.00 527"8.00

12.1= 7 %#) 6eyond 90m upto -0 m

a

! :a=

%1st m 03 71140.33 5534.33

%2n! 03 56013.33 713.33%%r! m 03 54271.33 4162.33

%'th m 03 5236.33 038576.33

%5th m 03 47326.33 00162.33

%,th m 03 031721.33 067576.33

%7th m 03 007044.33 024824.33

%th m 03 06504.33 01222.33

%th m 03 083730.33 07560.33

'0th m 03 018770.33 01142.33


g ?ate pe mete 104536.00 125443.00

12.1= 6 C*ayey Soi* %11 m dia. He** )Unit = ?unning ete

Taking output = 0.50 mete



a) a!our




:K=Cn<lu#%n!63 for

entle#!e



:K= Cn<lu#%n!63 for

entle#!e

8/17/2019 SOR-2014-15 (Folder-2).xls


308


Ref. toMoRTSpec.

RearGsnut re;.

Mate #a) 3.67 01.35 8.06 LB06

+in)er # s)ille! $ #a) 6.13 637.44 105.8 LB01


!) Macinery

hour 1.33 0057.06 13.73 -MB351


c) "#eread car+es $ 0.2 on %a&!) 042.72


Cost for 035m K a@@c@! 03776.8


say 21325.00



a) a!our

Mate #a) 3.82 01.35 54.1 LB06

+in)er #a) 2.13 637.44 568.85 LB01


!) Macinery

hour 7.33 0057.06 5317.56 -MB351

hour 8.61 102.33 603.61 -MB372


c) "#eread car+es $ 0.2 on %a&!) 2333.32


Cost for 035m K a@@c@! 07133.07


say 33000.00

12.1= 6 %iii) 6eyond 10 m upto 20 m

a


11th m 1 28713.33 2722.33

12th m 1 2722.33 2636.33

1%th m 1 2636.33 83006.33

1'th m 1 83006.33 8600.33

15th m 1 8600.33 88668.33

1,th m 1 88668.33 87821.3317th m 1 87821.33 8515.33

1th m 1 8515.33 10041.33

1th m 1 10041.33 12511.33

20th m 1 12511.33 17882.33


g ?ate pe mete 43583.00 45762.00

12.1= 6 %i#) 6eyond 20m upto 90 m

a


c:a=

21st m 5.1 1555.33 56628.33 5187.33

22n! 5.1 76060.33 55710.33 0128.33

2%r! m 5.1 7753.33 2851.33 5784.33






requ%re#



:<=Cn<lu#%n!61 for

entle#!e

:K=Cn<lu#%n!1 for

8/17/2019 SOR-2014-15 (Folder-2).xls


309


Ref. toMoRTSpec.

RearGsnut re;.

2'th m 5.1 5054.33 4527.33 48662.33

25th m 5.1 55052.33 47877.33 03064.33

2,th m 5.1 6470.33 032530.33 037.33

27th m 5.1 402.33 000854.33 005312.33

2th m 5.1 4156.33 00483.33 06126.33

2th m 5.1 032376.33 066.33 021674.33%0th m 5.1 003546.33 02843.33 081801.33


g ?ate pe mete 81752.00 1021"0.00 107300.00

12.1= 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m 03 06050.33 087681.33 012115.33

%2n! 03 02831.33 07353.33 07408.33

%%r! m 03 085878.33 057415.33 0131.33

%'th m 03 076603.33 048716.33 63821.33

%5th m 03 05820.33 608005.33 66862.33

%,th m 03 047658.33 621164.33 685231.33

%7th m 03 601430.33 61430.33 656321.33

%th m 03 625840.33 6844.33 64462.33

%th m 03 670683.33 2028.33 264076.33

'0th m 03 65278.33 28825.33 276354.33

9otal Cost from %0m upto '0m 0486238 6223571 6885232

g ?ate pe mete1"4230.00 233077.00 244730.00

12.1= C Soft Roc3 %11m dia ,e** )

Unit = ?unning ete.




a) a!our

Mate #a) 3.41 01.35 051.6 LB06

+in)er # s)ille! $ #a) 8.61 637.44 54.50 LB01


(ier #a) 0.13 637.44 203.84 LB35

!) Macineryhour .33 0057.06 483.47 -MB351



788.87

c) "#eread car+es $ 0.2 on %a&!) 8121.62


Cost for 035m K a@@c@! 68482.54


say 4"888.00

12.1= D ard Roc3 %11m dia ,e** )

Unit = ?unning ete.


Dept in ard roc3 upto 9 m


a) Materia*





entle#!e

:K=Cn<lu#%n!1 for



A!! for !eaterin 5 per cent of cost of #$ ifre*uire!

8/17/2019 SOR-2014-15 (Folder-2).xls


310


Ref. toMoRT

Spec.

RearGsnut re;.

6lectric (etonators ea<h. 8.33 08.65 78.5 MB348/033

!) a!our

Mate #a) 0.21 01.35 684.8 LB06

(riller #a) 6.33 637.44 802.4 LB37

Blaster #a) 3.61 64.20 56.22 LB32

Ma!oor #a) 67.33 055.35 8732.6 LB02

Ma!oor #+)ille!$ #a) 8.33 637.44 65.47 LB01

c) Macinery

hour 03.33 0057.06 00570.63 -MB351

hour 2.13 102.33 0541.13 -MB372





Cost for 035m K a@@c@! 22175.6

Rate per metre ' %a&!&c&d)(0.0 75021.72say 67136.00

12.1> 1200

Unit = ?unning ete



7 Sandy Soi*

%i) ) Dept !e*o, !ed *e#e* upto 9.0 M


a) a!our

Mate #a) 3.66 01.35 83.56 LB06

+in)er # s)ille! $ #a) 0.51 637.44 276.62 LB01


!) Macinery

hour 7.33 0057.06 5317.56 -MB351


c) "#eread car+es $ 0.2 on %a&!) 6660.83


Cost for 0325m K a@@c@! 06605.52


say 48871.00



a) a!our

Mate #a) 3.25 01.35 7.8 LB06

+in)er #a) 6.13 637.44 105.8 LB01


!) Macinery

hour 7.13 0057.06 5788.5 -MB351


c) "#eread car+es $ 0.2 on %a&!) 6876.78


Cost for 0325m K a@@c@! 02188.84



Sin3in+ of 12 m eterna* diameter ,e** % oter tanpneumatic metod of sin3in+ ) trou+ a** types of strataname*y sandy soi*F c*ayey soi* and roc3 as so,n a+ainsteac caseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.

8/17/2019 SOR-2014-15 (Folder-2).xls


311


Ref. toMoRTSpec.

RearGsnut re;.


say 54178.00

12.1> 7 %iii) 6eyond 10m upto 20m

a

11th m 1 175.33

12th m 1 14520.33

1%th m 1 7650.33

1'th m 1 7118.33

15th m 1 74085.33

1,th m 1 56738.33

17th m 1 57628.33

1th m 1 3387.33

1th m 1 838.33

20th m 1 613.33



12.1> 7 %i#) 6eyond 20m upto 90 m

a

! :a=

21st m 5.1 4874.33 00282.33

22n! m 5.1 03048.33 06620.33

2%r! m 5.1 034722.33 020173.33

2'th m 5.1 00511.33 080867.33

25th m 5.1 067748.33 016322.33

2,th m 5.1 027047.33 072821.33

27th m 5.1 087800.33 051742.33

2th m 5.1 015246.33 053.33

2th m 5.1 074047.33 632321.33

%0th m 5.1 007.33 60672.33


g ?ate pe mete 134212.00 161054.00

12.1> 7 %#) 6eyond 90m upto -0 m

a

! :a=

%1st m 03 633351.33 683343.33

%2n! 03 66332.33 678033.33

%%r! m 03 686340.33 643134.33

%'th m 03 677233.33 204173.33

%5th m 03 646423.33 210107.33

%,th m 03 266662.33 2777.33

%7th m 03 218881.33 861228.33

%th m 03 2443.33 8757.33

%th m 03 8654.33 108711.33

'0th m 03 850575.33 177063.33

9otal Cost from %0m upto '0m 2072 267863

g ?ate pe mete 318868.00 382642.00

12.1> 6 C*ayey Soi* %12 m dia. He** )

Unit = ?unning ete.

Taking output = 0.#5 mete.


;ate of sin)in 030' m/hour




:K=Cn<lu#%n!63 for

entle#!e



:K=Cn<lu#%n!63 for

entle#!e

8/17/2019 SOR-2014-15 (Folder-2).xls


312


Ref. toMoRTSpec.

RearGsnut re;.

a) a!our

Mate #a) 3.23 01.35 11.16 LB06

+in)er # s)ille! $ #a) 2.33 637.44 763.45 LB01


!) Macinery

hour 7.61 0057.06 5213.51 -MB351


c) "#eread car+es $ 0.2 on %a&!) 6242.07


Cost for 0325m K a@@c@! 02076.25


say 5264".00



a) a!our

Mate #a) 3.8 01.35 .2 LB06

+in)er #a) 2.51 637.44 557.60 LB01


!) Macinery

hour .22 0057.06 4545.3 -MB351

hour 8.13 102.33 623.13 -MB372


c) "#eread car+es $ 0.2 on %a&!) 201.83


Cost for 0.2m ' a&!&c&d 6348.50


say 83"3".00

12.1> 6 %iii) 6eyond 10 m upto 20 m

a


11th m 1 027.33 46182.33

12th m 1 46182.33 45053.33

1%th m 1 45053.33 036364.33

1'th m 1 036364.33 035023.33

15th m 1 035023.33 00685.33

1,th m 1 00685.33 00000.33

17th m 1 00000.33 068305.33

1th m 1 068305.33 02360.33

1th m 1 02360.33 027564.33

20th m 1 027564.33 082171.33


g ?ate pe mete 110857.00 116400.00

12.1> 6 %i#) 6eyond 20m upto 90 m

a

! A!! 5 per cent of cost for !eaterin on the cost if re*uire!c :a=

21st m 5.1 08748.33 02523.33 046405.33

22n! 5.1 0133.33 045103.33 63527.33






requ%re#



:<=Cn<lu#%n!61 for

entle#!e

:K=Cn<lu#%n!1 for

8/17/2019 SOR-2014-15 (Folder-2).xls


313


Ref. toMoRTSpec.

RearGsnut re;.

2%r! m 5.1 07414.33 606268.33 666483.33

2'th m 5.1 0614.33 6668.33 624773.33

25th m 5.1 047642.33 681277.33 615728.33

2,th m 5.1 600301.33 672574.33 657415.33

27th m 5.1 66780.33 62110.33 645564.33

2th m 5.1 68218.33 2380.33 263314.332th m 5.1 676082.33 265754.33 288372.33

%0th m 5.1 6038.33 216611.33 2747.33

9otal Cost from 20m upto %0m 6354244 6144613 6564602

g ?ate pe mete 207"40.00 25""25.00 272"21.00

12.1> 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m 03 23448.33 25040.33 24313.33

%2n! 03 28346.33 83405.33 864725.33

%%r! m 03 25133.33 813347.33 856730.33

%'th m 03 8061.33 841037.33 10470.33

%5th m 03 81285.33 188707.33 15085.33

%,th m 03 844626.33 14435.33 764326.33

%7th m 03 184011.33 7147.33 740421.33

%th m 03 738350.33 5681.33 570064.33

%th m 03 77885.33 545258.33 25682.33

'0th m 03 523467.33 55000.33 463475.33

9otal Cost from %0m upto '0m 8483282 146800 766826 g ?ate pe mete 4"4034.00 5"2841.00 622483.00

12.1> C Soft Roc3 %12m dia ,e** )

Unit = ?unning ete




a) a!our

Mate #a) 0.37 01.35 047.05 LB06

+in)er # s)ille! $ #a) 8.13 637.44 420.87 LB01


(ier #a) 0.51 637.44 276.62 LB35

!) Macinery

hour 03.33 0057.06 00570.63 -MB351

hour 8.51 102.33 6827.51 -MB372



c) "#eread car+es $ 0.2 on %a&!) 1256.85


Cost for 0325m K a@@c@! 6418.73


say 1181"4.00

12.1> D ard Roc3 %12m dia ,e** )

Unit = ?unning ete


%i) Dept in ard roc3 strata upto 9 m





entle#!e

:K=Cn<lu#%n!1 for

8/17/2019 SOR-2014-15 (Folder-2).xls


314


Ref. toMoRT

Spec.

RearGsnut re;.

a) Materia*

Gelatine0 per cent ! 08.33 006.55 015.54 MB038

6lectric !etonator ea<h. 17.33 08.65 54.43 MB348/033

!) a!our

Mate #a) 0.88 01.35 677.13 LB06

(riller #a) 6.33 637.44 802.4 LB37

Blaster #a) 3.61 64.20 56.22 LB32

Ma!oor #a) 6.33 055.35 8415.47 LB02

Ma!oor #+)ille!$ #a) 8.13 637.44 420.87 LB01

c) Macinery

hour 06.13 0057.06 08530.13 -MB351

hour 8.33 102.33 6316.33 -MB372

(eaterin 5 per cent if re*uire!3 25.7

Consumales in sin)in 10 per cent of #c$3 0514.06



Cost for 0.2m ' a&!&c&d&e 24334.31

Rate per metre ' %a&!&c&d&e)(0.2 017327.0

say 156036.00

12.1< 1200

Unit = ?unning ete

Taking output = 1 m

Dimensions of ,e**.

>erall lenth K 12 m

>erall i!th K , m

7 Sandy Soi*



a) a!our

Mate #a) 3.63 01.35 25.30 LB06

+in)er # s)ille! $ #a) 0.61 637.44 61.58 LB01


!) Macinery

hour 1.13 0057.06 787.77 -MB351


c) "#eread car+es $ 0.2 on %a&!) 6360.78



say 1111".00



a) a!our

Mate #a) 3.23 01.35 11.16 LB06

+in)er #a) 0.13 637.44 203.84 LB01


!) Macinery

hour 1. 0057.06 7401.14 -MB351


c) "#eread car+es $ 0.2 on %a&!) 6052.27



Sin3in+ of T,in D Type ,e** %oter tan pneumaticmetod of sin3in+) trou+ a** types of strata name*ysandy soi*F c*ayey soi* and roc3 as so,n a+ainst eaccaseF comp*ete as per dra,in+ and tecnica*specifications. Dept of sin3in+ is rec3oned from !ed*e#e*.

8/17/2019 SOR-2014-15 (Folder-2).xls


315


Ref. toMoRTSpec.

RearGsnut re;.



say 11"53.00

12.1< 7 %iii) 6eyond 10m upto 20m

a

11th m 1 06110.33

12th m 1 02054.33

1%th m 1 022.33

1'th m 1 08123.33

15th m 1 01615.33

1,th m 1 07363.33

17th m 1 0760.33

1th m 1 05776.33

1th m 1 0181.33

20th m 1 04856.33



12.1< 7 %i#) 6eyond 20m upto 90 m

a

! :a=

21st m 5.1 63426.33 6100.33

22n! m 5.1 66136.33 65336.33

2%r! m 5.1 68043.33 6436.33

2'th m 5.1 67338.33 20631.33

25th m 5.1 65418.33 22181.33

2,th m 5.1 23310.33 27370.33

27th m 5.1 26231.33 2577.33

2th m 5.1 2856.33 80758.33

2th m 5.1 25222.33 8833.33

%0th m 5.1 83022.33 8073.33


g ?ate pe mete 2"613.00 35536.00

12.1< 7 %#) 6eyond 90m upto -0 m

a

! :a=

%1st m 03 88087.33 16451.33

%2n! 03 8170.33 1652.33

%%r! m 03 12805.33 78033.33

%'th m 03 1514.33 53100.33

%5th m 03 78721.33 55176.33

%,th m 03 50344.33 1204.33

%7th m 03 5634.33 4210.33

%th m 03 7323.33 032627.33

%th m 03 48722.33 002173.33

'0th m 03 038347.33 068401.33

9otal Cost from %0m upto '0m 53211.33 88236.33 g ?ate pe mete 7035".00 84430.00

12.1< 6 C*ayey Soi* %T,in D Type He** )

Unit = ?unning ete






:K=Cn<lu#%n!63 for

entle#!e



:K=Cn<lu#%n!63 for

entle#!e

8/17/2019 SOR-2014-15 (Folder-2).xls


316


Ref. toMoRTSpec.

RearGsnut re;.


a) a!our

Mate #a) 3.67 01.35 8.06 LB06

+in)er # s)ille! $ #a) 6.13 637.44 105.8 LB01


!) Macinery

hour 7.61 0057.06 5213.51 -MB351


c) "#eread car+es $ 0.2 on %a&!) 6286.46



say 12886.00



a) a!our

Mate #a) 3.81 01.35 2.6 LB06

+in)er #a) 2.61 637.44 756.56 LB01


!) Macinery

hour 7.75 0057.06 588.56 -MB351

hour 8.13 102.33 623.13 -MB372


c) "#eread car+es $ 0.2 on %a&!) 2610.68



say 17882.00

12.1< 6 %iii) 6eyond 10 m upto 20 m

a


11th m 1 0557.33 04501.33

12th m 1 04501.33 63530.33

1%th m 1 63530.33 60527.33

1'th m 1 60527.33 6662.33

15th m 1 6662.33 62478.33

1,th m 1 62478.33 61076.3317th m 1 61076.33 67863.33

1th m 1 67863.33 65580.33

1th m 1 65580.33 6406.33

20th m 1 6406.33 2318.33


g ?ate pe mete 23617.00 247"7.00

12.1< 6 %i#) 6eyond 20m upto 90 m

a


c:a=

21st m 5.1 20202.33 24080.33 8034.33

22n! 5.1 22770.33 86357.33 8803.33

2%r! m 5.1 2707.33 81622.33 85841.33






requ%re#



:<=Cn<lu#%n!61 for

entle#!e

:K=Cn<lu#%n!1 for

8/17/2019 SOR-2014-15 (Folder-2).xls


317


Ref. toMoRT

Spec.

RearGsnut re;.

2'th m 5.1 2433.33 8761.33 10317.33

25th m 5.1 800.33 16652.33 185.33

2,th m 5.1 88418.33 17042.33 14332.33

27th m 5.1 8267.33 7383.33 7286.33

2th m 5.1 10413.33 7842.33 701.33

2th m 5.1 1187.33 743.33 5264.33%0th m 5.1 73328.33 51382.33 5541.33


g ?ate pe mete 442"".00 55374.00 58143.00

12.1< 6 %#) 6eyond 90m upto -0 m

a


c :a=

%1st m03 77325.33 54688.33 2637.33

%2n! 03 56780.33 5074.33 40165.33

%%r! m 03 54431.33 417.33 03373.33

%'th m 03 547.33 031851.33 003584.33

%5th m 03 4777.33 007362.33 06068.33

%,th m 03 037211.33 065767.33 028335.33

%7th m 03 007440.33 08324.33 08583.33

%th m 03 06743.33 01886.33 076084.33

%th m 03 080114.33 07450.33 05271.33

'0th m 03 011501.33 071.33 047630.33


g ?ate pe mete 105248.00 1262"7.00 132612.00

12.1< C Soft Roc3 %T,in D Type He** )

Unit = ?unning ete

Taking output = 1 m



a) a!our

Mate #a) 3.7 01.35 014.07 LB06

+in)er # s)ille! $ #a) 8.13 637.44 420.87 LB01


(ier #a) 0.13 637.44 203.84 LB35

!) Macineryhour .22 0057.06 4545.3 -MB351




c) "#eread car+es $ 0.2 on %a&!) 8582.66



say 26088.00

12.1< D ard Roc3 %T,in D Type He** )Unit = ?unning ete

Taking output = 1 m



a) Materia*

Geletine0 per cent ! 03.33 006.55 0065.50 MB038




entle#!e

:K=Cn<lu#%n!1 for

8/17/2019 SOR-2014-15 (Folder-2).xls


318


Ref. toMoRT

Spec.

RearGsnut re;.

6lectric !etonators ea<h. 83.33 08.65 153.71 MB348/033

!) a!our

Mate #a) 0.28 01.35 685.44 LB06

(riller #a) 6.33 637.44 802.4 LB37

Blaster #a) 3.61 64.20 56.22 LB32

Ma!oor #a) 61.33 055.35 8867.51 LB02

Ma!oor #+)ille!$ #a) 8.61 637.44 54.50 LB01

c) Macinery

hour 03.33 0057.06 00570.63 -MB351

hour 2.33 102.33 0124.33 -MB372


Consumales in sin)in 10 per cent of #$3 0867.56




say 32220.00

12.20 1200

Unit A 1 cum


a) Materia*

?uI .33 2774.33 64216.33

+( ar reinforcement in corel tonne 3.8 87314.32 6603.22 MB36

6*astin+ materia*


6lectric !etonators ea<h 7.33 08.65 1.73 MB348/033

!) a!our

Me!ical >fficer #a) 3.13 3.33 3.33 LB07

Para me!ical personnel #a) 0.33 3.33 3.33 LB04

Mate #a) 0.7 01.35 288.62 LB06

(riller #a) 0.33 637.44 637.44 LB37

Blaster #a) 3.13 64.20 088.77 LB32

#a) 23.33 055.35 1206.03 LB02

#a) 03.33 637.44 6374.43 LB01

(ier #a) 8.33 637.44 65.47 LB35

c) Macinery



neumatic sin3in+ of ,e**s ,it equipment of appro#ed

desi+nF dra,in+ and specifications ,or3ed !y competentand trained personne* and comprisin+ of compressionand decompression cam!ersF reducersF t,o air *oc3sseparate*y for men and p*ant G materia*sF arran+ementfor supp*y of fres air to ,or3in+ cam!ersF cec3

#a*#esF eaust #a*#esF safts made from stee* p*ates ofri#eted construction not *ess tan 8 mm tic3 to

,itstand an air pressure of 0.0 MaF contro**ed !*astin+

of ard roc3 ,ere requiredF staircases and 1 m ,ide*andin+ p*ateforms ,it rai*in+F arran+ement forcompression and decompressionF e*ectric *i+tin+ of 0E maimumF proper rooms for rest and medica*eaminations and comp*iance ,it safety precautions as

per S@-19>F a** as per c*ause120=.8 of MoRTSpecifications.

M%5 ra!e ;CC corel proi!e! for supportin ofe*uipment #(imensions as per roun! con!itions$3 ;atemay e a!opte! i!e :tem 123 #$

CteI 06.:H=

Ma!oor #for cuttin lastin cleanin remoal ofMaterial etc3$

Ma!oor #+)ille!$ #for fi"ation an! remoal of a!opterfor air loc) carryin out mechanical an! electricaloperations an! repairs an! other s)ille! os3$

8/17/2019 SOR-2014-15 (Folder-2).xls


319


Ref. toMoRT

Spec.

RearGsnut re;.

hour 7.33 Qalue JQ@LA\ -MB36

:n!uction an! !ein!uction L.F 033333.33

6rection at site an! commissionin L.F 013333.33

hour 7.33 228.33 62338.33 -MB32

Air compressor 250 cfm 2 nos3 hour 6 x 7 642.57 2161.06 -MB330

ire an! runnin chares of crane of 15 tonne capacity hour 7.33 553.38 8763.68 -MB356

Motorise! are of 20 tonne capacity hour 7.33 086.17 11.27 -MB377

Boat to carry atleast 20 persons hour 7.33 086.17 11.27 -MB377

6lectric eneratin set %% 8A hour 7.33 286.27 6318.07 -MB354

9ipper 10 tonne capacity hour 7.33 52.33 162.33 -MB38



Cost for 5 cum K a@@c@!@e #see notes elo$ -VALUE

Rate per cum ' %a&!&c&d&e)( -VALUE

Note

73(epth of sin)in shall e restricte! to %0 m3

12.21 120=

Unit = 1 cum


a) Materia*

+an! #assumin 20 per cent oi!s $ <uI 0.63 034.34 023.43 MB337

!) a!our

Mate #a) 3.30 01.35 0.1 LB06

Ma!oor #a) 3.23 055.35 12.06 LB02

c) "#eread car+es $ 0.2 on %a&!) 87.85


Rate per cum %a&!&c&d) 611.1

say 256.00

12.22

Unit = 1 T

Taking output = 1 T

a) Materia*

i$ +tructural steel inclu!in 5 per cent astae tonne 0.31 87165.22 812.53 MB054

!) a!our

%i) nductionF deinduction and erection of p*ant andequipment inc*udin+ a** components andaccessories for pneumatic metod of ,e** sin3in+.

?sae of plant an! e*uipment for pneumatic metho! of ell sin)in

139he cost of in!uction !ein!uction an! erection ofe*uipment shall e !ii!e! y the total *uantity of pneumaticsin)in for all the ells of a particular ri!e to arrie at theper cum rate on account of this item3

23Cost of pneumatic sin)in per cum of in!ii!ual ells ill ea!!e! to the cost in!icate! at #1$ aoe to arrie at the finalrate of pneumatic sin)in per cum3

%39he cost of in!uction an! !ein!uction ill !epen! upon the!istance inole! for shiftin of e*uipment hich may eassesse! in in!ii!ual cases as per actual roun! con!itionsat the time of ma)in of cost estimates3

'3:n case pneumatic sin)in is inole! on a !ry e! theproision of are an! oat may e omitte!3

539he necessity an! !imensions of the corel ill e as peractual roun! con!itions3

,3+mall e*uipments li)e el!in sets pumps iratorspneumatic tools portale lamps fire e"tinuishers hosepipes etc3 hae not een inclu!e! as the same are coere!as items of minor 9&P un!er oerhea! chares3

Sand Ai**in+ in He**s comp*ete as per Dra,in+ andTecnica* Specifications.

1200 G1<00

ro#idin+ Stee* iner 10 mm tic3 for Cur!s and 8 mmtic3 for Steinin+ of He**s inc*udin+ Aa!ricatin+ andSettin+ out as per Detai*ed Dra,in+.

8/17/2019 SOR-2014-15 (Folder-2).xls


320


Ref. toMoRT

Spec.

RearGsnut re;.

Mate #a) 0.68 01.35 664.84 LB06

.itter #a) 7.33 62.64 0864.58 LB3

Blac)smith #a) 1.33 63.44 0388.41 LB30

<el!er #a) 1.33 628.64 0050.81 LB36

Ma!oor #a) 03.33 055.35 0553.53 LB02

6886.74

c) "#eread car+es $ 0.2 on %a&!) 08621.7



say 782"6.00

12.29

i*e diameter?=0 mm

Unit = mete


a) Materia*s

PCC Gra!e M%5 <uI 7.76 185.33 27678.27



hour 7.33 1362.3 2302.8 -MB327

hour 3.13 121.33 675.13 -MB302


4oa!er : cum uc)et capacity3 hour 3.23 00.33 217.83 -MB305

hour 3.23 52.33 670.43 -MB38

Bentonite k! 233.33 6.68 752.84 MB350

c) a!our


Ma!oor #a) 2.13 055.35 704.51 LB02

d) "#eread car+es $ 0.2 on %!&c) 31.7


Cost for 15 m K a@@c@!@!@e 3527.15


say 5382.00

12.2-


Unit = mete


a) Materia*s

PCC Gra!e M%5 <uI 5.1 185.33 82336.23



hour 7.33 1362.3 2302.8 -MB327

6lectro!es cuttin as an! other consumales 5 per

cent on cost a #a$ aoe3

1100 G

1=00


Reinforcement comp*ete as per Dra,in+ and Tecnica*Specifications and remo#a* of eca#ated eart ,it a***ifts and *ead upto 1000 m.

CteI 06.00:?= %v




9ate %n<lu#e#

%n p%l%n! r%!


1100F1800 G 1=00


Reinforcement comp*ete as per Dra,in+ and Tecnica*Specifications and remo#a* of eca#ated eart ,it a**


CteI 06.00:?= %v

8/17/2019 SOR-2014-15 (Folder-2).xls


321


Ref. toMoRT

Spec.

RearGsnut re;.

hour 3.13 121.33 675.13 -MB302



hour 3.83 52.33 284.63 -MB38

Bentonite k! 213.33 6.68 51.58 MB350

c) a!our


Ma!oor #a) 8.33 055.35 53.6 LB02

d) "#eread car+es $ 0.2 on %!&c) 0.13


Cost for 10 m K a@@c@!@!@e 324.35


say 8804.00

12.2


Unit = mete

Taking output = " m

a) Materia*s

PCC Gra!e M%5 <uI 03.05 185.33 11500.67



hour 7.33 1362.3 2302.8 -MB327

hour 3.13 121.33 675.13 -MB302



hour 3.13 52.33 827.13 -MB38

Bentonite k! 21.33 6.68 78.26 MB350

c) a!our


Ma!oor #a) 8.13 055.35 547.6 LB02

d) "#eread car+es $ 0.2 on %!&c) 66.52


Cost for m K a@@c@!@!@e 030677.6

Rate per metre %a&!&c&d&e)(< 00610.0

say 11252.00

12.28

i*e diameter ? =0 mm

Unit = ?unning mete


a) Materia*s

PCC Gra!e M%5 <uI 05.77 185.33 47580.8





1100 G1=00

6ored cast?in?situ M9 +rade R.C.C. i*e ec*udin+Reinforcement comp*ete as per Dra,in+ and Tecnica*Specifications and remo#a* of eca#ated eart ,it a**


CteI 06.00:?= %v


ire an! runnin chares of hy!raulic pilin ri ith

poer unit an! complete accessories inclu!in shiftinfrom one ore location to another3




1100 G

1=00



CteI 06.00:?= %v

8/17/2019 SOR-2014-15 (Folder-2).xls


322


Ref. toMoRT

Spec.

