Model Road Estimate 1

COST ESTIMATE FOR ROADS CONSTRUCTION OF CROSS DRAINAGE WORKS

BT to Road from Maithapoor to Cherlakondapur in Raikal mandal .

Type of Cross Drainage Work : improvements to existing CD WORKS

Est.cost Rs. 0.33 Lakhs

Description of item No Amount (Rs)

1 2 3 4 5 6.000 7.00 8.00 9 10

1

3 vent pipe culvert bodywall 0/266 km 1x2 7.00 0.45 0.600 3.783 vent pipe culvert bodywall 1/083 km 1x2 7.00 0.45 0.600 3.78

NET : 7.56 ### 1 32658.00

Rs. 32658.00

ASST. ENGINEER DY.EXE.ENGINEER

PR Projects SD, Jagtial PR Projects SD, Jagtial

EXECUTIVE ENGINEER Superintending Engineer

PR (PIU) DIVN KARIMNAGAR PR Circle, Karimnagar

Sl No

Length(m)

Width(m)

Thickness (m)

Quantity

Rate (Rs)

unit per

Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT.

TOTAL :

AP ROAD DEVELOPMENT FUNDGOVERNMENT OF ANDHRA PRADESH

Name of the District : KARIMNAGAR.

Name of the Circle : KARIMNAGAR.

Name of the Division : KARIMNAGAR.

Name of the Sub-Divn : MANAKONDUR

Name of the Mandal : KARIMNAGAR.

Name of the work :

Estimate cost : Rs 60.00 Lakh

Length of the road : 2.25 km

Length proposed : 1.00 KM

DETAILED ESTIMATE

SSR 20012-13

PANCHAYAT RAJ ENGINEERING DEPARTMENT


Rs. 60.00 Lakhs

SPECIFICATION REPORT

specification report accompanyng the detailed estimate for th work of

BT to Road from Maithapoor to Cherlakondapur in Raikal mandal .Grant: RDF 2012-13 stimated cost Rs: 60.00 Lakhs

1

2

3

4

5

using Mahchine Crushed Metal

The work BT to Road from Maithapur to Cherlakondapur of Mandal has been administratively sanctioned under RDF Grant for Rs 60.00 for a lenth of Rs 2.247 KM. But as per SSR 2012-13 to cover full length an amount of Rs 90.00 lakh required. Hence prepared estimate with Construction of Embankment with carted earth and GSB for full length i.e 2.247 km and WBM GR-II, WBN GR-II & BT is proposed for 1.00 KM only . the road is earthen road with low embankment and both sides wet fields are Existing with BC soils. Hence Carted earth is proposed with rising embankment.The Superintending Engineer, PR Circle visited the site on 20-11-2012 and instructed accodingly. Total population Benefitted Cherlakondapur (1114) and Maithapur (3267).

Hence the detailed estimate is prepared with the following provisions duly adopting the A.P.Revised Standard Data and Current SSR 2012 - 13. As per Revised Standard Data, 14% is added in datas towards Over Head Charges & Contractor's Profit and 5% VAT is added separately in Abstract.

Clearing and Grubbing road land including uprooting wild vegitation ,grass, bushes shrubs,saplings and trees of girth up to 300mm,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of servicesble materials to be used or auctioned upto a lead of 1000m including disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201 of MORD / MoRTH including over head charges,contractors profit @ 14%.

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/ 305 MORTH including overhead charges & Contractor profit, But excluding VAT

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 402 MORD, including overhead charges & Contractor profit, But excluding VAT


Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 MORD .For compacted thickness of 75 mm including overhead charges & Contractor profit, but excluding VATWBM GRADING -II

6

using Mahchine Crushed Metal

7

8

9

Early Technical sanction is solicited.

Asst Executive Engineer Deputy Executive EngineerPR Projects SD, Jagtial PR Projects SD, Jagtial

Executive Engineer Superintending EngineerPIU Division,Karimnagar PR Circle,Karimnagar

(i) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 MORD/ MORTH 404. For compacted thickness of 75 mm, including overhead charges & Contractor profit, But excluding VAT

WBM GRADING -IIIProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit but excluding VAT.Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding VAT.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508 MORD.

With the above provisions, A.P.Revised Standard Data and

Current SSR 2011-12, 14% is added in datas towards Over Head Charges &

Contractor's Profit and 5% VAT is added separately


Cherlakondapur2/747 km

school OHSR

Propsed Road Dharmapuri

Nerella NH-16

0/0 km RayapatnamMythapoor Sand quarry

Raikal Veerapur

Anantharam

Korutla roadAllipur

Porndla

chelgal Hanumajipet

korutla NH-16 JAGTIAL

Mallial x Road

KondagattuMetal Quarry

Asst Exe Engineer Deputy Executive Engineer Executive Engineer Superintending EngineerPR Projects SD, Jagtial PR Projects SD, Jagtial Karimnagar Road PIU(PR) Division, Karimnagar PR Circle, Karimnagar

Quarry Chart



school OHSR


Nerella NH-16

0/0 km RayapatnamMythapoor

Raikal Veerapur

Anantharam

Korutla roadAllipur

Porndla

chelgal Hanumajipet


Mallial x Road


KEY MAP

SUB ESTIMATE - 5


C/o protection wall to the road side

at chainage 0/050, 0/266 km length 15 m

Amount of Estimate: Rs. 2.21 lakhs

Description of Item NoLength Breadth Depth

Quantity Rate PerL B D

1 2 3 4 5 6 7 8 9

1

0/050, 0/266 km 2 x 3 0.75 0.75 1.30 2.19 107.24 cum

2

0/050, 0/266 km 2 x 3 0.75 0.75 0.10 0.17 451.80 cum

3

P.C.C grade M 15Nominal mix 1:3:6

0/050, 0/266 km 2 x 3 0.75 0.75 0.30 0.51 4319.87 cum

4

P.C.C grade M 20

Columns 2 x 3 0.23 0.23 1.800 0.57

Plinth beam 2 x 1 15.00 0.23 0.230 1.59

Protection wall 2 x 1 15.00 0.23 1.100 7.59

9.75 5322.54 cum

Sl. no.

Earth work in excavation of foundation of structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m , dressing of sides and bottom and back filling in trenches with excavated suitable material as per technical Specification 305 MoRD / 304 Morth

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT.

Providing concrete for plain concrete M 15 grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT.

Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT upto 5m height.

Nominal mix (1:2.5:5) using CC Mixer (MORD)

7

1 x 2 1.50 3.00 55677.36 tonne

Total:

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding VAT.

Reinforcement for Columns, plinth beam and Protection wall

Asst Exe Engineer/PIU(PR)/Jagtial

Deputy Exe. EngineerPIU(PR)/S.D/Jagtial

Executive EngineerPIU(PR)/Divn/Karimnagar

Superintending Engineer P.R/Circle/ Karimnagar

SUB ESTIMATE - 5


C/o protection wall to the road side

No 2

Amount

10

235.00

76.00

2203.00

51895.00

167032.00

221441.00

221441.00





Nerella NH-16

0/0 km RayapatnamMythapoor Sand quarry

Raikal Veerapur

Anantharam

Korutla road

Porndla

Hanumajipet


Mallial x Road

KondagattuMetal quarry


QUARRY CHART

PMGSY

karimnagar T 0 2

31 Work name Maithapur

corenet no grant RDF 2012-13

Name of the Hab

Block Raikal Estt.cost 60

4 Length of the road 2.247 km Built up 0.000

Number of CD works Nos mandaL Raikal

Habs covered Pop >1000 499-1000 250-499 <250

Maithapoor 2107 1

Cherlakondapur 800 1

Total 2907 1 1 0 0LEADS

1 Crushed Chips kondagattu 40.00 km 22 HBG Metal kodagattu 40.00 km 283 Sand for Mortor Rayapatnam 58 km 144 Sand for FILLING local 10 km 125 Gravel Local 6 km 206 Bitumen vizag 686 km 77 RCC HUME PIPES Karimnagar 78 km 12

95

L B D QTY

jungle clearance total length 2247

1/200-1/450 village portion 0


Cherlakondapur

Open area

PMGSY

Side earth

0

Carted earth 1/250-1/450

0/0-1/075

10671

SB subbase from ch 0/0-0/15 15 (15+4.00)/2 0.15

0/015-2/230 2215 4 0.15

2/230-2/247 17 (15+4.00)/2 0.15

shoulders shoulders From 0/0-2/247 1000 1.875 0.15

wbm2 WBM GR-II from ch 0/0-0/15 15 (15+3.75)/2 0.075

0/015-2/230 985 3.75 0.075

2/230-2/247 0 (15+3.75)/2 0.075

WBM3 WBM GR-III from ch 0/0-0/15 15 (15+3.75)/2 0.075

0/015-2/230 985 3.75 0.075

2/230-2/247 0 (15+3.75)/2 0.075

BT ch 0/0-0/15 15 (15+3.75)/2

PMGSY

0/015-2/230 985 3.75

2/230-2/247 0 (15+3.75)/2

cc 0 0 3.75 0.2

0

1/775 1

0 0

Side drains 0

slabs over drains 0 7.5 m

protection walls 0/050 15 10/266 km 15

causeways 0 0

GSB WBMexisting crust 0/0-2/745 0 0

existind surface BT

land width 7.5

2vent 1000mm dia pipe culverts

1vent 1000 mm dia pipe culverts

1 vent 800 mm dia pipe culverts

PMGSY

0 1 2 0km stones 1 1 1 1 4hm stones 4 4 8village boards 1 1 2caution boards 1 2 2 1 6Main boards 1 1 2

PMGSY

L 0 2 7

ABSTRACT PROJECT COST BT to Road from Maithapoor to Cherlakondapur in Raikal mandal .

RDF 2012-13 Length of the road = 2.247 km

S.No DESCRIPTION Amount1 2 3

1 Road work upto BT standards 1.015 KM = 5011330.00

2 2 Nos = 221441.00

3 = 32658.00

4 Towards Road furniture = 51455.00

sub total 5316884.00

4 VAT 5% 265844.00

5 Provision for QC Charges 0.50% = 26584.00

6 Add Seignorage Charges 355207.00

7 Towards DPR Charges2.247 KM

= 22470.00

8 Ls for U/F items 13011.00

TOTAL = 6000000.00

PART B

1 Maintenance of the road for 5 years @ 1,50,000 per km

Km 1.015 150,000 152250

2

Km 1.015 500000 507500

total 659750

Construction of Protection walls

improvements to Existing CD works

BT renewal coat per Km at Rs 5.00 lakhs at the end of 5th year

Asst.. EngineerPIU(PR)/S.D/Jagtial




Asst.. EngineerPIU(PR)/S.D/Jagtial




26

SUB-ESTIMATE FOR ROAD FURNITURE

Name of the work BT to Road from Maithapoor to Cherlakondapur in Raikal mandal .As per MORD/MORTH specifications Estt.Cost. 0.5146 Lakhs

Sl.NDescription of Item No Length (m) Width(mThinkness(m) Quantity Rate (Rs) unit per Amount (Rs)

1 2 3 4 5 6 7 8 9 10

1

KM stones 4 4 2075.04 1 Each 8300

HM stone(200m stone) 8 8 617.74 1 Each 4942

2

Caution boards 6 6 3430.91 1 Each 20585

3

Village boards 2 2 2428.55 1 Each 4857

4

Logo boards 2 2 6385.47 1 Each 12771

51455

Asst Engineer Deputy Executive Engineer PR Projects SD , Jagtial PR Projects SD , Jagtial

Executive Engineer Superintending EngineerPIU Division, Karimnagar PR Circle, Karimnagar

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing etc; as per drawing and technical specification clause 1703/804 MORTH

Providing and fixing of Semi-reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour infront and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural roads of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundatins with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and technical specification Clause 1701.2.2 of MORD board size 600 x 600mm including over head charges, contractor profit excluding VAT charges

Providing and erecting direction and place identifications of semi-reflective sign boards as pr IRC:67 made of 2mm thick MS sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective border of 70mm width and required message, letters, figures with reflective engineerign grade tape as per MORD specifications of required shade and colour supported and welded on 47 x 47mm of SWG squre tube of 3050mm height duly strengthened by 25 x 5mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade CC 450 x 450 x 600mm, 600mm below ground level as per approved drawing and technical speicification clause 1701of MORD including over head charges, contractor profit excluding VAT charges

Providing and fixing of typical informatory sign board as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and Annexure 1700.1 including over head charges, contractor profit and excluding VAT charges

27

Amount (Rs)

28

Amount (Rs)

Reinforced cement concrete M15 gra

Providing and fixing of Semi-reflectorised cautionary, mandatory an

Providing and fixing of typical PMGSY informatory sign board with logo as pe

Data Sheet

of 208

RATE ANALYSIS (ROAD WORK)


Description of item Unit Qty Rate Amount

1 2 3 4 5 6 7

Clearing and Grubbing Road Land

By Machanical MeansIn area of non Throny Jungle (Light Jungle)Unit =10 SqmOut put = 1 Hectare

a) LabourMate day 0.00 285.00 0.00Mazdoor (un-skilled) day 4.16 250.00 1040.00

b) Machinery 0.00

hour 10.00 2398.00 23980.00

Tractor with trolley 3t hour 1.00 361.00 361.00Total 25381.00

c) 4568.58

Rate for hectare 29949.58Deduct VAT @5.00% -1497.48

28452.10Rate per 10 Sqm = (a+b+c)/1000 28.45

2 Preparation of Foundation for Embankment

Unit = sqm Taking output = 100 sqm

Mate day 0.000 285.00 0.00 Mazdoor (Unskilled) day 4.160 250.00 1040.00b) MachineryTractor with trolley hour 1.500 361.00 541.50

1581.50c&d) Overheads & Contractors Profit 18% 284.67Deduct VAT @5.00% 1866.17Cost for 100 sqm = a+b+c+d -93.31

1772.86Rate per sqm = (a+b+c+d)/100 17.73

S. No.

Index Code

RBR-STCL-2

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD/MORTH including overhead & Contractor profit but excluding VAT .

