Pitched Drain

7/24/2019 Pitched Drain

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PRADHAN MANTRI GRAM SADAK YOJANA

Construction of Road from SALAMABAD TO DARDKO

L!NGTH "#$# KMS Pac%a&' No

BLOCK () *RI District () Baramu++a

S. No D'scri,tion of It'm L'n&t- .idt- *nit /uantit0

" 1 2 3 $ 4 5 6 7

1

"#$## "## ) H'ctar' "#2 3"344$1 32$

Tota+ 3"$ +acs

H'i&-t 8t-ic%n'ss

Rat' RsN,

Amount inLacs

SIT! CLAR!NC! (-clearning and grabbing road landincluding uprooting wild vegatation ,grass, bushes , saplings,and trees ofgirth upto 300 mm , removal of stampsof such trees cut earlier and dispoasl ofunserviceable meterials and stackingof serviceable meterials to be used orauctioned upto a lead of 1000mmincluding removal and disposal of toporganic soil not exceeding 10 mm inthickness as per technicalSpecafication !lause "01 # $%manual means in area of thorn%&ungle '


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T


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Construction of Road from SALAMABAD TO DARDKOOT L'n&t- Of Road "#$# Km Pac%a&' No () JK#2

BLOCK () *RI District Baramu++a

Cost 'stimat' for sit' c+'ar'nc' and 'art- 9or%

S. No (escription of )tem

*ength +idth nit uantit%

1 " 3 / 2

"

uantit% as per 4 Section !um /".00 10/. 1.23

3

uantit% as per 4 Sector !um "30/1.00 1".03 1.2

uantit% as per 4 Sector !um "1/3..00 303. ./"

00 0./ 0./ !um 1/"0.00 10/. 1.3

Tota+ 1"266

Assistant !:'cati;' !n&in''r

!:'cati;' !n&in''r

5eight6

7hickness

8ate

8s. Np

9mount in

*acs

:9875 +;8< =- :vacation of soil in hill% areas b%mechnical means including cuttingand trimming ofside slopes and disposal of excavated earth with alift upto 1. m and a lead up to "0 m as pertechnical specations clause 1/03.1

:vacation in hilli areas in ordinar% rock not reuiringblasting b% mechnical means including cutting andtrimming of slopes and disposing of cut merteialwith a lift upto 1. m and a lead upto "0m as perclause 1/03." technical specifications

:vaccation in hilli areas in hard rock reuiringblasting b% mecnical means , lift upto 1. m nanddiposal of excavated rock upto lead of "0 m as perclause 1/03."

:arth work in excevation in hard rock forconstruction of kachha drain


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Construction of Road from Natonal Highway .SALAMABAD TO DARDOOT

L'n&t- Of Road "#$# Km Pac%a&' No ()

B+oc% *ri District Baramu++a

Cost 'stimat' for Pa;'m'nts La0'rs

S No D'scri,tion of It'm L'n&t- .idt- *nit /uantit0

" 1 2 3 $ 4 5

1

1000.00 .0 0.30 !um 1010.00 .0" .//

"

1000.00 .0 0.10 !um /0

>or bus stand at dead end 30.00 "0.00 0.10 !um /0.00

7 30.00 2. ".23

!um 30.00 1./ .11

Surface road 21//.00 t .00


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1000 .00 3. 0. "23.1"

!urves 100.00 0.2 0.0 !um 0.

Dassing places 31 x 30.0 1./ 0.0 cum 11.02

$us 9dda 30.0 "0.0 0.0 !um .00

T 2"63 "22#3$ 3124

/

Stone 9ggregate /3- mm siEe B303/.3 !um 303/.3

!um /.

!um 0.

T 276556 3215 "52

Droviding ,la%ing , spreading and compactingstone aggregate of specified siEe to water bondmacadam specifiaction including spreading in inuniform thickness , handpacking , rollingwithsmooth wheel roller 0-100


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10000.00 3. 0.0 !um "1".