RearGsnut re;.

i$ C3:3 shoes for the pile ! 073.33 17.24 4360.7 MB33

ii$ M3+3 clamps for shoe %5 per pile of 15 m ! 53.33 77.20 8780.27 MB068

! 13.33 10.07 611.62 MB052

c) Macinery

hour 7.33 1362.3 2302.8 -MB31

hour 3.13 144.83 644.53 -MB353

d) a!our


Ma!oor #a) 2.33 055.35 120.60 LB02



Cost for '0 m K a@@c@!@e 070714.04

Rate per metre %a&!&c&d&e)(-0 8380.8

say 4041.00

Note

12.2=


Unit = ?unning mete


a) Materia*s

PCC Gra!e M%5 <uI 62.11 185.33 064337.43




! 13.33 10.07 611.62 MB052

c) Macinery

hour 7.33 1362.3 2302.8 -MB31

hour 3.13 144.83 644.53 -MB353

hour 3.13 121.33 675.13 -MB302

d) a!our


Ma!oor #a) 8.33 055.35 53.6 LB02



Cost for %0 m K a@@c@!@e 048187.35


say 6485.00


ire an! runnin chares of pilin ri :nclu!in !oule

actin pile !riin hammer complete ith poer unit an!accessories33



23:n case steel linin is inclu!e! in the !esin for !rien cast-in-situ pile an! is planne! to e retaine! the same may einclu!e! in the rate analysis3 :n case the temporary steelcasin use! !urin castin is planne! to e remoe! ana!!itional cost 0350 per cent of cost of concrete may eproi!e! to coer its usae3

1100 G

1=00



CteI 06.00:?= %v





ire an! runnin chares for liht crane for loerinreinforcement cae3

8/17/2019 SOR-2014-15 (Folder-2).xls


323


Ref. toMoRT

Spec.

RearGsnut re;.

Note

12.2>


Unit = ?unning mete

Taking output = #0 mete

a) Materia*s

PCC Gra!e M%5 <uI 66.70 185.33 06215.1




iii$ +teel helmet on top of casin hea! !urin !riin ! 13.33 10.07 611.62 MB052

c) Macinery

hour 7.33 1362.3 2302.8 -MB31

hour 3.13 144.83 644.53 -MB353

d) a!our


Ma!oor #a) 8.13 055.35 547.6 LB02



Cost for 20 m K a@@c@!@e 04011.57


say "458.00

Note

12.2<


Unit = ?unning ete


a) Materia*s

;CC Gra!e M%5 <uI 00.5 1041.33 70045.03


a$ C3: +hoes ! 683.33 17.24 02126.12 MB33

$ M3+3 shoes ! 031.33 86.3 880.82 MB061


23:n case steel linin is inclu!e! in the !esin for !rien cast-in-situ pile an! is planne! to e retaine! the same may einclu!e! in the rate analysis3 :n case the temporary steelcasin use! !urin castin is planne! to e remoe! an

a!!itional cost 0350 per cent of cost of concrete may eproi!e! to coer its usae3

1100 G1=00

Dri#en cast?in?p*ace #ertica* M9 +rade R.C.C. i*eec*udin+ Reinforcement comp*ete as per Dra,in+ and GTecnica* Specification

CteI 06.00:?= %v





23:n case steel linin is inclu!e! in the !esin for !rien cast-in-situ pile an! is planne! to e retaine! the same may einclu!e! in the rate analysis3 :n case the temporary steel

casin use! !urin castin is planne! to e remoe! ana!!itional cost 0350 per cent of cost of concrete may eproi!e! to coer its usae3

1100 G1=00


Specification

CteI 06.00:= %v

8/17/2019 SOR-2014-15 (Folder-2).xls


324


Ref. toMoRT

Spec.

RearGsnut re;.

! 23.33 10.07 0128.48 MB052

c) Macinery

Crane20 t capacity hour 7.33 51.07 8503.47 -MB352


d) a!our


Ma!oor #a) 2.33 055.35 120.60 LB02

JQ@LA\





say #$%&U'(

Note

12.90

i*e Diameter ' =0 mm

Unit = ?unning ete


a) Materia*s

;CC Gra!e M%5 <uI 66.3 1041.33 008531.73


a$ C3:3 shoes ! 073.33 17.24 4360.7 MB33

$ M3+3 shoes ! 53.33 86.3 6481.76 MB061

! 83.33 10.07 6387.14 MB052

c) Macinery

Crane '0 9 capacity hour 7.33 0077.83 744.83 -MB358


d) a!our


Ma!oor #a) 8.33 055.35 53.6 LB02

JQ@LA\





say #$%&U'(

Note

12.91


Unit = ?unning ete


a) Materia*s





1100 G1=00


Specification

CteI 06.00:= %v






1100 G

1=00Dri#en precast #ertica* M9 +rade R.C.C. i*es ec*udin+Reinforcement comp*ete as per Dra,in+ and G Tecnica*

Specification

8/17/2019 SOR-2014-15 (Folder-2).xls


325


Ref. toMoRT

Spec.

RearGsnut re;.

;CC Gra!e M%5 <uI 20.83 1041.33 072062.33


a$ C3:3 shoes for the pile ! 073.33 17.24 4360.7 MB33

$ M3+3 shoes %5 per pile of 15 m! 53.33 86.3 6481.76 MB061

! 13.33 10.07 611.62 MB052

c) Macinery

Crane 50 t capacity3 hour 7.33 0057.06 5317.56 -MB300


d) a!our


Ma!oor #a) 1.33 055.35 1.21 LB02

JQ@LA\





say #$%&U'(

Note

12.92


Unit = ?unning ete


a) Materia*s

;CC Gra!e M-%5

<uI 1.83 1041.33 6312.33


a$ C : shoes k! 683.33 17.24 02126.12 MB33

$ M3 + shoes k! 031.33 86.3 880.82 MB061

! 23.33 10.07 0128.48 MB052

c) Macinery

Crane 10 tonne capacity hour 7.33 765.8 2578. -MB350


d ) a!our


Ma!oor #a) 2.33 055.35 120.60 LB02

JQ@LA\




Rate per metre %a&!&c&d&e&f)(80 JQ@LA\say #$%&U'(

Note

CteI 06.00:= %v






1100G1=00



CteI 06.00:= %v

8/17/2019 SOR-2014-15 (Folder-2).xls


326


Ref. toMoRT

Spec.

RearGsnut re;.

12.99


Unit = ?unning ete


a) Materia*s

;CC Gra!e M-%5

<uI 06.13 1041.33 78425.13


a$ C : shoes k! 073.33 17.24 4360.7 MB33

$ M3 + shoes k! 53.33 86.3 6481.76 MB061

! 23.33 10.07 0128.48 MB052

c) Macinery

Crane 20 tonne capacity hour 7.33 51.07 8503.47 -MB352


d ) a!our


Ma!oor #a) 8.33 055.35 53.6 LB02

JQ@LA\





say #$%&U'(

Note

12.9-

Si:e of pi*e ? =0 mm =0 mm

Unit = ?unning ete


a) Materia*s

;CC Gra!e M-%5

<uI 66.13 1041.33 0075.13

! ) Materia*

Pile shoes

a$ C : shoes k! 073.33 17.24 4360.7 MB33

$ M3 + shoes k! 53.33 86.3 6481.76 MB061

! 23.33 10.07 0128.48 MB052

c) Macinery

Crane 20 tonne capacity hour 7.33 51.07 8503.47 -MB352


d ) a!our


Ma!oor #a) 8.13 055.35 547.6 LB02

JQ@LA\


1100G1=00



CteI 06.00:= %v


8iratin Pile !riin hammer complete ith poer unit

an! accessories3



1100

G1=00


;ate for concrete may e a!opte! same as for ottomplu i!e item no3 1%311# . $ #:8$

CteI 06.00:= %v

8/17/2019 SOR-2014-15 (Folder-2).xls


327


Ref. toMoRT

Spec.

RearGsnut re;.




say #$%&U'(

Note

12.9

Unit = ?unning ete


a) Materia*s

tonne& 7.38 87165.22 60361.34 MB054

!) Macinery

Crane 10 9 capacity hour 7.33 765.8 2578. -MB350


c) a!our


Ma!oor #a) 2.33 055.35 120.60 LB02

JQ@LA\



Cost for 70 m K a@@c@!@e JQ@LA\

Rate per metre %a&!&c&d&e)(=0 JQ@LA\

say #$%&U'(

12.98

Unit = ?unning ete


a) Materia*s

tonne& 1.2 87165.22 650618.21 MB054

!) Macinery

Crane 10 9 capacity hour 7.33 765.8 2578. -MB350


c) a!our


Ma!oor #a) 2.13 055.35 704.51 LB02

JQ@LA\



Cost for ,0 m K a@@c@!@e JQ@LA\

Rate per metre %a&!&c&d&e)(80 JQ@LA\

say #$%&U'(

12.9= 1100

Unit = 1 T

9he *uantity of concrete re*uire! to e remoe! aoe the!esine! top leel of concrete if any ill e proi!e! for in

the rate analysis31100F1<00




8iratin Pile !riin hammer complete ith poer unitan! other accessories3

A!! 035 per cent of #a@@c$ for proi!in steelhelmet on top of pile hea! !urin !riin stac)in ofpiles at site proi!in anti-corrosion treatment an! otherimpon!erales !urin installation3

1100G1<00





A!! 035 per cent of #a@@c$ for proi!in steelhelmet an! cushion loc) on top of pile hea! !urin!riin stac)in of piles at site proi!in anti-corrosietreatment an! other impon!erales !urin installation3

i*e oad Test on sin+*e Eertica* i*e in accordance ,itS@2<11%art?E)

8/17/2019 SOR-2014-15 (Folder-2).xls


328


Ref. toMoRTSpec.

RearGsnut re;.

Taking output = 1 T

a$ :nitial an! routine loa! test tonne 0.33 233.33 233.33

$ 4ateral loa! test tonne 0.33 1333.33 1333.33

Note 5300.00

12.9>

7 RCC 4rade M20

Unit = cum


%i) Usin+ Concrete Mier

a) Materia*

Cement tonne 1.06 154.85 64786.00 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.43 01.35 077.17 LB06

Mason #a) 0.13 63.44 202.84 LB03

Ma!oor for concretin #a) 63.33 055.35 2180.83 LB02

#a) 0.33 055.35 055.35 LB02

c) Macinery


Generator #capacity %% 8A$ hour 7.33 286.27 6318.07 -MB354

0476.75





say 4678.00

12.9>7 %ii) Usin+ 6atcin+ *antF Transit Mier and Concrete ump

a) Materia*

Cement tonne 1.06 154.85 64786.00 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB338

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.07 01.35 64.70 LB06

Mason #a) 3.2 63.44 54.86 LB03


#a) 0.33 055.35 055.35 LB02

c) Macinery




9ransit Mi"er # capacity '30 cu3m $4ea! upto 1 m hour 6.33 18.11 0534.03 -MB384



0428.33

Althouh this item is inci!ental to or) an! is not re*uire! toe inclu!e! in B>D of contract the same is re*uire! to ea!!e! in the estimate to assess cost of or)3

1100F100

G1=00

Cement Concrete for Reinforced Concrete in i*e Capcomp*ete as per Dra,in+ and Tecnica* Specification


.ormor) ' per cent on cost of concrete i3e3 cost of

a$ Material $ 4aour an! c$ Machinery


Lea# (0kI -MB

8/17/2019 SOR-2014-15 (Folder-2).xls


329


Ref. toMoRTSpec.

RearGsnut re;.





say 460".00

Note

12.9> 6 RCC 4rade M2

Unit = cum



a) Materia*

Cement tonne 1.44 154.85 2875.41 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.43 01.35 077.17 LB06

Mason #a) 0.13 63.44 202.84 LB03


#a) 0.33 055.35 055.35 LB02

c) Macinery



6078.08





say 5158.00

12.9>6 %ii) Usin+ 6atcin+ *antF Transit Mier and Concrete ump

a) Materia*

Cement tonne 1.44 154.85 2875.41 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB338

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.07 01.35 64.70 LB06

Mason #a) 3.2 63.44 54.86 LB03


#a) 0.33 055.35 055.35 LB02

c) Macinery





4ea! upto 1 m hour 6.33 18.11 0534.03 -MB384

4ea! eyon! 1 m 4 - lea! in ilometertonne.kI 25.1L 8.26 076.33


6012.51







Lea# (0kI -MB

8/17/2019 SOR-2014-15 (Folder-2).xls


330


Ref. toMoRTSpec.

RearGsnut re;.



say 5133.00

Note

12.9> C RCC 4rade M90

Unit = cum



a) Materia*

Cement tonne 7.03 154.85 21201.54 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.43 01.35 077.17 LB06

Mason #a) 0.13 63.44 202.84 LB03


#a) 0.33 055.35 055.35 LB02

c) Macinery



604.76





say 521".00

B12.9>C %ii) Usin+ 6atcin+ *antF Transit Mier and Concrete ump

a) Materia*

Cement tonne 7.03 154.85 21201.54 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB338

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.07 01.35 64.70 LB06

Mason #a) 3.2 63.44 54.86 LB03


#a) 0.33 055.35 055.35 LB02

c) Macinery





4ea! upto 1 m hour 6.33 18.11 0534.03 -MB384



6073.41









Lea# (0kI -MB

8/17/2019 SOR-2014-15 (Folder-2).xls


331


Ref. toMoRTSpec.

RearGsnut re;.

say 5150.00

Note

12.9> D RCC 4rade M9

Unit = cum



a) Materia*

Cement tonne 7.22 154.85 27785.25 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB331

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.43 01.35 077.17 LB06

Mason #a) 0.13 63.44 202.84 LB03

Ma!oor #a) 63.33 055.35 2180.83 LB02

#a) 0.33 055.35 055.35 LB02

c) Macinery



6686.





say 5346.00

B12.9>D %ii) Usin+ 6atcin+ *antF Transit Mier and Concrete ump

a) Materia*

Cement tonne 7.22 154.85 27785.25 MB30

Coarse san! <uI 7.51 632.51 0251.28 MB338

20 mm Areate <uI .03 76.13 747.65 MB312

10 mm Areate <uI 1.83 711.73 2183.67 MB310

!) a!our

Mate #a) 3.07 01.35 64.70 LB06

Mason #a) 3.2 63.44 54.86 LB03


#a) 0.33 055.35 055.35 LB02

c) Macinery





4ea! upto 1 m hour 6.33 18.11 0534.03 -MB384



6626.84





say 5321.00



etc3



etc3

Lea# (0kI -MB

8/17/2019 SOR-2014-15 (Folder-2).xls


332


Ref. toMoRTSpec.

RearGsnut re;.

12.9< e#e**in+ Course for i*e cap

Unit = cum



Coarse san! <uI 7.51 632.51 0251.28 MB331

'0 mm areate <uI .03 51.21 7086.75 MB311

20 mm Areate <uI 8.31 76.13 2842.02 MB312

10 mm Areate <uI 0.21 711.73 1.37 MB310

!) a!our

Mate #a) 3.7 01.35 014.07 LB06

Mason #a) 0.13 63.44 202.84 LB03

Ma!oor #a) 63.33 055.35 2180.83 LB02

c) Macinery







say 3"55.00

12.-0 1800

Unit = 1 T

Taking output = 1 T

a) Materia*+( ars inclu!in5 per cent oerlaps an! astae tonne 0.31 87314.32 8270.4 MB36

Bin!in ire ! 7.33 76.16 251.08 MB356

Mate #a) 3.83 01.35 58.32 LB06

Blac)smith #a) 6.33 628.64 87.1 LB36

Ma!oor #a) 7.33 055.35 0376.86 LB02

c) "#eread car+es $ 0.2 on %a&!) 0611.18



say 6"220.00

12.-1 1800

Unit = 1 T

Taking output = 1 T

a) Materia*

M+ ars inclu!in 5 per cent oerlaps an! astae tonne 0.31 8743.74 10061.66 MB067

Bin!in ire ! 7.33 76.16 251.08 MB356

Mate #a) 3.82 01.35 54.1 LB06

Blac)smith #a) 6.61 628.64 165.01 LB36Ma!oor #a) 7.13 055.35 0013.47 LB02

c) "#eread car+es $ 0.2 on %a&!) 02208.10



1100G1=00

ro#idin+ and *ayin+ of CC M1 *e#e**in+ course 100mmtic3 !e*o, te pi*e cap.

Supp*yin+F Aittin+ and *acin+ un?coated ISD !arReinforcement in Aoundation comp*ete as per Dra,in+and Tecnica* Specifications.


Supp*yin+F fittin+ and p*acin+ un?coated Mi*d stee*reinforcement comp*ete in foundation as per dra,in+ andtecnica* specification

8/17/2019 SOR-2014-15 (Folder-2).xls



Ref. toMoRTSpec.

RearGsnut re;.

say 73230.00

8/17/2019 SOR-2014-15 (Folder-2).xls


'

C7T/R?19

SUB*S'RU'UR%


19.1

Unit = cum


a) Materia*

Bric)s :st class each 500300 '3%% 21,'32 M-07

cum 032' %%%%300 732 :tem 123, #A$

!) a!our

Mate !ay 030, 15307 11310 4-12

Mason !ay 030 2%'32 173'% 4-11

Ma!oor !ay 030 177307 1'13,, 4-1%

1,5322

c) "#eread car+es $ 0.2 on %a&!) ,73'0

d) ContractorBs profit $ 0.1 on %a&!&c) '%%370

Rate per cum %a&!&c&d) '770372

say 4771.00

19.2

Unit = 10 s$m


a) Materia*

Cement mortar 1E% #;ate as in :tem 123, $ cum 030% %%%%300 3 :tem 123, #A$

!) a!our

Mate !ay 030' 15307 73'0 4-12

Mason !ay 0350 2%'32 117315 4-11

Ma!oor !ay 0350 177307 35' 4-1%

c) "#eread car+es $ 0.2 on %a&!) 7327


Rate per 10 sqm %a&!&c&d) '%03'

say 430.00

Note +caffol!in is alrea!y inclu!e! in item 1%31

19.9

Unit = 10 s$m


a) Materia*

Cement mortar 1E% #;ate as in :tem 123,$ cum 031'' %%%%300 '735 :tem 123, #A$

!) a!our

Mate !ay 030' 15307 73'0 4-12

Mason !ay 0350 2%'32 117315 4-11

Ma!oor !ay 0350 177307 35' 4-1%

c) "#eread car+es $ 0.2 on %a&!) 17%32,

d) ContractorBs profit $ 0.1 on %a&!&c) ,3,%

Rate per 10 sqm %a&!&c&d) 5232

say "53.00

Note 13+caffol!in is alrea!y inclu!e! in item no3 1%31

19.-

7 Random Ru!!*e Masonry


Unit = cum


a) Materia*

+tone cum 1300 %5372 %5372 M-1'

9hrouh an! on! stone Io 7300 ,30, '23% M-12

#7no3"032'm"032'm"03%m K 031, cu3m$

Cement mortar 1E% #;ate as in :tem 123,$ cum 03%% %%%%300 103 :tem 123, #A$

!) a!our

Mate !ay 0310 15307 1351 4-12

Mason !ay 1320 2%'32 21315 4-11

Ma!oor !ay 1320 177307 2123' 4-1%

100371

c) "#eread car+es $ 0.2 on %a&!) 52371

d) ContractorBs profit $ 0.1 on %a&!&c) 2,'3%,

Rate per cum %a&!&c&d) 20732

say #"08.00

Ref. toMoRTSpec.

Remar3s(nput ref.

1900 G2200

6ric3 masonry ,or3 in 1@9 in su!?structure comp*eteec*udin+ pointin+ and p*asterin+F as per dra,in+ andTecnica* Specifications

Cement mortar 1E% #;ate as in :tem 123, A su-analysis$

A!! for scaffol!in 5 per cent of cost of materialan! laour

1900 G2200

ointin+ ,it cement mortar %1@9 ) on !ric3 ,or3 insu!structure as per Tecnica* Specifications

1900 G2200

*asterin+ ,it cement mortar %1@9 ) on !ric3 ,or3 insu!?structure as per Tecnica* Specifications

239he numer of masons an! Ma!oors alrea!y catere! inthe cement mortar hae een ta)en into account hileproi!in these cateories in ric) masonry pointin an!plasterin3

1-00 G2200

Stone masonry ,or3 in cement mortar 1@9 forsu!structure comp*ete as per dra,in+ and Tecnica*Specifications

A!! for scaffol!in 5 per cent of cost of a$Material an! $ 4aour

8/17/2019 SOR-2014-15 (Folder-2).xls


'


Remar3s(nput ref.

19.- 6 Coursed ru!!*e masonry %first sort )

Unit = cum


a) Materia*

+tone cum 1310 %5372 %53, M-1'

9hrouh an! on! stone each 7300 ,30, '23% M-12

#7no3"032'm"032'm"03%m K 031, cu3m$

Cement mortar 1E% #;ate as in :tem 123,$ cum 03%0 %%%%300 30 :tem 123, #A$

!) a!our

Mate !ay 0312 15307 22321 4-12

Mason !ay 1350 2%'32 %513'' 4-11

Ma!oor !ay 1350 177307 2,53,1 4-1%

10%3,

c) "#eread car+es $ 0.2 on %a&!) 5'5327

d) ContractorBs profit $ 0.1 on %a&!&c) 2723,'


say #""".00

19.- C 7s*ar masonry % first sort )

*ain as*arUnit = cum


a) Materia*

+tone cum 1311 %,032' %37 M-1,

9hrouh an! on! stone each 7300 ,30, '23% M-12

#7no3"032'm"032'm"03%m K 031, cu3m$

Cement mortar 1E% #;ate as in :tem 123,$ cum 03%% %%%%300 103 :tem 123, #A$

!) a!our for masonry ,or3

Mate !ay 0320 15307 %7301 4-12

Mason !ay 2350 2%'32 5537% 4-11

Ma!oor !ay 2350 177307 ''23, 4-1%

1%03%

c) "#eread car+es $ 0.2 on %a&!) ,'3'

d) ContractorBs profit $ 0.1 on %a&!&c) %'232'

Rate per cum %a&!&c&d) %7,'3,7

say 3765.00

Note

19.

Unit = cum


7 CC 4rade M1

%p) ei+t upto m

27300 :tem 123 #A$

d) form,or3

10300 2370

e) "#eread car+es $ 0.2 on %a&!&c&d) 7%3%

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) %,3,

Rate per cum %a&!&c&d&e&f) '%,,35

say 4367.00

19. 6 CC 4rade M20

%p) ei+t upto m

%277300

d) form,or3

10300 %27370

e) "#eread car+es $ 0.2 on %a&!&c&d) 01 1

A!! for scaffol!in 5 per cent of cost of materialan! laour

A!! for scaffol!in 5 per cent of cost of a$Material an! $ 4aour

9he laour alrea!y consi!ere! in the cement mortar haeeen ta)en into account hile proi!in these cateories inthe stone masonry or)s3

100F1=00 G2200

*ain(Reinforced cement concrete in su!?structurecomp*ete as per dra,in+ and Tecnica* Specifications

+ame as :tem 123 #A$ upto 5 m heiht e"cept for formor) hich shall e 10 per cen t instea! of ' per cent of cost ofmaterial laour an! machinery3

er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %7)

A!! 10 per cent of cost of material laour an!machinery #a@@c$ for .ormor)

+ame as :tem 123 #B$ upto 5 m heiht e"cept for formor) hich shall e 10 per cen t instea! of ' per cent of cost ofmaterial laour an! machinery3

er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %6)

:tem 123 #B$PCC


8/17/2019 SOR-2014-15 (Folder-2).xls


'


Remar3s(nput ref.

19. C CC 4rade M2

%p) ei+t upto m

Usin+ concrete Mier

%57300 :tem 123 #($

d) form,or3

10300 %5370

e) "#eread car+es $ 0.2 on %a&!&c&d) 31

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ''35

Rate per cum %a&!&c&d&e&f) 5''03',

say 5440.00

Hit 6atcin+ *antF Transit Mier and Concrete ump

%5%300 :tem 123 #($

d) form,or3

10300 %5%30


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ',3'

Rate per cum %a&!&c&d&e&f) 5%5132%

say 5351.00

19. C %q) ei+t m to 10m

Usin+ concrete Mier

%57300 :tem 123 #($

d) form,or3

12300 '%13,'

2300 713'


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 512357

Rate per cum %a&!&c&d&e&f) 5,%3%0

say 5638.00


%5%300 :tem 123 #($

d) form,or3

12300 '2'35,

2300 7037,

e) "#eread car+es $ 0.2 on %a&!&c&d) 1003%%

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 50'317

Rate per cum %a&!&c&d&e&f) 55'532

say 5546.00

19. C %r) ei+t a!o#e 10m

Usin+ concrete Mier

%57300 :tem 123 #($

d) form,or3

15300 5%355

'300 1'%3

+ame as :tem 123 #($ upto 5 m heiht ith the only chanethat the proision of form or) shall e 10 per cent instea!of %375 per cent of cost of material laour an! machinery3

Case

er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %D) Case


19. C%p)

Case



+ame as :tem 123 #($ ith the folloin chanesE #i$ A!! 2per cent of cost of material 4aour an! machinerye"clu!in form or) to cater for e"tra lift3 #ii$ 9he proision ofform or) shall e 12 per cent instea! of %375 per cent ofcost of material laour an! machinery

Case



A!! 2 per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift

19. C

%q)

Case




+ame as :tem 123 #($ ith the folloin chanesE #i$ A!! '

per cent of cost of material laour an! machinery e"clu!inform or) to cater for e"tra lift3 #ii$ 9he proision of form or)shall e 15 per cent instea! of %375 per cent of cost ofmaterial laour an! machinery3

Case



A!! ' per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift

8/17/2019 SOR-2014-15 (Folder-2).xls


'


Remar3s(nput ref.


%5%300 :tem 123 #($

d) form,or3

15300 5%0370

'300 1'1352

e) "#eread car+es $ 0.2 on %a&!&c&d) 105235,

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 52,32

Rate per cum %a&!&c&d&e&f) 57305

say 578".00

19. D CC 4rade M90

%p) ei+t upto m

Usin+ concrete Mier

%,%2300 :tem 123 #.$

d) form,or3

10300 %,%320


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '3'0

Rate per cum %a&!&c&d&e&f) 5'%3'0

say 54"3.00


%5,300 :tem 123 #.$

d) form,or3

10300 %5,30

e) "#eread car+es $ 0.2 on %a&!&c&d) 13'

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '037'

Rate per cum %a&!&c&d&e&f) 5%311

say 53"8.00

19. D %q) ei+t m to 10m

Usin+ concrete Mier

%,%2300 :tem 123 #.$

d) form,or3

12300 '%53'

2300 723,'

e) "#eread car+es $ 0.2 on %a&!&c&d) 10%5312

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 51735,

Rate per cum %a&!&c&d&e&f) 5,%31,

say 56"3.00


%5,300 :tem 123 #.$

d) form,or3

12300 '232

2300 713%



Rate per cum %a&!&c&d&e&f) 55'3'1

say 55"4.00

19 D %r) ei+t a!o#e 10m

19. C%r)

Case



A!! ' per cent of cost of material 4aour an!

machinery e"clu!in formor) to cater for e"tra lift

+ame as :tem 123 #.$ upto 5 m heiht ith the only chanethat the proision of form or) shall e 10 per cent instea!of %350 per cent of cost of material laour an! machinery3

Case

er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %A) Case


19. D%p)

Case



+ame as :tem 123 #.$ ith the folloin chanesE #i$ A!! 2per cent of cost of material 4aour an! machinerye"clu!in form or) to cater for e"tra lift3 #ii$ 9he proision ofform or) shall e 12 per cent instea! of %350 per cent ofcost of material laour an! machinery3

Case




19. D%q)

Case




8/17/2019 SOR-2014-15 (Folder-2).xls


'


Remar3s(nput ref.