Dozer D-50 with attachment or suitable machinery for removal of trees & stumps

Over head charges & Contractors profit @ 18.00% on (a+b)

RBR-EECD-1

Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD

a) Labour

Note : In case material is to be reused at site, transportation cost catered above (Sub-item b) for disposal shall be deleted.

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

3

Taking Out put = 100 Cuma) Labour

Mate 0.00 285.00 0.00Mazdoor day 0.52 250.00 130.00

b) MachineryMachinery rateTractor with grader for grading @ 25 cum per hour hour 4.00 367.00 1468.00Water tanker 6kl capacity hour 2.00 372.00 744.00

Three wheel 80-100 KN static roller @ 10cum per hour hour 1.25 920.60

ORVibratory Roller 80-100 KN @100cum per hour hour 1.00 2384.90 2384.90

c) MaterialSeiginorage Charges for earth cum 100.00 22.00 2200.00Cost of water Kl 12.00 70.00 840.00Total 7766.90

d) Add 18.00 % for Over head charges & Contractors profit 1398.04Rate for 100 cum 9164.94Deduct VAT @5.00% -458.25

8706.69Rate per cum 87.07

4

Unit = cumTaking output = 100 cum

a) LabourMazdoor (Unskilled) day 1.04 250.00 260.00

b) MachineryMachinary rate Cum 100.00

hour 1.67 2,600.00 4342.00

Tipper 5.5cum with 10T capacity hour 4.50 818.30 3682.35Dozer D50 for spreading @ 200 cum per hour hour 0.50 2,398.00 1199.00motorgrader for grading @200cum per hr hour 0.50 2797.00 1398.50Water tanker 6 KL capacity hour 2.00 372.00 744.00

Three wheel 80-100 KN static roller @ 10cum per hour hour 1.25 920.60 1150.75

RBR-EECD-3

Construction of embankment with material obtained from road way cutting by using Machinery

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD/ 305 MORTH including overhead & Contract profit but excluding VAT

RBR-EECD-4

Construction of Embankment with Material Obtained from Borrow pits by Machinery


Hydraulic excavator 0.90cum bucket capacity @ 60cum per hour

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

ORVibratory Roller 80-100 KN @100cum per hour hour 1.00 2384.90

c) MaterialSeiginorage Charges for earth cum 100.00 22.00 2200.00Cost of water Kl 12.00 70.00 840.00compensation for earth taken from private land Cum 100.00 0.00 0.00

15816.60

d) 2846.99

18663.59Deduct VAT @5.00% -933.18

17730.41Rate per cum 177.30

5

Taking out put = 300 cuma) Labour

Mazdoor (Skilled) day 2.40 285.00 684.00Mazdoor (Un-Skilled) day 8.00 250.00 2000.00

b) Machinery


ORVibratory Roller 80-100 KN @100cum per hour hour 6.00 2384.90Water tanker 6kl capacity hour 5.00 372.00 1860.00Tractor with grader @ 25 cum per hour hour 12.00 367.00 4404.00Tractor with rotavator @ 25 cum per hour hour 12.00 367.00 4404.00

c) Material

Cost of materials9.5 mm to 4.75 mm @ 66% (Gravel) cum 255.00 148.79 37940.942.36 mm below @ 34% (sand) cum 129.00 322.32 41578.76Cost of water Kl 30.00 70.00 2100.00Basic rate of Granular sub base for 300 cum 122589.70

a) Basic rate of Granular sub base cum 408.63c) Add 18.00 % for Over head charges & Contractors profit 73.55

Deduct VAT @5.00% -20.43

Rate per cum 461.75

Basic rate of formation of road with borrow soils per Cum

Add 18.00 % for Over head charges & Contractors profit

RBR-SBBS-2

Gravel / Soil - Aggregate Base (Table 400.2) Grading C


Well graded granular sub-base material as per table 400.2

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

By Mix in Place Method

Unit = cum

Taking output = 300 cum

Mate day -

Mazdoor (Skilled) day 2.48 285.00 706.80Mazdoor (Unskilled) day 10.00 250.00 2500.00b) Machinery 0.00Motor Grader 110 HP @ 50 cum per hour hour 6.00 2797.00 16782.00Three wheel 80-100 kN static roller @ 10 cum per hour hour 30.00 920.60 27618.00OR 0.00vibratory roller 80-100 kN hour 6.00 2384.90 14309.40Tractor with Rotavator 25 cum per hour hour 12.00 367.00 4404.00Water tanker 6 kl capacity hour 3.00 372.00 1116.00c) Material 0.00Well graded / Close Graded granular sub-base material as per Table 400.1 0.00

53 mm to 9.5 mm @ 50 per cent cum 192.00 954.36 183237.899.5 mm to 2.36 mm @ 20 per cent cum 77.00 1006.86 77528.532.36 mm below @ 30 per cent cum 115.00 766.86 88189.36Water kl 18.00 70.00 1260.00for static roller total 397822.58for vibratoty roller 373251.98

d&e) Overheads & Contractors Profit 18.00% 67185.36

Cost for 300cum = a+b+c+d+e (3 Wheel Roller) 440437.34

Rate per cum = (a+b+c+d+e)/300 1468.12

deduct vatt 5% 0.05 ` 73.41

Cost for 300 cum = a+b+c+d+e (Vibratory Roller)


Unit = cum


Mate day -

Mazdoor (Skilled) day 2.48 285.00 706.80Mazdoor (Unskilled) day 10.00 250.00 2500.00b) Machinery 0.00Motor Grader 110 HP @ 50 cum per hour hour 6.00 2797.00 16782.00Three wheel 80-100 kN static roller @ 10 cum per hour hour 30.00 920.60 27618.00OR 0.00vibratory roller 80-100 kN hour 6.00 2384.90 14309.40Tractor with Rotavator 25 cum per hour hour 12.00 367.00 4404.00Water tanker 6 kl capacity hour 3.00 372.00 1116.00c) Material 0.00Well graded/ Close Graded granular sub-base material as per Table 400.1 0.00

26.5 mm to 9.5 mm @ 35 per cent cum 134.00 1534.36 205604.789.5 mm to 2.36 mm @ 25 per cent cum 96.00 1183.11 113578.942.36 mm below @ 40 per cent cum 153.00 766.86 117330.19Water kl 18.00 70.00 1260.00

Granular Sub-base with Well Graded Material / Close Graded Material (Table 400.1)

Construction of granular sub-base by providing well graded material / Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.

For Grading I Material (CBR Value minimum 30)

a) Labour

For Grading II Material (CBR Value minimum 25)

a) Labour

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

for static roller total 485380.71for vibratory roller total 460810.11


Cost for 300cum = a+b+c+d+e (3 Wheel Roller) 543755.93

Cost for 300 cum = a+b+c+d+e (Vibratory Roller) 1812.52

deduct vatt 45 5% 90.63


Unit = cum


Mate day -

Mazdoor (Skilled) day 2.40 285.00 684.00Mazdoor (Unskilled) day 8.00 250.00 2000.00b) Machinery 0.00Motor Grader 110 HP @ 50 cum per hour hour 6.00 2797.00 16782.00Three wheel 80-100 kN static roller @ 10 cum per hour hour 30.00 920.60 27618.00OR 0.00vibratory roller 80-100 kN hour 6.00 2384.90 14309.40Tractor with Rotavator 25 cum per hour hour 12.00 367.00 4404.00Water tanker 6 kl capacity hour 3.00 372.00 1116.00c) Material 0.00Well graded/ Close Graded granular sub-base material as per Table 400.1 0.00

9.5 mm to 4.75 mm @ 66 per cent cum 255.00 1006.86 256750.322.36 mm below @ 34 per cent cum 129.00 766.86 98925.46Or

9.5 mm to 4.75 mm @ 35 per cent cum 134.40

4.75 mm to 2.36 mm @ 12.5 per cent cum 48.00

2.36 mm below @ 52.5 per cent cum 201.60

Water kl 18.00

Total 378189.18


Cost for 300 cum = a+b+c+d+e (Vibratory Roller) 446263.23


deduct vatt 5% 5% 74.38

1413.17

For Grading III Material (CBR Value minimum 20)

a) Labour

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

6 WBM Grading 2 (using Graded Metal)

By Manual meansTaking out put = 360 cum

a) LabourMazdoor (Skilled) day 12.08 285.00 3442.80Mazdoor (unskilled) day 250.00 250.00 62500.00

b) Machinery


ORVibratory Roller 80-100 KN @100cum per hour hour 12.00 2384.90Water tanker 6kl capacity hour 24.00 372.00 8928.00

c) Material (Total Qty 435.60 Cum)60-63 mm IRC HBG Metal (50% of 435.60 cum) Cum 217.80 819.86 178566.3840-45 mm IRC HBG Metal (46% of 435.60 cum) Cum 200.38 1104.36 221292.4619-22 mm IRC HBG Metal (4% of 435.60 cum) Cum 17.42 1689.36 29428.72Stone Screening

cum 86.40 1006.86 86993.05

cum 28.80 766.86 22085.68

Cost of water Kl 144.00 70.00 10080.00Basic rate for 360 Cum 656458.69 Rate per Cum 1823.50

d) Over head charges & Contractors profit @ 18.00% 328.23

e) Deduct VAT @5.00% -91.18Rate per cum 2060.56

RBR-SBBS-9

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 MORD .For compacted thickness of 75 mm including overhead charges & Contractor profit, but excluding VAT

Type B 11.2 mm for Grading 2 @ 0.18 / 0.20 cum/10sqm

Binding Material @ 0.06 cum per 10 sqm for Grading 2 material

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

7 WBM Grading 3 (using Graded Metal)


a) LabourMazdoor (Skilled) day 12.08 285.00 3442.80Mazdoor (unskilled) day 250.00 250.00 62500.00

b) Machinery


ORVibratory Roller 80-100 KN @100cum per hour hour 12.00 2384.90Water tanker 6kl capacity hour 24.00 372.00 8928.00

c) Material (total Qty of Metal 435.60 Cum)

40-45 mm IRC HBG M/c Metal ( 82% of 435.60 Cum) Cum 357.19 1104.36 394467.78

Cum 78.41 1689.36 132463.03

Stone Screening

cum 86.40 1006.86 86993.05

cum 28.80 766.86 22085.68

Cost of water Kl 144.00 70.00 10080.00Basic rate for 360 Cum 754101.94 Rate per Cum 2094.73

d) Over head charges & Contractors profit @ 18.00% 377.05

Deduct VAT @5.00% -104.74Rate per cum 2367.04

RBR-SBBS-9


19-22.40 mm IRC HBG M/c Metal ( 18% of 435.60 cum)

Type -B 11.2mm @ 0.18 cum per 10 sqm (rate of 2.36 mm & below) (5-7mm HBG Metal)

Binding Material (rate of 2.36 mm & below) 0.06cum per 10sqm

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

9


a) LabourMate day 10.08 188.00Mazdoor (Skilled) day 2.00 146.00Masdoor (unskilled) day 250.00 146.00

b) Machinery

hour 45.00 540.00

Water tanker 6kl capacity hour 24.00 345.00c) Material (Total Qty 435.60 Cum)

60-63 mm IRC HBG Metal (50% of 435.60 cum) Cum 217.80 #REF!40-45 mm IRC HBG Metal (46% of 435.60 cum) Cum 200.38 #REF!19-22 mm IRC HBG M/C Metal (4% of 435.60 cum) Cum 17.42 #REF!

cum 435.60

Stone Screenings

cum 57.60 #REF!

cum 28.80 #REF!

Basic rate for 360 Cum Rate per Cum

d) Over head charges & Contractors profit @ 18.50%

e) Deduct VAT @5.00%Rate per cum

10


a) LabourMate day 10.08 188.00Mazdoor (Skilled) day 2.00 146.00

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 -100 kN in stages to proper grade and camber, apllying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compating to the required density grading -II (using machine crushed metal upto 25-27mm size metal) as per technical specification clause 405 (2) of MORD including 12.5% overheads & Contractors profit but excluding VAT.

Three wheeled 80-100 kN static roller @ 8 cum per hour

Grade-2 Coarse aggregate 63 mm to 45mm @ 0.91 cum per 10 sqm for compacted thickness of 75mm

Type -B Screenings of 11.20mm size HG (Average of 5-7mm and 2.36 to 5mm) @ 0.20 cum per 10 sqm

Binding material @0.06 cum per 10 sqm (rate of 2.36 mm & below)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 -100 kN in stages to proper grade and camber, apllying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compating to the required density grading -III (using machine crushed metal upto 25-27mm size metal) as per technical specification clause 405 (3) of MORD including 12.5% overheads & Contractors profit but excluding VAT.

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

Masdoor (unskilled) day 250.00 146.00b) Machinery

hour 45.00 540.00

Water tanker 6kl capacity hour 24.00 345.00c) Material (total Qty of Metal 435.60 Cum)

40-45 mm IRC HBG Metal ( 82% of 435.60 Cum) Cum 357.19 #REF!