!urves 1000.00 0.2 0.0 !um /.0

Dassing places 30 x 30.0 1./ 0.0 cum 111.3

$us 9dda 30.0 "0.0 0.0 !um .00

- - - 7otal 303/.3 1320.2 "."

2 - - - - -

- -

Stone 9ggregate 3."" .0 m siEe - - - !um 303/.3 -

- - - !um . - -

!um 0

Surfaced road # /0kms 'kacha road #


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10 - - - - - -

-

- - - - - -

-

- - -

-

10

10000 3. sm 300.00

total 0.00 31. 1".

- - - sm 0.00 2.3 3.2

11

10000.00 3. 0.0 cum 1.00

5aulage of material for +$A @rade 3 fromFeerwan for an lead of / kms

Stone 9ggregate 3-"". mm siEe B 303/.3 cumstone screnings 11."0

mm siEe B . cum total B3. cum1.0 t6 cum B /1".3t

Surfaced road # /0kms 'kacha road #


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7 "0"." /1./0 110./

1"

- - - sm 0.00 2.3 3.2

13

- - - 0.00 10.00 3."

1

sm 0 3.1 1.2

1

- - - - - -

- - - - - -

- - - - - -

- - - - - -

total B "00 20kgs or "0 t t "0 10 / 0 "

Tac% Coat=- Droviding and appl%ing tack coat with$itumen :mulsion # SS-1' using :mulsion(istributor C 0."0 to 0." kg 6 sm on the prepared$itumenous surface cleaned with 5%drolic broomas per technical specification clause 03

1# MM THICK #GPC=- providing l%ing and rollingof open graded premix carpet of "0 mm thicknesscomposed of 13." mm to ./ mm aggregate eitherusing penetration grade bitumen or emulsion toreiured line , grade and level to serve as wearingcourse on a previousl% prepared base , includingmixing in a suitable plant , l%ing and rolling with athree wheeler 0-100


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1

"0. 1" km 7km 300/0 .03 1."1

1

total B 311."/ cum cum 311."/ 3." 1.3

12

cum "".21 1./ 0.1

"0

stone Screenings for ;@D! B 1023.01cum

Surfaced road /11.0t 0kms - tkm "03. .03 11.31

"1

Surfaced road 3.// / km tkm ""/".20 .03 1.0"

""

tkm "/"./ .03 1.03

5aulage of $itumen from Dampore to plant for anav lead of 1"


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"3 :arthen Shoulders 10000.00 1./ 0.30 cum 20 1.2 2."1

T 47231


L'n&t- Of Road "# Km Pac%a&' No () JK#2

BLOCK () *RI District Baramu++a

S. No (escription of )tem*ength +idth nit uantit%

1 " 3 /

1

i' ;rdinar% soil

8 6 wall "000.00 1.3 0.0 cum 130.00

$ 6 +all 100.00 1.0 0.0 cum 0.00

7 "100.00 1/".2 3."

"

86 wall "000.00 1.3 0.10 cum "0.00

$6 +all 100.00 1.0 0.10 cum 10.00

7 "0.00 3//.1 1.3/

Cost 'stimat' for Construction of R89a++s and B8 9a++s from Natona+ Hi&-9a0 = NH)"A> to Ga9+ta

5eight 6thickness

8ate8s. Np

9mount in*acs

R8 B .ALLS =- :arth +ork in excavation for foundationof structures as per drawing and technical specificationsclause 110 including setting out, construction of shoringand bracing , removal of stumps and other deleterious

materials and dressing of sides and bottom andbackfilling with approved material

Droviding and la%ing cement A-10 grade inleveling course D!! grade A -10


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3

- - - - -

86 wall "000.00 0.2 3.00 cum 0.00

$6 +all 100.00 0.0 ".00 cum "00.00

7 ""/.1 11"./

- - - - -

86 $ wall "000.00 0.2 3.00 cum 0.00

$6 +all 100.00 0.0 ".00 cum "00.00

7 1333.1 3.22

8 6 +all "000.00 1.00 ".0 cum 000.00 23.33 "./

/ Dointing on Stone Aasonr% walls in 1=3

86 $ wall "000.00 ".0 cum ,000.00$6 +all 100.00 1.0 cum ""0.00

Sm .0 ".0

86 $ wall "000 00 8A "000 00

pol%gonal 6 8andonm 8ubble masoner%uncoursed 6 brought to course in cement sandmortor in 1./ uarr% stones in foundation and plinthincluding cost of bond stones and leveling up atspecified levels with A " with A- grade # Stone