Usin+ concrete Mier

%,%2300 :tem 123 #.$

d) form,or3

15300 5''30

'300 1'532


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5'032,

Rate per cum %a&!&c&d&e&f) 5'23,

say 5"43.00


%5,300 :tem 123 #.$

d) form,or3

15300 5%53%5

'300 1'237,

e) "#eread car+es $ 0.2 on %a&!&c&d) 10,137

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5%03

Rate per cum %a&!&c&d&e&f) 5%37

say 5840.00

19. / RCC 4rade M20

%p) ei+t upto m

Usin+ concrete Mier

%27300 :tem 123 #C$

d) form,or310300 %2370

e) "#eread car+es $ 0.2 on %a&!&c&d) 0,3,

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '5%3%'

Rate per cum %a&!&c&d&e&f) ',371

say 4"87.00


%2%'300 :tem 123 #C$

d) form,or3

10300 %2%3'0


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '''3,

Rate per cum %a&!&c&d&e&f) '13'%

say 48"1.00

19. / %q) ei+t m to 10m

Usin+ concrete Mier

%27300 :tem 123 #C$

d) form,or3

12300 %53,'

2300 ,53'

e) "#eread car+es $ 0.2 on %a&!&c&d) %3,5

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ',32

Rate per cum %a&!&c&d&e&f) 51,305

say 5168.00


%2%' 00 :tem 12 #C$

Case



A!! ' per cent of cost of material 4aour an!

machinery e"clu!in formor) to cater for e"tra lift

19. D%r)

Case




+ame as :tem 123 #C$ upto 5 m heiht e"cept for formor) hich shall e 10 per cen t instea! of ' per cent of cost ofmaterial laour an! machinery3

Case

er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %C) Case


19. /%p)

Case


A!! 10 per cent of cost of material laour an!

machinery #a@@c$ for .ormor)

.or heiht upto 10m a!! 2 per cent of cost as aoee"clu!in formor)3 .or cost of formor) a!! 12 per cent ofcost of material laour an! machinery instea! of ' per cent 3

Case




19. /%q)

Case

er Cum 6asic Cost of a!ourF Materia* G Macinery

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'


Remar3s(nput ref.


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ',035

Rate per cum %a&!&c&d&e&f) 50,3%0

say 506".00

19. / %r) ei+t a!o#e 10m

Usin+ concrete Mier

%27300 :tem 123 #C$

d) form,or3

15300 ''355

'300 1%13


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '03'%

Rate per cum %a&!&c&d&e&f) 5%'372say 53"5.00


%2%'300 :tem 123 #C$

d) form,or3

15300 '5310

'300 123%,

e) "#eread car+es $ 0.2 on %a&!&c&d) ,2312

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '130,

Rate per cum %a&!&c&d&e&f) 5213,%

say 5#"#.00

19. A RCC 4rade M2

%p) ei+t upto m

Usin+ concrete Mier

%,21300 :tem 123 #6$

d) form,or3

10300 %,2310


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '73

Rate per cum %a&!&c&d&e&f) 5'7,37,

say 5477.00


%5,0300 :tem 123 #6$

d) form,or3 (:; use! item

10300 %5,300



Rate per cum %a&!&c&d&e&f) 5%'350say 5385.00

19. A %q) ei+t m to 10m

Usin+ concrete Mier

%,21300 :tem 123 #6$

d) form,or3

1130 '2732

+ame as :tem 123 #C$ ith the folloin chanesE #i$ A!! 'per cent of cost of material laour an! machinery e"clu!in

form or) to cater for e"tra lift3 #ii$ 9he proision of form or)shall e 15 per cent instea! of ' per cent of cost ofmaterial laour an! machinery3

Case




19. /%r)

Case




+ame as :tem 123 #6$ upto 5m heiht e"clu!in formor)3.or cost of formor) a!! 10 per cent of cost of materiallaour an! machinery instea! of %375 per cent 3

Case

er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %/) Case


19. A%p)

Case



.or heiht upto 10m a!! 13 per cent of cost as aoee"clu!in formor)3 .or cost of formor) a!! 113 per centof cost of material laour an! machinery

Case


A!! 113 per cent of cost of material laour an!

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'


Remar3s(nput ref.

e) "#eread car+es $ 0.2 on %a&!&c&d) 1023%,


Rate per cum %a&!&c&d&e&f) 5,5,300

say 5656.00


%5,0300 :tem 123 #6$


1130 '2030

130 ,'30

e) "#eread car+es $ 0.2 on %a&!&c&d) 101130'


Rate per cum %a&!&c&d&e&f) 55,0372

say 5561.00

19. A %r) ei+t a!o#e 10m

Usin+ concrete Mier

%,21300 :tem 123 #6$

d) form,or3

15300 5'%315

'300 1''3'


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5%3,2

Rate per cum %a&!&c&d&e&f) 52'3,

say 5"#5.00


%5,0300 :tem 123 #6$


15300 5%'300

'300 1'23'0




say 58#5.00

19. 4 RCC 4rade M90%p) ei+t upto m

Usin+ concrete Mier

%,'0300 :tem 123 #G$

d) form,or3

10300 %,'300




say 5506.00


%50300 :tem 123 #G$

d) form,or3

10300 %5300

e) "#eread car+es $ 0.2 on %a&!&c&d) '350


Rate per cum %a&!&c&d&e&f) 5'1' 75

19. A%q)

Case




.or heiht aoe 10m a!! ' per cent of cost as aoee"clu!in formor)3 .or cost of formor) a!! 15 per cent ofcost of material laour an! machinery

Case




19. A%r)

Case




+ame as :tem 123 #G$ upto 5m heiht e"clu!in formor)3.or cost of formor) a!! 10 per cent of cost of materiallaour an! machinery instea! of %35 per cent 3

Case

er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %4) Case


19. 4%p)

Case

er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %4) Case


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Remar3s(nput ref.


10300 %530A!! 10 per cent of cost of material laour an!machinery #a@@c$ for .ormor)

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'


Remar3s(nput ref.

e) "#eread car+es $ 0.2 on %a&!&c&d) 10,132%

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5%03,1

Rate per cum %a&!&c&d&e&f) 5%,37'

say 5837.00

19. %q) ei+t m to 10m -12.00

Usin+ concrete Mier

%72300

d) form,or3

11300 '1031

13'0 52321

e) "#eread car+es $ 0.2 on %a&!&c&d) 10'735


Rate per cum %a&!&c&d&e&f) 57,%317

say 5763.00


%5300 :tem 123 #$

d) form,or3

11300 '2'3'

13'0 5'30%

e) "#eread car+es $ 0.2 on %a&!&c&d) 10'3%


Rate per cum %a&!&c&d&e&f) 5,'30

say 5"64.00

19. %r) ei+t a!o#e 10m 90.00

Usin+ concrete Mier

%72300

d) form,or3

1%300 ''377

%300 11137


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5'0371Rate per cum %a&!&c&d&e&f) 5'737,

say 5"48.00


%5300 :tem 123 #$

d) form,or3

1%300 5013,7

%300 115377


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5535,

Rate per cum %a&!&c&d&e&f) ,155311

say 6155.00

5707.00

Note

.or heiht upto 10m a!! 13' per cent of cost as aoee"clu!in formor)3 .or cost of formor) a!! 11 per cent of

cost of material laour an! machinery 3Case

er Cum 6asic Cost of a!ourF Materia* G Macinery%a&!&c) of tem 12.> %) Case

:tem 123 #$Case :


A!! 13' per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift

19. %q)

Case



A!! 13' per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift

.or heiht aoe 10m a!! % per cent of cost as aoee"clu!in formor)3 .or cost of formor) a!! 1% per cent ofcost of material laour an! machinery

Case


:tem 123 #$Case :

A!! 1% per cent of cost of material laour an!machinery #a@@c$ for .ormor)

A!! % per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift

19. %r)

Case


A!! 1% per cent of cost of material laour an!machinery #a@@c$ for .ormor)

A!! % per cent of cost of material 4aour an!machinery e"clu!in formor) to cater for e"tra lift

9he asic components of this analysis are the same asthose of items 1%3 #A to $3 9he only chanes are as un!erE

a$ ;amps/+tairsE 6"tra e"pen!iture on structures hichare more than 5 m hih 2 per cent of cost for heiht upto10 m an! ' per cent for heihts aoe 10 m ill e inole!for approachin the or) spot y proi!in hiher ramp/staircase for use y the or)in parties3

$ 9he aoe mentione! percentaes hae een suitaly

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'


Remar3s(nput ref.

19.8 Section1800 G2200

Supp*yin+F fittin+ and p*acin+ ISD !ar reinforcement insu!?structure comp*ete as per dra,in+ and Tecnica*Specifications

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'


Remar3s(nput ref.

Output: T

Taking output = 1 T

a) Materia*

+( a rs inclu!in 5 per cen t oer laps an! astae tonne 1305 ',05 30% '%,13 M-02

Bin!in ire ) ,300 ,2352 %7531' M-072

Mate !ay 03%' 15307 ,232 4-12

Blac)smith !ay 2300 2%'32 ',35 4-02

Ma!oor !ay ,350 177307 11503, 4-1%

c) "#eread car+es $ 0.2 on %a&!) 12,0'30

d) ContractorBs profit $ 0.1 on %a&!&c) ,%023'5

Rate for per MT %a&!&c&d) ,%2,3%

say 6"3#7.00

19.=

Unit = T

Taking output = 1 T

a) Materia*M+ ars inclu!in 5 per cent oerlaps an! astae tonne 1305 ',03, 51125322 M-12,

Bin!in ire ) ,300 ,2352 %7531' M-072

Mate !ay 032 15307 5132 4-12

Blac)smith !ay 1350 2%'32 %513'' 4-02

Ma!oor !ay 5350 177307 7%3 4-1%

c) "#eread car+es $ 0.2 on %a&!) 1%213%

d) ContractorBs profit $ 0.1 on %a&!&c) ,,03,

Rate for per MT %a&!&c&d) 7270,357

say 7#707.00

19.>

Unit = 9os.


a) Materia*

AC pipe 100 mm !ia3 # inclu!in astae 5 per cent $ metre %1350 50 32 15%37% M-05,

M+ clamp each3 %0300 2'3%% 723 M-12%

each3 10300 530% 5032 M-05,/10

Cement mortar 1E% #;ate as in :tem 123,$ cum 0305 %%%%300 1,,3,5 :tem 123, #A$

!) a!our

Mate !ay 030% 15307 5355 4-12

Mason !ay 0350 2%'32 117315 4-11

Ma!oor !ay 0325 177307 ''327 4-1%

c) "#eread car+es $ 0.2 on %a&!) ,7'3%

d) ContractorBs profit $ 0.1 on %a&!&c) %%731

Cost for %0 m K a@@c@! %70307

Rate per No. %a&!&c&d)(90 12%3,'

say 1#4.00

Note

19.<

Unit = cum


7 4ranu*ar materia*

a) a!our


1800 G2200

Supp*yin+F fittin+ and p*acin+ Mi*d stee* reinforcementcomp*ete in su!?structure as per dra,in+ and Tecnica*Specification


2=08 G2200 ro#idin+ ,eep o*es in 6ric3 masonry(*ain(Reinforced concrete a!utmentF ,in+ ,a**( return ,a** ,it 100 mm dia 7C pipeF etendin+ trou+ te fu** ,idt of te structure ,it s*ope of 1E @20 to,ardsdra,in+ foce. Comp*ete as per dra,in+ and Tecnica*Specifications

Aerae lenth of eep hole is ta)en as one metre for thepurpose of estimatin3

collar for AC pipe #aerae$ ta)in 10F of aoe piperate

13 :n case of stone masonry the sie of the eep hole shalle 150 mm " 0 mm or circular ith 150 mm !iameter3

23 .or structure in stone masonry the eep holes shall e!eeme! to e inclu!e! in the item of stone masonry or)an! shall not e pai! separately3

=10.1.-.of

RC@=>G 2200

6ac3 fi**in+ !eind a!utmentF ,in+ ,a** and return ,a**comp*ete as per dra,in+ and Tecnica* Specification

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'


Remar3s(nput ref.


e) ContractorBs profit $ 0.1 on %a&!&c&d) '%,32

Cost for 10 cum of ranular ac)fill K a@@c@!@e '732%

Rate per cum ' %a&!&c&d&e)(10 '732

say 480.00

19.< 6 Sandy materia*

a) a!our

Mate !ay 032 15307 5132 4-12

Ma!oor for fillin aterin rammin etc3 !ay 7300 177307 12%3' 4-1%

!) Materia*

+an! cum 12300 1030 1%030' M-00,

c) Macinery

Plate compactor/poer rammer hour 2350 1'23 %573' P&M-0,

<ater 9an)er hour 030, 11132' ,3,7 P&M-0,0

d) "#eread car+es $ 0.2 on %a&!&c) 7'131%


Cost for 10 cum of san!y ac)fill K a@@c@!@e '07,320

Rate per cum ' %a&!&c&d&e)(10 '073,2

say 408.00

19.10

Unit = cum

Taking output = 10 cum.

a) a!our

Mate !ay 03%2 15307 5322 4-12

Ma!oor for fillin aterin rammin etc3 !ay 7300 177307 12%3' 4-1%Ma!oor #+)ille!$ !ay 1300 20,3 20,3 4-15

!) Materia*

cum 12300 ,1%300 7%5,300 M-012

c) Macinery

<ater 9an)er of , 4 capacity hour 030, 11132' ,3,7 P&M-0,0



cost for 10 cum of .iter Me!ia K a@@c@!@e 121'302

Rate per cum ' %a&!&c&d&e)(10 1213'0

say 1#1".00

19.11

?nitE one tonne capacity

Consi!erin a 250 tonne capacity earin for this analysis

a) a!our

Mate !ay 030, 15307 11310 4-12

Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15

Ma!oor !ay 1300 177307 177307 4-1%

!) Materia*

each3 1300 55%32 55%32 M-0,5

553%

c) "#eread car+es $ 0.2 on %a&!) 1'1%3''


cost for 250 tonnes capacity earin K a@@c@! 7003'

Rate per tonne capacity ' %a&!&c&d)(20 %1230'

say 31#.00

=10.1.-.of

RC@=>and2200

ro#idin+ and *ayin+ of Ai*ter media ,it +ranu*armateria*s(stone crused a++re+ates satisfyin+ terequirements *aid do,n in c*ause 20-.2.2. of MoRTspecifications to a tic3ness of not *ess tan 800 mm

,it sma**er si:e to,ards te soi* and !i++er si:eto,ards te ,a** and pro#ided o#er te entire surface!eind a!utmentF ,in+ ,a** and return ,a** to te fu**ei+t compacted to a firm condition comp*ete as perdra,in+ and Tecnica* Specification.

.ilter me!ia of stone areate conformin to clause250'32323 of Mo;9 specifications3

2000F1000 G2200

Supp*yin+F fittin+ and fiin+ in position true to *ine and*e#e* cast stee* roc3er !earin+ conformin+ to RC@ >9%t.?1) section and c*ause 2009 of MoRT specificationscomp*ete inc*udin+ a** accessories as per dra,in+ andTecnica* Specifications.

Cast steel roc)er earin assemly of 250 tonne!esin loa! capacity !uly painte! complete ith all itscomponents as per !rain an! specifications

A!! 1 per cent of cost of earin assemly forfoun!ation anchorae olts liftin arranementsrease an! other consumales3

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'


Remar3s(nput ref.

19.12



a) a!our

Mate !ay 030, 15307 11310 4-12

Ma!oor !ay 1300 177307 177307 4-1%

Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15

!) Materia*

each3 1300 %725,321 %725,321 M-0,7

%7235,

c) "#eread car+es $ 0.2 on %a&!) '0311

d) ContractorBs profit $ 0.1 on %a&!&c) '7'030,

cost for 250 tonnes capacity earin K a@@c@! 521'03,1

Rate per tonne capacity ' %a&!&c&d)(20 2035,

say #0".00

19.19



a) a!our

Mate !ay 030, 15307 11310 4-12

Ma!oor !ay 1300 177307 177307 4-1%

Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15

!) Materia*

each3 1300 L8A4?6N L8A4?6N M-0,

L8A4?6N

2000 F1000 G2200

Supp*yin+F fittin+ and fiin+ in position true to *ine and*e#e* for+ed stee* ro**er !earin+ conformin+ to RC@>9%t.?1) section and c*ause 2009 of MoRTspecifications comp*ete inc*udin+ a** accessories as perdra,in+ and Tecnica* Specifications.

.ore! steel roller earin of 250 tonne !esin loa!capacity !uly painte! complete ith all its componentsas per !rain an! specifications

A!! 1 per cent of cost of earin assemly forfoun!ation anchorae olts liftin arranementsrease an! other consumales3

2000 G2200

Supp*yin+F fittin+ and fiin+ in position true to *ine and*e#e* s*idin+ p*ate !earin+ ,it TA/ surface s*idin+ onstain*ess stee* comp*ete inc*udin+ a** accessories as perdra,in+ and Tecnica* Specifications and 6S@ -00Fsection <.1 G <.2 %for TA/) and c*ause 200- ofMoRT Specifications.

P9.6 sli!in plate earin assemly of 0 tonnes!esin loa! capacity !uly painte! complete ith all itscomponents as per !rain an! 9echnical+pecifications

A!! 1 per cent for foun!ation anchorae olts an!consumales3

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Remar3s(nput ref.

19.18

?nitE one tonne capacity %7320

a) a!our

Mate !ay 030 15307 1'31 4-12

Ma!oor !ay 1350 177307 2,53,1 4-1%

Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15

!) Materia*

each3 1300 %17523%, %17523%, M-0,

%17352

c) "#eread car+es $ 0.2 on %a&!) 11%3'5

d) ContractorBs profit $ 0.1 on %a&!&c) '05,372

cost for 250 tonnes capacity earin K a@@c@! '',2%3,

Rate per tonne capacity ' %a&!&c&d)(20 17350

say 178.00

2000 G2200

+upplyin fittin an! fi"in in position true to line an! leelP>9-P9.6 earin consistin of a metal piston supporte! ya !isc or unreinforce! elastomer confine! ithin a metalcylin!er sealin rins !ust seals P9.6 surface sli!inaainst stainless steel matin surface complete assemly toe of cast steel/faricate! structural steel metal an!elastomer elements to e as per :;CE % part-: & ::respectiely an! other parts conformin to B+E 5'00 section31 & 32 an! clause 200, of Mo;9 +pecifications

complete as per !rain an! approe! 9echnical+pecifications3

Consi!erin a Pot earin assemly of 250 tonne capacityfor this analysis3

Pot type earin assemly consistin of a metal pistonsupporte! y a !isc P9.6 pa!s proi!in sli!insurfaces aainst stainless steel matin toether ith

cast steel assemlies/faricate! structural steelassemlies !uly painte! ith all components as perclause 200, an! complete as per !rains an!9echnical +pecifications3

A!! 1 per cent of cost of earin assemly forfoun!ation anchorae olts an! consumales3

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268

C7T/R?1-

SU%R*S'RU'UR%


1-.1

7 RCC 4rade M20

Case Usin+ Concrete MierUnit = 1 cum


a) Materia*

Cement tonne 5312 573'7 2,'2311 M-01

Coarse san! cum ,375 20%375 1%753%' M-005

20 mm Areate cum 310 ,2350 ,,327 M-05%

10 mm Areate cum 53'0 ,553,0 %5'032, M-051

!) a!our

Mate !ay 03, 15307 1531, 4-12

Mason !ay 1350 2%'32 %513'' 4-11

Ma!oor !ay 20300 177307 %5'13'0 4-1%c) Macinery

Concrete mi"er #cap3 03'0/032 cum$ hour ,300 2113, 127030 P&M-00

Generator %% 8A hour ,300 %'23%, 205'31, P&M-07

-><21.00


%i) Aor so*id s*a! super?structureF 20?90 per cent of %a&!&c)

%p) ei+t upto m

'21300

d) Aorm,or3 and sta+in+ 20 per cent of %a&!&c) 20300 7'320

e) "#eread car+es $ 0.2 on %a&!&c&d) 1',7,3%0

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 7%%315


Rate per cum ' %a&!&c&d&e&f)(1 5%13%1

say 5381.00

%q) ei+t m to 10m

'21300

d) Aorm,or3 and sta+in+ 2 per cent of %a&!&c) 25300 122%0325


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 7,'%31

Cost for 15 cum K a@@c@!@e@f '0237

Rate per cum ' %a&!&c&d&e&f)(1 5,0535%

say 5606.00

%r) ei+t a!o#e 10m

'21300

d) Aorm,or3 and sta+in+ 90 per cent of %a&!&c) %0300 1',7,3%0


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 7'3,,

Cost for 15 cum K a@@c@!@e@f 7'',32

Rate per cum ' %a&!&c&d&e&f)(1 52375

say 5830.00

%ii) Aor T?!eam G s*a!F 2?9 per cent of %a&!&c)

%p) ei+t upto m

Ref. toMoRT

Spec.

Remar3s(

nput ref.

100G18001=00

Aurnisin+ and *acin+ Reinforced( restressed cementconcrete in super?structure as per dra,in+ and Tecnica*Specification

-asic ,ost o' a/ou( ateial ac!iney %a2/2c& 'o 15cum

1-.17 Case

Basic Cost of 4aour Material & Machinery #a@@c$ for 15cum

1-.17 Case %i)


1-.17Case %i)


1-.17 Case

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269


Remar3s(nput ref.

'21300

d) Aorm,or3 and sta+in+ 2 per cent of %a&!&c) 25300 122%0325


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 7,'%31

Cost for 15 cum K a@@c@!@e@f '0237

Rate per cum ' %a&!&c&d&e&f)(1 5,0535%say 5606.00

%q) ei+t m to 10m

'21300

d) Aorm,or3 and sta+in+ 90 per cent of %a&!&c) %0300 1',7,3%0


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 7'3,,

Cost for 15 cum K a@@c@!@e@f 7'',32


say 5830.00

%r) ei+t a!o#e 10m

'21300

d) Aorm,or3 and sta+in+ 9 per cent of %a&!&c) %5300 171223%5

e) "#eread car+es $ 0.2 on %a&!&c&d) 1,5103'



Rate per cum ' %a&!&c&d&e&f)(1 ,05%37

say 6054.00

1-.17 Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump


a) Materia*

Cement tonne '032 573'7 2%,0532, M-01

Coarse san! cum 5'300 20%375 1100237' M-00'

20 mm Areate cum ,'30 ,2350 55031% M-05%

10 mm Areate cum '%320 ,553,0 2%22305 M-051

!) a!our

Mate !ay 03' 15307 1553', 4-12

Mason !ay %300 2%'32 70237 4-11

Ma!oor !ay 1300 177307 %1732, 4-1%

c) Macinery

Batchin Plant 20 cum/hour hour ,300 2'300 1'2300 P&M-002

Generator 100 8A hour ,300 1,300 101300 P&M-00

4oa!er hour ,300 11300 712300 P&M-017


9ransit Mi"er ' cum capacity lea! upto1 m hour 15300 5'355 121325 P&M-0'

4ea! eyon! 1 m 4 - lea! in ilometer tonne3)m %004 '3%2 12,300

Concrete Pump hour ,300 2%'3%, 1'0,31, P&M-007

9>9<91.00



%p) ei+t upto m

%%%1300

d) Aorm,or3 and sta+in+ 20 per cent of %a&!&c) 20300 7,7,320


1-.17 Case %ii)


1-.17Case %ii)


4ea! K1 )m& P&M-050

-asic ,ost o' a/ou( ateial ac!iney %a2/2c& 'o1#0 cum

1-.17 Case

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270


Remar3s(nput ref.



Cost for 120 cum K a@@c@!@e@f ,%%',315


say 5#7".00

%q) ei+t m to 10m

%%%1300

d) Aorm,or3 and sta+in+ 2 per cent of %a&!&c) 25300 52375

e) "#eread car+es $ 0.2 on %a&!&c&d) 1173''


Cost for 120 cum K a@@c@!@e@f ,513'1

Rate per cum ' %a&!&c&d&e&f)(120 5'301

say 54"".00

%r) ei+t a!o#e 10m

%%%1300



f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,2%37

Cost for 120 cum K a@@c@!@e@f ,,27,3,,


say 571".00


%p) ei+t upto m

%%%1300

d) Aorm,or3 and sta+in+ 2 per cent of %a&!&c) 25300 52375e) "#eread car+es $ 0.2 on %a&!&c&d) 1173''


Cost for 120 cum K a@@c@!@e@f ,513'1


say 54"".00

%q) ei+t m to 10m

%%%1300



f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,2%37

Cost for 120 cum K a@@c@!@e@f ,,27,3,,


say 571".00

%r) ei+t a!o#e 10m

%%%1300

d) Aorm,or3 and sta+in+ 9 per cent of %a&!&c) %5300 1%'%7535


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,'73%,


Rate per cum ' %a&!&c&d&e&f)(120 5%3%

say 5"3".00

1-.1 6 RCC 4rade M2


Unit = 1 cum

1-.17

Case %i)


1-.17Case %i)

Basic Cost of 4aour Material & Machinery #a@@c$ for 120

cum

1-.17 Case


1-.17 Case %ii)


1-.17 Case %ii)


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Remar3s(nput ref.


a) Materia*

Cement tonne 53 573'7 %',735 M-01

Coarse san! cum ,375 20%375 1%753%' M-005

20 mm Areate cum 310 ,2350 ,,327 M-05%

10 mm Areate cum 53'0 ,553,0 %5'032, M-051

!) a!our

Mate !ay 03, 15307 1531, 4-12

Mason !ay 1350 2%'32 %513'' 4-11

Ma!oor !ay 20300 177307 %5'13'0 4-1%

c) Macinery



9<>.00



%p) ei+t upto m

5%5300

d) Aorm,or3 and sta+in+ 20 per cent of %a&!&c) 20300 10713,0

e) "#eread car+es $ 0.2 on %a&!&c&d) 1,173'0


Cost for 15 cum K a@@c@!@e@f 0%0370


say 5"35.00

%q) ei+t m to 10m

5%5300

d) Aorm,or3 and sta+in+ 2 per cent of %a&!&c) 25300 1%'350

e) "#eread car+es $ 0.2 on %a&!&c&d) 1,,13

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '%03'


Rate per cum ' %a&!&c&d&e&f)(1 ,123,

say 6183.00

%r) ei+t a!o#e 10m

5%5300

d) Aorm,or3 and sta+in+ 90 per cent of %a&!&c) %0300 1,173'0

e) "#eread car+es $ 0.2 on %a&!&c&d) 175%,3%5


Cost for 15 cum K a@@c@!@e@f ,''3%

Rate per cum ' %a&!&c&d&e&f)(1 ,'%0300

say 6430.00


%p) ei+t upto m

5%5300

d) Aorm,or3 and sta+in+ 2 per cent of %a&!&c) 25300 1%'350

e) "#eread car+es $ 0.2 on %a&!&c&d) 1,,13

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) '%03'


Rate per cum ' %a&!&c&d&e&f)(1 ,123,

say 6183.00


1-.16 Case


1-.16

Case %i)


cum

1-.16Case %i)


1-.16 Case

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Remar3s(nput ref.

%q) ei+t m to 10m

5%5300

d) Aorm,or3 and sta+in+ 90 per cent of %a&!&c) %0300 1,173'0

e) "#eread car+es $ 0.2 on %a&!&c&d) 175%,3%5

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 7,31Cost for 15 cum K a@@c@!@e@f ,''3%

Rate per cum ' %a&!&c&d&e&f)(1 ,'%0300

say 6430.00

%r) ei+t a!o#e 10m

5%5300


e) "#eread car+es $ 0.2 on %a&!&c&d) 12103%


Cost for 15 cum K a@@c@!@e@f 1001535'

Rate per cum ' %a&!&c&d&e&f)(1 ,,773%0say 6677.00

1-.16 Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump

Unit = cum


a) Materia*

Cement tonne '735 573'7 277,0532, M-01

Coarse san! cum 5'320 20%375 110'%3' M-00'

20 mm Areate cum ,'30 ,2350 55031% M-05%

10 mm Areate cum '%320 ,553,0 2%22305 M-051

!) a!our

Mate !ay 03' 15307 1553', 4-12

Mason !ay %300 2%'32 70237 4-11

Ma!oor !ay 1300 177307 %1732, 4-1%

c) Macinery



4oa!er hour ,300 11300 712300 P&M-017




Concrete Pump hour ,300 2%'3%, 1'0,31, P&M-007-2-8=1.00



%p) ei+t upto m

'2',71300

d) Aorm,or3 and sta+in+ 20 per cent of %a&!&c) 20300 '%'320

e) "#eread car+es $ 0.2 on %a&!&c&d) 127'013%0

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,%7003,5

Cost for 120 cum K a@@c@!@e@f 700707315


say 583".00

%q) ei+t m to 10m

1-.16 Case

%ii)


1-.16 Case %ii)


4ea! K1 )m& P&M-050


1-.16 Case


1-.16 Case %i)

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Remar3s(nput ref.

'2',71300


e) "#eread car+es $ 0.2 on %a&!&c&d) 1%2703,

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,,%5'3'


Rate per cum ' %a&!&c&d&e&f)(120 ,0235%say 6083.00

%r) ei+t a!o#e 10m

Basic Cost of 4aour Material & Machinery #a@@c$ for 120 cum '2',71300

d) Aorm,or3 and sta+in+ 90 per cent of %a&!&c) %0300 127'013%0


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,0030'

Cost for 120 cum K a@@c@!@e@f 7503'1

Rate per cum ' %a&!&c&d&e&f)(120 ,%253%

say 63#6.00


%p) ei+t upto m

'2',71300



f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,,%5'3'


Rate per cum ' %a&!&c&d&e&f)(120 ,0235%

say 6083.00

%q) ei+t m to 10m

'2',71300



f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,0030'


Rate per cum ' %a&!&c&d&e&f)(120 ,%253%

say 63#6.00

%r) ei+t a!o#e 10m

'2',71300

d) Aorm,or3 and sta+in+ 9 per cent of %a&!&c) %5300 1',%'35

e) "#eread car+es $ 0.2 on %a&!&c&d) 1'%%2,3',

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 71,,%32%

Cost for 120 cum K a@@c@!@e@f 72535'

Rate per cum ' %a&!&c&d&e&f)(120 ,5,31%

say 656".00

1-.1 C RCC 4rade M 90


Unit = 1 cum


a) Materia*

Cement tonne ,310 573'7 %5%1537 M-01

Coarse san! cum ,375 20%375 1%753%' M-005

20 mm Areate cum 310 ,2350 ,,327 M-05%

10 mm Areate cum 53'0 ,553,0 %5'032, M-051


1-.16 Case %i)

1-.16 Case


1-.16

Case %ii)


1-.16

Case %ii)


cum

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274


Remar3s(nput ref.