Cum 78.41 #REF!

Stone Screenings

cum 86.40 #REF!

Basic rate for 360 Cum Rate per Cum

d) Over head charges & Contractors profit @ 18.50%

Deduct VAT @5%Rate per cum

8 Wet Mix Macadam

By Mechanical Means with 1 km leadBy Machanical Means

A Rural WorksTaking out put = 100 cum

a) LabourDresser (skilled) for alignment day 8.00 285.00 2280.00Mazdoor (Skilled) day 2.40 250.00 600.00

b) MachineryFront end loader 1 cum capacity hour 4.00 1431.00 5724.00Wet mix plant (Pug Mill) hour 4.00 1431.00 5724.00Tipper or dumper (10 t) Capacity / 5-6t capacity hour 5.00 818.30 4091.50Motor grader @ 50 cum capacity hour 2.00 2797.00 5594.00Water tanker 6kl capacity hour 1.33 372.00 494.76


ORVibratory Roller 80-100 KN @100cum per hour hour 1.67 2384.90 3982.78

c) Material

cum 39.90 1442.70 57563.73

cum 53.20 1203.86 64045.35

Three wheeled 80-100 kN static roller @ 8 cum per hour

19-22.40 mm IRC HBG M/c Metal ( 18% of 435.60 cum)

Type -B 11.2mm @ 0.18 cum per 10 sqm (rate of 2.36 mm & below)

RBR-SBBS-

11

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH,including overhead charges & Contractor profit, But excluding VAT

Coarse aggregate 45 to 22.4 mm using M/C metal @ 30%(Average of 40-45 mm,25-27 mm& 19-22 mm metal)

Aggregates 22.4 mm to 2.36 mm using M/C metal @ 40%(Average of 19-22mm,12-14mm,9.5-11.20 mm,5-7mm & 2.36-5 mm metal)

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

cum 39.90 766.86 30597.87

Basic rate of WMM for 100Cum 186451.74Basic rate of WMM per Cum 1864.52

e) Over head charges & Contractors profit @ 18.00% 335.61

Deduct VAT @5% -93.23Rate per cum 2106.90

9 Cement Concrete Pavement

Unit = cumTaking output = 75cum (172.50 t)(100x3.75 x 0.200)

a) LabourMason (1st class) day 5.00 315.00 1575.00Mason (2nd class) day 5.00 285.00 1425.00Mazdoor (unskilled) day 150.00 250.00 37500.00Mazdoor(skilled) day 6.00 250.00 1500.00Surveyor day 2.00 315.00 630.00Mazdoor (semi-skilled) day 6.00 250.00 1500.00

day 1.00 315.00 315.00

b) Machinery

Hour 36.00 370.00 13320.00

Needle vibrator Hour 9.00 108.60 977.40Screed vibrator Hour 9.00 108.60 977.40Plate vibrator Hour 9.00 108.60 977.40Water tanker 6 Kl. Capacity Hour 5.00 372.00 1860.00Air compressor ( 1hour initial + 1 hour final) Hour 2.00 402.00 804.00

c) Material

Fine aggregate/crushed sand 2.36 mm to 75 mm micron @ 30%

RBR-CCPV-5

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding VAT.

Black smith for cutting of dowel bars including removal of burrs, fabrications & fixing of dowel bars

Concrete mixer 0.28/0.40 cum capacity ( 6 mixers) with weight batcher and suitable capacity calibrated water tank

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

(I)

20mm Cum 44.55 1555.61 69302.6010mm Cum 22.95 1183.11 27152.47

(ii) cum 33.75 813.90 27469.13

(iii) Cement @ 325 (350Kg/cum) Kg/cum of concrete t 26.25 4400.00 115500.00(iv) Polythene sheet 125 micron sqm 412.5 15.00 6187.50

(v)

Kg 117.6 45500.00 5350.80

Bitumen primer @ 200ml. Per joint for 23 joints t 0.005 0.00 0.00Bitumenous sealant 800 ml. Per joint for 23 joints Litre 19.00 0.00 0.00Jute rope 12mm dia including 5 per cent wastage m 90.00 5.00 450.00

m 90.00 9.00 810.00

No 483.00 0.50 241.50

Plasticizer 0.5 per cent by weight of cement Litre 122.00 50.00 6100.00Curing compound (if used) @ 0.33 litre per sqm Litre 131.25 95.00 12468.75Water for curing Kl 18 70.00 1260.00Joint filler board 20mm thick as per IS:1838 sqm 3.00 520.00 1560.00(4x3.75x0.200 = 3 sqm)

337213.95(d) Form work @ 3% on (a+b+c) 10116.42

Cost for 75 cum = a+b+c+d 347330.37Rate per Cum = (a+b+c+d+e)/75 4631.07

(e) 833.59

Deduct VAT @ 5% -231.555233.11

Crushed stone coarse aggregates, grading will be as per clause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90 Cum/cum of concrete

Sand as per IS:383 and conforming to clause 1500.2.4.2. @ 0.45 cum of concrete

Mild steel dowel bar 25mm dia of grade S 240.500 mm long 20 Nos. at culvert/bridge slab and at construction joiont including 5 percent wastage

(4x20x0.500) + 5 per cent wastage = 42m @ 2.80 Kg per m = 117.6 kg.

Debonding strips 3.75m. (length) x 10mm (width) x 5 mm (thick) cut-out of rubber fillter board of similar material including 5 per cent wastage

Polythene sheathing, covering 2/3rd dowel bars (20x23) and tight fit including 5 per cent wastage

Over head charges & contracots profit @ 18.00% on (a+b+c+d)

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

10 Prime Coat

Low porosity

Unit = sqmTaking output = 1750 sqm

Mate day 0.000 285.00 0.00Mazdoor (Unskilled) day 1.040 250.00 260.00b) MachineryHydraulic broom @ 1250 sqm per hour hour 1.400 310.00 434.00Air compressor 210 cfm hour 1.400 402.00 562.80

hour 1.000 748.00 748.00

Water tanker 6 kl capacity 1 trip per hour hour 0.500 372.00 186.00c) MaterialBitumen emulsion (SS-1) @ 0.85 kg per sqm t 1.480 31356.00 46406.88Cost of water kl 3.000 70.00 210.00

48807.68d&e) Overheads & Contractors Profit 18% 8785.38Deduct VAT @ 5% -2440.38Cost of 1750 sqm = a+b+c+d+e 55152.68Rate per sqm = (a+b+c+d+e)/1750 31.52

11


Mate day 0.000 285.00 0.00Mazdoor (Unskilled) day 1.040 250.00 260.00b) MachineryHydraulic broom @ 1250 sqm per hour hour 1.400 310.00 434.00Air compressor 210 cfm hour 1.400 402.00 562.80

Emulsion pressure distributor @1750 sqm per hour hour 1.000 748.00 748.00

c) MaterialBitumen emulsion (RS-1) @ 0.275 kg per sqm t 0.480 31356.00 15050.88

17055.68d&e) Overheads & Contractors Profit 18% 3070.02Deduct VAT @ 5% -852.78Cost of 1750 sqm = a+b+c+d+e 19272.92Rate per sqm = (a+b+c+d+e)/1750 11.01

RBR-BASC-1

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit but excluding VAT.

a) Labour

Bitumen emulsion pressure distributor @ 1750 sqm/hour

RBR-BASC-2

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding VAT.

a) Labour

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

12 Semi-Dense Bituminous Concrete

Unit = cumTaking output = 195 cum (450 tonnes) -a) LabourMate day 0.000 285.00 0.00

day 14.000 250.00 3500.00

Skilled mazdoor for checking line & levels day 5.840 285.00 1664.40b) MachineryHMP 40-60 TPH hour 11.000 16626.00 182886.00

hour 6.000 2232.00 13392.00

Generator 250 KVA hour 6.000 1609.00 9654.00Front end loader 1 cum bucket capacity hour 6.000 1431.00 8586.00

hour 3.900 920.60 3590.34

Vibratory roller 8 tonnes for intermediate rolling. hour 3.900 2384.90 9301.11

hour 3.900 361.00 1407.90

c) MaterialGrading I: 13 mm (Nominal Size)

i) Bitumen (60/70) @ 4.5 per cent of weight of mix t 20.250 38605.00 781751.25

ii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 20.25 tonnesWeight of aggregate = 450-20.25 = 429.75 tonnesTaking density of aggregate = 1.5 ton/cum

13.2 - 10 mm 20 per cent cum 57.300 1266.86 72591.0810 - 5 mm 38 per cent cum 108.870 1094.99 119211.565 mm and below 40 per cent cum 114.600 789.36 90461.11

/MT 8.620 4400.00 37928.00

Cost for 195 Cum(a+b+c) 1335924.75Cost per 1Cum 6850.90

d&e) Overheads & Contractors Profit @ 18.00% 1233.16

Deduct VAT @5% -342.55Rate per cum = (a+b+c+d+e)/195 7741.51

RBR-BASC-8

Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects, including overhead charges & Contractors profit but excluding VAT.

Mazdoor (Unskilled) working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction

Paver finisher hydrostatic with sensor control @ 75 cum per hour

Smooth wheeled roller 8-10 tonnes for initial break rolling. (6 x 0.65)

Finish rolling with 6-8 tonnes smooth wheeled tandem roller

Volume of aggregate = 286.50 cum

Filler @ 2 per cent of weight of aggregates.(Cement)

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

Case-II - By mechanical means

(II) Bitumen (S-65)

Unit = sqm

Taking output = 4000 sqm (80 cum)

a) Labour

Mate day -

Mazdoor (Unskilled) day 10.00 250.00 2,500.00

Mazdoor ( Skilled) day 3.52 285.00 1,003.20

b) Machinery

HMP 30/40 t per hour hour 6.000 16,626.00 99,756.00

Electric generator set 125 KVA hour 6.000 1,090.00 6,540.00

Front end loader 1 cum bucket capacity hour 6.000 1431.00 8,586.00

Tipper 5.5 cum - 10 t/ 5-6t capacity hour 3.640 818.30 2,978.61

Paver finisher hour 6.000 2,530.00 15,180.00

Three wheel 80-100 kN static roller hour 16.00 920.60 14729.60

Material

c) Bitumen (S-65) @ 14.60 kg per 10 sqm t 5.84 38,605.00 225,453.20

cum 108.00 1,123.19 121,304.41

Basic rate for 4000 Sqm 498,031.02Basic rate per Sqm 124.51

d) Add 13% for Over head charges & Contractors profit (excl. 5% VAT ) 13% 16.19

140.70

Seal Coat -Case - I : Type A - Mechanical Means

Case - I : Type A

By Mechanical Means

Bitumen (S-65)

Unit = sqm

Taking out put = 7500 Sqm ( 67.50cum)

a) Labour

Mate day -

Mazdoor (un-skilled) day 6.24 250.00 1560.00

b) Machinery

Hydraulic self propelled chips spreader hour 6.00 2232.00 13392.00

Tipper 5.5 cum capacity hour 6.00 818.30 4909.80

Front end loader 1 cum bucket capacity hour 6.00 1431.00 8586.00

Bitumen pressure distributor hour 6.00 1016.00 6096.00

Three wheel 80-100 kN static roller hour 15.00 920.60 13809.00

c) Materials

Bitumen (S-65) 60/70 grade @ 9.80 kgs per 10 sqm. t 7.350 38605.00 283746.75

cum 67.50 1006.86 67963.32

Basic rate of Seal coat Type-A for 7500 Sqm 400062.87

Final Rate per sqm 53.34

c) Add 13% for Over head charges & Contractors profit (excl. 5% VAT ) 13% 6.93

RBR-BASC-

14

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder


Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm(66% of 9.5-11.2mm & 34% 5-7 mm metal)

RBR-BASC-

17Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 MORD. (using Three wheel 80-100 kN static roller)

Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

Rate per sqm Rs. 60.27

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

Case - II : Type B (510 - MORD)

By Mechanical Means

Bitumen (S-65)

Unit = sqm

Taking out put = 5000 Sqm ( 30 Cum )

a) Labour

Mate day -

Mazdoor (un-skilled) day 4.16 250.00 1040.00

b) Machinery

HMP of 30/40 t per hour hour 2.00 16,626.00 33252.00

Electric generator set 125 KVA hour 2.00 148.00 296.00

Front end loader 1 cum bucket capacity hour 2.00 1431.00 2862.00

Tipper 5.5 cum - 10 t capacity 1.36 818.30 1112.89

Paver finisher 2.00 2530.00 5060.00

Three wheel 80-100 kN static roller 10.00 920.60 9206.00

c) Materials

Bitumen (S-65) 60/70 grade @ 6.80 kgs per 10 sqm. t 3.400 38605.00 131257.00

cum 30.00 766.86 23005.92

Basic rate of Seal coat Type-A for 5000 Sqm 207091.81

Final Rate per sqm 41.42

c) Add 13% for Over head charges & Contractors profit (excl. 5% VAT ) 13% 5.38

46.80

Unit = sqm

Taking output = 10 sqm

Mate day -

Painter (1st Class) day 0.60 315.00 189.00Mazdoor (Unskilled) day 0.65 250.00 162.50b) Material 0.00Epoxy primer / Red-oxide litre 0.60 100.00 60.00Epoxy paint litre 1.25 200.00 250.00

1%6.62

c&d) Overheads & Contractors Profit 0.13 86.85Cost for 10 sqm = a+b+c+d 754.97Rate per sqm = (a+b+c+d)/10 75.50

5th Kilometre Stone (precast)