9ggragate "0 AA ' with aviliable stones

"0 C/0HB20

pol%gonal 6 8andonm 8ubble masoner%uncoursed 6 brought to course laid dr% in uarr%stones in foundation with plinth including cost ofbond stones with aviliable stones with aviliable

"0C0H3300.

$ackfilling stones behind wall complete as perdrawings and technical specifications clause1"0.3. with aviliable stones

"0 .C/0B30

providing D!! A "0 !oping on top of retaining wall6breast wall


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Loadin&2 *aoding of cement for 8 walls b% manual means

total B/3.0t or /.3 t - - - t /.3 2 0.

10 Laodin& of sand


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1

Surface 8oad 11. t /0 km tkm //.0 .03 1.2/


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Construction of Da%i Post)Kundi Bir@a+a Road

Cost !stimat' or Construction of Ston' Pitc-'d Sauc'r S-a,'d Drain

L'n&t- Of Road 2#Km Pac%a&' No ( JK#2

B+oc% () *ri District () Baramu++a

(escription of )tem *ength #A' $radth #A' uantit% nit 8ate

" / 2 10

1

5ardSoil 3000.00 0. 1"".1 cum 1/".2 1#5

"

3000.00 0.1 ".1 cum "/.1 "11#

3

3."0 At 2.00 ##2

a' Surfaced 8oadB1"/km 3."0 tkm .03 #"6

b' @ravel 8oad B 10.0


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a' Surfaced 8oadB/3.0


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Construction of road from NH) IA to Ga9-a+taDistrict () Baramu++a

BLOCK () *RI

COST !STIMAT! OR CONSTR*CTION O RCC CAL!RT = 2# M SPAN > ROAD= 4 No >

S. No (escription of )tem No *ength +idthnit uantit% 9mount in *acs

1 " 3 / 2 10

1 -

1 .0 . ".0 cum //.

$ ' 8eturn +alls ".0 "./ ".0 cum 3.00

9dd "0H for slips 112.0

"3.20

Tota+ 13.0 1/".2 0."3

" (ewatering of trenches 1 1 000 0.0

3 D6 l Stone soling with aviliable Stones

9' 9butment " /.0 "./ 0.10 cum 3.1

$ ' 8eturn +alls ".0 "./ 0.10 cum "./

7otal .3 23.33 0.3

9' 9butment " /.0 "./ 1.0 cum 3.1

$ ' 8eturn +alls ".0 "./ 1.0 cum "./

7otal .3 3//.1 0."1

(epth 6height

8ate8s. Np

:rth work in excavation for foundation of structuresin hard rock upto 3m depth as per (rawing andspecifications clause 110,. inc setting outbconstruction of shoring nad bracing , removal ofstamps and bottom and back filling with approvedmaterial

9' 9butment

Droviding ? la%ing of cement concrete A10 inleveling course


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9' 9butment .0 /.0 1. 1. ./0 0./ cum ."0 10.

$ ' 8eturn +alls cum

7otal 2.0 "0."3 .03

/

!ap " /.0 0./0 0.30 cum ".1/

(irt +all " /.0 0.30 0./0 cum ".1/

Slab 1 /.0 .0 0.30 cum .1+heel @uard " . 0." 0." cum 0./

Tota+ 1".2 1". 0./3

1"2cum C 10mtr6 cum B 130 mt 130 "23.1/ 0./2

Droviding ? la%ing of cement concrete A"0 infoundation including from work costs

""

""

".0".0".0

".0

".01.