!) a!our

Mate !ay 030 15307 1,,35, 4-12

Mason !ay 1350 2%'32 %513'' 4-11

Ma!oor !ay 21300 177307 %713'7 4-1%

c) Macinery



-==<.00



%p) ei+t upto m

5'77300


e) "#eread car+es $ 0.2 on %a&!&c&d) 1,'%%370


Cost for 15 cum K a@@c@!@e@f 0%53%5Rate per cum ' %a&!&c&d&e&f)(1 ,0253,

say 60#6.00

%q) ei+t m to 10m

5'77300

d) Aorm,or3 and sta+in+ 2 per cent of %a&!&c) 25300 1%,'375



Cost for 15 cum K a@@c@!@e@f '1513'1

Rate per cum ' %a&!&c&d&e&f)(1 ,27,37,

say 6#77.00

%r) ei+t a!o#e 10m

5'77300

d) Aorm,or3 and sta+in+ 90 per cent of %a&!&c) %0300 1,'%%370



Cost for 15 cum K a@@c@!@e@f 7173',


say 65#8.00


%p) ei+t upto m

5'77300

d) Aorm,or3 and sta+in+ 2 per cent of %a&!&c) 25300 1%,'375



Cost for 15 cum K a@@c@!@e@f '1513'1

Rate per cum ' %a&!&c&d&e&f)(1 ,27,37,

say 6#77.00

%q) ei+t m to 10m

5'77300

d) Aorm,or3 and sta+in+ 90 per cent of %a&!&c) %0300 1,'%%370




1-.1C Case


1-.1CCase %i)


1-.1CCase %i)


1-.1C Case


1-.1C Case %ii)

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275


Remar3s(nput ref.

Cost for 15 cum K a@@c@!@e@f 7173',


say 65#8.00

%r) ei+t a!o#e 10m

5'77300

d) Aorm,or3 and sta+in+ 9 per cent of %a&!&c) %5300 11723,5


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 2'%3,

Cost for 15 cum K a@@c@!@e@f 101,%352

Rate per cum ' %a&!&c&d&e&f)(1 ,7730

say 677".00

1-.1C Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump.

Unit = cum


a) Materia*

Cement tonne '37 573'7 22',3'2 M-01

Coarse san! cum 5'3,0 20%375 1112'3 M-00'

20 mm Areate cum ,'30 ,2350 55031% M-05%

10 mm Areate cum '%320 ,553,0 2%22305 M-051

!) a!our

Mate !ay 03 15307 1,23, 4-12

Mason !ay %300 2%'32 70237 4-11

Ma!oor !ay 1300 177307 %%,'3%% 4-1%

c) Macinery



4oa!er hour ,300 11300 712300 P&M-0179ransit Mi"er # capacity '30 cu3m $




-2<>01.00



%p) ei+t upto m

'201300

d) Aorm,or3 and sta+in+ 20 per cent of %a&!&c) 20300 5,0320

e) "#eread car+es $ 0.2 on %a&!&c&d) 12'03%0

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,''70315


Rate per cum ' %a&!&c&d&e&f)(120 5037,

say 5"10.00

%q) ei+t m to 10m

'201300


e) "#eread car+es $ 0.2 on %a&!&c&d) 1%'%1231

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,715,3'1

Cost for 120 cum K a@@c@!@e@f 7%7203'7

Rate per cum ' %a&!&c&d&e&f)(120 ,15,300

say 6156.00

1-.1C Case %ii)


cum

4ea! K1 )m& P&M-050


1-.1C Case


cum

1-.1C Case %i)

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276


Remar3s(nput ref.

%r) ei+t a!o#e 10m

'201300


e) "#eread car+es $ 0.2 on %a&!&c&d) 1%,53%%

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,'23,,Cost for 120 cum K a@@c@!@e@f 7,2,32

Rate per cum ' %a&!&c&d&e&f)(120 ,'0232'

say 640#.00


%p) ei+t upto m

'201300


e) "#eread car+es $ 0.2 on %a&!&c&d) 1%'%1231

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,715,3'1

Cost for 120 cum K a@@c@!@e@f 7%7203'7Rate per cum ' %a&!&c&d&e&f)(120 ,15,300

say 6156.00

%q) ei+t m to 10m

'201300


e) "#eread car+es $ 0.2 on %a&!&c&d) 1%,53%%

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,'23,,

Cost for 120 cum K a@@c@!@e@f 7,2,32


say 640#.00%r) ei+t a!o#e 10m

'201300

d) Aorm,or3 and sta+in+ 9 per cent of %a&!&c) %5300 150'%03%5

e) "#eread car+es $ 0.2 on %a&!&c&d) 1'50573'



Rate per cum ' %a&!&c&d&e&f)(120 ,,'3'

say 6648.00

1-.1 D RCC(SC 4rade M9

Case Usin+ Concrete Mier.Unit = 1 cum


a) Materia*

Cement tonne ,3%% 573'7 %,,'73%7 M-01

Coarse san! cum ,375 20%375 1%753%' M-005

20 mm Areate cum 310 ,2350 ,,327 M-05%

10 mm Areate cum 53'0 ,553,0 %5'032, M-051

!) a!our

Mate !ay 030 15307 1,,35, 4-12

Mason !ay 1350 2%'32 %513'' 4-11

Ma!oor !ay 21300 177307 %713'7 4-1%c) Macinery



8110.00

1-.1C Case

%i)


1-.1C Case


1-.1C Case %ii)


1-.1C Case %ii)



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277


Remar3s(nput ref.


%i) Aor so*id s*a! super?structureF 1>?2> per cent of %a&!&c)

%p) ei+t upto m

5,110300

d) Aorm,or3 and sta+in+ 1> per cent of %a&!&c) 1300 10030


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 27,32%

Cost for 15 cum K a@@c@!@e@f 10%3'


say 606".00

%q) ei+t m to 10m

5,110300

d) Aorm,or3 and sta+in+ 29 per cent of %a&!&c) 2%300 12053%0


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,2,31Cost for 15 cum K a@@c@!@e@f ',30'

Rate per cum ' %a&!&c&d&e&f)(1 ,%2,3'0

say 63#6.00

%r) ei+t a!o#e 10m

5,110300




Cost for 15 cum K a@@c@!@e@f 75%3,0

Rate per cum ' %a&!&c&d&e&f)(1 ,5%357say 6584.00


%p) ei+t upto m

5,110300

d) Aorm,or3 and sta+in+ 29 per cent of %a&!&c) 2%300 12053%0


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,2,31

Cost for 15 cum K a@@c@!@e@f ',30'

Rate per cum ' %a&!&c&d&e&f)(1 ,%2,3'0

say 63#6.00%q) ei+t m to 10m

5,110300




Cost for 15 cum K a@@c@!@e@f 75%3,0


say 6584.00

%r) ei+t a!o#e 10m

5,110300

d) Aorm,or3 and sta+in+ 99 per cent of %a&!&c) %%300 151,3%0

e) "#eread car+es $ 0.2 on %a&!&c&d) 1,5,35

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) %232

1-.1D Case


1-.1DCase %i)


1-.1DCase %i)


1-.1D Case


1-.1D Case %ii)


1-.1D Case

%ii)Basic Cost of 4aour Material & Machinery #a@@c$ for 15cum

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278


Remar3s(nput ref.

Cost for 15 cum K a@@c@!@e@f 102,1131,


say 6841.00

%iii)

%p) ei+t upto m

5,110300

d) Aorm,or3 and sta+in+ 9> per cent of %a&!&c) %300 21%2130


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,73

Cost for 15 cum K a@@c@!@e@f 10,',37%


say 70"8.00

%q) ei+t m to 10m

5,110300

d) Aorm,or3 and sta+in+ -> per cent of %a&!&c) '300 2,%230e) "#eread car+es $ 0.2 on %a&!&c&d) 207,0370

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 10%03%5


Rate per cum ' %a&!&c&d&e&f)(1 7,1232,

say 761#.00

%r) ei+t a!o#e 10m

5,110300

d) Aorm,or3 and sta+in+ > per cent of %a&!&c) 5300 %25'%30

e) "#eread car+es $ 0.2 on %a&!&c&d) 221,%3'5

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 110137%Cost for 15 cum K a@@c@!@e@f 1213

Rate per cum ' %a&!&c&d&e&f)(1 12,3,0

say 81#7.00


Unit = cum


a) Materia*

Cement tonne 503,' 573'7 2%1735 M-01

Coarse san! cum 5'300 20%375 1100237' M-00'

20 mm Areate cum ,'30 ,2350 55031% M-05%

10 mm Areate cum '%320 ,553,0 2%22305 M-051

!) a!our

Mate !ay 03 15307 1,23, 4-12

Mason !ay %300 2%'32 70237 4-11

Ma!oor !ay 1300 177307 %%,'3%% 4-1%

c) Macinery



4oa!er hour ,300 11300 712300 P&M-017





--09><.00


1-.1D Case

Aor !o +irder and !a*anced canti*e#erF 9>?> per cent ofcost of concrete.


1-.1DCase %iii)


1-.1DCase %iii)


4ea! K1 )m& P&M-050

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279


Remar3s(nput ref.

%i) Aor so*id s*a! super?structureF 1>?2> per cent of %a&!&c)

%p) ei+t upto m

''0%300


e) "#eread car+es $ 0.2 on %a&!&c&d) 121'37,

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,'573%


Rate per cum ' %a&!&c&d&e&f)(120 55'3'%

say 5"54.00

%q) ei+t m to 10m

''0%300

d) Aorm,or3 and sta+in+ 29 per cent of %a&!&c) 2%300 10123'7

e) "#eread car+es $ 0.2 on %a&!&c&d) 1%5'13,2


Cost for 120 cum K a@@c@!@e@f 7''0730Rate per cum ' %a&!&c&d&e&f)(120 ,20,37%

say 6#07.00

%r) ei+t a!o#e 10m

''0%300

d) Aorm,or3 and sta+in+ 2> per cent of %a&!&c) 2300 12%%032

e) "#eread car+es $ 0.2 on %a&!&c&d) 1'02'3'

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 70',232'

Cost for 120 cum K a@@c@!@e@f 7750'3,'


say 645".00%ii) Aor T?!eam G s*a!F 29?99 per cent of %a&!&c)

%p) ei+t upto m

''0%300

d) Aorm,or3 and sta+in+ 29 per cent of %a&!&c) 2%300 10123'7

e) "#eread car+es $ 0.2 on %a&!&c&d) 1%5'13,2


Cost for 120 cum K a@@c@!@e@f 7''0730


say 6#07.00

%q) ei+t m to 10m

''0%300

d) Aorm,or3 and sta+in+ 2> per cent of %a&!&c) 2300 12%%032

e) "#eread car+es $ 0.2 on %a&!&c&d) 1'02'3'

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 70',232'

Cost for 120 cum K a@@c@!@e@f 7750'3,'


say 645".00

%r) ei+t a!o#e 10m

''0%300

d) Aorm,or3 and sta+in+ 99 per cent of %a&!&c) %%300 1'5%23%7

e) "#eread car+es $ 0.2 on %a&!&c&d) 1','23%'

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 7%21'3,7

Cost for 120 cum K a@@c@!@e@f 05%,13%

1-.1D Case


1-.1D Case %i)


1-.1D Case %i)


1-.1D Case


1-.1DCase %ii)


1-.1DCase %ii)


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280


Remar3s(nput ref.

Rate per cum ' %a&!&c&d&e&f)(120 ,7113%'

say 6711.00

%iii)

%p) ei+t upto m

''0%300

d) Aorm,or3 and sta+in+ 9> per cent of %a&!&c) %300 1,7%'732

e) "#eread car+es $ 0.2 on %a&!&c&d) 151%'321


Cost for 120 cum K a@@c@!@e@f %5,%31%

Rate per cum ' %a&!&c&d&e&f)(120 ,,%3,5

say 6"64.00

%q) ei+t m to 10m

''0%300

d) Aorm,or3 and sta+in+ -> per cent of %a&!&c) '300 211%,372

e) "#eread car+es $ 0.2 on %a&!&c&d) 1,2'%3%


Cost for 120 cum K a@@c@!@e@f ,113,2

Rate per cum ' %a&!&c&d&e&f)(120 7',32,

say 7468.00

%r) ei+t a!o#e 10m

''0%300

d) Aorm,or3 and sta+in+ > per cent of %a&!&c) 5300 255'253,2

e) "#eread car+es $ 0.2 on %a&!&c&d) 17%5%3,,

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,7,3%

Cost for 120 cum K a@@c@!@e@f 5,7'5310


say 7"73.00

1-.1 / SC 4rade M?-0

Case 1 Usin+ concrete mier.

Unit = 1 cum


a) Materia*

Cement tonne ,3'5 573'7 %7%'2311 M-01

Coarse san! cum ,375 20%375 1%753%' M-005

20 mm Areate cum 310 ,2350 ,,327 M-05%10 mm Areate cum 53'0 ,553,0 %5'032, M-051

A!mi"ture 03' per cent of cement ) 2530 112377 203' M-10

!) a!our

Mate !ay 03, 15307 1773,7 4-12

Mason !ay 2300 2%'32 ',35 4-11

Ma!oor !ay 22300 177307 %535' 4-1%

c) Macinery



80020.00



%p) ei+t upto m

1-.1D Case

Aor !o +irder and !a*anced canti*e#erF 9>?> per cent ofcost of concrete.


cum

1-.1D Case %iii)


1-.1D Case %iii)



1-.1/ Case

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281


Remar3s(nput ref.

,0020300




Cost for 15 cum K a@@c@!@e@f 0%%300

Rate per cum ' %a&!&c&d&e&f)(1 ,,02320say 660#.00

%q) ei+t m to 10m

,0020300



f) ContractorBs profit $ 0.1 on %a&!&c&d&e) %731%

Cost for 15 cum K a@@c@!@e@f 10%153%


say 6877.00

%r) ei+t a!o#e 10m

,0020300





Rate per cum ' %a&!&c&d&e&f)(1 71523%

say 715#.00


%p) ei+t upto m,0020300



f) ContractorBs profit $ 0.1 on %a&!&c&d&e) %731%

Cost for 15 cum K a@@c@!@e@f 10%153%


say 6877.00

%q) ei+t m to 10m

,0020300





Rate per cum ' %a&!&c&d&e&f)(1 71523%

say 715#.00

%r) ei+t a!o#e 10m

,0020300

d) Aorm,or3 and sta+in+ 9 per cent of %a&!&c) %5300 21007300

e) "#eread car+es $ 0.2 on %a&!&c&d) 2025,375f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 10123%

Cost for 15 cum K a@@c@!@e@f 111'1231%

Rate per cum ' %a&!&c&d&e&f)(1 7'273'

say 74#7.00


1-.1/Case %i)


1-.1/Case %i)


1-.1/ Case


1-.1/ Case %ii)


cum

1-.1/ Case %ii)


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Remar3s(nput ref.

1-.1/ Case Usin+ 6atcin+ *antF Transit Mier and Concrete ump

Unit = cum


a) Materia*

Cement tonne 513,0 573'7 27%,3' M-01

Coarse san! cum 5'300 20%375 1100237' M-00'20 mm Areate cum ,'30 ,2350 55031% M-05%

10 mm Areate cum '%320 ,553,0 2%22305 M-051

A!mi"ture 03' per cent of cement ) 20,3'0 112377 2%2753' M-10

!) a!our

Mate !ay 03' 15307 17%37 4-12

Mason !ay %350 2%'32 20302 4-11

Ma!oor !ay 20300 177307 %5'13'0 4-1%

c) Macinery



4oa!er hour ,300 11300 712300 P&M-0179ransit Mi"er # capacity '30 cu3m $




-8<2>.00


%i)

%p) ei+t upto m

Basic Cost of 4aour Material & Machinery #a@@c$ for 120 cum ',52300

d) Aorm,or3 and sta+in+ 1> per cent of %a&!&c) 1300 '51530'


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,2553%


Rate per cum ' %a&!&c&d&e&f)(120 ,%'3'1

say 6348.00

%q) ei+t m to 10m

',52300

d) Aorm,or3 and sta+in+ 29 per cent of %a&!&c) 2%300 10713''

e) "#eread car+es $ 0.2 on %a&!&c&d) 1''%73,

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 7213%

Cost for 120 cum K a@@c@!@e@f 7'032%

Rate per cum ' %a&!&c&d&e&f)(120 ,,173'1

say 6617.00

%r) ei+t a!o#e 10m

',52300

d) Aorm,or3 and sta+in+ 2> per cent of %a&!&c) 2300 1%1',73'


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 7512'3'

Cost for 120 cum K a@@c@!@e@f 2,%,32


say 6886.00

%ii)

4ea! K1 )m& P&M-050

-asic ,ost o' a/ou( ateial ac!iney %a2/2c& 'o 1#0cum

1-.1/ Case

Aor so*id(#oided s*a! super?structureF 1>?2> per cent of%a&!&c)

1-.1/ Case %i)


1-.1/ Case %i)


1-.1/ Case

Aor T?!eam G s*a! inc*duin+ *auncin+ of precast +irders !y*auncin+ truss upto -0 mF 29?99 per cent of cost of

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283


Remar3s(nput ref.

%p) ei+t upto m

',52300

d) Aorm,or3 and sta+in+ 29 per cent of %a&!&c) 2%300 10713''

e) "#eread car+es $ 0.2 on %a&!&c&d) 1''%73,


Cost for 120 cum K a@@c@!@e@f 7'032%Rate per cum ' %a&!&c&d&e&f)(120 ,,173'1

say 6617.00

%q) ei+t m to 10m

',52300

d) Aorm,or3 and sta+in+ 2> per cent of %a&!&c) 2300 1%1',73'


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 7512'3'

Cost for 120 cum K a@@c@!@e@f 2,%,32


say 6886.00

%r) ei+t a!o#e 10m

',52300

d) Aorm,or3 and sta+in+ 99 per cent of %a&!&c) %%300 15'''32'



Cost for 120 cum K a@@c@!@e@f 5,'3%%


say 7155.00

%iii)

%p) ei+t upto m

',52300

d) Aorm,or3 and sta+in+ 9> per cent of %a&!&c) %300 17'203,'



Cost for 120 cum K a@@c@!@e@f 023%

Rate per cum ' %a&!&c&d&e&f)(120 7'2'3'1

say 74#4.00

%q) ei+t m to 10m

',52300

d) Aorm,or3 and sta+in+ -> per cent of %a&!&c) '300 225%7%3''

e) "#eread car+es $ 0.2 on %a&!&c&d) 17%7253%,

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,,23,

Cost for 120 cum K a@@c@!@e@f 55'3'

Rate per cum ' %a&!&c&d&e&f)(120 7,23'1

say 7"6#.00

%r) ei+t a!o#e 10m

',52300

d) Aorm,or3 and sta+in+ > per cent of %a&!&c) 5300 272%2,32'

e) "#eread car+es $ 0.2 on %a&!&c&d) 15',%35,




1-.1/ Case %ii)


1-.1/

Case %ii)


1-.1/ Case

Aor cast?in?situ !o +irderF se+ment construction and

!a*anced canti*e#erF 9>?> per cent of cost of concrete.


1-.1/ Case

%iii)


1-.1/ Case %iii)


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284


Remar3s(nput ref.


say 8500.00

1-.1A A SC 4rade M?-

Unit = 1 cum


a) Materia*

Cement tonne 5530 573'7 %2%0523,% M-01

Coarse san! cum 5'300 20%375 1100237' M-00'

20 mm Areate cum ,'30 ,2350 55031% M-05%

10 mm Areate cum '%320 ,553,0 2%22305 M-051

A!mi"ture 03' per cent of cement ) 22%320 112377 25170350 M-10

!) a!our

Mate !ay 03' 15307 17%37 4-12

Mason !ay %350 2%'32 20302 4-11

Ma!oor !ay 20300 177307 %5'13'0 4-1%

c) Macinery



4oa!er hour ,300 11300 712300 P&M-017





-<=9>.00


1-.1A %i)

%p) ei+t upto m'57%300

d) Aorm,or3 and sta+in+ 18 per cent of %a&!&c) 1,300 7%130

e) "#eread car+es $ 0.2 on %a&!&c&d) 1'%7,'302




say 658".00

1-.1A %i) %q) ei+t m to 10m

'57%300

d) Aorm,or3 and sta+in+ 21 per cent of %a&!&c) 21300 10'10'3

e) "#eread car+es $ 0.2 on %a&!&c&d) 1',0375

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 7'03%7

Cost for 120 cum K a@@c@!@e@f 2'7'310


say 6873.00

1-.1A %i) %r) ei+t a!o#e 10m

'57%300

d) Aorm,or3 and sta+in+ 28 per cent of %a&!&c) 2,300 1213


f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 70737'Cost for 120 cum K a@@c@!@e@f 5,,30


say 7157.00

4ea! K1 )m& P&M-050


Aor so*id s*a!(#oided s*a! super?structureF 18?28 per centof cost of concrete %a&!&c)

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286


Remar3s(nput ref.


say 8861.00

1-.1 4 SC 4rade M?0

Unit = 1 cum


a) Materia*

Cement tonne 530 573'7 %'0'21305 M-01

Coarse san! cum 5'300 20%375 1100237' M-00'

20 mm Areate cum ,'30 ,2350 55031% M-05%

10 mm Areate cum '%320 ,553,0 2%22305 M-051

A!mi"ture 03' per cent of cement ) 2%5320 112377 2,52%375 M-10

!) a!our

Mate !ay 03' 15307 17%37 4-12

Mason !ay %350 2%'32 20302 4-11

Ma!oor !ay 20300 177307 %5'13'0 4-1%

c) Macinery



4oa!er hour ,300 11300 712300 P&M-017





1--80.00


1-.14 %i)

%p) ei+t upto m

51'',0300


e) "#eread car+es $ 0.2 on %a&!&c&d) 17%,%0325

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,1531%

Cost for 120 cum K a@@c@!@e@f 5',,3%


say 7"58.00

1-.14 %i) %q) ei+t m to 10m

51'',0300

d) Aorm,or3 and sta+in+ - per cent of %a&!&c) '5300 2%1507300

e) "#eread car+es $ 0.2 on %a&!&c&d) 1,'1375

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) %2'53

Cost for 120 cum K a@@c@!@e@f 102570'3,%

Rate per cum ' %a&!&c&d&e&f)(120 5'735'

say 8548.00

1-.14 %i) %r) ei+t a!o#e 10m

51'',0300

d) Aorm,or3 and sta+in+ per cent of %a&!&c) 55300 225%300

e) "#eread car+es $ 0.2 on %a&!&c&d) 1%5%325f) ContractorBs profit $ 0.1 on %a&!&c&d&e) ,7,3,%

Cost for 120 cum K a@@c@!@e@f 10,''23

Rate per cum ' %a&!&c&d&e&f)(120 1%7302

say "137.00

4ea! K1 )m& P&M-050


Aor cast?in?situ !o +irderF se+menta* construction and!a*anced canti*e#erF 9? per cent of cost of concrete



cum


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287


Remar3s(nput ref.

1-.1 SC 4rade M?

Unit = 1 cum


a) Materia*

Cement tonne ,%350 573'7 %,7,%135 M-01

Coarse san! cum 5'300 20%375 1100237' M-00'

20 mm Areate cum ,'30 ,2350 55031% M-05%

10 mm Areate cum '%320 ,553,0 2%22305 M-051

A!mi"ture 03' per cent of cement ) 25'300 112377 2,'%35 M-10

!) a!our

Mate !ay 03' 15307 17%37 4-12

Mason !ay %350 2%'32 20302 4-11

Ma!oor !ay 20300 177307 %5'13'0 4-1%

c) Macinery



4oa!er hour ,300 11300 712300 P&M-017





-9=<1.00


1-.1 %i)

%p) ei+t upto m

5'%71300

d) Aorm,or3 and sta+in+ 9 per cent of %a&!&c) %5300 10%2,35

e) "#eread car+es $ 0.2 on %a&!&c&d) 1%523',

f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 17,'37%

Cost for 120 cum K a@@c@!@e@f 100'1230'

Rate per cum ' %a&!&c&d&e&f)(120 '11377

say 841#.00

1-.1 %i) %q) ei+t m to 10m

5'%71300

d) Aorm,or3 and sta+in+ - per cent of %a&!&c) '5300 2''70535

e) "#eread car+es $ 0.2 on %a&!&c&d) 1712'32'f) ContractorBs profit $ 0.1 on %a&!&c&d&e) 5,2312

Cost for 120 cum K a@@c@!@e@f 10'1%3%1

Rate per cum ' %a&!&c&d&e&f)(120 0%'3,

say "035.00

1-.1 %i) %r) ei+t a!o#e 10m

5'%71300

d) Aorm,or3 and sta+in+ per cent of %a&!&c) 55300 205305





say "658.00

4ea! K1 )m& P&M-050


Aor cast?in?situ !o +irderF se+menta* construction and

!a*anced canti*e#erF 9? per cent of cost of concrete

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288


Remar3s(nput ref.

Note

1-.2 1800

Unit = 1 T

Taking output = 1 T

a) Materia*

+( ars inclu!in 5 per cent for laps an! astae tonne 1305 ',0530% '%,13 M-02

Bin!in ire 300 ,2352 50031 M-072

Mate !ay 03'' 15307 13'% 4-12

Blac)smith !ay %300 2%'32 70237 4-02

Ma!oor !ay 300 177307 1'1,35, 4-1%

-asic ,ost o' a/ou ateial %a2/& 108-.00

c) "#eread car+es $ 0.2 on %a&!) 127,537,

d) ContractorBs profit $ 0.1 on %a&!&c) ,%23

Rate per MT ' a&!&c&d 702113,7

say 70#1#.00

1-.9 1>00

Unit = 1 T

Taking output = 0.377 T

a) Materia*

tonne 03%5 ,2'137 2'0%132% M-11

metre '2300 ,130 25535, M-1,5

each 2300 %'3%5 ,371 M-17

tonne 03125 573'7 72%3, M-01

1%7310

!) a!our

i) Aor ma3in+ and fiin+ ca!*esF ancora+es

Mate !ay 031, 15307 23,1 4-12

Blac)smith !ay 1300 2%'32 2%'32 4-02

Ma!oor !ay %300 177307 5%1321 4-1%

ii) Aor prestressin+

Mate/+uperisor !ay 0305 15307 325 4-12

Prestressin operator / .itter !ay 0325 2%32 5357 4-0

Ma!oor !ay 1300 177307 177307 4-1%

iii) Aor +routin+

Mate/+uperisor !ay 0305 15307 325 4-12

Mason !ay 0325 2%'32 5357 4-11

13<here eer concrete is carrie! out usin atchin plant transitmi"er concrete pump a!mi"ers conformin :+E 10% 03' percent of eiht of cement may e a!!e! for achiein !esire!slump of concrete3

23 Cement proi!e! for arious components of the superstructure is for estimatin purpose only3 Actual *uantity of cement

ill e as per approe! mi" !esin3 +imilarly the proision for

coarse an! fine areates is for estimatin purpose an! thee"act *uantity shall e as per the mi" !esin3

%3 9he items li)e nee!le an! surface irators are part of minor 9& P hich is alrea!y coere! un!er the oerhea! chares3 Assuch these items hae not een a!!e! separately in the rateanalysis3

Supp*yin+F fittin+ and p*acin+ ISD !ar reinforcement insuper?structure comp*ete as per dra,in+ and tecnica*specifications

!) a!our for cuttin+F !endin+F tyin+ and p*acin+ inposition

i+ tensi*e stee* ,ires(strands inc*udin+ a** accessories for

stressin+F stressin+ operations and +routin+ comp*ete asper dra,in+ and Tecnica* Specifications

(etails of cost for 1291% stran! '0 m lon cale #eiht K 03%77M9$

393 +tran! 3'2 )/m inclu!in 2 per cent for astaean! e"tra lenth for ac)in

+heathin !uct :( ,, mm alon ith 5 per cent e"tralenth '0 " 1305 K '2 m3

9ue anchorae set complete ith earin platepermanent e!es etc

Cement for routin inclu!in % per cent astae %300)/m K % " 130% " '0 K 12%3,0 ) #say K 125 )$

A!! 0350 per cent cost of material for +pacers :nsulationtape an! miscellaneous items

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289


Remar3s(nput ref.