Unit = each

Taking output = 6 Nos.

a) M-15 grade of concrete

As per item No. 5 (i) or (ii) of Chapter 12 cum 2.35 4068.14 9560.13b) Steel reinforcement @ 5 kg per sqm 0.00

RBR-BASC-

17

Seal Coat - Case - II : Type B (510 - MORD)- By Mechanical Means

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510 MORD. (using Three wheel 80-100 kN static roller)

Crushed sand or grit as passing 2.36 mm sieve and retained on 180 micron sieve applied @ 0.06 cum/10 sqm

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 MORD

a) Labour

Add @ 1 per cent on cost of material for scaffolding wherever required

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

As per item No. 6 of Chapter 12 kg 22.08 55.55 1226.61c) Excavation in soil for foundation 0.00As per item No. 1 of Chapter 11 cum 1.68 103.74 174.28d) Painting two coats on concrete surface 0.00As per item No.5 of Chapter 10 sqm 9.85 75.50 743.65e) lettering on km post (average 30 letters of 10 cm height each) 0.00As per item No. 1 of Chapter 10 1800.00

0.74 1334.81

Transportation and fixing 0.000.00

Mate day -

Mason (1st Class) day 0.60 315.00 189.00Mazdoor (Unskilled) day 6.26 250.00 1565.00g) Machinery 0.0050 HP Tractor with trolley hour 6.00 361.00 2166.00h&i) Overheads & Contractors Profit excl vatt 4% 0.13 2204.73j )Cost for 6 Nos. 5th km stone = a+b+c+d+e+f+g+h+i 19164.21Rate for each 5th km stone = j/6 3194.04Ordinary Kilometer Stone (Precast)

Unit = each



As per item No. 5 (i) or (ii) of Chapter 12 cum 3.77 4068.14 15336.89b) Steel reinforcement @ 5 kg per sqm 0.00As per item No. 6 of Chapter 12 kg 26.32 55.55 1462.16c) Excavation in soil for foundation 0.00As per item No. 1 of Chapter 11 cum 2.77 103.74 287.36d) Painting two coats on concrete surface 0.00As per item No.5 of Chapter 10 sqm 11.41 75.50 861.42e) lettering on km post (average 12 letters of 10 cm height each) 0.00As per item No. 1 of Chapter 10 1680.00

0.74 1245.83


Mate day -

Mason (1st Class) day 1.00 315.00 315.00Mazdoor (Unskilled) day 7.32 250.00 1830.00g) Machinery 0.0050 HP Tractor with trolley hour 6.00 361.00 2166.00h&i) Overheads & Contractors Profit excl vatt 4% 0.14 3290.65j) Cost for 14 Nos. ordinary km stone = (a+b+c+d+e+f+g+h+i) 26795.30Rate for each ordinary km stone = j/ 14 1913.95200 m / Hectometer stone (precast)

Unit = each



As per item No. 5 (i) or (ii) of Chapter 12 cum 1.58 4068.14 6427.66b) Steel reinforcement @ 5 kg per sqm 0.00As per item No. 6 of Chapter 12 kg 66.00 55.55 3666.50c) Excavation in soil for foundation 0.00As per item No. 1 of Chapter 11 cum 1.39 103.74 144.20d) Painting two coats on concrete surface 0.00As per item No.5 of Chapter 10 sqm 6.27 75.50 473.37e) lettering on km post (average 1 letter of 10 cm height each) 0.00

per cm high per

letter

f) Labour

per cm high per

letter

f) Labour

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

As per item No. 1 of Chapter 10 330.00

0.74 244.72


Mate day -

Mason (1st Class) day 1.50 315.00 472.50Mazdoor (Unskilled) day 7.34 250.00 1835.00g) Machinery 0.0050 HP Tractor with trolley hour 6.00 361.00 2166.00h&i) Overheads & Contractors Profit excl vatt 4% 13% 2005.89j) Cost for 33 Nos. 200 m stone = (a+b+c+d+e+f+g+h+i) 17435.84Rate for each 200 m stone = j / 33 528.36

Details for 100 letters of 160 mm height, i.e., 1600 cm

Unit = per cm height per letter

Mate day -

Painter 1st Class day 2.00 315.00 630.00

Painter Assistant day 0.00

Mazdoor (Unskilled) day 1.12 250.00 280.00

b) Material 0.00

Paint litre 0.70 200.00 140.00

c&d) Overheads & Contractors Profit excl vatt 4% 0.13 136.50

Cost for 1600 cm = a+b+c+d 1186.50

Rate per cm height per letter = (a+b+c+d)/1600 0.74

Semi Reflective Traffic Signs

Unit = Each

Taking output = one traffic sign

(i) Excavation for foundation

As per item No. 1 of Chapter 11 cum 0.126 103.74 13.07

(ii) Cement concrete M15 grade 0.00

As per item No. 4 (A) (iii) or (iv) of Chapter 11 cum 0.126 4068.14 512.59

0.00

As per item No. 9 of this Chapter sqm 0.46 75.50 34.73

(a) labour (For fixing at site) 0.00

Mate day -


b) Material 0.00

Support of M.S. Sheet tube 0.00

(I) 47 mm x 47 mm x 12 SWG Sheet 3050 mm long kg 12.40 210.00 2604.00

per cm high per

letter

f) Labour

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 MORD / 801 MORTH

Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only)

a) Labour

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD

(iii) Painting two coats including prime coat on concrete surface with Epoxy Paint as per specifications

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

(II) Angle iron 50 x 50 x 6 mm for hold fast including 5% wastage kg 1.06 210.00 222.60

0.00

0.00

1sqm finished

plate 1.5 mm thick sqm 1 143.00 143.00

painting 2 coats sqm 1 75.50 75.50

lettering with borders .8x.6 200 0.74 148.31

366.81

(i) 900 mm equilateral triangle sqm 0.35 366.81 128.38

OR 0.00

(ii) 600 mm equilateral triangle sqm 0.156 366.81 57.22

OR 0.00

(iii) 600 mm circular sqm 0.283 366.81 103.81

OR 0.00

(iv) 800 mm x 600 mm rectangular sqm 0.48 366.81 176.07

OR 366.81 0.00

(v) 600 mm x 450 mm rectangular sqm 0.27 0.00

OR 0.00

(vi) 600 mm x 600 mm square sqm 0.36 366.81 132.05

OR 0.00

(vii) 900 mm side octagon sqm 0.672 366.81 246.50

(c) Machinery 0.00

Tractor with trolley hour 0.08 366.81 29.34

d&e) Overheads & Contractors Profit 0.13 657.67

Rate per traffic sign = (i+ii+iii+a+b+c+d+e) 5716.65

2. The rate for excavation, cement concrete M-15, and painting may be taken from respective Chapters.

Direction and Place Identification signs upto 0.9 sqm size board

Retro-reflectorised Traffic Signs

Unit = sqm

Taking output = 0.9 sqm

(i) Excavation for foundation

As per item No. 1 of Chapter 11 cum 0.126 103.74 13.07

(ii) Cement concrete M15 grade 0.00

As per item No. 4 (A) (iii) or (iv) of Chapter 11 cum 0.12 4068.14 488.18

0.00

sqm 0.887 75.50 66.97

0.43 75.50

(a) labour (For fixing at site) 0.00

Mate day -


b) Material 0.00

Mild steel angle iron 75 x 75 x 6 mm kg 19 210.00 3990.00

sqm 0.9 366.81 330.13

Add 3% cost of MS Sheet tube 12 SWG and angle irons towards the cost of fabrication, drilling holes, nuts and bolts etc.

(III) 1.5 mm thick M.S. Sheet duly painted with stove enameled paint including lettering, signs, border, message with reflective tape of engineering grade required size, shade and colour as per Technical Specifications

Note : 1. Any one area of M.S. Sheet given at (i) to (viii) may be adopted as per site requirement and in accordance with IRC-67.

3. The depth of foundation and quantity of cement in the foundation are indicative. These may be increased for areas having higher wind velocities like in coastal area. This is applicable to all road signs and direction boards.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD / 801 MORTH

(iii) Painting Angle Iron Post with Primer and two coats of Epoxy Paint as per specifications

As per item No. 9 of this Chapter OR

Painting Angle Iron Post with Primer and two coats as per item 6 of this chapter.

Aluminum sheeting fixed with encapsulated lens type reflective sheeting of size 0.90 sqm including lettering and signs as applicable background with epoxy paint

Data Sheet

of 208


1 2 3 4 5 6 7

S. No.

Index Code

11.00 0.00

(c) Machinery 0.00


d&e) Overheads & Contractors Profit 0.13 643.25

Cost for 0.9 sqm = (i+ii+iii+a+b+c+d+e) (with epoxy paint) 5591.31

6212.57

Cost for 0.9 sqm = (i+ii+iii+a+b+c+d+e) (with enamel paint)

for 0.6X0.6 board 0.225 1397.83caution boardvillage board 0.375 2329.71

0

0 Unit = cum0 (a) Material0 Cement t 0.275 4400 12100 Coarse sand cum 0.48 813.9 390.670 40 mm aggregate cum 0.54 1104.364 596.360 20 mm aggregate cum 0.27 1555.614 420.020 10 mm aggregate cum 0.09 1183.114 106.480 water for concrete and for curing Kl 1.2 70 840 (b) Labour 0 Mate day 0 285 00 Mason (1st Class0 day 0.1 315 31.50 Mazdoor (Unskilled) day 1.39 250 347.50 c) Machinery 0

Concrete mixer 0.4/0.28 cum capacity 148Generator 33 KVA. 265.6

3600.13 Overheads & Contractors Profit @18% 648.02Deduct 5% VAT -180.01Rate per cum = a+b+c+d+e+f 4068.14

Asst.Exe.Engineer/Assistant Engineer Deputy Exe.Engineer

PIU(PR)/korutla PIU(PR)/korutla

Superintending Engineer Executive Engineer

PR/Circle/Karimnagar PIU(PR)/Divn/Karimnagar

Add 3 per cent of cost of angle iron towards cost of fabrication, drilling holes, nuts, bolts, etc.

Rate per sqm (for sign having area upto 0.9 sqm) = (i+ii+iii+a+b+c+d+e)/0.90

Rate per sqm (for sign having area upto 0.9 sqm) = (i+ii+iii+a+b+c+d+e)/0.90

RBR-SPST-12

P.C.C. M 15 ordinary grade (1:2.5:5) using 40,20 & 10mm metal mechanically mixed leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH ,including overhead charges & Contractors profit but excluding VAT.

Nominal mix (1:2.5:5) / PCC M 15 using Concrete Mixture

Data Sheet

of 208

Data Sheet

of 208

237.60122.40

Data Sheet

of 208

Data Sheet

of 208

217.80200.38

17.42435.60

Data Sheet

of 208

357.19

78.41

435.60

Data Sheet

of 208

Data Sheet

of 208

*

Data Sheet

of 208

24.375

Data Sheet

of 208

Data Sheet

of 208

52.00

2600.00

1925.925926

LOOSE QUANTITY COMPACTED QUANTITY Loose thickness factor Loose thickness required

13.2 - 10 mm 20 per cent cum 57.30010 - 5 mm 38 per cent cum 108.870

cum 114.600

cum 5.98611

286.756 195.00 1.47 36.76

5 mm and below 40 per cent

Filler @ 2 per cent of weight of aggregates.(Cement)

Data Sheet

of 208

Data Sheet

of 208

mm

DETAILED CUM ABSTRACT ESTIMATE


length 2.247 km

S No Description No. Length Breadth Depth Quantity Rate Per Amount

1

(A) In area of Light jungle

total length 1 x 2 2247.00 2.00 - 8988.00

8988.00

deduct voids @ 30% -2696.40

6291.60 28.45 17900.00

2

Construction of embankment with material obtained from Borrow pits

1/250-1/450

0/0-1/075

0.00 10671.00

10671.00 177.30 cum 1892012.00

3

iii GRAVEL / SOIL AGGREGATE BASE(TABLE 400.2)GRADING "C"for grading III Material (CBR value minimum 20)

1 x 1 15.00 (15+4.00)/2 0.15 21.38

1 x 1 2215.00 4.00 0.15 1329.00

1 x 1 17.00 (15+4.00)/2 0.15 24.23

1,374.61 461.75 cum 634724.00

Clearing and Grubbing road land including uprooting wild vegitation ,grass, bushes shrubs,saplings and trees of girth up to 300mm,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of servicesble materials to be used or auctioned upto a lead of 1000m including disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201 of MORD / MoRTH including over head charges,contractors profit @ 14%.