1.0.0

0./0.0./0

0./01.0

1".3010.0.0

1".0

providing ? la%ing of 8ainforced cement concreate A"nominal mix

Suppl%ing fitting and placing 5IS( bar reinforcement# >e 1' in sub structure complete as per drawingand 7.S !lause 100",100

providing for work of ordinar% planks so as to give

rough finish inc. sthuttering, cenering and removal ofthe same # >orm +ork '


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9butts sm

8eturn +alls sm

Slab 1 /.0 3.0 sm 1.0

!ap "x " /.0 0.30 sm ."0

(irt +all /.0 0./0 sm 1.0

+heel @uard "x " .0 0." sm .0

7otal "1.0 300.00 0.3

2

9' 9butment " /.0 1.0 1.0cum

1.0

$ ' 8eturn +alls ".0 .1.0 1.0 cum 1.0

7otal 33.0cum 23.33 1.1/10 Loadin& of ston' A&&


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7otal cum 101.21 3." 0.0

11 Loadin& of sand


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1

Surface road 6132t km tkm /1"." .03 0."


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CONSTR!CT"ON O# ROAD #ROM$ % SALAMAABAD TO DARDOT&%.%COST &ST"MAT& #OR CONSTR!CT"ON O# H!M& '"'& C!L(&RTS$ )*+++mm dia, .) -- NO,S.No Dscri/tion Of "tm No. 0idth )M, 1uantity !nit

1

pipes "" .0 ".0 ". cum 11./3

!urtain wall "" ".0 1.0 0. cum 30."

(rop +all "" ". 1.0 0. cum 30."

!atch Dit "" 1. 1.0 " cum 22

Lngth) M,

D/th2Thic3nss

)M,

Rat2 unitRs . N/

AmountRs. N'

:arth work in excavation for foundation of structuresup to 3m depth as per drawing and technicalspecifications clause 110.including setting out ,construction of shoring nad bracing , removal ofstamps and other deleterious matter , drassing ofsides and bottom and back filling with approvedmaterial .


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7otal 1335.13 162.89 2.18

"

>ountai bed "" .0 1.30 0.10 cum 21.45

cradle "" .0 "."0 0.1 cum 54.45

!atch Dit "" .0 0.1 ".0 cum 35.64

parapet "" 1.0 0./ cum 6.93

total 118.47 3656.41 4.33

!urtain +alll "" ".0 "./ cum 111.60

(rop +all "" ".0 "./ cum 111.60

Tota+( 233.20 2276.18 5.31

!urtain +alll "" ".0 8m 55.00

(rop +all "" ".0 8m 55.00

Tota+( 110.00 268.32 0.30

Dointing on stone work with cement sand 1=3 mix.

!urtain +alll "" ".0 "./ sm 145.75

(rop +all "" ".0 "./ sm 145.75

Droviding 6 *a%ing cement A10 grade in levelingcourse D!! grade A-10

#0./0J0.'"

Dol%gonal6 random rubble masonr% uncoursed6brought to course in cement sand mortar 1=/ mix with

uarr% stones in foundation and plinth including costof bond stones and leveling up at specified levels withA- grade using stone aggregate "0mm nominalsiEe.

# 1.0J0./0'"

# 1.0J0./0'"

Droviding ? la%ing of !ement !oncrete A-"0 nominal

mix for coping .#0mm thick' 9rch.


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7otal 291.50 47.05 0.14

/ >orm work of ordinar% timber

!atch Dit "" x 1.0 ".00 sm 264.00

cradle "" x " .0 0.3 sm 181.50

parapet "" 1.0 ".0 sm 52.80Tota+( 498.30 300.00 1.50

a' 1000 mm dia "" .0 8m 165.00 6798.19 11.22

"" /.0 ". 1.0 !um 330.00 1161.30 3.830

2 Loadin& of ston' A&&


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total t 47.67 2.00 0.0

1" - - - N; 66.00 2. 0.0

13

Surface road 12.1 /0 tkm 11/2.00 .00 0.


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2"5" +acs

Assistant !c'cati;' !n&in''r !:'cati;' !n&in''r

Gross Total


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Pitched Drain

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