Ma!oor !ay 1300 177307 177307 4-1%

c) Macinery

+tressin ac) ith pump hour 2350 11,310 20325 P&M-0'0

Groutin pump ith aitator hour 1300 112377 112377 M-111

Generator %% 8A3 hour %350 %'23%, 1132, P&M-07


e) ContractorBs profit $ 0.1 on %a&!&c&d) %053'%

Cost for 03%77 M9 #a@@c@!@e$ '1537,

Rate per MT ' %a&!&c&d&e)(0.9== 1110%%3'

say 111034.00

Note

1-.- 2=02

Unit = 1 cum


a) Materia*

cum 1300 %52300 %52300 :tem 1'31#C$

tonne 03075 510,'300 %230 :tem 1'32 A

!) a!our (:; use! item

Ma!oor for cleanin !ec) sla concrete surface3 !ay 0315 177307 2,35, 4-1%

c) "#eread car+es $ 0.2 on %a&!) 1535



say 10##8.00

1-. Mastic 7spa*t

Unit = s$m

a) a!our

Mate !ay 03' 15307 03, 4-12

Ma!oor !ay 11300 177307 1'7377 4-1%

Ma!oor #+)ille!$ !ay 1325 20,3 2537' 4-15

!) Macinery

Cost of 9 steel has een ta)en for !eliery at site3 encecarriae has not een consi!ere!3

ro#idin+ and *ayin+ Cement concrete ,earin+ coat M?90+rade inc*udin+ reinforcement comp*ete as per dra,in+ andTecnica* Specifications

Cement concrete M%0 Gra!e ;efer releant item ofconcrete in :tem 1'31 e"clu!in formor)

+( ar reinforcement ;ate as per item Io1'32#6"clu!in > & CP$

1 G2=02

ro#idin+ and *ayin+ 12 mm tic3 mastic aspa*t ,earin+course on top of dec3 s*a! ec*udin+ prime coat ,it pa#in++rade !itumen meetin+ te requirements +i#en in ta!*e 00?2<F prepared !y usin+ mastic coo3er and *aid to required*e#e* and s*ope after c*eanin+ te surfaceF inc*udin+pro#idin+ antis3id surface ,it !itumen precoated fine+rained ard stone cippin+ of <. mm nomina* si:e at terate of 0.00cum per 10 sqm and at an approimate spacin+of 10 cm center to center in !ot directionsF pressed intosurface ,en te temperature of surfaces not *ess tan 100de+. CF protrudin+ 1 mm to - mm o#er mastic surfaceF a**comp*ete as per c*ause 1.

Taking output = 7#.46 s$m %# tonnes&%0.86" cum& assuming adensity o' #.3 tonnes@cum.

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290


Remar3s(nput ref.

Mechanical room 1250 s*m per hour hour 030, ',5300 2730 P&M-0%1

Air compressor 250 cfm hour 030, 2%37, 173,% P&M-001

Mastic coo)er 1 tonne capacity hour ,300 5'31 %23, P&M-0%0

Bitumen oiler 1500 litres capacity hour ,300 12352 105312 P&M-005

hour 1300 171302 171302 P&M-05%

c) Materia*Base mastic #ithout coarse areates$ K ,0 per cent

Coarse areate#%3%5mm to 35 mm sie$ K '0 per cent 3

tonne 0320' 522,311 10,,230 M-07'

cum 03% 21132% 23% M-021

tonne 03%, ''273%1 15%3% M-1

cum 0355 ,553,0 %,035 M-051

cum 030%, L8A4?6N L8A4?6N M-1'2

) 1305 52327 5'3 M-07'/1000



Cost for 723', s*m K a@@c@!@e L8A4?6N

Rate per sqm ' %a&!&c&d&e)(=2.-8 L8A4?6N

say ;

Note

1-.8

Unit = 1 ?

Taking output = # * #4 m span = 48 m

a) Materia*

i$ M%0 Gra!e ;einforce! Cement Concrete cum '302 %52300 1',5735' :tem 1'31#C$

9ractor for toin an! positionin of mastic coo)er an!itumen oiler

Proportion of material re*uire! for mastic asphalt ith coarseareates #ase! on mi" !esin !one y C;;: for a specificcase$

i) Bitumen 0/100 or ,0/70 1032 per cent y eiht ofmi"3 2 " 1032/100 K 0320'

ii) Crusher stone !ust %13 per cent y eiht of mi" K2 " %13/100 K 03,% tonnes K 03,%/13,25 K 03%

iii) 4ime stone !ust filler ith calcium caronate content notless than 0 per cent y eiht 1732 per cent y

eiht of mi" K 2 " 1732/100 K 03%,

i#) Coarse areates 35 mm to %3%5 mm sie '0 percent y eiht of mi" K 2 " '0/100 K 03 M9 K 03/13'5, K0355

#) Pre-coate! stone chips of 35 mm nominal sie for s)i!resistance K 723',"03005/10 K 030%,

#i) Bitumen for coatin of chips 2 per cent y eiht K030%, " 13'5, " 2/100 K 030010'M9 K 1305)

1.9he rates for , mm or any other thic)ness may e or)e! out

on pro-rata asis32. <here tac) coat is re*uire! to e proi!e! efore layinmastic asphalt the same is re*uire! to e measure! an! pai!separately3

9.9he *uantities of in!er filler an! areates are forestimatin purpose3 6"act *uantities shall e as per mi" !esin3

-.9his rate analysis is ase! on !esin ma!e y C;;: for aspecific case an! is meant for estimatin purposes only3 Actual!esin is re*uire! to e !one for each case3

.9he *uantity of itumen or)s out 17 per cent of the masticasphalt loc)s ithout areates an! falls ithin the stan!ar!slai! !on y Mo;9 +pecifications3

2=09F100F1800 G1=00

Construction of precast RCC rai*in+ of M90 4radeFa++re+ate si:e not eceedin+ 12 mmF true to *ine and +radeFto*erance of #ertica* RCC post not to eceed 1 in 00F centreto centre spacin+ !et,een #ertica* post not to eceed 2000

mmF *ea#in+ adequate space !et,een #ertica* post forepansionF comp*ete as per appro#ed dra,in+s andtecnica* specifications.

Io3 of ertical posts K #12 @ 2$2 K 2 Ios3 6"ternal area ofertical post 0325"03275 K 030,s*m Concrete in 8ertical

posts K 030, " 2 K 13%2 cum an! rail in % tiers K % "2' K 72 m 6"ternal area K 03170 " 03175 K 030% s*mConcrete in han! rails K 030% " 72 K 231, cum 9otalConcrete K 13%2 @ 231, K '302 cum3 #;efer Mo;9 +( /202$3

(:; use!item

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291


Remar3s(nput ref.

7%23

tonne 03,5 510,'300 ''1703%, :tem 1'32 A

;efer Mo;9 +( / 2023 (:; use! item

2730'

!) "#eread car+es $ 0.2 on %a) 15,%'371

c) ContractorBs profit $ 0.1 on %a&!) 7173%5

Rate for -> m %a&!&c) 503

Rate per metre %a&!&c)(-> 1713'

say 17"1.00

Note

1-.=

Unit = 1 ?

Taking output = # * #4 m span = 48 m.

a) Materia*

i$ M%0 Gra!e ;einforce! Cement Concrete cum '302 %52300 1',5735' :tem 1'31#C$

A!! 12 per cent of aoe cost for form or)3 17531

tonne 03,5 510,'300 ''1703%, :tem 1'32 A

refer Mo;9 +( / 2023

!) "#eread car+es $ 0.2 on %a) 151',370

c) ContractorBs profit $ 0.1 on %a&!) 757%3%5

Rate for -> m %a&!&c) %%0,3,

Rate per metre %a&!&c)(-> 17%535,

say 1736.00

Note

1-.>

Unit = 1 ?

Taking output = # * 50 m span = 100 m

a) Materia*@

1$ :+MC 100 K 230, " 1305 K 23', M9 tonne 23', ',5273%% 1%70,352 M-17

2$ M+ .lat K 03,' " 1305 K 13012 M9 tonne 13012 ',5273%% '7053,, M-17

%$ M+ ars K 0317 " 1305 K 0310 M9 tonne 031 ',5273%% %7'32 M-17

'$ M+ olts nuts an! ashers tonne 0315 '5'213,7 ,1%325 M-1%01000

,7317

1%3'%

A!! 5 per cent of aoe cost for form or) for castin incastin yar!3

ii$ +( ar reinforcement ;ate as per item Io1'32#6"clu!in > & CP$

A!! 5 per cent of #a$ for han!lin an! fi"in of precastpanels in position

13Duantities of material hae een a!opte! from stan!ar! plansof Mo;9 i!e !rain no3 +(/2023

23' m lenth is the total linear lenth a!!in oth si!es of 2' mspan3

2=09F

100F1800 G1=00

Construction of RCC rai*in+ of M90 4rade in?situ ,it 20 mm

nomina* si:e a++re+ateF true to *ine and +radeF to*erance of#ertica* RCC post not to eceed 1 in 00F centre to centrespacin+ !et,een #ertica* post not to eceed 2000 mmF

*ea#in+ adequate space !et,een #ertica* post for epansionFcomp*ete as per appro#ed dra,in+s and tecnica*

specifications.

Io3 of ertical posts K #12 @ 2$2 K 2 Ios3 6"ternal area ofertical post 0325"03275 K 030,s*m Concrete in ehicleposts K 030, " 2 K 13%2 cum an! rail in % tiers K % "2' K 72 m 6"ternal area K 03170 " 03175 K 030% s*mConcrete in han! rails K 030% " 72 K 231, cum 9otal

Concrete K 13%2 @ 231, K '302 cum3 #;efer Mo;9 +( /202$3

ii$ +( ar reinforcement ;ate as per item Io1'32#6"clu!in > & CP$

1. Duantities of material hae een a!opte! from stan!ar! plans

of Mo;9 i!e !rain no3 +(/20232. ' m lenth is the total linear lenth a!!in oth si!es of 2' mspan3

2=09.2 G1<00

ro#idin+F fittin+ and fiin+ mi*d stee* rai*in+ comp*ete asper dra,in+ and Tecnica* Specification

A!! 5 per cent of cost of material for paintin one shopcoat ith re! o"i!e primer an! three coats of syntheticenamel paint an! consumales to safeuar! aainst

eatherin an! corrosion3

A!! for cost of concrete for fi"in ertical posts in theperforme! recess 1 per cent of cost of material3

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292


Remar3s(nput ref.

1%3'%

!) a!our

Mate !ay 230 15307 51320 4-12

Ma!oor #+)ille!$ !ay %0300 20,3 ,20370 4-15

Ma!oor !ay '0300 177307 70230 4-1%c) "#eread car+es $ 0.2 on %a&!) 5,777302


Cost for 100 m steel railin K a@@c@! %1227%3,2

Rate per metre %a&!&c&d)(100 %12237'

say 31#3.00

1-.< 2=0

Unit = 1 9o.

Taking output = 1 9o.

a) Materia*

'300 ',35% 1,311 M-07/1000

G: pipe 100mm !ia metre ,300 5032 %013,, M-05,

G: olt 10 mm (ia each ,300 11307 ,,3'1 M-110

Galanise! M+ flat clamp each 2300 11307 2231' M-101

!) a!our

Aor fa!rication

Mate !ay 0302 15307 %370 4-12

+)ille! #Blac)smith el!er etc3$ !ay 0302 2%'32 '3, 4-02

Ma!oor !ay 0302 177307 %35' 4-1%

Aor fiin+ in position

Mate !ay 0301 15307 135 4-12

Mason !ay 0301 2%'32 23%' 4-11

Ma!oor !ay 0320 177307 %53'1 4-1%

%13%

c) "#eread car+es $ 0.2 on %a&!) 1,'31


Rate per metre %a&!&c&d) 0,3'7

say "06.00

Note

1-.10 2=00

Unit = 1 cum


Materia*

cum 1300 %70300 %70300

Rate per cum say 3"70.00

1-.11

Unit = 1 cum


a) Materia*

A!! for electricity chares el!in an! !rillin e*uipmentelectro!es an! other consumales 1 per cent of cost ofmaterial3

Draina+e Spouts comp*ete as per dra,in+ and Tecnica*specification

Corrosion resistant +tructural steel inclu!in 5 per cent

astae

A!! 5 per cent of cost of material an! laour forelectro!es cuttin as sealant anti-corrosie ituminouspaint mil! steel ratin etc3

1. :n case of ia!ucts in uran areas the !rainae spouts shoul!e connecte! ith suitaly locate! pipelines to !ischare thesurface run-off to !rains proi!e! at roun! leel3

2. :n case of ri!es sufficient lenth of G3: Pipe shall eproi!e! to ensure that there is no splashin of ater from the!rainae spout on the structure3

CC M1 4rade *e#e*in+ course !e*o, approac s*a!comp*ete as per dra,in+ and Tecnica* specification

Concrete ;ate as per item Io3 123 #A$ e"clu!informor)s

:tem 123 #A$

100F1800F1=00

G 2=0-

Reinforced cement concrete approac s*a! inc*udin+reinforcement and form,or3 comp*ete as per dra,in+ and

Tecnica* specification

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293


Remar3s(nput ref.

cum 1300 %50300 %50300

713,0

tonne 0305 510,'300 255%320 :tem 1'32 A

!) "#eread car+es $ 0.2 on %a) 1551320

c) ContractorBs profit $ 0.1 on%a&!) 7753,0

Rate per cum %a&!&c) 5%13,0

say 853#.00

Note

1-.12 1800

Unit = 1 T

Taking output = 1 T

9o e ta)en as per the preailin mar)et rates3 E7U/

Note

1-.19 recast ? pretensioned 4irders

Unit = 1 cum


Gra!e of concrete - M'0

a) Materia*

Cement tonne 03'7 573'7 2721305 M-01

Coarse san! cum 03'5 20%375 13, M-00'

20 mm Areate cum 035' ,2350 ',5375 M-05%

10 mm Areate cum 03%, ,553,0 2%,302 M-051

A!mi"ture 03' per cent of cement 13 112377 212301 M-10

+( steel 3 tonne 0310 ',0530% ',0530 M-02

tonne 030, ,2'137 %7'531% M-11

4(> for steam curin 4itre %7300 L8A4?6N L8A4?6N M-122

L8A4?6N

!) a!our

Mate !ay 030, 15307 11310 4-12

Ma!oor #+)ille!$ !ay 03%5 20,3 723'5 4-15

Ma!oor !ay 13'0 177307 2'730 4-1%

Taking $uantity o' T stand 60 g@cum

Cement concreteM%0 Gra!e ;efer releant item ofconcrete in item 123#G$y usin atchin plant e"clu!informor) i3e3 per cum asic cost #a@@c$ #6"clu!in > &CP$

:tem 123#G$

# ;efer releant item of concrete in item Io3 1%3 #G$e"cept that form or) may e a!!e! at the rate of 2 percent of cost aainst %35 per cent proi!e! in the

foun!ation concrete3+( ar reinforcement ;ate as per item Io1'32#6"clu!in > & CP$

9he ra!e of reinforce! cement concrete may e a!opte! asM%0 for seere con!itions an! M25 for mo!erate con!itions3

ro#idin+ anti?corrosi#e treatment to ISD reinforcement

,it Ausion 6onded /poy Coatin+ %A6/C)

Contractors enerally !o not hae e"pertise for this item 3 9he o is therefore ot !one from specialise! firms ho hae thee"pertise in the fiel! of construction chemicals3 9he preailinrate in the mar)et is re*uire! to e ascertaine! from the mar)etan! a!!e! in the cost estimate3 (etaile! ui!elines in this rear!hae een issue! y Mo;9 i!e their circular no3 ;</I-%'0'1/''/1-+&; !ate! 213%320003

1>00 G2900

ro#idin+F precastin+F transportation and p*acin+ in positionprecast pretensioned concrete +irders as per dra,in+ and

tecnica* specifications

9 stran! ith 5 per cent as astae an! e"tra lenth for

anchorin

A!! consumales such as in!in ire foam pac)intape shutterin oil (P6 pipe for unon!in of stran!olt & nuts etc 1 per cent of material cost

%i) Cuttin+F !endin+F ma3in+ reinforcement ca+eF p*acin+ inpositionF !indin+ etc. comp*ete

Taking $uantity o' steel 100 g@cum o' concete includinglaps and )astage

%ii) Ca!*e cuttin+ and treadin+ in position inc*udin+ !indin+

!y insu*ation tape ,it D/ pipes etc.F prestessin+ andcuttin+ of etra *en+t of T strand after de?stressin+.

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294


Remar3s(nput ref.

Mate !ay 0302 15307 %370 4-12

Ma!oor #+)ille!$ !ay 031' 20,3 23 4-15

Ma!oor !ay 0350 177307 35' 4-1%

%iii) /rection and dismant*in+ of sutterin+

Taking s!utteing aea 10 s$m@cum o' concete

Mate !ay 0312 15307 22321 4-12

Ma!oor #+)ille!$ !ay 1300 20,3 20,3 4-15

Ma!oor !ay 2300 177307 %5'31' 4-1%

Mate !ay 030% 15307 5355 4-12

Ma!oor #+)ille!$ !ay 0305 20,3 103%5 4-15

Ma!oor !ay 03,0 177307 10,32' 4-1%

%#) Steam curin+ and manua* curin+

Mate !ay 0301 15307 135 4-12

Ma!oor !ay 03%5 177307 ,137 4-1%

Mate !ay 0301 15307 135 4-12

Ma!oor !ay 0325 177307 ''327 4-1%

Mate !ay 0301 15307 135 4-12

Ma!oor #+)ille!$ !ay 030, 20,3 123'2 4-15

Ma!oor !ay 032' 177307 '2350 4-1%

c) Macinery

i) 7t castin+ yard

Generator 100 8A hour 0305 1,300 '30 P&M-00

Batchin Plant 20 cum/hour hour 0305 2'300 12'3'0 P&M-002

9ransit Mi"er ' cum capacity hour 0310 5'355 53', P&M-0'

Concrete Pump stat ionary hour 0305 2%'3%, 11372 P&M-007

Crane %5 tonne capacity hour 0310 7'3,2 73', P&M-012

9railor %0 tonne capacity hour 0310 1,'30 1,3'1 P&M-0

4oa!er hour 0305 11300 53'0 P&M-017

ii) Aor transportation and p*acement at site

Crane %5 tonne capacity hour 0315 7'3,2 1173, P&M-012

9railer %0 tonne capacity for t ransport in to si te3 tonne3)m 235"4 2327 53,7

#4 - 4ea! in ilometer$

9railor %0 tonne capacity !urin placement3 hour 0315 1,'30 273,1 P&M-0

L8A4?6N



Rate per cum ' %a&!&c&d&e) L8A4?6N

say ;

1-.1- ro#idin+ and fiin+ e*ica* pipes in #oided concrete s*a!s

Unit = 1 ?

Taking output = 1 ?

a) Materia*

elical pipes ,00mm !iameter metre 1300 L8A4?6N L8A4?6N M-1179ie ro!s 20mm !iameter each 1300 '7351 '7351 M-1%

L8A4?6N

!) a!our

Mate !ay 0301 15307 135 4-12

%i#) Concretin+ !y 6atcin+ p*ant and stationary concretepump

%#i) and*in+ of precast +irderF stac3in+ in stoc3yard anda+ain *oadin+ in trai*or

%#ii) *acement of +irders in position o#er pier capsinc*udin+ p*acement of sand Jac3sF canne*F *e#e**in+ etc.

4ea! K1 )m& P&M-00

Cost of formor) steam curin arranement pretensioninarranement etc 5 per cent of cost material laour an!machinery

1=00 G1>00

Consumales for sealin oints etc3 5 per cent of cost ofmaterial

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295


Remar3s(nput ref.

.itter !ay 0305 2%32 1131 4-0

Ma!oor !ay 0320 177307 %53'1 4-1%



Rate per cum %a&!&c&d) L8A4?6N

say ;

1-.1 >00 Cras 6arriers

er m E7U/

1-.18 >00 aintin+ on concrete surface

Unit = s$m


a) a!ourMate !ay 0301 15307 135 4-12

Painter !ay 0325 22%32 5532 4-1

Ma!oor #+)ille!$ !ay 0325 20,3 51375 4-15

!) Materia*

4itres 5300 7531 %7530 M-10

c) "#eread car+es $ 0.2 on %a&!) 1213%%

d) ContractorBs profit $ 0.1 on %a&!&c) ,03,7

Cost for 10 s*m #a@@c@!$ ,,73%2

Rate per sqm %a&!&c&d)(10 ,,37%

say 67.00

1-.1= 280- 6urried oint

Unit = ?unning mete

Taking output = 1# m

a) a!our

Mate !ay 0302 15307 %370 4-12

Ma!oor !ay 03'0 177307 703% 4-1%

Ma!oor #+)ille!$ !ay 0320 20,3 '13'0 4-15

!) Materia*

) 2%7350 ',32' 10132 M-0,0/1000

1032

c) "#eread car+es $ 0.2 on %a&!) 2013


Cost for 12 m K #a@@c@!$ 15'103'1

Rate per m ' %a&!&c&d)(12 12'320

say 1#84.00

Note

1-.1> 280 Ai**er Joint

9he rate analysis for rii! crash arrier in reinforce! cementconcrete semi-rii! crash arrier ith metal eam an! fle"ilecrash arrier ith ire ropes hae een ma!e an! inclu!e! inchapter- on 9raffic an! 9ransportation3

ro#idin+ and app*yin+ 2 coats of ,ater !ased cement paint

to unp*astered concrete surface after c*eanin+ te surface ofdirtF dustF oi*F +reaseF eff*orescence and app*yin+ paint $ of1 *itre for 2 sqm.

<ater ase! paint of approe! *uality for cement concretesurface

ro#idin+ and *ayin+ a !urried epansion JointF epansion+ap !ein+ 20 mmF co#ered ,it 12 mm tic3F 200 mm ,ide

+a*#anised ,e*da!*e structura* stee* p*ate as per S@ 2082Fp*aced symmetrica* to centre *ine of te JointF restin+ free*yo#er te top surface of te dec3 concreteF ,e*din+ of > mm

dia. 100 mm *on+ +a*#anised nai*s spaced 900 mm c(c a*on+te centre *ine of te p*ateF a** as specified in c*ause 280-.

Galanise! M3+ plate 200 mm i!e12 mm thic) '320)/s*m inclu!in 5 per cent astae

A!! 1 per cent of cost of steel plate cuttin el!inconsumales an! alanise! nails3

Gui!elines lai! !on i!e the Mo;9 circular Io3 ;</I-%'05/1/,-+&; !ate! %031132000 an! suse*uent corrien!um!ate! 2530132001 may e reffere! for e"pansion oints3

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296


Remar3s(nput ref.

%i)

Unit = ?unning mete


a) a!our

Cuttin en!in carryin & fi"in etc3Mate !ay 030' 15307 73'0 4-12

Ma!oor !ay 0350 177307 35' 4-1%

Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15

!) Materia*

Copper plate - 12m lon " 250 mm i!e ) 55300 '13% 2,'7,31 M-0,

Area K 12 " 0325 K % s*m

<eiht K % " 03002 " 00 K 5%3' )

<astae 235 per cent K 13%% )/5'37% ) say K 55 )3

c) "#eread car+es $ 0.2 on %a&!) ,,,31

d) ContractorBs profit $ 0.1 on %a&!&c) %%%'3'5

Cost for 12 m K #a@@c@!$ %,,73

Rate per m ' %a&!&c&d)(12 %05,35

say 3057.00

1-.1> %ii)

Unit = ?unning mete


a) a!our

.or carryin placin & fi"in3

Mate !ay 0301 15307 13' 4-12

Ma!oor !ay 0310 177307 17371 4-1%

Ma!oor #+)ille!$ !ay 0310 20,3 20370 4-15!) Materia*

s*m %300 ,0%35% 1103,0 M-0'

Area K 12 " 0325 K % s*m

c) "#eread car+es $ 0.2 on %a&!) ',23,2

d) ContractorBs profit $ 0.1 on %a&!&c) 2%13%1

Cost for 12 m K #a@@c@!$ 25''3'2

Rate per m ' %a&!&c&d)(12 21230'

say #1#.00

1-.1> %iii)

Unit = ?unning mete


a) a!our

Mate !ay 0301 15307 135 4-12

Ma!oor !ay 0320 177307 %53'1 4-1%

Ma!oor #+)ille!$ !ay 0310 20,3 20370 4-15

!) Materia*

s*m %3,0 70307 25'305 M-1'1

c) "#eread car+es $ 0.2 on %a&!) ,51375


Cost for 12 m K #a@@c@!$ %5'3,5

Rate per m ' %a&!&c&d)(12 2372

say #"".00

ro#idin+ G fiin+ 2 mm tic3 corru+ated copper p*ate inepansion Joint comp*ete as per dra,in+ G Tecnica*Specification.

ro#idin+ G fiin+ 20 mm tic3 compressi!*e fi!re !oard inepansion Joint comp*ete as per dra,in+ G Tecnica*

Specification.

20 mm thic) compressile fire oar! 12 m lon " 25 cm!eep3

ro#idin+ and fiin+ in position 20 mm tic3 premou*ded Joint fi**er in epansion Joint for fied ends of simp*ysupported spans not eceedin+ 10 m to cater for a

ori:onta* mo#ement upto 20 mmF co#ered ,it sea*antcomp*ete as per dra,in+ and tecnica* specifications.

Premoul!e! oint filler 12 m lon20 mm thic) an! %00 mm!eep3

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8/17/2019 SOR-2014-15 (Folder-2).xls


298


Remar3s(nput ref.

a) a!our

Mate !ay 0302 15307 %370 4-12

Ma!oor !ay 0350 177307 35' 4-1%

Ma!oor #+)ille!$ !ay 0310 20,3 20370 4-15

!) Materia*

+an! cum 03012 20%375 23'5 M-005

8olume 12 " 031 " 0301 K 03012 cum

<eiht 03012 " 1'00 K 1,3)

6itumen cum 03001 522,311 52327 M-07'

1,3 " 030, K 1 )

c) "#eread car+es $ 0.2 on %a&!) '131


Cost for 12 m K #a@@c@!$ 2%0352

Rate per m ' %a&!&c&d)(12 1321

say 1".#0

Note .or arriin at the final rate of filler oints per m

lenth an! per cm !epth of oint fillin compoun!

the rates at +l3 Io3 i$ ii$ iii$ & i$ shall e a!!e!

1-.1< 2800 7spa*tic *u+ Joint

Unit = ?unning mete Taking output = 1# m

a) a!our

Mate !ay 03052 15307 3,2 4-12

Ma!oor !ay 1300 177307 177307 4-1%

Ma!oor #+)ille!$ !ay 03%0 20,3 ,2310 4-15

!) Materia*

Crushe! stone areate 1235 mm nominal sie cum 0375 75,300 5,7300 M-052

Polymer mo!ifie! itumen ) 77350 5%3%2 '1%23%, M-07/ 1000

) 11%300 %3,% '%,5370 M-10%

%31'

c) Macinery

Mastic coo)er 1 tonne capacity hour 1300 5'31 5'31 P&M-0%0

+mooth %-heele! steel roller -10 capacity hour 0350 ,,5300 %%2350 P&M-0''



Cost for 12 m asphalt plu oint K #a@@c@!@e$ 1%',731,

Rate per m ' %a&!&c&d&e)(12 112232,

say 11##.00

Note

1-.20 2808 /*astomeric S*a! Stee* /pansion oint

ro#idin+ and *ayin+ of aspa*tic p*u+ Joint to pro#ide forori:onta* mo#ement of 2 mm and #ertica* mo#ement of 2mmF dept of Joint #aryin+ from = mm to 100 mmF ,idt

#aryin+ from 00 mm to =0 mm %in traffic direction)Fco#ered ,it a c*osure p*ate of 200mm 8mm of ,e*da!*estructura* stee* conformin+ to S@ 2082F aspa*tic p*u+ to

consist of po*ymer modified !itumen !inderF carefu**yse*ected sin+*e si:e a++re+ate of 12. mm nomina* si:e and

a eat resistant foam cau*3in+(!ac3er rodF a** as perappro#ed dra,in+s and specifications.

Galanise! structural steel plate 200 mm i!e, mm thic)12 m lon #23' s*m$ '7310 )/s*m inclu!in 5 per cent

astaeA!! 1 per cent for el!in an! foam caul)in/ac)er ro!an! other inci!entals3

9he nominal sie of areates shall e 1235 mm for !epth of

oint upto 75 mm an! 20 mm for oints of !epth more than 75mm3

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299


Remar3s(nput ref.