10 sqm



subbase from ch 0/0-0/15


4

iii GRAVEL / SOIL AGGREGATE BASE(TABLE 400.2)GRADING "C"for grading III Material (CBR value minimum 20)

1 x 2 1000.00 1.875 0.15 562.50

562.50 461.75 cum 259734.00WBM GRADING -II

5

By manual means Machine crushed metal

1 x 1 15.00 (15+3.75)/2 0.075 10.55

0/015-2/230 1 x 1 985.00 3.75 0.075 277.03

2/230-2/247 1 x 1 0.00 (15+3.75)/2 0.075 0.00

287.58 2060.56 cum 592574.00WBM GRADING -III

6

By manual means Machine crushed metal

1 x 1 15.00 (15+3.75)/2 0.075 10.55

0/015-2/230 1 x 1 985.00 3.75 0.075 277.03

2/230-2/247 1 x 1 0.00 (15+3.75)/2 0.075 0.00

287.58 2367.04 cum 680714.00


shoulders From 0/0-2/247

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 MORD .For compacted thickness of 75 mm including overhead charges & Contractor profit, but excluding VAT

WBM GR-II from ch 0/0-0/15


WBM GR-III from ch 0/0-0/15


7

ch 0/0-0/15 1 x 1 15.00 (15+3.75)/2 140.63

0/015-2/230 1 x 1 985.00 3.75 3693.75

2/230-2/247 1 x 1 0.00 (15+3.75)/2 0.00

3,834.38 31.52 sqm 120860.00

8

ch 0/0-0/15 1 x 1 15.00 (15+3.75)/2 140.63

0/015-2/230 1 x 1 985.00 3.75 3693.75

2/230-2/247 1 x 1 0.00 (15+3.75)/2 0.00

3,834.38 11.01 sqm 42217.00

9

RBR-BASC-8

ch 0/0-0/15 1 x 1 15.00 (15+3.75)/2 140.63

0/015-2/230 1 x 1 985.00 3.75 3693.75

2/230-2/247 1 x 1 0.00 (15+3.75)/2 0.00

3,834.38 140.70 sqm 539497.00

10

ch 0/0-0/15 1 X 1 15.00 (15+3.75)/2 0.00 140.63

0/015-2/230 1 X 1 985.00 3.75 0.00 3693.75

2/230-2/247 1 X 1 0.00 (15+3.75)/2 0.00 0.00

3834.38 60.27 sqm 231098.00

TOTAL 5011330.00

Asst Executive Engineer Deputy Executive ENGINEER Executive Engineer Superintending Engineer




Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 MORD. (using Three wheel 80-100 kN static roller)

S No Description No. Length Breadth Depth Quantity Rate Per AmountPR Projects SD, Jagtial PR Projects SD, Jagtial PIU, Division, Karimnagar PR Circle, Karimnagar

(CD WORKS) RATE ANALYSIS AS PER MORD FORMAT F-8

74

Traffic signs,Markings and Other Appurtenances Data BT to Road from Maithapoor to Cherlakondapur in Raikal mandal .

Description Unit Quantity Amount (Rs.)

1 RBR-TSRA-1 Printinting New Letters and Figures of any Shade

ii English and Roman

Hyphens, commas and the like not to be measured and paid for detai for 100 letters of 160 mm height i.

Unit = per cm height per letter

a) Labour

Mate day 0 0 0

Painter 1 st class day 1.25 350 437.5

Mazdoor day 0.57 250 142.5

b) Material

paint Litre 0.5 210 105

685

c Add 14% for Over head charges & Contractors profit (excl. 685 95.90

Rate per cum = (a+b+c) 780.90

0.488Painting on concrete/steel surfaces with Epoxy

2 RBR-TSRA-9

taking out put =10 sqm

Labour

painter 1 st class day 0.6 350 210

Mazdoor (unskilled) day 0.65 250 162.5

b) Material

Epoxy primer/red oxide litre 0.6 100 60Epoxy paint litre 1.25 233 291.25

723.75

d) Add 14% for Over head charges & Contractors profit (excl. 723.75 101.33

Rate per 10 SQM = (a+b+c+d+e) 825.08Rate per SQM = (a+b+c+d+e) 82.51

Sr.No.

Reference to MORD

Specifications

Rate(Rs.)

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification clause 1701/801 MORTH

Painting two coats including prime coat of apporved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and technical specification clause 1701


75

Description Unit Quantity Amount (Rs.) Sr.No.

Reference to MORD

Specifications

Rate(Rs.)

Painting two coats on new concrete surfaces

3 RBR-TSRA-6taking out put =40 sqma) Labour

Mate day 0 0painter 1 st class day 3 350 1050Mazdoor (unskilled) day 2.2 250 550

b) Material

Cement primer as per specification litre 3 117 351litre 6 210 1260

3211

d) Add 14.00% for Over head charges & Contractors profit in 3211 449.54Rate per 10 SQM = (a+b+c+d+e) 3660.54Rate per SQM = (a+b+c+d+e) 91.51

4 RBR-TSRA-13 Kilometre stone

Ordinary Kilometer stone ( precast)Unit = EachTaking output = 14 Nos

a) M-15 grade of concrete as per item NO 11.4 cum 3.77 4068.14 15336.89

b) steel reinforcement @ 5 kg per sqmas per item NO 12.6 Kg 26.32 55.55 1462.16

c) Earth work excavation in soil foundationAs per item No 11.1 cum 2.77 103.74 1462.16

d) Painting two coats concrete surface

As per item No 10.5 sqm 11.41 91.51 1044.17

e) Lettering on KM (average 30 letters of 10 cm hei

As per item No 10.1 per cm ht p 1680 0.488 819.95Transportation and fixing 20125.33

f) LabourMate days 0 0 0

Mason ( 1 st class ) days 1 315.00 315Mazdoor ( unskilled) days 7.32 250.00 1830

g) Machinery

50 HP Tractor with trolley hour 6 361.00 2166

4311

d) Add 14.00% for Over head charges & Contractors 4311 303.24

Rate per stone 14 nos 29050.57

Rate per each km stone 2075.04

Painting two coats including prime coat after filling th surface with synthetic enamel paint in all shads on new, plastered/concrete surfaces as per drawing and technical specification

paint confirming to requirement of clause 1701.3.8

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing etc; as per drawing and technical specification clause 1703/804 MORTH


76


Reference to MORD

Specifications

Rate(Rs.)

III Ordinary 200 m stone / HECTOMETER STONE

a) M-15 grade of concrete as per item NO 4(A)( III ) OR ( IV) OF Chapter cum 1.58 4068.14 6427.66

b) steel reinforcement @ 5 kg per sqm

as per item NO 6 OF Chapter 12 Kg 66 55.55 3666.5

c) Earth work excavation in soil foundation as per item NO 1 OF Chapter 11 cum 1.39 103.74 144.2

d) Painting two coats concrete surface as per item NO 6 OF Chapter 10 sqm 6.27 91.51 573.79

e) Lettering on KM (average 30 letters of 10 cm hei

as per item NO 1 OF Chapter 10 per cm ht p 330 0.488 161.06

10812.15Transportation and fixing

f) Labour

Mason ( 1 st class ) days 1.5 315.00 472.5

Mazdoor ( unskilled) days 7.34 250 1835g) Machinery

9.3 50 HP Tractor with trolley hour 6 361.00 2166

4473.5

d) Add 14.00% for Over head charges & Contractors 4473.5 626.29

Rate per 200 stone 33 nos 20385.44

Rate each 200 M stone 617.74

Semi Reflective Traffic signs 5

Unit = Each

Taking output = 0ne traffic signi Earth work excavation in soil foundation

as per item NO 11.1 cum 0.126 103.74 13.07ii cement concrete M15 Grade

as per item NO 4(A)( III ) OR ( IV) OF Chapter Kg 0.126 4068.14 512.59

iii Painting steel tube posts with primer and two coa as per item NO 9 OF Chapter 10 sqm 0.46 91.51 42.1

a labour ( for fixing at site)mazdoor (unskilled) days 0.26 250 65

b Material

RBR- TSRA -2

Providing and fixing of Semi-reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour infront and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural roads of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundatins with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and technical specification Clause 1701.2.2 of MORD board size 600 x 600mm including over head charges, contractor profit excluding VAT charges


77


Reference to MORD

Specifications

Rate(Rs.)

i Kg 12.4 47 582.8

ii kg 1.06 153 162.18

Add 3 % cost of MS Sheet tube 12 SWG and angle 0.03 744.98 22.35

iii sqm 0.36

iii

(vi) 600 mm x 600 mm squre (0.36 sqmx 0.001

600 x600 mm kg 4.24 366.81 1555.27

g) Machinery


2984.239


Rate per 1 NO 3430.91

Semi Reflective Traffic signs

6

RBR- TSRA -3

Unit = Each

Taking output = 0ne traffic sign

i Earth work excavation in soil foundation

as per item NO 11.1 cum 0.126 103.74 13.07

ii cement concrete M15 Grade

as per item NO 11.4 Kg 0.126 4068.14 512.59

iii

as per item NO 9 OF Chapter 10 sqm 0.59 91.51 53.99

a labour ( for fixing at site)

mazdoor (unskilled) days 0.26 250 65

b Material

i support of ms sheet tube 75 mmx 75 mmx6 mm Kg 12.4 47 582.8

support of ms sheet tube 47 mmx 47 mmx 12 mm

angle iron 50 mmx50 mmx6 mm for hold fast incl 5 % wastage

1.5 mm thick MS sheet duly painted with stove enameled paint including lettering, signs, border, message with reflective tape of engineering grade required size, shade and colour as per technical specification

Providing and erecting direction and place identifications of semi-reflective sign boards as pr IRC:67 made of 2mm thick MS sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective border of 70mm width and required message, letters, figures with reflective engineerign grade tape as per MORD specifications of required shade and colour supported and welded on 47 x 47mm of SWG squre tube of 3050mm height duly strengthened by 25 x 5mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade CC 450 x 450 x 600mm, 600mm below ground level as per approved drawing and technical speicification clause 1701of MORD including over head charges, contractor profit excluding VAT charges

Painting steel tube posts with primer and two coats of epoxy paint as per specifications


78


Reference to MORD

Specifications

Rate(Rs.)

ii angle iron 50 mmx50 mmx6 mm for hold fast inc kg 1.06 153 162.18

iii 0.90 sqm x 0.002 m x 7850/kg cum 14.13 47 664.11

iii

0.03 744.98 22.35

g) Machinery


2104.97


Rate per Rmt 2428.55

Providing and fixing Logo of PMGSY Project10.16

RBR- TSRA -2

Unit = Each

Taking output = 0ne typical board

i Earth work excavation in soil foundation

as per item NO 11.1 cum 0.252 103.74 26.14

ii cement concrete M15 Grade

as per item NO 11.4 Kg 0.252 4068.14 1025.17

iii Painting steel tube posts with primer and two coa

2x2.05x30=1.23

1x1.10x188=0.21As per item No 10.70 sqm 1.8 91.51 164.72

ivlogo border 60x4x5=1200 per cm ht

angle iron 50 mmx50 mmx6 mm for hold fast inc

figure 60x10 =600 per cm ht per letterMidle plate words 28x5= 140 per cm ht/letter

Botom plate border 150 x2x5=1500 per cm ht/lett

2 mm thick MS sheet strenghened by 25 mm x 5 mm MS flat iron & psinted with stove enameled paint including lettering, signs, message, border with reflective tape of engineering grade of required shade and colour as per technical specification

Add 3 % cost of MS Sheet tube 12 SWG and angle irons towards the cost of fabrication,

drilling holes, nuts and bolts

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and Annexure 1700.1 including over head charges, contractor profit and excluding VAT charges

printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification clause 1701


79


Reference to MORD

Specifications

Rate(Rs.)

Botom plate border 60 x2x5=600 per cm ht/letter

words 101x2.5=252.5

words 80 x3=240

Total 4532.5 per cm heigh per letter

as per item NO 10.1 Per cm heig 4532.5 0.488 2212.14

3428.17

a) Labour ( for fixing at site)

Mazdoor unskilled days 0.78 250 195

Material

2 Nos MS tubes 75 mmx75 mm of 12 SWG sheKg 63.15 47 2968.05

1 No M.S tube 47 mmx 47 mm of 12 SWG 1100 Kg 4.47 47 210.09

Angle iron 50 mm x 50 mm x 5 mm for lugs Kg 2.12 153 324.36

sqm 1.44 0

1.44 sqm x 0.0016 m x7850/kgcum 18.09 47 850.23

Add 3% cost of M.S tube and angle iron towards t 0.03 3697.5 110.925

c) Machinery

Tractor with trolley hour 0.24 361.00 82.84741.46

Add 14.00% for Over head charges & Contractors 4741.46 663.80

6385.47Asst Engineer Dy.Exe.Engineer PR Proj SD, Jagtial PR Proj SD, Jagtial

Executive .Engineer Superintending EngineerPIU Division, Karimnagar PR Circle, Karimnagar

1.6 mm thick M.S sheet stregthened by 25 mmx5 MS flat iron on logo and middle plate angle iron 25 mmx25 mm x5 mm on bottom plate painting with stove enamele paint on both sides as per MORD specifications


80


Reference to MORD

Specifications

Rate(Rs.)

RCC GUIDE POSTS8.8 1400, 1700

800

ii RCC M15 Grade as per item NO 11.4 cum 0.0441 4068.14 179.4

b) HYSD steel barsas per item NO 12.6 t 0.0079 55553.06 438.87

d) Painting two coats concrete surfaceAs per item No 10.5 sqm 0.785 91.5135 71.84

690.11

5 th kilometer stone ( precast)Unit = EachTaking output = 6 Nos

a) M-15 grade of concrete as per item NO 11.4 cum 2.35 4068.14 9560.13

b) steel reinforcement @ 5 kg per sqmas per item NO 12.6 Kg 22.08 55.55 1226.61

c) Earth work excavation in soil foundationAs per item No 11.1 cum 1.68 103.74 1226.61

d) Painting two coats concrete surfaceAs per item No 10.5 sqm 9.85 91.51 901.41

e) Lettering on KM (average 30 letters of 10 cm height each)As per item No 10.1 per cm ht per l 1800 0.488 878.51Transportation and fixing 13793.27

Mate days 0 0 0Mason ( 1 st class ) days 0.6 315 189Mazdoor ( unskilled) days 6.26 250 1565

g) Machinery50 HP Tractor with trolley hour 6 361 2166

3920d) Add 14.00% for Over head charges & Contractors 3920 303.24

Rate per stone 6 nos 21936.51

3656.08

construction of RCC guideposts of 250 mm dia M15 grade cast-in-situ with 20 mm Nominal size aggregate ,true to line and grade, tolerance of Vertical RCC Posts not to exceed 1in 500 as per drawing and technical specification

of 208

Seig_Calculations


Slno Item unit Loose Qty Earth Metal/Stone Chips Gravel Sand

Factor Loose Qty Factor Loose Qty Factor Loose Qty Factor Loose Qty Factor Loose Qty

1 10671.000 Cum 1.00 10671.00 1.00 10671.00

2 0.000 Cum 1.33 0.00 0.40 0.00 0.93 0.00

3 1374.610 Cum 1.50 2061.92 0.85 1168.42 0.43 591.08

4 562.500 Cum 1.50 843.75 0.85 478.13 0.43 241.88

0.000 Cum 1.50 0.00 0.45 0.00 0.84 0.00

5 WBM -GR-II 287.580 Cum 1.56 448.62 1.21 347.97 0.32 92.03

6 WBM -GR-III 0.000 Cum 1.45 0.00 1.21 0.00 0.24 0.00

7 WBM -GR-III 287.580 Cum 1.45 416.99 1.21 347.97 0.24 69.02

8 OGPC 3834.380 Sqm 1.00 3834.38 0.027 103.53

9 Seal Coat 3834.380 Sqm 1.00 3834.38 0.009 34.51

10 Gravel shoulders 0.000 Cum 1.28 0.00 0.85 0.00 0.43 0.00

11 CD Work s fundations 2.190 Cum 1.00 2.19 1.00 2.19

12 filling of sand 0.169 Cum 1.00 0.17 1.00 0.17

13 PCC -M10 0.510 Cum 1.00 0.51 0.96 0.49 0.48 0.24

14 VCC -M-15 7.560 Cum 1.00 7.56 0.80 6.05 0.48 3.63

15 VCC -M-20 0.000 Cum 1.00 0.00 0.90 0.00 0.45 0.00

16 VRCC M-25 9.750 Cum 1.00 9.75 0.90 8.78 0.45 4.39

17 0.000 Cum 1.00 0.00 0.90 0.00 0.45 0.00

10673.19 711.26 299.08 1646.54 841.39

Rate 22.00 50.00 50.00 22.00 40.00

Amount 234810.18 35562.81 14954.12 36223.96 33655.49

Total Seignorage Charges is Rs. 355207.00

Asst Executive Engineer Dy.Executive Engineer Executive Engineer Superintending Engineer

Quantity (finished

item)

Loose Qty

Factor

Earth work for widening- Carted earth 0/0 to 3/0km

Gravel sub base ( 100% Gravel 100 loose to -75mm compacted )

Gravel sub base ( 70% Gravel +30% chips ) 225 to 150

Granular shoulders ( 100% Gravel 225mm loose to -150mm compacted )

Granular shoulders ( 100% Gravel 300mm loose to -200mm compacted )

V.C.C _M-30 For Road dam wearing coat

of 208

Seig_Calculations

Slno Item unit Loose Qty Earth Metal/Stone Chips Gravel Sand

Factor Loose Qty Factor Loose Qty Factor Loose Qty Factor Loose Qty Factor Loose Qty

Quantity (finished

item)

Loose Qty

Factor

0 0 PIU.Karimnagar P.R.Karimnagar

Specification Report accomapanying the detailed Estimate for the work of

BT to Road from Maithapoor to Cherlakondapur in Raikal mandal .Length of road 2.247 km Estimated cost 60

lakhs

60 lakhs

The Following provisions are made in the Maintenance Estimate

1

2

3

4

5

6

7

9

10

The above said work has been adminstratively sanctioned under flood grant vide GO rt .no 1840 dated 05-10-2012by the pR&RD department of Renewal of BTworks f and its maintenanceor an amount of

The work was completed under NABARD grant and it required maintenance as the work was completed long back in the year 2005 and it requires renewal coat as more than 6 years passed on the road..it is proposed BT renewal from ch ch 0/0 to ch 5/800 with pot holes repair to make it smooth riding surface .

Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 MORD / 3002 MORTH

Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 MORD / 3003 MORTH

Repair to pot holes by removal of failed material, trimming the sides to vertical and leveling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specifications Clauses 502 and 503 and 1904 MORD.

Patch repair on already filled pot holes with 75 mm BM with 20 mm premix carpet and seal coat Type B as per drawings and technical specification Clause 1904.2 MORD

Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 MORTH

Maintenance of gravel road including making up the loss of profile, rectifying corrugated surface, filling up of depressions, pot holes and erosion gullies by adding fresh material and compacting it with appropriate equipment or to strip excess of material from the road surface as per drawings and technical specification Clause 1905 MORD

Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914 MORD



11

12

130The Estimate is prepared as per SSR of 2012-13nd early sanction of estimate is solicited

Asst.Exe.Engineer/Assistant Engineer Deputy Exe.EngineerPIU(PR)/korutla PIU(PR)/korutla

Executive Engineer Superintending EngineerPIU(PR)/Divn/Karimnagar PR/Circle/Karimnagar

Maintenance of road signs by way of cleaning and repainting of mandatory / regulatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910 MORD

Maintenance of 200 metre and km stone by way of refitting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 MORD


DETAILED ESTIMATE

Name of the work

Length 2.247 km Estt.cost 60 lakhs

Description of item unit NoMeasurments

Qty Rate per AmountL B D1 2 3 4 5 6 7 8 9 10 11

1from ch 0/0-ch 5/800 cum 1 2000 0.5 0.1 100 192.20 1 19220

2

from ch 0/0-ch 5/0 sqm 1 700 0.6 420 28.75 1 12076

3

from ch 0/0-ch 5/0 sqm 1 20 1 20 9.24 1 185

4ch 0/0-ch 2/0 cum 5 1 0.75 0.075 0.28

cum 4 2 1.2 0.075 0.72cum 7 3 1.2 0.075 1.89cum 6 1 1 0.075 0.45cum 5 0.5 0.5 0.075 0.09

edge repair cum 8 0.3 1.3 0.075 0.23cum 8 1 1 0.075 0.6cum 7 0.75 0.9 0.075 0.35cum 6 2 2.1 0.075 1.89cum 6 1 1 0.075 0.45

ch 2/0-ch 4/0 cum 7 1.2 1 0.075 0.63cum 13 1.5 1 0.075 1.46cum 10 1 0.3 0.075 0.23cum 7 1 1 0.075 0.53cum 10 1 0.75 0.075 0.56cum 12 1 0.25 0.075 0.23cum 10 0.75 0.75 0.075 0.42cum 6 1 1 0.075 0.45cum 12 0.78 0.8 0.075 0.56cum 6 1 1 0.075 0.45cum 10 0.75 0.75 0.075 0.42

ch 4/0 to ch 5/800 cum 5 0.8 0.8 0.075 0.24cum 7 1 1 0.075 0.53


S.no



Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 MORD / 3003 MORTH

Repair to pot holes by removal of failed material, trimming the sides to vertical and leveling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specifications Clauses 502 and 503 and 1904 MORD.



S.no

cum 7 1 0.75 0.075 0.39cum 7 1 1 0.075 0.53cum 12 1.4 1 0.075 1.26cum 5 2 1.2 0.075 0.9cum 3 1.4 1.2 0.075 0.38cum 13 1 0.3 0.075 0.29

cum 17.41 6593.49 1 114793

5

ch0/0ch0/200 sqm 17 10 1 170

ch 2/0-ch4/0 sqm 12 5 1.5 90

sqm 20 10 1 200

ch 0/800-ch 1/0 sqm 12 9 1 108

ch 1/0-ch1/500 sqm 15 12 0.9 162

ch 1/500-ch 2/0 sqm 15 12 1 180

sqm 10 12 0.7 84

sqm 15 12 0.75 135

ch 2/0-ch 2/500 sqm 6 5 1 30

sqm 4 4 0.5 8

sqm 9 8 0.6 43.2

sqm 4 4 0.6 9.6

sqm 2 6 0.55 6.6

upto ch 4/0 sqm 5 10 0.6 30

sqm 12 3 0.6 21.6

sqm 8 6 0.5 24

sqm 3 10 0.6 18

sqm 8 4 0.6 19.2

sqm 7 10 0.6 42

sqm 10 7 0.6 42

sqm 3 6 0.6 10.8

upto ch 5/500 sqm 7 7 0.6 29.4

sqm 1463 124.39 1 182027

6

No 11 11 1407.42 1 15482

7km 3 3 642.64 1 1928


Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 MORD.

ch 0/0,0/100,0/450,0/700,1/200,1/550,3/300,4/300,4/600.5/200,5/300




S.no

8sqm 2 5800 1 11600 1.96 1 22721

9

km stone No 5 5 1913.95 1 9570Hm stone No 10 10 528.36 1 5284

10

information board No 1 1 5716.65 1 5717

7

for caution board.(0.5X0.6X0.6) sqm 10 0.18 1.8 6212.57 1 11183village board(o,6X0,6) sqm 1 0.375 0.38 6212.57 1 2361

11 1for Shoulder portion fromch 0/0 to ch 5/800 cum 2 5000 1 0.1 1000 461.75 1 461749

1 0

Low porosity 0 1 0

12 0 1 0from ch 3/500 to ch 5/0 sqm 1 0 3.75 0 31.52 1 0

0 1 0

Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 MORD



Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD / 801 MORTH

Construction of granular sub-base /shoulders by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 402 MORD, including overhead charges & Contractor profit, But excluding VAT




S.no

13 1 0from ch 3/500 to ch 5/0 sqm 1 5800 3.75 21750 11.01 1 239468

1 0

14 1 0from ch 3/500 to ch 5/0 sqm 1 5800 3.75 21750 140.70 1 3060225

15 1 0from ch 3/500 to ch 5/0 sqm 1 5800 3.75 21750 46.80 1 1017900

16 add seinorage charges ` 7860917 add 5% vatt 25909418 LS for unforeseen 480412

total 6000000

Deputy Exe.EngineerAsst.Exe.Engineer/Assistant Engineer PIU(PR)/korutlaPIU(PR)/korutla



20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder


Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510 MORD. (using Three wheel 80-100 kN static roller)

seinorage charges calculationitem unit Metal sand gravel

tqty qty for 1unit qty qty for 1cum qty qty for 1cum qty

Repair to pot holes cum 17.41 1.415 24.63515 0 020mm on patch repaired sqm 0 0.027 0 0.006 0 0

sqm 1463.4 0.027 39.5118 0.006 8.7804 0GSB or shoulders cum 1000 0 0.43 430 0.85 850wbm cum 0 1.45 0 0 0BT sqm 21750 0.036 783

1 cum 847.14695 438.7804 850

50 40 2242357.35 17551.22 18700

total 78608.56

patch repair 20mm

seinorage charges

btbt 1unit qty

0.095 1.653950.00234 0

0.00345 5.0487300

6.70268

Andhra Pradesh Standard Data

I. Roads and Bridges

name of the work BT to Road from Maithapoor to Cherlakondapur in Raikal mandal .MAINTENANCE OF ROADS DATA

S. No Description Unit Quantity Rate Rs. Amount Rs. Remarks

1 2 3 4 5 6 7

RBR-MTRD-11 Restoration of Rain Cuts

A Manual MeansUnit = cumTaking output = 10 cum(a) LabourMate day -Mazdoor (Unskilled) day 6.240 250.00 1560.00(b) Machinery 0.00Plate compactor hour 3.000 42.00 126.00(c) Materials 0.00Compensation for earth Taken from private land cum 7.500 0.00

d&e) Overheads & Contractors Profit excluding vatt4% 0.14 236.04Cost for 10 cum = a+b+c+d 1922.04Rate per cum = a+b+c+d/10 192.20

B

Unit = cumTaking output = 50 cum(a) LabourMate day -Mazdoor (Unskilled) day 10.400 250.00 2600.00(b) Machinery 0.00

hour 0.830 0.00OR 0.00

hour 0.650 2600.00 1690.00

Tipper 5.5 cum, 10 t capacity hour 2.270 818.30 1857.54Plate compactor 3.5 cum / hour capacity hour 15.000 42.00 630.00(c) MaterialsCompensation for earth Taken from private land cum 37.500

6777.54d&e) Overheads & Contractors Profit excluding vatt5% 0.13 881.08

Cost for 50 cum = a+b+c+d+e 7658.62Rate per cum a+b+c+d+e/50 153.17

RBR-MTRD-22

(I)

Unit = sqm

Index-code


Mechanical Means including conveyance of earth from 1000 M load

Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum/h Hydraulic Excavator 1 cum bucket capacity @ 60 cum/h

Note : Only 75% of fresh material has been provided as 25% can be retrieved from site from earth i.e. flown down the slop in the form of slurry and deposited at the foot of rain cuts.