Unit = ?unning mete


a) a!our

Mate !ay 030, 15307 11310 4-12

Ma!oor !ay 1300 177307 177307 4-1%

Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15

!) Materia*

metre 12300 1'22370 2%%0723'1 M-0%

11,5%3,2

c) "#eread car+es $ 0.2 on %a&!) ,125'3'%

d) ContractorBs profit $ 0.1 on %a&!&c) %0,27321

Cost for 12 m K #a@@c@!$ %%,3%'

Rate per m ' %a&!&c&d)(12 207'35

say #8075.00

1-.21 2800 Compression Sea* oint

Unit = ?unning mete


a) a!our

Mate !ay 030%, 15307 ,3,, 4-12

Ma!oor !ay 03,0 177307 10,32' 4-1%

Ma!oor #+)ille!$ !ay 03%0 20,3 ,2310 4-15

!) Materia*) '',300 %3,% 172%1300 M-10%

703%0

metre 12300 L8A4?6N L8A4?6N M-1'%

L8A4?6N



Cost for 12 m K #a@@c@!$ L8A4?6N

Rate per m ' %a&!&c&d)(12 L8A4?6N

say ;

ro#idin+ and *ayin+ of an e*astomeric s*a! stee* epansion

JointF caterin+ to ri+t or s3e, %*ess tan 20 de+.F moderate*ycur#ed ,it maimum ori:onta* mo#ement upto 0 mmFcomp*ete as per appro#ed dra,in+s and standard

specifications to !e insta**ed !y te manufacturer(supp*ieror teir autorised representati#e ensurin+ comp*iance tote manufacturerBs instructions for insta**ation and c*ause2808 of MoRT specifications for road G !rid+e ,or3s.

+upply of elastomeric sla seal e"pansion oint assemlymanufacture! y usin chloroprene elastomer forelastomeric sla unit conformin to clause 1531 of :;CE %#part ::$ complete as per approe! !rains an! stan!ar!specification conformin to clause 2,0, of Mo;9&+pecification

A!! 5 per cent of cost of material for anchoraereinforcement el!in an! other inci!entals3

ro#idin+ and *ayin+ of compression sea* Joint consistin+ ofstee* armoured nosin+ at t,o ed+es of te Joint +ap suita!*y

ancored to te dec3 concrete and a preformed c*oroprenee*astomer or c*osed ce** foam Joint sea*er compressed andfied into te Joint +ap ,it specia* adesi#e !inder to caterfor a ori:onta* mo#ement upto -0 mm and #ertica*mo#ement of 9 mm.

13 Galanise! anle sections 100mm " 100mm of 12mmthic)ness el!ale structural steel as per :+E 20,2 2 nos3of 12 m lenth each 1737 )/m an! 5 per cent astae3

A!! 5 per cent of cost of aoe for structural steel foranchorae el!in an! other inci!entals3

Preforme! continuous chloroprene elastomer or close! cellfoam sealin element ith hih tear strenth ulcanise! ina sinle operation for the full lenth of a oint to ensure

ater tihtness3

A!! 1 per cent of cost of sealin element for luricant-cum-a!hesie an! other consumales3

8/17/2019 SOR-2014-15 (Folder-2).xls


300


Remar3s(nput ref.

Note

1-.22 280= Strip Sea* /pansion oint

Unit = ?unning mete


a) a!our

Mate !ay 0305 15307 325 4-12

Ma!oor !ay 1300 177307 177307 4-1%

Ma!oor #+)ille!$ !ay 0325 20,3 51375 4-15

!) Materia*

metre 12300 ,0'%3, 7252'3%2 M-17

%,%312

c) "#eread car+es $ 0.2 on %a&!) 110031%


Cost for 12 m K #a@@c@!$ 105050370

Rate per m ' %a&!&c&d)(12 75'322

say 8754.00

Note

1-.29 2800 Modu*ar Strip ( 6o Sea* oint

Unit = ?unning mete


a) a!our

Mate !ay 0305, 15307 103%, 4-12

Ma!oor !ay 1300 177307 177307 4-1%

Ma!oor #+)ille!$ !ay 03'0 20,3 230 4-15

!) Materia*

metre 12300 21'0'3', 25,5%352 M-127

c) "#eread car+es $ 0.2 on %a&!) ,'203'

d) ContractorBs profit $ 0.1 on %a&!&c) %21'03'7

Cost for 12 m Mo!ular strip/o" seal oint K #a@@c@!$ %5%5'5315

1. 9he installation shall e !one y the manufacturer or hisauthorise! representatie to the satisfaction of the 6nineer3

2. 9he concretin for oinin the e"pansion oint assemly iththe !ec) has not een inclu!e! in this analysis as the same iscatere! in the *uantities of ;CC !ec)3

9. 9he anchorin ars of the e"pansion oint assemly shall e el!e! to the main reinforcement of the !ec)3

ro#idin+ and *ayin+ of a strip sea* epansion Joint caterin+

to maimum ori:onta* mo#ement upto =0 mmF comp*ete asper appro#ed dra,in+s and standard specifications to !einsta**ed !y te manufacturer(supp*ier or teir autorised

representati#e ensurin+ comp*iance to te manufacturerBsinstructions for insta**ation.

+upply of complete assemly of strip seal e"pansion ointcomprisin of e!e eams anchorae strip seal elementan! complete accessories as per approe! specificationsan! !rains3

A!! 5 per cent of cost of material for anchoraereinforcement el!in an! other inci!entals3



ro#idin+ and *ayin+ of a modu*ar strip 6o sea* epansion Joint inc*udin+ ancora+e caterin+ to a ori:onta* mo#ement!eyond =0 mm and upto 1-0mmF comp*ete as per appro#ed

dra,in+s and standard specifications to !e insta**ed !y temanufacturer(supp*ier or teir autorised representati#eensurin+ comp*iance to te manufacturerBs instructions for

insta**ation.

+upply of a mo!ular strip/o" seal oint assemlycomprisin of e!e eams central eam2 mo!uleschloroprene seal anchorae elements support an! controlsystem all steel sections protecte! aainst corrosion an!installe! y the manufacturer or his authorise!representatie3

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301


Remar3s(nput ref.

Rate per m ' %a&!&c&d)(12 2',2310

say #"46#.00

Note

1-.2- 2800 Modu*ar Strip ( 6o Sea* oint

Unit = ?unning mete


a) a!our

Mate !ay 0307 15307 1235 4-12

Ma!oor !ay 1325 177307 2213%' 4-1%

Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15

!) Materia*

metre 12300 L8A4?6N L8A4?6N M-12



Cost for 12 m Mo!ular strip/o" seal oint K #a@@c@!$ L8A4?6N

Rate per m ' %a&!&c&d)(12 L8A4?6N

say ;

Note




ro#idin+ and *ayin+ of a modu*ar strip !o sea* epansion Joint caterin+ to a ori:onta* mo#ement !eyond 1-0mm and

upto 210mmF comp*ete as per appro#ed dra,in+s andstandard specifications to !e insta**ed !y temanufacturer(supp*ier or teir autorised representati#e

ensurin+ comp*iance to te manufacturerBs instructions forinsta**ation.

+upply of a mo!ular o"/o" seal oint assemly containin% mo!ules/cells an! comprisin of e!e eams to centraleams chloroprene seal anchorae elements support an!control system all steel sections protecte! aainstcorrosion an! installe! y the manufacturer or hisauthorise! representatie3

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300

C7T/R ? 1

R!-%R 'RA!N!N$ AND RO'%'!ON OR/S


1.1 209

7 6ou*der aid Dry Hitout Hire Crates.

Unit = cum


a) Materia*

+tone cum 1300 %'%37 %'%37 M-00%+tone +palls cum 0320 %17310 ,%3'2 M-00!) a!our

Mate !ay 030' 15307 73'0 4-12Mason !ay 03%5 2%'32 2300 4-11Ma!oor !ay 0375 177307 1%230 4-1%c) "#eread car+es $ 0.2 on %a&!) 1573%5d) ContractorBs profit $ 0.1 on %a&!&c) 73,Rate per cum ' %a&!&c&d) ,53'5

say 865.00 :nclu!in e"caation for trimmin for preparation of e!3

Note

1.2 209 6ou*der 7pron aid in Hire Crates

Unit = cum

Taking output = 3 m*1.5m*1.#5m = 5.63 cum

a) Materia*

'mm G: ire crates oen in mesh sie of 100 mm " 100 mm3 s*m 22300 7%30 1,030% M-102

+tone cum 53,% %'%37 1%535% M-00%+tone +palls cum 131% %17310 %53%2 M-00!) a!our

Mate !ay 031 15307 %%3%1 4-12Ma!oor #+)ille!$ !ay 1350 20,3 %103' 4-15Ma!oor !ay %300 177307 5%132 4-1%c) "#eread car+es $ 0.2 on %a&!) 11'32d) ContractorBs profit $ 0.1 on %a&!&c) 57311Cost for 53,% cum K a@@c@! ,5,32%Rate per cum ' %a&!&c&d)(.89 11,,3,5

say 1167.00

; :nclu!in e"caation for trimmin for preparation of e!3

Note

1.9 209 Cement Concrete 6*oc3s %si:e 0. 0. 0. m)

Unit = cum

Taking out put = 1 cum

cum 1300 '12300 '12300 :tem 123 #A$

235,

Rate per cum '21035,

say 4#11.00

Ref. toMoRTSpec.

Remar3s(nput ref.

ro#idin+ and *ayin+ !ou*ders apron on ri#er !ed forprotection a+ainst scour ,it stone !ou*ders ,ei+in+ not*ess tan -0 3+ eac comp*ete as per dra,in+ and Tecnica*specification.

Iominal e"caation re*uire! for preparation of e! has een ta)eninto account hile ma)in proision for laour3

Proi!in an! layin of oul!er apron lai! in ire crates ma!e ith'mm !ia G: ire conformin to :+E 20 & :+E'2, in 100mm "100mm mesh #eae! !iaonally$ inclu!in 10 per cent e"tra forlaps an! oints lai! ith stone oul!ers eihin not less than '0) each3

;ea!yma!e oen ire crate rolls hae een consi!ere! in therate analysis3 :n case rea!yma!e rolls are not aailale G: ire

'mm !ia3 %2 ) per 10 s*m may e proi!e!3 :n that case 2 percent of the cost of G: ire may e a!!e! for eain the irecrates3

Proi!in an! layin of apron ith cement concrete loc)s of sie035"035"035 m cast in-situ an! ma!e ith nominal mi" of M-15ra!e cement concrete ith a minimum cement content of 250)/cum as per :;CE 21-20003

Concrete Gra!e M15 ;ate as per item Io3 123 #A$ inclu!in > &CP

A!! 2 per cent of cost to account for e"caation for preparation ofe! nominal surface reinforcement an! fillin of ranular material

in recesses eteen loc)s3

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301


Remar3s(nput ref.

1.- 20-

7 Stone(6ou*der

Unit = cum

Taking output = 1 cuma) Materia*

+tone eihin not less than '0) cum 1300 %'%37 %'%37 M-00%+tone spalls of minimum 25 mm sie cum 0320 %17310 ,%3'2 M-00!) a!our

Mate !ay 030' 15307 73'0 4-12Mason !ay 03%5 2%'32 2300 4-11Ma!oor !ay 0375 177307 1%230 4-1%c) "#eread car+es $ 0.2 on %a&!) 1573%5d) ContractorBs profit $ 0.1 on %a&!&c) 73,Rate per cum ' %a&!&c&d) ,53'5

say 865.00

1.- 6

Unit = cum


Concrete Gra!e M15 ;ate as per item Io3 123 #A$cum 1300 '12300 '12300 :tem 123 #A$

235,

Rate per cum '21035,

say 4#11.00

1. 20-

Unit = cum


a) Materia*

Gra!e! stone areate of re*uire! sie cum 1320 ,1%300 7%53,0 M-012

!) a!our

Mate !ay 0305 15307 325 4-12

Ma!oor #+)ille!$ !ay 0325 20,3 51375 4-15

Ma!oor !ay 1300 177307 177307 4-1%

c) "#eread car+es $ 0.2 on %a&!) 2'%3'2


Rate per cum ' %a&!&c&d) 1%%30

say 133".00

1.84eoteti*e Ai*ter

Unit = s$m

Taking output = 10 s$m.

a) a!our

Mate !ay 0302 15307 %370 4-12

Ma!oor !ay 03%0 177307 5%312 4-1%

Ma!oor #+)ille!$ !ay 0310 20,3 20370 4-15

!) Materia*

ro#idin+ and *ayin+ itcin+ on s*opes *aid o#er preparedfi*ter media inc*udin+ !ou*der apron *aid dry in front of toe ofem!an3ment comp*ete as per dra,in+ and Tecnica*specifications

Cement Concrete 6*oc3s of si:e 0.90.9 0.9 m cast in cementconcrete of 4rade M1

A!! 2 per cent of cost to account for nominal surfacereinforcement an! fillin of ranular material in recesses eteenloc)s3

ro#idin+ and *ayin+ Ai*ter materia* underneat pitcin+ ins*opes comp*ete as per dra,in+ and Tecnica* specification

:nclu!es Ma!oor re*uire! for trimmin of slope to proper profilean! preparation of e!3

=00 G20-

4ayin of a eote"tile filter eteen pitchin an! eman)mentslopes on hich pitchin is lai! to preent escape of theeman)ment material throuh the oi!s of the stonepitchin/cement concrete loc)s as ell as to allo free moementof ater ithout creatin any uplift hea! on the pitchin3

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302


Remar3s(nput ref.

s*m 11300 53 ''37 M-11

c) "#eread car+es $ 0.2 on %a&!) 25535


Cost for 10 s*m K a@@c@! 1'053,

Rate per sqm ' %a&!&c&d)(10 1'0357say 141.00

1.= 20-.- Toe protection

1.> 20

7 Ru!!*e stone *aid in cement mortar 1@9

Unit = cum


cum 03%% %%%%300 103

cum 03%% 27300 52371

2035%

c) Materia*+tone cum 1300 %'%37 %'%37 M-00%

+tone +palls cum 0320 %17310 ,%3'2 M-00

d) a!our

Mate !ay 030 15307 1'31 4-12

Mason !ay 0350 2%'32 117315 4-11

Ma!oor #for layin stones fillin of *uarry spalls$ !ay 1350 177307 2,53,1 4-1%

e) "#eread car+es $ 0.2 on %a&c&d) '7,31,

f) ContractorBs profit $ 0.1 on %a&c&d&e) 2%30

Rate per cum ' %a&!&c&d&e&f) %5231'

say 35"#.00

:nclu!es cement mortar for layin an! fillin of oints3

1.> 6 Cement Concrete !*oc3s 4rade M1

cum 1300 '12300 '12300 :tem 123 #A$

cum 03%% '12300 1%,232' :tem 123 #A$

5'30

Rate per cum 55'531'

say 5545.00

1.< 208 Dry Ru!!*e A*oorin+

Unit = cum


a) Materia*

Permeale synthetic eote"tile inclu!in 5 per cent for oerlapan! astae

A toe all for toe protection can either e in !ry rule masonry incase of !ry rule pitchin or pitchin ith stones in ire crates orit can e in PCC M15 nominal mi" if cement concert loc) haeeen use! for pitchin 3 ;ates for toe all can e a!opte! fromrespectie clauses !epen!in upon approe! !esin3 9he rate fore"caation for foun!ation !ry rule masonry an! PCC M15 haeeen analyse! an! ien in respectie chapters3

ro#idin+ and *ayin+ A*oorin+ comp*ete as per dra,in+ and

Tecnica* specifications *aid o#er cement concert !eddin+.

a) Cement mortor 1@9 #;ate as in :tem 123, su-analysis$e"clu!in > & CP

:tem 123, #A$

!) 7dd for cement concrete !eddin+ %M1 Nomina* mi)#ide tem 12.> %7) ec*udin+ " G C . Quantity sa** !eadopted as per desi+n % 7ssume Ru!!*e stone A*oorin+tic3ness 900mm and cement concrete !eddin+ tic3ness100mm)

:tem 123 #A$

A!! 1 per cent of cost to account for e"caation for preparation ofe!3

Concrete Gra!e M15 loc)3 #;ate as per item Io3 123 #A$inclu!in > & CP3

A!! for cement concrete e!!in #M15 Iominal mi"$ i!e :tem123 #A$ inclu!in > & CP3 Duantity shall e a!opte! as per!esin # Assume Cement Concrete loc)s thic)ness %00mm an!cement concrete e!!in thic)ness 100mm$

A!! 1 per cent of cost to account for e"caation for preparation ofe!3

Construction of !ry rule floorin at cross !rainae or)s forrelatiely less important or)s3

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303


Remar3s(nput ref.

+tone cum 1300 %'%37 %'%37 M-00%

+tone +palls cum 0320 %17310 ,%3'2 M-00

!) a!our

Mate !ay 0310 15307 1351 4-12

Mason !ay 0350 2%'32 117315 4-11

ma!oor !ay 1350 177307 2,53,1 4-1%

A!! 1 per cent of #$ for trimmin an! preparation of ase3 '301

c) "#eread car+es $ 0.2 on %a&!) 20%312


Rate per cum ' %a&!&c&d) 111731,

say 1117.00

1.10 20=.2

7 Stone masonry in cement mortar %1@9)

Coursed ru!!*e masonry %1st sort)cum 1300 2%%300 2%%300 :tem 1237 #A $

;ate same as per item Io3 1237 #A$ inclu!in > & CP

Rate per cum say #"33.00

1.10 6 Cement concrete 4rade M1

cum 1300 '12300 '12300 :tem 123 #A$

Rate per cum say 41#8.00

Note

1.11 20=.2

Unit = cum

Taking Output = 1 cum

a) Materia*

+tone cum 1300 %'%37 %'%37 M-00%

+tone +palls cum 0320 %17310 ,%3'2 M-00

!) a!our

Mate !ay 0305 15307 325 4-12

Mason !ay 0325 2%'32 5357 4-11

Ma!oor !ay 1300 177307 177307 4-1%

,352

c) "#eread car+es $ 0.2 on %a&!) 1,'3,,

d) ContractorBs profit $ 0.1 on %a&!&c) 23%%Rate per cum ' %a&!&c&d) 053,1

say "06.00

1.12 209.9 4a!ian Structure for Retainin+ /art

Unit = cumTaking output = 7 * 3 * 0.6 = 1#.60 cum

a) a!our

Mate !ay 032 15307 5132 4-12

Ma!oor !ay 5300 177307 53%5 4-1%

Curtain ,a** comp*ete as per dra,in+ and Tecnica*specification

Concrete Gra!e M15 ;ate as per item Io3 123 #A$ inclu!in > &CP

>ther items li)e e"caation for foun!ation fillin ehin! all filterme!ia eep holes etc3 shall e a!!e! separately as per approe!!esin3

A*ei!*e 7pron @Construction of f*ei!*e apron 1 m tic3comprisin+ of *oose stone !ou*ders ,ei+in+ not *ess tan -0

3+ !eyond curtain ,a**.

A!! 1 per cent of cost of #a@$ for trimmin an! preparation ofe!3

Proi!in an! construction of a aian structure for retainin earth ith sements of ire crates of sie 7 m " % m " 03, m each!ii!e! into 135 m compartments y cross nettin ma!e from 'mm alanise! steel ire %2 ) per 10 s*m hain minimumtensile strenth of %00 Mpa conformin to :+E20 an! alaniincoatin conformin to :+E'2, oen into mesh ith !oule tistmesh sie not e"cee!in 100 " 100 mm fille! ith oul!ers ithleast !imension of 200 mm all loose en!s to e tie! ith ' mmalanise! steel ire

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304


Remar3s(nput ref.

Ma!oor #+)ille!$ !ay 2300 20,3 '1%3 4-15

!) Materia*

s*m ,1300 7%30 ''53,% M-102

+tone oul!ers ith least !imension of 200 mm cum 123,0 %'%37 '%%1375 M-00%

+tone spal ls of minimum sie 25 mm cum 2352 %17310 730 M-00c) "#eread car+es $ 0.2 on %a&!) 27%531,

d) ContractorBs profit $ 0.1 on %a&!&c) 1%,735

Cost for 123,0 cum #a@@c@!$ 150'%3%,

Rate per cum %a&!&c&d)(12.80 11%32

say 11"4.00

Note

1.19 209.9

Unit = cum

Taking output = # * 1 * 0.3 * 10 9os. = 6.00 cum

a) a!our

Mate !ay 031' 15307 2531 4-12

Ma!oor !ay 2350 177307 ''23, 4-1%

Ma!oor #+)ille!$ !ay 1300 20,3 20,3 4-15

!) Materia*

s*m ,5300 7%30 '751300 M-102

+tone oul!ers ith least !imension of 200 mm cum ,300 %'%37 20,237' M-00%

+tone spalls of minimum sie 25 mm cum 1320 %17310 %0352 M-00

c) "#eread car+es $ 0.2 on %a&!) 1,73',


Cost for ,300 cum #a@@c@!$ 1021302

Rate per cum %a&!&c&d)(8.00 10%350

say 1804.00

Note

Galanise! steel ire crates of mesh sie 100 mm " 100 mm oen ith 'mm !ia3 G: ire in rolls of re*uire! sie3

;ea!yma!e oen ire crate rolls hae een consi!ere! in therate analysis3 :n case rea!yma!e rolls are not aailale G: ire'mm !ia3 %2 ) per 10 s*m may e proi!e!3 :n that case 2 percent of the cost of G: ire may e a!!e! for eain the irecrates3

4a!ian Structure for /rosion Contro*F Ri#er Trainin+ Hor3sand rotection ,or3s

Proi!in an! constructin aian structures for erosion controlrier trainin or)s an! protection or)s ith ire crates of sie 2m " 1 m " 03% m each !ii!e! into 1m compartments y crossnettin ma!e from ' mm alanise! steel ire %2 ) per 10s*m hain minimum tensile strenth of %00 Mpa conformin to:+E20 an! alaniin coatin conformin to :+E'2, oen intomesh ith !oule tist mesh sie not e"cee!in 100 mm " 100mm fille! ith oul!ers ith least !imension of 200 mm all looseen!s to e securely tie! ith ' mm alanise! steel ire3

Galanise! steel ire crates of mesh sie 100 mm " 100 mm oen ith 'mm !ia3 G: ire in rolls of re*uire! sie to coer ,300cum3

;ea!yma!e oen ire crate rolls hae een consi!ere! in therate analysis3 :n case rea!yma!e rolls are not aailale G: ire'mm !ia3 %2 ) per 10 s*m may e proi!e!3 :n that case 2 percent of the cost of G: ire may e a!!e! for eain the irecrates3

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305

C7T/R?18

R%A!R AND R%AB!L!'A'!ON


18.1 2>0<

Unit = $ m % T!ickness 75 mm&

Taking output = 10 s$ma) a!our

Mate !a 030, 15307 11310 4-12

Ma!oor !ay 1300 177307 177307 4-1%

!) Macinery

hour 1300 2%37, 2%37, P&M-001

9ractor-trolley3 hour 0350 171302 5351 P&M-05%

c) "#eread car+es $ 0.9 on %a&!) 17032%


Cost for 10 s*m K #a@!@c@!$ 113''

Rate per sqm ' %a&!&c&d)(10 131'

say 81.00

18.2 2>0<

Unit = $ m


a) a!our

Mate !ay 030% 15307 5355 4-12

Ma!oor !ay 0375 177307 1%230 4-1%

!) Macinery

Air Compressor 250 cfm ith pneumatic rea)er3 hour 0375 2%37, 2203%2 P&M-001

9ractor-trolley3 hour 03'0 171302 ,3'1 P&M-05%

c) "#eread car+es $ 0.9 on %a&!) 12312


Cost for 10 s*m K #a@!@c@!$ ,1037%

Rate per sqm ' %a&!&c&d)(10 ,1307

say 61.0018.9 2>0=

Unit = $ m


Assumin thic)ness 25 mm

a) Materia*

Cement ) 1,300 537 23,% M-01/1000

Gra!e! san! cum 030' 20%375 315 M-005

<ire mesh 50mm " 50mm sie of %mm ire ) 2300 %032 ,035, M-12

6po" ) 03,7 2231 13' M-05

Accelerator compoun! for unitin ' per cent of eiht of cement ) 03,' 112377 72317 M-10

3',

!) a!our

Mate !ay 0301 15307 135 4-12

Mason !ay 030' 2%'32 3%7 4-11

Ma!oor !ay 031' 177307 2'37 4-1%

c) Macinery

Compressor ith unitin e*uipment alon ith accessories hour 0310 8alue L8A4?6N P&M-07,



Rate per sqm ' %a&!&c&d&e) L8A4?6N

say ;

18.- 2>00

Unit = 9um/e


a) Materia*

Iipples each 1300 53,' 53,' M-12

Ref. to

MoRTSpec.

Remar3s(nput ref.

Remo#a* of eistin+ cement concrete ,earin+ coat inc*udin+ its disposa*

comp*ete as per Tecnica* Specification ,itout causin+ any detrimenta* effectto any part of te !rid+e structure and remo#a* of dismant*ed materia* ,it a**

*ifts and *ead upto 1000 m

Air Compressor 250 cfm ith pneumatic rea)er/ac) hammer alon ithaccessories3

Remo#a* of eistin+ aspa*tic ,earin+ coat comprisin+ of 0 mm tic3

aspa*tic concert *aid o#er 12 mm tic3 mastic aspa*t inc*udin+ disposa* ,ita** *ift and *ead upto 1000 m.

4unitin+ concrete surface ,it cement mortar app*ied ,it compressor after

c*eanin+ surface and sprayin+ ,it epoy comp*ete as per Tecnica*Specification

A!! 2 per cent of cost of material for miscellaneous consumales li)enoles ire rush cotton aste etc3

ro#idin+ and insertin+ nipp*es ,it appro#ed fiin+ compound after dri**in+o*es for +routin+ as per Tecnica* Specifications inc*udin+ su!sequentcuttin+(remo#a* and sea*in+ of te o*e as necessary of nipp*es after

comp*etion of +routin+ ,it Cement(/poy

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306

Cement fi"in compoun! an! consumales 15 per cent of cost of nipple 035

!) a!our

Mate !ay 0301 15307 135 4-12

Ma!oor #+)ille!$ laour for !rillin !ay 030 20,3 1,35, 4-15

Ma!oor #+)ille!$ laour for fi"in nipple an! sealin inlets !ay 030 20,3 1,35, 4-15

Ma!oor for cuttin an! remoin of nipples !ay 030' 177307 730 4-1%

A!! 10 per cent of laour cost for !rillin holes etc '321

c) "#eread car+es $ 0.9 on %a&!) 1532

d) ContractorBs profit $ 0.1 on %a&!&c) ,3,

Rate per No. ' %a&!&c&d) 753'2

say 75.00

18. 2>08

7 Cement 4rout

Unit = kg

Taking output = 1 kg

a) Materia*

Cement inclu!in 10 per cent astae ) 1310 537 ,3%7 M-01/1000

A!mi"tures #anti shrin)a e compoun!$ 20 per cent of cost of cement 1327

!) a!our

Mate !ay 030 15307 1'31 4-12Ma!oor #+)ille!$ !ay 0310 20,3 20370 4-15

Ma!oor !a 0310 177307 17371 4-1%

c) Macinery

Grout pump ith aitator an! accessories hour 0310 112377 1132 M-111

d) "#eread car+es $ 0.9 on %a&!&c) 213,'


Rate per 3+ ' %a&!&c&d&e) 10%315

sa 103.00

6 Cement Mortar %1@1) 4routin+

Unit = kg


a) Materia*

Cement inclu!in 10 per cent astae ) 0355 537 %31 M-01/1000

+an! inclu!in 10 per cent astae ) 0355 031' 0307 M-005/1500

A!mi"tures #anti shrin)ae compoun!$ 20 per cent of cost of cement 03,'

!) a!our

Mate !ay 030 15307 1'31 4-12

Ma!oor #+)ille!$ !a 0310 20,3 20370 4-15

Ma!oor !ay 0310 177307 17371 4-1%

c) Maciner

Grout pump ith aitator an! accessories hour 0310 112377 1132 M-111



Rate per 3 ' %a&!&c&d&e) 737

say "8.00

18.8 2>00

Unit = s$m

Taking output = 10 s$m 'o an aeage t!ickness o' #5mm.

a) a!our

Mate !ay 030, 15307 11310 4-12

Ma!oor #+)ille!$ !ay 0375 20,3 15532' 4-15

Ma!oor !ay 0375 177307 1%230 4-1%

!) Materia*

) %15300 L8A4?6N L8A4?6N M-1'5

c) Macinery

Grout pump ith aitator an! accessories hour 2300 112377 22535' M-111





say ;

Sea*in+ of crac3s(porous concrete !y inJection process trou+nipp*es(4routin+ comp*ete as per Tecnica* Specification.

atcin+ of dama+ed concrete surface ,it po*ymer concrete and curin+compoundsF initiator and promoterF a#ai*a!*e in present formu*ationsF to !e

app*ied as per instructions of manufacturer and as appro#ed !y te /n+ineer.