Maintenance of Earthen shoulder (filling with fresh selected soil)



1 2 3 4 5 6 7

Index-code

Taking output = 100 sqm

Quality of fresh material = 15 cum(a) LabourMate day -Mazdoor (Unskilled) day 4.680 250.00 1170.00(b) Machinery 0.00

hour 0.250 2600.00 650.00

Tipper 5.5 cum hour 0.680 818.30 556.44Plate compactor @ 25 sqm per hour hour 4.000 42.00 168.00(c) MaterialsCompensation of earth cum 15.000

2544.44d&e) Overheads & Contractors Profit 0.13 330.78Cost for 100 sqm = a+b+c+d+e 2875.22Rate per sqm = (a+b+c+d+e)/100 28.75

(II)

Unit = sqmTaking output = 100 sqmAssuming height of stripping as 75 mmQuantity of earth cutting involved = 7.5 cum (a) LabourMate day -Mazdoor (Unskilled) day 2.600 250.00 650.00(b) Machinery 0.00Plate compactor @ 25 sqm per hour hour 4.000 42.00 168.00

818.00d&e) Overheads & Contractors Profit excluding vatt5% 0.13 106.34

Cost for 100 sqm = a+b+c+d 924.34Rate per sqm = a+b+c+d/100 9.24

RBR-MTRD-33 Maintenance of bituminous surface road(i)

Unit = cum

(5% area of one km)(a) LabourMate day -Mazdoor (Unskilled) day 20.800 250.00 5200.00(b) Machinery 0.00Jack hammer 25 kg with tractor hour 4.000 361.00 1444.00Compressor 210 cfm with tractor hour 2.000 402.00 804.00Emulsion pressure distributor hour 4.000 748.00 2992.00Mixall 6/10 t capacity hour 4.000 450.00 1800.00Three wheeled 80-100 kN Static Roller hour 4.000 920.60 3682.40(c) Materials 0.00

Assuming average thickness of filling to be 150 mm

Hydraulic Excavator 0.9 cum / 1.00 cum bucket capacity @ 60 cum/h

Maintenance of Earthen shoulder (stripping of excess soil)

Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 MORD / 3003 MORTH

Note : Earth stripped from earthen shoulders to be used as shoulders or dumped on the side slopes locally for disposal.

Repair to pot holes by removal of failed material, trimming the sides to vertical and leveling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specifications Clauses 502 and 503 and 1904

Taking output = 187.5x0.075 = 14.06 cum = (30.94 Tonne)


1 2 3 4 5 6 7

Index-code

Tonne 0.168 31356.00 5267.81

0.00

Bottom = 187.5 0.00Sides = 28.27 Tonne 0.064 31356.00 2006.78Total = 215.77 0.00

Tonne 1.082 31,356.00 33927.19

Weight of mix (BM) 14.06 cum = (30.94 tonne) 0.00Weight of Bitumen = 1.082 0.00Weight of aggregate 30.94 -1.082 = 29.86 0.00Taking density of aggregate 1.5 t per cum 0.00Volume of aggregate 29.86 / 1.5 = 19.90 cum 0.00Grading (1) (40 mm nominal size) 0.0037.5 - 25 mm 15% cum 2.985 1319.36 3938.3025 - 10 mm 45% cum 8.955 1519.99 13611.5010 - 5 mm 25% cum 4.975 1006.86 5009.155 mm and below 15% cum 2.985 789.36 2356.25d&e) Overheads & Contractors Profit excluding vatt4% 82039.39d&e) Overheads & Contractors Profitexclu vatt5% 0.13 10665.12Cost of 14.06 cum = a+b+c+d+e 92704.51Rate per cum = a+b+c+d+e/14.06 6593.49

SQM 494.51(ii)

Unit = sqmTaking output = 200 sqm(a) LabourMate day -Mazdoor (Unskilled) day 16.640 250.00 4160.00(b) Machinery 0.00Mixall 6/10 tonne hour 2.000 450.00 900.00Bitumen pressure distributor hour 2.000 1016.00 2032.00Three wheeled 80-100 kN Static Roller hour 4.000 920.60 3682.40(c) Materials 0.00

tonne 0.292 36,428.00 10636.98

tonne 0.040 36,428.00 1457.12tonne 0.136 36,428.00 4954.21

cum 5.400 1123.19 6065.22

cum 1.200 766.86 920.24

200 x 0.06 / 10 = 1.20 cum34808.16

d&e) Overheads & Contractors Profit excluding vatt5% 0.13 4525.06Cost of 200 sqm = a+b+c+d+e 39333.22Rate/sqm = a+b+c+d+e/200 196.67

(iii)


Primer with bitumen emulsion @ 9 kg/10 sqm 187.5x9 = 168.75 kg.

Tack coat with bitumen emulsion @ 3.0 kg/ 10 sqm

Bitumen for BM @ 3.5% by weight of mix = 30.94 x 3.5 / 100 = 1.082

Patch repair on already filled pot holes with 75 mm BM with 20 mm premix carpet and seal coat Type B as per drawings and technical specification Clause 1904.2 MORD

Bitumen for pre-mix carpet @ 14.60 kg/10 sqm 200x14.60/10 =292 kg

Bitumen for tack coat @2kg per 10sqm 200 x 2 / 10 =40kgBitumen for seal coat @ 6.8 kg per 10 sqm200 x 6.8 / 10 = 136 kgCrushed stone aggregate 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm= 200x0.27/10=5.4cum

Crushed sand passing 2.36 mm sieve and retained on 180 micron sieve @ 0.06 cum per 10 sqm

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 MORD


1 2 3 4 5 6 7

Index-code

(a) LabourMate day -Mazdoor (Unskilled) day 20.800 250.00 5200.00(b) Machinery 0.00Air compressor 210 cfm with tractor hour 2.000 402.00 804.00Bitumen pressure distributor hour 2.000 1016.00 2032.00Mixall 6/10t capacity hour 2.000 450.00 900.00Three wheeled 80-100 kN Static Roller hour 4.000 920.60 3682.40(c) Materials 0.00

t 0.064 36,428.00 2331.39

t 0.292 36,428.00 10636.98

t 0.136 36,428.00 4954.21

cum 5.400 1123.19 6065.22

cum 1.200 766.86 920.24

37526.43

d&e) Overheads & Contractors Profit excluding vatt5% 0.13 4878.44Cost for 200 sqm = a+b+c+d+e 42404.87

Rate per sqm = a+b+c+d+e/200 212.02(iv)

Unit = sqmTaking output = 200 sqm(a) LabourMate day -Mazdoor (Unskilled) day 16.640 250.00 4160.00(b) Machinery 0.00Concrete mixer 0.4 / 0.28 cum capacity hour 2.500 370.00 925.00Air compressor 210 CFM with tractor hour 2.000 402.00 804.00Emulsion pressure distributor hour 2.000 748.00 1496.00Three wheeled 80-100 kN Static Roller hour 4.000 920.60 3682.40(c) Materials 0.00

tonne 0.060 31356.00 1881.36

tonn 0.430 31356.00 13483.08

tonn 0.200 31356.00 6271.20

cum 5.400 1123.19 6065.22

cum 1.200 766.86 920.24

Cost for 200 sqm = a+b+c+d+e 39688.50

Rate per sqm = a+b+c+d+e/200 198.44d&e) Overheads & Contractors Profit ecl vatt 0.13 25.80

Bitumen for tack coat @ 3kg per 10 sqm 200 x 3 / 10 = 60 kg

Bitumen for pre-mix carpet @ 14.60 kg per 10 sqm = 200 x 14.6 / 10 = 292 kg

Bitumen for seal coat @ 6.8 kg per 10 sqm= 200 x 6.8 / 10 = 136 kg

Crushed stone aggregate 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm= 200x0.27/10=5.4cum

Crushed sand passing 2.36 mm sieve and retained on 180 micron sieve @ 0.06 cum per 10 sqm200 x 0.06 / 10 = 1.20 cum

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen emulsion, 20 mm thick pre-mix carpet using cationic bitumen emulsion and seal coat type B with bitumen emulsion as per Technical Specification Clauses 1904.2, 503 and 508.2 MORD

Emulsion for tack coat @ 3 kg per 10 sqm200 x 3 / 10 = 60 kg

Emulsion for premix carpet @ 21.50 kg per 10 sqm200 x 21.50 / 10 = 430 kg

Emulsion for seal coat @ 10 kg per 10 sqm= 200 x 10 / 10 = 200 kg

Crushed stone aggregate 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm= 200x0.27/10=5.4cum

Crushed sand passing 2.36 mm sieve and retained on 180 micron sieve @ 0.06 cum per 10 sqm = 200 x 0.06 / 10 = 1.20


1 2 3 4 5 6 7

Index-code

per sqm 224.24

RBR-MTRD-44

Unit = Sqm

a) LabourMate Day -Mazdoor (Unskilled) Day 90.000 250.00 22500.00Mazdoor skilled Day 7.760 315.00 2444.40b) Machinery 0.00Air compressor 250 cfm hour 6.000 402.00 2412.00HMP 100-110 TPH Capacity hour 6.000 0.00 0.00Tipper 5 tonnes capacity hour 90.000 818.30 73647.00Smooth wheeled roller 8-10 tonnes hour 12.000 920.60 11047.20c) Material 0.00Crushed stone aggregates nominal size 13.2mm cum 184.500 1350.61 249188.28

Crushed stone aggregates nominal size 11.2mm cum 92.250 1183.11 109142.27

Bitumen 60/70 14.970 38605.00 577916.852.460 32514.00 79984.44

Cost for 10250 sqm = a+b+c+d+e 1128282.44Rate per sqm = (a+b+c+d+e)/10250 110.08d&e) Overheads & Contractors Profit 0.130 14.31

124.39 sqm

RBR-MTRD-55

Unit = Sqm

a) LabourMate Day -Mazdoor (Unskilled) Day 70.000Mazdoor skilled Day 5.920b) MachineryAir compressor 250 cfm hour 6.000HMP 100-110 TPH Capacity hour 6.000Tipper 10 tonnes capacity hour 45.000Smooth wheeled roller 8-10 tonnes hour 12.000c) MaterialI) Bitumen 22.500

ii) Bitumen emulsion for tack coat . 1.180

iii) AggregatesGrading I - 19mm(Nominal size)20-10mm 35 per cent cum 99.75010-5 mm 23 per cent cum 65.5505mm and below40 per cent cum 114.000Add 5 per cent for wastage

Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm.


Taking out put = 10250 sqm (205 cum)(405 tonne)

tonneBitumen emulsion for tack coat including vertical

sides of pot hole.tonn

e

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm.

Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to Taking out put = 4900 sqm (196 cum)(450 Tonnes)

tonne

tonne


1 2 3 4 5 6 7

Index-code

orGrading-II 13mm (Nominal size)13.2-10 mm 30 per cent cum 85.50010-5 mm 25 per cent cum 71.2505 mm and Below43 per cent cum 122.550

9.000

Add 5 per cent for wastage

(i) for grading I Materiald&e) Overheads & Contractors ProfitCost for 4900 sqm = a+b+c+d+eRate per sqm = (a+b+c+d+e)/4900

(ii) for grading II Materiald&e) Overheads & Contractors ProfitCost for 4900 sqm = a+b+c+d+eRate per sqm = (a+b+c+d+e)/4900

RBR-MTRD-66 Crack Filling

Unit = Running MeterTaking out put = 500ma) Labour Mate day -Mazdoor (Unskilled) day 1.040 250.00 260.00b) Material 0.00Slow-curing bitumen emulsion Kg 33.000 32.51 1072.96Stone crusher dust cum 0.020 766.86 15.34Cost for 500sqm = a+b+c+d 1348.30Rate per meter = (a+b+c+d+e)/500 2.70c&d) Overheads & Contractors Profit 0.13 0.35

per rmt 3.05RBR-MTRD-77 Dusting

Unit = SqmTaking output = 3500 sqma) LabourMate day -Mazdoor (Unskilled) day 2.080 250.00 520.00b) Material 0.00

cum 6.250 766.86 4792.90

Cost for 3500sqm = a+b+c+d 5312.90Rate per meter = (a+b+c+d)/3500 1.52c&d) Overheads & Contractors Profit eclu vatt5% 0.13 0.20

per sqm 1.72RBR-MTRD-88 A Fog Seal as per Specification 3004.3.2 MORTH

Data as in Chapter 5 sqmB

sqm

Filler 2 per cent (Cement) tonne

Any one of the above alternatives of aggregate i.e. 19mm or 13mm nominal size may be adopted as per approved design.

Note : For detailed working of quantities of aggregates, refer item 5.8 of chapter 5

Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case cracks are wider than 3mm as per Tech. specification 3004.3.3 MORTH

Applying crusher dust to areas of road where bleeding of excess bitumen has occurred as per Tech. specification 3004.4 MORTH.

Stone crusher dust finer than 3mm with not more than 10 per cent passing 0.075 sieve.