Pre-pac)e! polymer concrete ase! on epo"y system complete ith curincompoun! intiator an! promoter inclu!in 5 per cent astae3

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307

Note 9his item is a proprietory item aailale in mar)et as pre-pac)e! polymer concretean! is re*uire! to e applie! as per instructions of the manufacturer3

8/17/2019 SOR-2014-15 (Folder-2).xls


308

18.= 2>09

Unit = kg


a) Materia*

6po"y inclu!in 10 per cent astae ) 1310 2231 %1130 M-05

!) a!our

Mate !ay 030 15307 1'31 4-12

Ma!oor #+)ille!$ !a 0310 20,3 20370 4-15

Ma!oor !ay 0310 177307 17371 4-1%

c) Macinery6po"y :nection un hour 0310 8alue L8A4?6N P&M-07



Rate per 3+ ' %a&!&c&d&e) L8A4?6N

say ;

18.> 2>0-

Unit = s$mTaking output = 10 s$m

Assume aerae 10mm thic)ness of epo"y mortar

a) Materia*

6po"y resin-har!ener mi" for prime coat ) 2350 '132 120'35, M-0

6po"y mortar ) 2320 1,3, %7%3%1 M-0,

6po" resin -har!ener mi" for seal coat3 ) 2300 '132 ,%3,5 M-0

7,325

!) a!our

Mate !ay 030' 15307 73'0 4-12

Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15

Ma!oor !ay 0350 177307 35' 4-1%

c) "#eread car+es $ 0.9 on %a&!) '531,

d) ContractorBs profit $ 0.1 on %a&!&c) %,,32%

Cost for 10 s*m K a@@c@! '0235

Rate per sqm ' %a&!&c&d)(10 '023,

say 403.00

18.< 2>0=

unit: s$m

Takin output = 10 s$m( 40 mm aea e t!ickness.

a) a!our

Mate !a 030' 15307 73'0 4-12

Ma!oor !ay 0350 177307 35' 4-1%

Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15

!) Macinery

Air compressor 250 cfm hour 1300 2%37, 2%37, P&M-001+hotcretein e*uipment hour 1300 8alue L8A4?6N P&M-07,

ater tan)er , 4 capacit hour 0302 11132' 2322 P&M-0,0

c) Materia*

Cement ) 120300 537 ,'37' M-01/1000

+an! cum 0315 20%375 %035, M-005

Coarse areate of sie '375mm cum 0315 2,1300 %315 M-02'

Duic) settin compoun! ) 2350 320 2'73 M-1'7

<ater 4 0310 1,7307 1,371 M-1





say ;

18.10 2>00


Assume! thic)ness - 10 mm

a) Materia*

Acr lic pol mer on!in coat 4itre 13'0 123' 11327 M-057

Sea*in+ of crac3 ( porous concrete ,it /poy 4rout !y inJection trou+nipp*es comp*ete as per c*ause 2>09.1.

7pp*yin+ epoy mortar o#er *eacedF oney com!ed and spa**ed concretesurface and eposed stee* reinforcement comp*ete as per Tecnica*Specification

A!! % per cent cost of material for other consumales li)e acetone etc an! tocoer astae3

Remo#a* of defecti#e concreteF c*eanin+ te surface torou+*yF app*yin+ te

sotcrete miture mecanica**y ,it compressed air under pressureFcomprisin+ of cementF sandF coarse a++re+atesF ,ater and quic3 settin+compound in te proportion as per c*ause 2>0=.1.F sand and coarsea++re+ates conformin+ to S@ 9>9 and ta!*e 1 of S@ <012 respecti#e*yF ,atercement ratio ran+in+ from 0.9 to 0.0F density of +unite not *ess tan 20003+(cumF stren+t not *ess tan 2 Mpa and ,or3mansip conformin+ to c*ause2>0=.8.

7pp*yin+ pre?pac3ed cement !ased po*ymer mortar of stren+t - Mpa at 2>days for rep*acement of spa**ed concrete

8/17/2019 SOR-2014-15 (Folder-2).xls


309

pre-pac)e! cement ase! polymer mortar of strenth '5 Mpa at 2 !ays ) 12300 L8A4?6N L8A4?6N M-1'5

A!! % per cent of #a $ aoe for astae3 L8A4?6N

!) a!our

8/17/2019 SOR-2014-15 (Folder-2).xls


310

Mate !ay 030' 15307 73'0 4-12

Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15

Ma!oor !ay 0350 177307 35' 4-1%



Cost for 10 s*m K a@@c@! L8A4?6N

Rate per sqm ' %a&!&c&d)(10 L8A4?6N

say ;

18.11 2>0 /proy !ondin+ of ne, concrete to o*d concrete


a) Materia*) 300 '132 %5'35 M-0

A!! % per cent of #a $ aoe for astae3 1153,'

!) a!our

Mate !a 030' 15307 73'0 4-12

Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15

Ma!oor !a 0350 177307 35' 4-1%

c) "#eread car+es $ 0.9 on %a&!) 125030


Cost for 10 s*m K a@@c@! 5,23,0

Rate per sqm ' %a&!&c&d)(10 5,32,

say 5"6.00

18.12 2>10

Span assumed@ 2 m

No. of ca!*es@ - no.

No. of ancora+es @ > no.

Unit = T Taking output = 1 T

Assume 1237mm !ia3 +tran! in 1291% system3 <eiht-3'2 )/m of cale3

a) Materia*

9+ stran! inclu!in 5 per cent astae an! e"tra lenth for ac)in tonne 1305 ,2'137 ,55%372 M-11

(P6 pipes 75mm !ia inclu!in 5 per cent astae metre 112300 1523'5 1707'3%7 M-11'Cement for routin ) '00300 537 2%1537 M-01/1000

9ue anchorae set complete ith earin plate permanent e!es etc each 300 %'3%5 27'3% M-17

6po"y ) ,300 2231 1,,35 M-05

M+ plates for !eiator #here !eiator loc)s are not proi!e!$ tonne 2310 ',5273%% 77073'0 M-17

%,2137

!) a!our

i) Aor ma3in+ o*es in te structure .

Mate !ay 032' 15307 ''3'2 4-12

Ma!oor +emi-s)ille!$ !ay %300 10307 5'0321 4-1'

Ma!oor !ay %300 177307 5%1321 4-1%

ii) Aor ma3in+ and fiin+ ancora+es for ca!*es and p*acement of ca!*es .

Mate !ay 03'' 15307 13'% 4-12

Blac)smith !ay %300 2%'32 70237 4-02

Ma!oor !ay 300 177307 1'1,35, 4-1%

iii) Aor prestressin+

Mate/+uperisor !ay 031% 15307 2'30, 4-12

.itter !ay 0370 2%32 1,,30 4-0

Ma!oor !a 23,5 177307 ',32' 4-1%

i#) Aor +routin+

Mate/+uperisor !ay 031% 15307 2'30, 4-12

Mason !ay 0370 2%'32 1,'300 4-11

Ma!oor !ay 23,5 177307 ',32' 4-1%

c) Macinery

+tressin ac) ith pump hour '300 11,310 ','3'0 P&M-0'0

Groutin pump ith aitator hour 13%5 112377 15232' M-111

d) "#eread car es $ 0.9 on %a&!&c) ,0%'3'5


Rate per MT ' %a&!&c&d&e) %2'27352

say 3#4#"8.00

6po"y resin ith pot life not less than ,0-0 minutes an! satisfyin testin asper clause 20%3

ro#idin+ eterna* prestressin+ ,it i+ tensi*e stee* ,ires(strands inc*udin+

dri**in+ for passa+e of prestessin+ stee*F a** accessories for stressin+ andstressin+ operation and +routin+ comp*ete as per dra,in+ and Tecnica*Specification

A!! 20 per cent cost of material for other materials li)e lea! sheet sleees!eiator fi"tures etc3

8/17/2019 SOR-2014-15 (Folder-2).xls


311

18.19 2>10

Span assumed@ 0 m

No. of ca!*es@ - no.

No. of ancora+es @ > no.

Unit = T Taking output = 3.10 T

Assume 1237mm !ia3 +tran! in 191% system3 <eiht-1'37% )/m of cale3

a) Materia*

9+ stran! inclu!in 5 per cent astae an! e"tra lenth for ac)in tonne %310 ,2'137 1%'321 M-11

(P6 pipes 0mm !ia inclu!in 5 per cent astae metre 22'300 1523'5 %'1'37' M-115

Cement for routin tonne 1301 573'7 5'73%7 M-01

9ue anchorae set complete ith earin plate permanent e!es etc each 300 %'3%5 27'3% M-17

6po"y ) 10300 2231 2230 M-05

M+ plates for !eiator #here !eiator loc)s are not proi!e!$ tonne 7300 ',5273%% %25,13%% M-17

112'57371

!) a!ouri) Aor ma3in+ o*es in te structure .

Mate !ay 030 15307 1'31 4-12

Ma!oor +emi-s)ille!$ !ay 300 10307 1''035, 4-1'

Ma!oor !ay 300 177307 1'1,35, 4-1%


Mate !ay 132 15307 2%,3 4-12

Blac)smith !ay 7300 2%'32 1,'030% 4-02

Ma!oor !ay 25300 177307 ''2,375 4-1%

iii) Aor prestressin+

Mate/+uperisor !ay 0320 15307 %7301 4-12

.itter !ay 1300 2%32 2%32 4-0

Ma!oor !ay '300 177307 7032 4-1%

i#) Aor routin

Mate/+uperisor !ay 032, 15307 '312 4-12

Mason !a 1350 2%'32 %513'' 4-11

Ma!oor !ay 5300 177307 53%5 4-1%

c) Macinery

+tressin ac) ith pump hour 7300 11,310 12370 P&M-0'0

Groutin pump ith a itator hour %300 112377 %%3%1 M-111


e) ContractorBs profit $ 0.1 on %a&!&c&d) %5'3%

Cost for 9.10 MT ' a&!&c&d&e 2317

Rate per MT ' %a&!&c&d&e)(9.10 %170,%3%

say 317064.00

18.1- 2>10

Span assumed@ 100 m

No. of ca!*es@ 8 no.

No. of ancora+es @ 12 no.

Unit = T Taking output = ".#8 T

Assume 1237mm !ia3 +tran! in 191% system3 <eiht-1'37% )/m of cale3

a) Materia*

9+ stran! inclu!in 5 per cent astae an! e"tra lenth for ac)in tonne 32 ,2'137 572',32' M-11

(P6 pipes 0 mm !ia inclu!in 5 per cent astae metre ,72300 1523'5 102'',32% M-115

Cement for routin tonne %30' 573'7 17,00300 M-01

9ue anchorae set complete ith earin plate permanent e!es etc each 12300 %'3%5 '1232' M-17

6po"y ) 1'300 2231 %53%% M-05

M+ plates for !eiator #here !eiator loc)s are not proi!e!$ tonne 20300 ',5273%% %05',3,7 M-17

%2,'231'

ro#idin+ eterna* prestressin+ ,it i+ tensi*e stee* ,ires(strands inc*udin+dri**in+ for passa+e of prestessin+ stee*F a** accessories for stressin+ andstressin+ operation and +routin+ comp*ete as per dra,in+ and Tecnica*Specification


ro#idin+ eterna* prestressin+ ,it i+ tensi*e stee* ,ires(strands inc*udin+dri**in+ for passa+e of prestessin+ stee*F a** accessories for stressin+ andstressin+ operation and +routin+ comp*ete as per dra,in+ and Tecnica*

Specification

8/17/2019 SOR-2014-15 (Folder-2).xls


312

!) a!our

i) Aor ma3in+ o*es in te structure .

Mate !ay 1372 15307 %13%2 4-12

8/17/2019 SOR-2014-15 (Folder-2).xls


313

Ma!oor +emi-s)ille!$ !ay 1300 10307 %2'132, 4-1'

Ma!oor !ay 25300 177307 ''2,375 4-1%


Mate !ay '300 15307 7'032 4-12

Blac)smith !a 20300 2%'32 ',530 4-02

Ma!oor !ay 0300 177307 1'1,53,0 4-1%

iii) Aor prestressin

Mate/+uperisor !ay 03%0 15307 55352 4-12

.itter !ay 1350 2%32 %573'' 4-0

Ma!oor !ay ,300 177307 10,23'2 4-1%

i#) Aor routinMate/+uperisor !ay 1300 15307 15307 4-12

Mason !a 5300 2%'32 11713'5 4-11

Ma!oor !ay 20300 177307 %5'13'0 4-1%

c) Macinery

+tressin ac) ith pump hour 10300 11,310 11,1300 P&M-0'0

Groutin pump ith a itator hour 10300 112377 1127371 M-111


e) ContractorBs profit $ 0.1 on %a&!&c&d) 25,'307

Cost for <.2> MT ' a&!&c&d&e 25,1231

Rate per MT ' %a&!&c&d&e)(<.2> %07772350

say 307773.00

18.1 2>0> Rep*acement of 6earin+s comp*ete as per Tecnica* Specification

Unit = 9o


a) iftin+ of span

i$ ire char es for ac) of '0 tonne liftin capacit 3 each %300 7531, 227'3' P&M-0'

Mate !ay 03,' 15307 113'' 4-12

Ma!oor #+)ille!$ !a '300 20,3 273, 4-15

Ma!oor !ay 12300 177307 212'3' 4-1%

$ <oo!en pac)in cum 0315 L8A4?6N L8A4?6N M-15

!) Rep*acement of !earin+

Cost of earin 3 each %300 55%32 1,7,'3% M-0,5



Cost of repair of % earins K a@@c@! L8A4?6N

Rate of repair per !earin ' %a&!&c&d)(9 L8A4?6Nsay ;

Note 9he or) entails replacement of all the earins on one si!e of the span3

18.18 2>0> Rectification of 6earin+s as per Tecnica* Specifications

Unit = 1 9o


i$ ire chares for ac) of '0 tonne liftin capacity3 each %300 7531, 227'3' P&M-0'

ii$ Mate !a 03,' 15307 113'' 4-12

iii$ Ma!oor #+)ille!$ !ay '300 20,3 273, 4-15i$ Ma!oor !a 12300 177307 212'3' 4-1%

$ <oo!en pac)in cum 0315 L8A4?6N L8A4?6N M-15

!) Cost of parts to !e rep*aced for 9 !earin s. each %300 L8A4?6N L8A4?6N M-0,'



Cost of repair of % earins K a@@c@! L8A4?6N

Rate of repair per !earin+ ' %a&!&c&d)(9 L8A4?6N

say ;

Note

18.1= Rep*acement of /pansion oints comp*ete as per dra,in+s

Unit A1 ?

Taking output = 1# ? a) Materia*

6po"y for on!in ne concrete to ol! concrete 03 )/s*m ) 3,0 2231 271'37 M-05

M-%0 ra!e cement concrete e"clu!in > & CP #;ate as per i tems 1'31 C # i$ cum %3,0 '2300 15'7230

!) a!our

4iftin of superstructure span y ac)in up from elo i3e3 y placin the ac)s onpier/autment caps for span lenth of %0m3

a) iftin+ of superstructure span !y Jac3in+ up from !e*o, i.e. !y p*acin+ te Jac3s on pier(a!utment caps for span *en+t of 90m.

9he rectification of % earins inclu!e! in this analysis are on the same si!e of thespan3

:tem 1'31#C$

8/17/2019 SOR-2014-15 (Folder-2).xls


314

Mate !ay 032, 15307 '312 4-12

Ma!oor !ay ,300 177307 10,23'2 4-1%

Ma!oor #+)ille!$ !ay 0350 20,3 10%350 4-15

c) "#eread car+es $ 0.9 on %a&!) 52035'

d) ContractorBs profit $ 0.1 on %a&!&c) 252232%Cost for replacement of 12 ;M K a@@c@! 277''357

Rate per RM ' %a&!&c&d)(12 2%12305

say #31#.00

Note

18.1> Rep*acement of Dama ed Concrete Rai*in .

Unit = ? Taking output = 10 ?

a) a!our

4aour for !ismantlin ol! railin an! !isposal of !ismantle! material3

Mate !ay 0320 15307 %7301 4-12

Ma!oor !ay 5300 177307 53%5 4-1%

!) Maciner

9ractor-trolley for !isposal of !ismantle! material hour 1300 171302 171302 P&M-05%

c) "#eread car+es $ 0.9 on %a&!) %2301

d) ContractorBs profit $ 0.1 on %a&!&c) 1'231'Cost for 10 m K a@@c@! 15,%35'

Rate per metre ' %a&!&c&d)(10 15,3%5

say 156.00

Note

18.1< Rep*acement of Cras 6arrier.

Unit = ? Taking output = 10

a) a!our


Mate !ay 03'0 15307 7'30% 4-12

Ma!oor !ay 10300 177307 1770370 4-1%

!) Maciner9ractor-trolley for !isposal of !ismantle! material hour 1300 171302 171302 P&M-05%

c) "#eread car es $ 0.9 on %a&!) ,0'372


Cost for 10 m K a@@c@! 22352


say #88.00

Note

18.20 Rep*acement of Dama+ed Mi*d Stee* Rai*in+

Unit = ? Taking output = 10

a) a!our


Mate !ay 031, 15307 23,1 4-12

Ma!oor !ay '300 177307 7032 4-1%

!) Macinery

9ractor-trolley for !isposal of !ismantle! material hour 1300 171302 171302 P&M-05%

c) "#eread car es $ 0.9 on %a&!) 2723,7


Cost for 10 m K a@@c@! 1237'


say 130.00

18.21 Repair of Cras 6arrier

Unit = ?unning mete.Taking output = 10 .

a) Manpo,er;

Mate !ay 030' 15307 73'0 4-12

;emoal of ol! e"pansion oint inclu!in rea)in of concrete cuttin of lus an!shiftin of ro)en material etc3

9he rate for the installation of ne e"pansion oints may e ta)en from the chapter

on superstructure3 Bro)en concrete ill hae to e replace! hich has eeninclu!e! in this analysis3

9he rate for the proision of ne railin may e a!opte! from the chapter onsuperstructure3

9he rate for the construction of ne crash arrier may e a!opte! from chapter on9raffic an! 9ransportation3

;epair of concrete crash arrier ith cement concert of M-%0 ra!e y cuttin an!trimmin the !amae! portion to a reular shape cleanin the area to e repaire!thorouhly applyin cement concert after erection of proper form or)3

:t is assume! that !amae is to the e"tent of 10 per cent of the olume ofconcrete 39his ill re*uire 03%0 cum of concrete3

8/17/2019 SOR-2014-15 (Folder-2).xls


315

Ma!oor !ay 1300 177307 177307 4-1%

!) Materia*

M-%0 ra!e cement concre te e"clu!in > & CP #;a te as per items 1'31 C # i$ cum 03%0 '2300 123'0

9his may e price! ase! on the rate ien the chapter of superstructure3 (:; use! item

c) "#eread car+es $ 0.9 on %a) ''231,

d) ContractorBs profit $ 0.1 on %a&c) 113,0

Cost for 10 m K a@@c@! 21073,'

Rate per m ' %a&!&c&d)(10 21037,

say #11.00

18.22 Repair of RCC Rai*in+

Carryin out repair of ;CC M%0 railin to rin it to the oriinal shape3

Unit = ?unning mete.

Taking output = 10 .

:t is assume! that !amae is to the e"tent of 10 per cent 3

a) Materia*

M-%0 ra!e cement concre te e"clu!in > & CP #;a te as per items 1'31 C # i$ cum 0310 '2300 '230

+( ar reinforcement ;ate as per item Io 1'32#6"clu!in > & CP$ tonne 0301% 510,'300 ,,%3% :tem 1'32 A

!) a!our; (:; use! item

Mate !ay 0301, 15307 23, 4-12

ma!oor !ay 0320 177307 %53'1 4-1%

c) "#eread car+es $ 0.9 on %!) %%3,0

d) ContractorBs profit $ 0.1 on %!&c) 1'731,

Cost for 10 m K a@@c@! 1,1377

Rate per m ' %a&!&c&d)(10 1,13

say 16#.00

18.29 Repair of Stee* Rai*in+

;epair of steel railin to rin it to the ori inal shape

:t is assume! that the !amae to the steel railin is to the e"tent of 10 per cent 3

Unit = ?unning mete.Taking output = 10 .

a) Materia*

Mil! steel :+MC series ) 2300 ',35% 1%'32 M-17/100

.lat iron ) 10300 ',35% ',5327 M-17/100

M+ Bolt an! nuts ) 1300 '53'2 '53'2 M-1%0

A!! 5 per cent of cost of material for paintin3 %300!) a!our

Mate !ay 0301, 15307 23, 4-12

Ma!oor #+)ille!$ !ay 0320 20,3 '13'0 4-15

Ma!oor !ay 0320 177307 %53'1 4-1%

c) "#eread car+es $ 0.9 on %a&!) ,03%

d) ContractorBs profit $ 0.1 on %a&!&c) 2,'32,

Cost of repair for10m K a@@c@! 20,35

Cost of meter ' %a&!&c&d)(10 203,

say #"1.00

.or !ismantlin an! trimmin the surface to a reular shape an! remoal of!amae! material3

:tem 1'31#C

:tem 1'31#C

.or !ismantlin an! trimmin the surface to a reular shape an! remoal of!amae! material3

8/17/2019 SOR-2014-15 (Folder-2).xls


Sub * Analysis0B

'*?C-'D2nd Editi"n


9.1 901 /ca#ation in Soi* !y Manua* Means .

Note

Unit = cum


a) a!our

Mate !ay 1300 15307 %%%31% 4-12

Ma!oor !ay '53000 177307 7,315 4-1%

!) Macinery9ruc) 535 cum capacity hour 103000 0300 0300 P&M-057

c) "#eread car+es $ 0.1 on %a&!) %031%

d) ContractorBs profit $ 0.1 on %a&!&c) 1%31'

Cost of 120 cum K a@@c@! 100''35'

Rate per cum ' %a&!&c&d)(120 %370

Roya*ity $ Rs. 2-.00 per Cum 2'300

Rate per cum say 10>.00

9.1 901 /ca#ation in Soi* !y Manua* Means .

Unit = cum


a) a!our

Mate !ay 1300 15307 %%%31% 4-12

Ma!oor !ay '53000 177307 7,315 4-1%

!) Macinery

9ruc) 535 cum capacity hour 103000 77%300 77%0300 P&M-057

+mooth heel roller 70 cum per hour hour 13500 ,,5300 7350 P&M-0''

<ater 9an)er ,30 4 capicity hour 0300 11132' 3 P&M-0,0

c) Materia*s

Cost of ater 4 '300 1,7307 013% M-1

d) "#eread car+es $ 0.1 on %a&!&c) 17137e) ContractorBs profit $ 0.1 on %a&!&c&d) 171317

Cost of 120 cum K a@@c@!@e 21,23%

Rate per cum ' %a&!&c&d&e)(120 103,


Rate per cum say #05.00

9.2 901 /ca#ation in "rdinary Roc3 !y Manua* Means

Unit = cum


Ref. toMoRT

Spec.

Remar3s(

nput ref.

SU6 7N7?6 %1)

6"caation for roa!ay in soil usin manual meansinclu!in loa!in in truc) for carryin of cut earth toeman)ment site ith all lifts an! lea! upto1000metres3:nclu!in royality ;s3 2'300 per cum ut

e"clu!in the cost of aterin rollin & compaction

n case tere is a situation ,ere te cross?

section is of cut and fi** and cut eart is requiredto !e used in em!an3ment in te immediate#icinityF te item of carria+e in te truc3 sa** !e

omitted.

SU6 7N7

?6 %2)

6"caation for roa!ay in soil usin manual means

inclu!in loa!in in truc) for carryin of cut earth toeman)ment site ith all lifts an! lea! upto1000metres3

SU6 7N7?6

6"caation in or!inary roc) usin manual meansinclu!in loa!in in a truc) an! carryin of e"caate!material to eman)ment site ith in all lifts an! lea!supto 1000 metres #inclu!in royality ;s3 2'300 percum ut e"clu!in aterin rollin & compaction$

8/17/2019 SOR-2014-15 (Folder-2).xls


Sub * Analysis0B

'*?C-'D2nd Editi"n

a) a!our

Mate !ay 2300 15307 51320 4-12

Ma!oor !ay 703000 177307 12%'30 4-1%

!) Macinery

c) "#eread car+es $ 0.1 on %a&!) 1213%1

d) ContractorBs profit $ 0.1 on %a&!&c) 1'203''

Cost for 120 cum K a@@c@! 15,2'35

Rate per cum ' %a&!&c&d)(120 1%0321

Roya*ity $ Rs. 2-.00 per Cum 2'300Rate per cum 15'321

say 154.00

Note

9.2 901 /ca#ation in "rdinary Roc3 !y Manua* Means

Unit = cum


a) a!our

Mate !ay 2300 15307 51320 4-12

Ma!oor !ay 703000 177307 12%'30 4-1%

!) Macinery

9ruc) 535 cum capacity hour 103000 77%300 77%0300 P&M-057

+mooth heel roller 70 cum per hour hour 13500 ,,5300 7350 P&M-0''

<ater 9an)er ,30 4 capicity hour 0300 11132' 3 P&M-0,0

c) Materia*s

Cost of ater 4 '300 1,7307 013% M-1


e) ContractorBs profit $ 0.1 on %a&!&c&d) 2'73'7Cost for 120 cum K a@@c@! 272,%31%

Rate per cum ' %a&!&c&d)(120 22731


Rate per cum 25131

say #51.00

9.8 901

Unit = cum


a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery

hour ,3000 151,3%2 0732 P&M-02,

9ipper 535 cum capacity ' trips per hour3 hour 1,3000 7%300 1%,300 P&M-0'

+mooth heel roller 70 cum per hour hour '3500 ,,5300 22350 P&M-0''

<ater 9an)er ,30 4 capicity hour 23'00 11132' 2,,3 P&M-0,0

c) Materia*s

Cost of ater 4 1'3'00 1,7307 2'0537 M-1



:n case there is a situation here the cross-section isof cut an! fill an! cut earth is re*uire! to e use! ineman)ment in the imme!iate icinity the item ofcarriae in the truc) shall e omitte!3

SU6 7N7?6

6"caation in or!inary roc) usin manual meansinclu!in loa!in in a truc) an! carryin of e"caate!material to eman)ment site ith in all lifts an! lea!supto 1000 metres #inclu!in royality ;s3 2'300 percum aterin rollin & compaction - from imme!iate

icinity$

/ca#ation in Soi* usin+ ydrau*ic /ca#ator C5

<0 and Tippers ,it Disposa* upto 1000 metres.

SU6 7N7?6

6"caation for roa!or) in soil ith hy!raulice"caator of 03 cum uc)et capacity inclu!incuttin an! loa!in in tippers trimmin ottom an!si!e slopes in accor!ance ith re*uirements oflines ra!es an! cross sections an! transportin tothe eman)ment location ithin all lifts an! lea! upto1000m #inclu!in royality ;s3 2'300 per cum

aterin rollin & compaction$

y!raulic e"caator 03 cum uc)et capacity ,0 cum per hour

8/17/2019 SOR-2014-15 (Folder-2).xls


Sub * Analysis0B

'*?C-'D2nd Editi"n

Cost for %,0 cum K a@@c@! %5211315

Rate per cum ' %a&!&c&d)(980 731


Rate per cum 12131

say 1##.00

9.= 901

Unit = cum


a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery hour ,3000 151,3%2 0732 P&M-02,

9ipper 535 cum capacity ' trips per hour3 hour 113000 7%300 ,0%300 P&M-0'

+mooth heel roller 70 cum per hour hour %3000 ,,5300 15300 P&M-0''

<ater 9an)er ,30 4 capicity hour 13,00 11132' 1773 P&M-0,0

c) Materia*s

Cost of ater 4 3,00 1,7307 1,0%35 M-1

d) "#eread car+es $ 0.1 on %a&!&c) 22'3,7


Cost for 2'0 cum K a@@c@!@e 27,''351

Rate per cum ' %a&!&c&d&e)(2-0 11531


Rate per cum 1%31

say 13".009.10 901 /ca#ation in Marsy Soi*

Unit = cum


a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%!) Macinery

hour ,3000 151,3%2 0732 P&M-02,

9ipper 535 cum capacity ' trips per hour3 hour 1%3,'0 7%300 1107372 P&M-0'

+mooth heel roller 70 cum per hour hour %3750 ,,5300 2'%375 P&M-0''

<ater 9an)er ,30 4 capicity hour 23000 11132' 2223' P&M-0,0

c) Materia*s

Cost of ater 4 123000 1,7307 200'32 M-1



Cost for %00 cum K a@@c@!@e %1575372

Rate per cum ' %a&!&c&d&e)(900 105325


Rate per cum 12325

say 1#".00

9.18 90

/ca#ation in "rdinary Roc3 usin+ ydrau*ic/ca#ator C5?<0 and Tippers ,it Disposa* upto

1000 metres.

SU6 7N7?6

6"caation for roa!ay in or!inary roc) ithhy!raulic e"caator of 03 cum uc)et capacityinclu!in cuttin an! loa!in in tippers transportinto eman)ment site ithin all lifts an! lea! upto 1000m trimmin ottom an! si!e slopes in accor!ance

ith re*uirements of lines ra!es an! cross sections#inclu!in royality ;s3 2'300 per cum aterinrollin & compaction$

y!raulic 6"caator 030 cum uc)et capacity %, cum per hour

SU6 7N7

?66"caation for roa!ay in marshy soil ith hy!raulice"caator 03 cum uc)et capacity inclu!in cuttinan! loa!in in tippers an! !isposal ith in all lifts an!lea! upto 1000 metres trimmin of ottom an! si!eslopes in accor!ance ith re*uirements of linesra!es an! cross sections #inclu!in royality ;s32'300 per cum aterin rollin & compaction$

y!raulic e"caator 030 cum uc)et capacity 50 cum per hour

Construction of /m!an3ment ,it Materia*o!tained from 6orro,pits

8/17/2019 SOR-2014-15 (Folder-2).xls


Sub * Analysis0B

'*?C-'D2nd Editi"n

Unit = cum


a) a!our

Mate !ay 030'0 15307 73'0 4-12Ma!oor !ay 13000 177307 177307 4-1%

!) Macinery

hour 13,70 151,3%2 25%2325 P&M-02,

9ipper 10 tonne capacity tonne3)m 1,0 " 4 23, '235' P&M-0'7

'235




hour 13'%0 ,,5300 5035 P&M-0''

c) Materia*

Cost of ater 4 2'3000 1,7307 '003,' M-1

cum 1003000 25310 2510300 M-02


e) ContractorBs profit $ 0.1 on %a&!&c&d) 1,703%



say 184.00

9.1= 90

Unit = cum


a) a!our

Mate !ay 03020 15307 %370 4-12

Ma!oor !ay 03500 177307 35' 4-1%!) Macinery




hour 13'%0 ,,5300 5035 P&M-0''

c) Materia*

Cost of ater 4 2'3000 1,7307 '003,' M-1

d) "#eread car+es $ 0.1 on %a&!&c) 53''

e) ContractorBs profit $ 0.1 on %a&!&c&d) 105'32 M-1

;ate for 100 cum K a@@c@!@e 115731% M-02

Rate per cum ' %a&!&c&d&e)(100 11537

say 116.00

SU6 7N7?6

Construction of eman)ment ith approe! materialotaine! from orro pits ith all lifts an! lea!stransportin to site sprea!in ra!in to re*uire!slope an! compactin to meet re*uirement of tale%00-23

y!raulic 6"caator1 cum uc)et capacity ,0 cum per hour

A!! 10 per cent of cost of carriae to coercost of loa!in an! unloa!in

+mooth heel roller -10 tonnes 70 cum per

hour

Compensation & ;oyality for earth ta)en frompriate lan!

Compensation for earth ill ary from place to placean! ill hae to e assesse! realistically as perparticular roun! situation3 :n case earth is aailalefrom Got3 lan! compensation for earth ill not e

re*uire!3 9he position is re*uire! to e clearly state!in the cost estimate3

Construction of /m!an3ment ,it Materia*Deposited from Road,ay Cuttin+

SU6 7N7?6

Construction of eman)ment ith approe!materials !eposite! at site from roa!ay cuttin an!e"caation from !rain an! foun!ation of otherstructures ra!e! an! compacte! to meetre*uirement of tale %00-23

+mooth heel roller -10 tonnes 5, cum perhour

8/17/2019 SOR-2014-15 (Folder-2).xls


Sub * Analysis0B

'*?C-'D2nd Editi"n

9.1> 90 Construction of Su!+rade and /arten Sou*ders

Unit = cum


a) a!our

Mate !ay 030'0 15307 73'0 4-12

Ma!oor !ay 13000 177307 177307 4-1%

!) Macinery

hour 13,70 151,3%2 25%2325 P&M-02,

9ipper 10 tonne capacity tonne3)m 175"4 23, ',372 P&M-0'7

',37


Motor ra!er for ra!in 50 cum per hour hour 23000 251300 50%300 P&M-0%2

<ater tan)er ith , )m lea! hour '3000 11132' '''3, P&M-0,0

hour 1370 ,,5300 1103%5 P&M-0''

c) Materia*

Cost of ater 4 2'3000 1,7307 '003,' M-1

cum 1003000 25310 2510300 M-02



Cost for 100 cum K a@@c@!@e 217713%

Rate per cum ' %a&!&c&d&e)(100 217371

say #18.00

9.1< 90.9.- Compactin+ "ri+ina* 4round

Case?

Unit = cum

Taking output = 600 cuma) a!our

Mate !ay 03120 15307 22321 4-12

Ma!oor !ay %3000 177307 5%1321 4-1%

!) Macinery

9ractor ith ripper attachment hour 3000 25312 25,,30 P&M-055

Motor ra!er for ra!in hour ,3000 251300 1511'300 P&M-0%2

<ater tan)er , 4 capacity hour '3000 11132' '''3, P&M-0,0

hour 103710 ,,5300 7122315 P&M-0''

c) Materia*

Cost of ater 4 2'3000 1,7307 '003,' M-1


e) ContractorBs profit $ 0.1 on %a&!&c&d) %2731%

Cost for ,00 cum K a@@c@!@e %,0703'0Rate per cum ' %a&!&c&d&e)(800 ,0312

say 60.00

:n case the earth cuttin is !one y !oer an!pushe! for fillin in the eman)ment the input of!oer in the cost of eman)ment shall e !elete! asthe same is alrea!y proi!e! in the cost ofe"caation3 oeer if the earth is !umpe! ytippers from roa!ay cuttin the input of !oer forsprea!in is re*uire! to e proi!e!3

SU6 7N7?6

Construction of su-ra!e an! earthen shoul!ers ith approe! material otaine! from orro pits ith a ll lifts & lea!s transportin to site sprea!inra!in to re*uire! slope an! compacte! to meetre*uirement of tale Io3 %00-2

y!raulic e"caator1 cum uc)et capacity

,0 cum per hour



Compensation & ;oyality for earth ta)en from priatelan!

Compactin+ ori+ina* +round supportin+ su!?+rade

SU6 7N7?6

4oosenin of the roun! upto a leel of 500 mmelo the su-ra!e leel atere! ra!e! an!compacte! in layers to meet re*uirement of tale%00-2 for su-ra!e construction3

8/17/2019 SOR-2014-15 (Folder-2).xls


Sub * Analysis0B

'*?C-'D2nd Editi"n

9.1<

Unit = cum


a) a!our

Mate !ay 0300 15307 1'31 4-12

Ma!oor !ay 23000 177307 %5'31' 4-1%

!) Macinery

9ractor ith ripper attachment hour ,3000 25312 1710372 P&M-055

hour 103710 ,,5300 7122315 P&M-0''


c) Materia*

Cost of ater 4 2'3000 1,7307 '003,' M-1

d) "#eread car+es $ 0.1 on %a&!&c) 1%,53,'


Cost for ,00 cum K #a@@c@!@e$ 1,52'32,

Rate per sqm ' %a&!&c&d&e)(800 2735'

say #8.00

5.11 12

Case

Unit = s$m

Taking output = 10#50 s$m %#05 cum&

a) a!our

Mate !ay 03'0 15307 1553', 4-12

!ay 1,3000 177307 2%%312 4-1%


!) Macinery

i$ MP of appropicate capacity - 75 t per hour hour ,3000 %%'1300 20%0',300 P&M-022

ii$ 6lectric Generator +et 250 8A hour ,3000 %2%7300 1'22300 P&M-01

iii$ .ront en! loa!er 1 cum uc)et capacity hour ,3000 11300 712300 P&M-017

i$ 9ipper 10 tonne capacity tonne3)m '50 " 4 23, 120532

12035%

hour ,3000 %12300 17,300 P&M-0%'

i$ +mooth heele!-10 tonnes eiht hour ,3000 ,,5300 %0300 P&M-0''c) Materia*

Type ? 6

Compactin+ ori+ina* +round supportin+em!an3ment

SU6 7N7?6

Case? 4oosenin leelin an! Compactin oriinal roun!supportin eman)ment to facilitate placement offirst layer of eman)ment scarifie! to a !epth of 150mm mi"e! ith ater at >MC an! then compacte!y rollin so as to achiee minimum !ry !ensity asien in 9ale %00-2 for eman)ment construction3


C*ose 4raded remi Surfacin+(Mied Sea*Surfacin+

Mechanical means usin MP of appropriatecapacity not less than 75 tonnes/hour3

Su! ?7na*ysis

for TypeB6K

Proi!in layin an! rollin of close-ra!e! premi"surfacin material of 20 mm thic)ness compose! of

1132 mm to 030 mm #9ype-a$ or 1%32 mm to 030mm #9ype-$ areates usin penetration ra!eitumen to the re*uire! line ra!e an! leel to sereas earin course on a preiously prepare! aseinclu!in mi"in in a suitale plant layin an! rollin

ith a +mooth heele! roller -10 tonne capacityan! finishin to re*uire! leel an! ra!e3

Ma!oor or)in ith MP roa! seeper

paer an! roller

4ea! K1 )m &P&M-0'7


$ Paer finisher hy!rostatic ith sensorattachment

8/17/2019 SOR-2014-15 (Folder-2).xls


Sub * Analysis0B

'*?C-'D2nd Editi"n

Bitumen 1 ) per 10 s*m tonne 13'0 522,311 10120231 M-07'

cum 27,3750 ,2'300 172,2300 M-0'2


e) ContractorBs profit $ 0.1 on %a&!&c&d) 15%'537%

Cost for 10250 s*m K a@@c@!@e 17520%301

Rate per sqm ' %a&!&c&d&e)(1020 171301


ith S"ooth 1heel Roller

-.< -0- Hater 6ound Macadam

6y Manua* Means

7 Unit = cum


a) a!our

Mate !ay 10300 15307 1,5351 4-12

Ma!oor s)il le! !ay 23000 20,3 '1%3 4-15

Ma!oor !ay 2503000 177307 ''2,7350 4-1%

!) Macinery

+mooth % heele! steel roller %0cum/hour hour 123000 ,,5300 70300 P&M-0''


c) Materia* % Refer ta!*e -00 ? =F > G < )

-.<7 4radin+?%i) 7++re+ate

cum '%53,00 ',53%7 20271'3' M-0%

Stone Screenin+

cum 73200 ,2'300 ,0,5230 M-0'2

"R

cum 103000 113,' 12213%5 M-007

6indin+ materia*

cum 2300 113,' %''53, M-007

Cost of ater 4 1''3000 1,7307 2'05732 M-1

-.<7 %i) Usin+ Scrinin+ Crusa!*e type suc as Moorum or 4ra#e*%a) d) "#eread car+es $ 0.1 on %a&!&c) 2,30'

e) ContractorBs profit $ 0.1 on %a&!&c&d) %2,573'

Cost for %,0 cum K a@@c@!@e %52%73%


say ""8.00

"R

-.<7 %i) Usin+ Scrinin+ Type?7 %19.2mm a++.)

%!) d) "#eread car+es $ 0.1 on %a&!&c) %'0,375e) ContractorBs profit $ 0.1 on %a&!&c&d) %273'%

Cost for %,0 cum K a@@c@!@e '211,137%

+tone crushe! areates 1%32 mm to 030mm 0327 cum per 10 s*m

SU6 7N7?6

Proi!in layin sprea!in an! compactin stoneareates of specific sies to ater oun!maca!am specification inclu!in sprea!in inuniform thic)ness han! pac)in rollin ith %

heele! steel/ iratory roller -10 tonnes in staesto proper ra!e an! camer applyin an! roominre*uisite type of screenin/ in!in Materials to fill upthe interstices of coarse areate aterin an!compactin to the re*uire! !ensity3

Gra!in-: 0 mm to '5 mm 1321cum per 10s*m for compacte! thic)ness of 100 mm

9ype A 1%32 mm for +radin+? 0327 cum per10 s*m


Bin!in Material 030cum per 10 s*m forra!in : material

8/17/2019 SOR-2014-15 (Folder-2).xls


Sub * Analysis0B

'*?C-'D2nd Editi"n

Rate per cum ' %a&!&c&d&e)(980 11,3

say 1170.00

-.<7 4radin+?%ii) 7++re+ate

cum '%53,00 5%231 2%21%,35 M-0%

Stone Screenin+

cum 573,00 ,2'300 %5'23'0 M-0'2

"R

cum 105350 113,' 12,%%301 M-007

"R

cum ,3'00 50%300 '%'5320 M-0'1

6indin+ materia*

cum 2300 113,' %''53, M-007

Cost of ater 4 1''3000 1,7307 2'05732 M-1

-.<7 %ii) Usin+ Scrinin+ Crusa!*e type suc as Moorum or 4ra#e*

%a) d) "#eread car+es $ 0.1 on %a&!&c) %2,023'2

e) ContractorBs profit $ 0.1 on %a&!&c&d) %5,23,,

Cost for %,0 cum K a@@c@!@e %''32'

Rate per cum ' %a&!&c&d&e)(980 10530

say 10"6.00

"R

-.<7 %ii) Usin+ Scrinin+ Type?7 %19.2mm a++.)

%!) d) "#eread car+es $ 0.1 on %a&!&c) %52773%


Cost for %,0 cum K a@@c@!@e '2,,23

Rate per cum ' %a&!&c&d&e)(980 11537%

say 1186.00


%c) d) "#eread car+es $ 0.1 on %a&!&c) %,023,1

e) ContractorBs profit $ 0.1 on %a&!&c&d) %,%2357

Cost for %,0 cum K a@@c@!@e '%55322

Rate per cum ' %a&!&c&d&e)(980 1211300

say 1#11.00

-.<7 4radin+?

%iii) 7++re+atecum '%53,00 552321 2'05'231 M-0%,

Stone Screenin+

cum ,3'00 50%300 '%'5320 M-0'1

"R

cum 105350 113,' 12,%%301 M-007

6indin+ materia*

cum 2300 113,' %''53, M-007

Cost of ater 4 1''3000 1,7307 2'05732 M-1

-.<7 %iii) Usin+ Scrinin+ Crusa!*e type suc as Moorum or 4ra#e*

Gra!in-:: ,% mm to '5 mm /Gra!in-::: 5% mmto 223' mm 031 cum per 10 s*m forcompacte! thic)ness of 75 mm

9ype A 1%32 mm for ra!in-:: 0312 cum per10 s*m

Crushale type such as Moorum or Grael for+radin+ G 0322 cum per 10 s*m

9ype B1132 mm for ra!in-::: 031 cum per10 s*m

Bin!in Material 030,cum per 10 s*m forra!in :: material

Gra!in-::: 5% mm to 223' mm 031 cum per10 s*m for compacte! thic)ness of 75 mm

9ype B 1132 mm for ra!in-::: 031 cum per10 s*m

Crushale type such as Moorum or Grael forra!in :: &::: 0322 cum per 10 s*m

Bin!in Material 030,cum per 10 s*m for

ra!in :: material

8/17/2019 SOR-2014-15 (Folder-2).xls


Sub * Analysis0B

'*?C-'D2nd Editi"n

%a) d) "#eread car+es $ 0.1 on %a&!&c) %%''%305

e) ContractorBs profit $ 0.1 on %a&!&c&d) %,773%5

Cost for %,0 cum K a@@c@!@e '0',,03

Rate per cum ' %a&!&c&d&e)(980 112'30,

say 11#4.00

"R

-.<7 %iii)

Usin+ Scrinin+ Type?6 %11.2mm a++.)%!) d) "#eread car+es $ 0.1 on %a&!&c) %,7032'

e) ContractorBs profit $ 0.1 on %a&!&c&d) '055732,

Cost for %,0 cum K a@@c@!@e '',123,

Rate per cum ' %a&!&c&d&e)(980 12%325

say 1#3".00

-.< 6y Mecanica* Means@

6 Unit = cum


a) a!our

Mate !ay 03,0 15307 12535 4-12

Ma!oor s)il le! !ay 23000 20,3 '1%3 4-15

Ma!oor !ay 153000 177307 2,5,305 4-1%

!) Macinery

Motor ra!er 110 P 50cum/hr3 for sprea!in hour 73200 251300 11%,30 P&M-0%2

+mooth % heele! steel roller %0cum/hr3 hour 123000 ,,5300 70300 P&M-0''


c) Materia* % Refer ta!*e -00 ? =F > G < )-.<6 4radin+ ?

%i) 7++re+atecum '%53,00 ',53%7 20271'3' M-0%

Stone Screenin+

cum 73200 ,2'300 ,0,5230 M-0'2

"R

cum 103000 113,' 12213%5 M-007

6indin+ materia*

cum 2300 113,' %''53, M-007

Cost of ater 4 1''3000 1,7307 2'05732 M-1

-.<6 %i) Usin+ Scrinin+ Crusa!*e type suc as Moorum or 4ra#e*

%a) d) "#eread car+es $ 0.1 on %a&!&c) 271,73,1

e) ContractorBs profit $ 0.1 on %a&!&c&d) 2'3%7

Cost for %,0 cum K a@@c@!@e %272307

Rate per cum ' %a&!&c&d&e)(980 1%31%

say "13.00

"R

-.<6 %i) Usin+ Scrinin+ Type?7 %19.2mm a++.)

%!) d) "#eread car+es $ 0.1 on %a&!&c) %2253%2

e) ContractorBs profit $ 0.1 on %a&!&c&d) %551%3,

Cost for %,0 cum K a@@c@!@e %0,523'2

# Anyone of the areate ra!in screenin an!in!in material may e use! as per !esin$

SU6 7N7?6

Gra!in-: 0 mm to '5 mm 1321cum per 10s*m for compacte! thic)ness of 100 mm

9ype A 1%32 mm for +radin+? 0327 cum per10 s*m


Bin!in Material 030cum per 10 s*m for

ra!in : material

8/17/2019 SOR-2014-15 (Folder-2).xls


Sub * Analysis0B

'*?C-'D2nd Editi"n

Rate per cum ' %a&!&c&d&e)(980 105315

say 1085.00

-.<6 4radin+ ?

%ii) 7++re+ate

cum '%53,00 5%231 2%21%,35 M-0%

Stone Screenin+

cum 573,00 ,2'300 %5'23'0 M-0'2

"R

cum 105350 113,' 12,%%301 M-007

"R

cum ,3'00 50%300 '%'5320 M-0'1

6indin+ materia*

cum 2300 113,' %''53, M-007

Cost of ater 4 1''3000 1,7307 2'05732 M-1

-.<6 %ii) Usin+ Scrinin+ Crusa!*e type suc as Moorum or 4ra#e*

%a) d) "#eread car+es $ 0.1 on %a&!&c) %0003


Cost for %,0 cum K a@@c@!@e %,%73%

Rate per cum ' %a&!&c&d&e)(980 101130,

say 1011.00

"R


%!) d) "#eread car+es $ 0.1 on %a&!&c) %275,3'

e) ContractorBs profit $ 0.1 on %a&!&c&d) %,0%231'Cost for %,0 cum K a@@c@!@e %,%5%35

Rate per cum ' %a&!&c&d&e)(980 11003

say 1101.00


%c) d) "#eread car+es $ 0.1 on %a&!&c) %%50317

e) ContractorBs profit $ 0.1 on %a&!&c&d) %,53

Cost for %,0 cum K a@@c@!@e '05''31

Rate per cum ' %a&!&c&d&e)(980 112,325

say 11#6.00

-.<6 4radin+ ?

%iii) 7++re+ate

cum '%53,00 552321 2'05'231 M-0%,

Stone Screenin+

cum ,3'00 50%300 '%'5320 M-0'1

"R

cum 105350 113,' 12,%%301 M-007

6indin+ materia*

cum 2300 113,' %''53, M-007

Cost of ater 4 1''3000 1,7307 2'05732 M-1

Gra!in-:: ,% mm to '5 mm /Gra!in-::: 5% mmto 223' mm 031 cum per 10 s*m forcompacte! thic)ness of 75 mm

9ype A 1%32 mm for ra!in-:: 0312 cum per10 s*m

Crushale type such as Moorum or Grael for+radin+ G 0322 cum per 10 s*m


Bin!in Material 030,cum per 10 s*m for

ra!in :: material

Gra!in-::: 5% mm to 223' mm 031 cum per10 s*m for compacte! thic)ness of 75 mm


Crushale type such as Moorum or Grael forra!in :: &::: 0322 cum per 10 s*m

Bin!in Material 030,cum per 10 s*m forra!in :: material

8/17/2019 SOR-2014-15 (Folder-2).xls


Sub * Analysis0B

'*?C-'D2nd Editi"n

-.<6 %iii) Usin+ Scrinin+ Crusa!*e type suc as Moorum or 4ra#e*

%a) d) "#eread car+es $ 0.1 on %a&!&c) %0213,2

e) ContractorBs profit $ 0.1 on %a&!&c&d) %'01%37

Cost for %,0 cum K a@@c@!@e %7'151357

Rate per cum ' %a&!&c&d&e)(980 10%3%1

say 103".00

"R-.<6 %iii) Usin+ Scrinin+ Type?6 %11.2mm a++.)

%!) d) "#eread car+es $ 0.1 on %a&!&c) %'%'31

e) ContractorBs profit $ 0.1 on %a&!&c&d) %77%3,

Cost for %,0 cum K a@@c@!@e '15,20355

Rate per cum ' %a&!&c&d&e)(980 115'350

say 1155.00

-.10 -0 Crused Cement Concrete Su!?!ase ( 6ase

Unit = cum

Taking output =360 cum

a) a!our

Mate !ay '31,0 15307 7,3 4-12

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

!ay 1023000 177307 10,131' 4-1%

!) Macinery

Motor Gra!er110 P 50 cum/hr3 hour ,3000 251300 1511'300 P&M-0%2

+mooth % heele! steel roller %0cum/hr3 hour 123000 ,,5300 70300 P&M-0''.ront en! loa!er 1 cum uc)et capacity hour ,3000 11300 712300 P&M-017

9ipper 10 tonne capacity tonne3)m 720 " 4 23, 123'5

123'

hour 123000 11132' 1%%'3 P&M-0,0

c) Materia*

Cost of ater 4 723000 1,7307 120231 M-1

d) "#eread car+es $ 0.1 on %a&!&c) ,'5321

e) ContractorBs profit $ 0.1 on %a&!&c&d) 71''37%

Cost for %,0 cum K a@@c@!@e 75230'

Rate per cum ' %a&!&c&d&e)(980 213%1

it< St< 3 F<ee/e: Stee/ R//er say #18.00

Note

-.12 -08 Het Mi Macadam

SU6 7N7?6

Brea)in an! crushin of material otaine! yrea)in !amae! cement concrete slas to sierane not e"cee!in 75 mm as specifie! in tale'0037 transportin the areates otaine! fromrea)in of cement concrete slas at a lea! of 4 )m3layin an! compactin the same as su ase/ asecourse constructe! as <BM to clause '0' e"ceptthe use of screenin or in!in Material3

Ma!oor for crushin ro)en cement concretepaement/slas into areate

4ea! K1 )m &P&M-0'7


<ater tan)er , 4 capacity ith 5 )m lea! 1trip per hour

Material aailale from !ismantle! concrete slaafter crushin / rea)in an! only carriae isre*uire! to e proi!e!

13 :t is assume! that !ismantlin of concretesla/paement has een consi!ere! separately3ence same is not a!!e! in this analysis3 >nlylaour for crushin the !ismantle! sla intoareate has een a!!e!3 Carriae from stoc) pileto or) site has een proi!e! ith a lea! of 4 )m3

23 :n case of rea)in of slas is !one locally ithoutinolement of transportation the proision of tipperfront en! loa!er an! loa!in/unloa!in chares maye !elete!3

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Sub * Analysis0B

'*?C-'D2nd Editi"n

Unit = cum

Taking output = ##5 cum %4"5 tonnes&

a) a!our

Mate !ay 03'0 15307 3% 4-12

Ma!oor s)ille! !ay 23000 20,3 '1%3 4-15

Ma!oor !ay 103000 177307 1770370 4-1%

!) Macinery

<et mi" plant of 75 tonne hourly capacity hour ,3,00 2'5'300 1,1,3'0 P&M-0'



Paer finisher hour ,3000 1'20300 520300 P&M-0%5

+mooth % heele! steel roller -10 tonnes3 hour 123000 ,,5300 70300 P&M-0''


9ipper tonne3)m '5 " 4 23, 1%2531

1%235

c) Materia* % Ta!*e -00?11)

'5 mm to 223' mm %0 per cent cum 3100 72%300 ,''13%0 M-0%'

223' mm to 23%, mm '0 per cent cum 11300 7'3', '%13%7 M-0%1

23%, mm to 75 micron %0 per cent cum 3100 2%300 212'30 M-022

Cost of ater 4 13000 1,7307 %00732% M-1

d) "#eread car+es $ 0.1 on %a&!&c) 2'0%3'

e) ContractorBs profit $ 0.1 on %a&!&c&d) 2,'13%

Cost for 225 cum K a@@c@!@e 21'1031'

Rate per cum ' %a&!&c&d&e)(22 12531,

say 1#"5.00

Note

12. 1900

Unit = cum


a) Materia*

Bric)s :st class each 2500300 '3%% 10213'% M-07

cum 1320 '2'7300 50,3'0 :tem 123, #B$

!) a!our

Mate !ay 03' 15307 3% 4-12

Mason !ay '300 2%'32 %731, 4-11

Ma!oor !ay 300 177307 1'1,35, 4-1%

c) "#eread car+es $ 0.2 on %a&!) '50310


Cost for 5 cum K a@@c@! 252'535%

Rate per cum %a&!&c&d)( 50'311

say 504".00

SU6 7N7?6

Proi!in layin sprea!in an! compactin ra!e!stone areate to et mi" maca!am specificationinclu!in premi"in the Material ith ater at >MCin mechanical mi" plant carriae of mi"e! Material ytipper to site layin in uniform layers ith paer insu- ase / ase course on ell prepare! surfacean! compactin ith iratory roller to achiee the!esire! !ensity3

4ea! K1 )m &P&M-0'7


13 9houh iratory roller is re*uire! only for % hoursas per norms the same is re*uire! to e aailale atsite for , hours to match ith other machines3 9heusae rates of iratory roller may e multiplie! itha factor of 03,53

23 As three heele! smooth steel rollers arecommonly in use the same has een proi!e! as analternatie hich can e use! if the thic)ness ofin!ii!ual layer !oes not e"cee! 100 mm3

6ric3 Masonry Hor3 in Cement Mortar 1@2 inAoundation comp*ete ec*udin+ ointin+ and*asterin+F as per Dra,in+ and Tecnica*Specifications.

SU6 7N7?6

Cement mortar 1E2 #;ate as in :tem 123, B su-analysis$

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Sub * Analysis0B

'*?C-'D2nd Editi"n

12. 1900

Unit = cum


a) Materia*


cum 1320 2711300 %25%320 :tem 123, #C$

!) a!our

Mate !ay 03' 15307 3% 4-12

Mason !ay '300 2%'32 %731, 4-11

Ma!oor !ay 300 177307 1'1,35, 4-1%

c) "#eread car+es $ 0.2 on %a&!) '123%0

d) ContractorBs profit $ 0.1 on %a&!&c) 20,'3,5

Cost for 5 cum K a@@c@! 2271131%

Rate per cum %a&!&c&d)( '5'232%

say 454#.00

12. 1900

Unit = cum


a) Materia*


cum 1320 2107300 2523'0 :tem 123, #($

!) a!our

Mate !ay 03' 15307 3% 4-12

Mason !ay '300 2%'32 %731, 4-11

Ma!oor !ay 300 177307 1'1,35, 4-1%c) "#eread car+es $ 0.2 on %a&!) %'310


Cost for 5 cum K a@@c@! 2171'35%

Rate per cum %a&!&c&d)( '%'231

say 4343.00

6ric3 Masonry Hor3 in Cement Mortar 1@- inAoundation comp*ete ec*udin+ ointin+ and*asterin+F as per Dra,in+ and Tecnica*

Specifications.

SU6 7N7?6

Cement mortar 1E' #;ate as in :tem 123, C su-analysis$

6ric3 Masonry Hor3 in Cement Mortar 1@8 inAoundation comp*ete ec*udin+ ointin+ and*asterin+F as per Dra,in+ and Tecnica*

Specifications.

SU6 7N7?6

Cement mortar 1E, #;ate as in : tem 123, (su-analysis$

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!A"#ER$1

ARRAE , *A#ERALS

Sr ' +esritin Unit Quantity Rate Rs st Rs

1.1 <uI

Unit = cum


#ie reuire: ;r

0 M%n

02 M%n

6 M%n

8 M%n

Total 20 *in

a) *a<inery

T%pper 1.1 tonne& <apa<%t) hour 3.223 52.33 6.34 -MB38

hour 3.223 00.33 246.38 -MB305

=) >er<ea: <ar?es @ 0.1 n (a) 7.30

58.0

?o&t for 1.1 <uI ( aUKU< 66.47

Rate er u D (aC=C) 5.5 084.72


1.2

Unit = cum


a) La=ur

Mate #a) 3 003 01 35 63 27 L 06

Re;. t*R#!Se.

RearGs nut

re;.

La:in? an: Un/a:in? ; Stne%u/:er Stne a??re?atesSan:anGer*ru

-la<%n! t%pper at loa#%n! po%nt, loa#%n!w%th front en# loa#er, #uIp%n!,

turn%n! for return tr%p, ex<lu#%n! t%Iefor haula!e an# return tr%p

%= -o&%t%on%n! of t%pper at loa#%n!po%nt%%= Loa#%n! K) front en# loa#er 0<uI Ku<ket <apa<%t) 61 <uI perhour%%%= Maneuver%n!, rever&%n!,#uIp%n! an# turn%n! for return

%v= Ra%t%n! t%Ie, unfore&een<ont%n!en<%e& et<

ront en#Bloa#er 0 <uI Ku<ket<apa<%t) 61 <uI/hour

) ntratrs rBt @ 0.1 n(aC=)

La:in? an: Un/a:in? ;%u/:ers =y *anua/ *eans

SOR-2014-15 (Folder-2).xls

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