Crack Prevention courses as per Specification 3004.3.4 MORTH

(i) Stress Absorbing Membrane (SAM) crack width less than 6 mm


1 2 3 4 5 6 7

Index-code

sqm

sqm

sqmData as in Chapter 5

(C) Slurry Sealsqmsqmsqm

Data as in Chapter 5(D) Surface Dressing for maintenance works.

sqmsqm

Data as in Chapter 5RBR-MTRD-99 Repair of Joint Grooves with Epoxy Mortar

RBR-MTRD-11

11

Unit = running metreTaking output = 10 metres

a) LabourMate day -

Mazdoor (Unskilled) day 1.080

b&c) Overheads & Contractors Profit

Cost for 10 metres = a+b+cRate per metre = (a+b+c)/10

RBR-MTRD-1212 Land Slide Clearance in soil

Unit = cumTaking output = 100 cuma) LabourMate day -


b) MachineryDozer 180 HP @ 60 cum per hour hour 1.670

c&d) Overheads & Contractors Profit

Cost for 100 cum = a+b+c+dRate per cum = (a+b+c+d)/100

RBR-MTRD-1313 Landslide Clearance in Hard Rock Requiring Blasting

Unit = cumTaking output = 100 cuma) LabourMate day -


Driller day 0.750

Blaster day 0.070

b) MachineryDozer D 80 A-12,180 HP @ 60 cum per hour hour 1.670

Air compressor 250 cfm with two jack hammer hour 2.500

c) Materials

(ii) Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm

(iii) Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 per cent

(iv) Bitumen Impregnated Geotextile

(i) 5 mm thickness (ii) 3 mm thickness (iii) 1.5 mm thickness

(i) 19 mm nominal chipping size(ii) 13 mm nominal size chipping

Hill Side Drain Clearance as per Specification 3000 MORTH

Removal of earth from the choked hill side drain and disposing it on the valley side manually

Assuming muck causing choking of drain to be 0.2 cum per metre, quantity of earth to be removed for 10 metres = 2 cum

Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side as per Tech. specification 3000 MORTH

Note : Land Slide clearance involves pushing of loose earth slided on the road surface from hill face on the valley side. Since no cutting of original ground is involved, the output of dozer has been taken as 60 cum per hour for soil, ordinary rock and blasted hard rock. However, if there are objection to disposing of earth on valley side, additional resources for its disposal shall be considered as per site conditions.Clearing of land slide in hard rock requiring blasting for 50 per cent of the boulders and disposal of the same on the valley side as per Tech. specification 3000 MORTH.


1 2 3 4 5 6 7

Index-code

Gelatine 80 per cent @ 35 kg per 100 cum kg 17.500

each 70.000

c&d) Overheads & Contractors Profit

Cost for 100 cum = a+b+c+d+eRate per cum = (a+b+c+d+e)/100

RBR-MTRD-1717 Maintenance of Culverts

(I)

Unit = One No. Hume pipe (1000 mm dia)Taking output = One No.H.P. Culverta) LabourMate day -Mazdoor (Unskilled) day 1.100 315.00 346.50Mason 2nd Class day 1.400 285.00 399.00b) Material 0.00Cement, Sand, Brick, Boulder etc. L.S 1.000 500.00 500.00Cost for one No. Hume pipe culvert = a+b+c+d 1245.50Rate per hume pipe Culvert = a+b+c+d c&d) Overheads & Contractors Profit 0.130 161.92

per NO 1407.42RBR-MTRD-1919 Maintenance of Road Signs

Unit = 1 km

All types of signs in one Km a) LabourMate day -Mazdoor (Unskilled) day 2.090 250.00 522.50Painter 1st Class day 0.125 315.00 39.38b) Material 0.00

LS 1.000 300.00 300.00

Cost for one Km = a+b+c+d 861.88

Rate per km = a+b+c+dc&d) Overheads & Contractors Profit 0.13 112.04

perkm 973.92Rate per metre = a+b+c+d+e/10

RBR-MTRD-2121 Maintenance of 200 metre and km stones

Unit = 1 km

i Painting two coats with synthetic enamel paint200 m stone 4 nos = 0.760 sqm.One km stone = 0.815 sqm.5th km stone 1x1/5 = 0.320 sqm.Total = 1.895 sqm.As per item No. 10.5 of chapter 10 sqm 1.895 75.50 143.07

ii 0.00

Electric Detonators @ 1 Detonator for 2 Gelatine sticks of 125 gms each

Note : Credit for the rock if found acceptable as construction material shall be affordedNote : The cost of 25% retrieved material may be deducted from rates.

Note : The cost of 25% retrieved material may be deducted from rates.

Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 MORD.

Maintenance of road signs by way of cleaning and repainting of mandatory / regulatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910 MORD

Synthetic Enamel Paint, Engineering grade tape, welding machine etc. (LS Rs.300)


Assuming 1 km stone, 4 nos 200 metre stone and 1/5th 5km stone

Printing letters and figures of any shade with synthetic enamel paint of any approved colour to give an even shade


1 2 3 4 5 6 7

Index-code

200 m stone 4 Nos. = 40 per cm height per letter 0.00One no km stone = 120 per cm height per letter 0.005th km stones 1/5th = 60 per cm height per letter 0.00Total = 220 per cm height per letter 0.00Rate as per item no 10.1 of chapter 10 220.000 0.74 163.14a) Labour 0.00Mate day -Mazdoor (Unskilled) day 0.524 250.00 131.00Mason 1st Class day 0.100 315.00 31.50b) Material 0.00Cement, sand, aggregates etc. LS 1.00 100.00 100.00(LS = Rs.100.00)Rate per/km = (i+ii+a+b+c+d) 568.71

c&d) Overheads & Contractors Profit 0.13 73.93per km 642.64

RBR-MTRD-2222

i

Unit = one treeTaking output = 10 trees of 900 mm average girtha) LabourMate day -Mazdoor (Skilled) day 1.120 250.00 280.00Mazdoor (Unskilled) day 2.000 250.00 500.00

780.00

Cost for 10 trees = (a+b+c) 78.00Rate per tree = (a+b+c)/10b&c) Overheads & Contractors Profit 0.13 10.14

88.14ii

Unit=EachTaking output = 100 nos shrubsa) LabourMate day -Mazdoor (Unskilled) day 2.080 250.00 520.00b&c) Overheads & Contractors Profit 0.13 67.60Cost for 100 shrubs = a+b+c 587.60Rate per shrub = a+b+c/100 5.88

iii

Unit = sqmTaking output = 1500 sqma) LabourMate day -Mazdoor (Unskilled) day 10.400 250.00 2600.00Cost for 1500 sqm = a+b+c 2600.00

Rate per sqm = a+b+c/1500 1.73b&c) Overheads & Contractors Profit 0.13 0.23

per sqm 1.96

RBR-MTRD-2323

Unit = sqmTaking output = 9 sqma) LabourMate day -Mazdoor (Unskilled) day 0.153 250.00 38.25White washer day 0.143 285.00 40.71b) Material 0.00Lime quintal 0.045 780.00 35.10Fevicol adhesive kg 0.100 156.00 15.60Indigo kg 0.013 30.00 0.39

per cm

height

Cutting of branches of trees shrubs and trimming of grass and weedsCutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 MORD

Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914 MORD

Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 MORD

White washing of parapet walls of CD work and tree truncks

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 MORD


1 2 3 4 5 6 7

Index-code

Cost for 9 sqm = a+b+c+d 130.05Rate per sqm = a+b+c+d/9 14.45c&d) Overheads & Contractors Profit 0.13 1.88

per sqm 16.33

General Note :The provisions towards Mate is included in the provision towards unskilled Mazdoor.

Deputy Exe.EngineerAsst.Exe.Engineer/Assistant Engineer PIU(PR)/korutlaPIU(PR)/korutla


102

Leads statemnt BT to Road from Maithapoor to Cherlakondapur in Raikal mandal .

Description of Metal Initial cost

1 2 3 4 5 6 11 12 13 14 16 17 19 20

CD Works

1 kondagattu 40.00 432.40 -60.54 0.00 371.86 86.00 0.00 70.00 0.00 156.00 527.86

2 -- do -- 40.00 432.40 -60.54 0.00 371.86 124.00 0.00 70.00 0.00 194.00 565.86

3 -- do -- 40.00 432.40 -60.54 0.00 371.86 530.00 0.00 70.00 0.00 600.00 971.86

4 -- do -- 40.00 432.40 -60.54 0.00 371.86 530.00 0.00 70.00 132.50 732.50 1104.36

5 -- do -- 40.00 432.40 -60.54 0.00 371.86 874.00 0.00 70.00 218.50 1162.50 1534.36

6 -- do -- 40.00 432.40 -60.54 0.00 371.86 891.00 0.00 70.00 222.75 1183.75 1555.61

7 -- do -- 40.00 432.40 -60.54 0.00 371.86 727.00 0.00 70.00 181.75 978.75 1350.61

8 -- do -- 40.00 432.40 -60.54 0.00 371.86 593.00 0.00 70.00 148.25 811.25 1183.11

9 -- do -- 40.00 432.40 -60.54 0.00 371.86 454.00 0.00 70.00 113.50 637.50 1009.36

10 58.00 615.00 -86.10 0.00 528.90 285.00 0.00 0.00 0.00 285.00 813.90 ok11 Sand for Filling and blindage -- do -- 10.00 130.60 -18.28 0.00 112.32 210.00 0.00 0.00 0.00 210.00 322.3212 Fe-415 TMT/HYSD Bars 0.00 44400.00 0.00 0.00 0.00 44400.00 44400.0013 6mm Mild Steel Rods 0.00 43000.00 0.00 0.00 0.00 43000.00 43000.00

14 0.00 45500.00 0.00 0.00 0.00 45500.00 45500.0015 Cement 0.00 4400.00 0.00 0.00 0.00 4400.00 4400.00

Road Metal

1 kondagattu 40.00 432.40 -60.54 0.00 371.86 378.00 0.00 70.00 0.00 448.00 819.86

2 -- do -- 40.00 432.40 -60.54 0.00 371.86 378.00 0.00 70.00 94.50 542.50 914.36

3 -- do -- 40.00 432.40 -60.54 0.00 371.86 410.00 0.00 70.00 102.50 582.50 954.36

Sl. No

Source of Supply

Lead in Kms

Conve- yance

Deduct 14% C.P & O.H

Charges on Lead charges

Deduct stackin

g charge

s

Net cost of Lead per Cum

Deduct stacking charges

Blast- ing

charges

Machine crushing charges

Net Cost Material per

Cum

Total Cost of Material

per Cum (12+19)

150 mm soling stone HBG metalSS Revetment work 300mm HBG stone40 mm SS-5 HBG Metal Hand broken40 mm SS-5 HBG Metal Machnine crushed25 mm SS-5 HBG Metal Machnine crushed20 mm SS-5 HBG Metal Machnine crushed12 mm SS-5 HBG Metal Machnine crushed10 mm SS-5 HBG Metal Machnine crushed6 mm SS-5 HBG Metal Machnine crushedSand for Mortar, ceiling coat including washing screening etc complete

Pandilla vagu

Mild Steel, Structural stee i.e.,Angles, Channels & I-Sections

60 to 63 mm IRC & MoRTH HBG metal Hand broken60 to 63 mm IRC & MoRTH HBG metal Machine Crushed50 to 55 mm IRC & MoRTH HBG metal M/C

103


Description of Metal Initial cost Sl. No

Source of Supply

Lead in Kms

Conve- yance

Deduct 14% C.P & O.H

Charges on Lead charges

Deduct stackin

g charge

s

Net cost of Lead per Cum

Deduct stacking charges

Blast- ing

charges

Machine crushing charges

Net Cost Material per

Cum

Total Cost of Material

per Cum (12+19)

4 -- do -- 40.00 432.40 -60.54 0.00 371.86 530.00 0.00 70.00 132.50 732.50 1104.36

5 -- do -- 40.00 432.40 -60.54 0.00 371.86 874.00 0.00 70.00 218.50 1162.50 1534.36

6 -- do -- 40.00 432.40 -60.54 0.00 371.86 998.00 0.00 70.00 249.50 1317.50 1689.36

7 -- do -- 40.00 432.40 -60.54 0.00 371.86 727.00 0.00 70.00 181.75 978.75 1350.61

8 -- do -- 40.00 432.40 -60.54 0.00 371.86 593.00 0.00 70.00 148.25 811.25 1183.11 1123

9 -- do -- 40.00 432.40 -60.54 0.00 371.86 452.00 0.00 70.00 113.00 635.00 1006.86

10 -- do -- 40.00 432.40 -60.54 0.00 371.86 278.00 0.00 70.00 69.50 417.50 789.36

11 -- do -- 40.00 432.40 -60.54 0.00 371.86 260.00 0.00 70.00 65.00 395.00 766.8612 Gravel including stacking Local 6.00 85.80 -12.01 0.00 73.79 75.00 0.00 0.00 0.00 75.00 148.79

13 Karimnagar 78.00 785.90 0.00 0.00 785.90 8384.00 8384.00 9169.90

14 -- do -- 78.00 738.60 0.00 0.00 738.60 6027.00 6027.00 6765.6015 Hume pipes 900mm Dia., NP3 -- do -- 78.00 730.30 0.00 0.00 730.30 5310.00 5310.00 6040.3016 Hume pipes 700mm Dia., NP3 -- do -- 78.00 709.80 0.00 0.00 709.80 4226.00 4226.00 4935.8017 Hume pipes 600mm Dia., NP3 -- do -- 78.00 375.90 0.00 0.00 375.90 2506.00 2506.00 2881.90

Certified that the above leads correct and shortest route to the best of my knowledCertified that the metal quarry is of Hard Granite and blasted varietyCertified tha the above rates are as per SSR 2012-13

Superintending EngineerAsst.Exe.Engineer/Assistant Engineer Deputy Exe.Engineer Executive Engineer PR/Circle/KarimnagarPIU(PR)/korutla PIU(PR)/korutla PIU(PR)/Divn/Karimnagar

40 to 45 mm IRC & MoRTH HBG M/C metal M/C25 to 27 mm IRC & MoRTH HBG M/C metal M/C19 to 22 mm IRC & MoRTH HBG M/C metal M/C12 to 14 mm IRC & MoRTH HBG M/C metal M/C9.5 to 11.20 mm IRC & MoRTH HBG M/C metal M/C5 to 7 mm IRC & MoRTH HBG M/C metal M/C2.36 to 5 mm IRC & MoRTH HBG M/C metal M/CHBG Stone chips 2.36mm and below

Hume pipes 1200mm Dia., NP3 PEHume pipes 1000mm Dia., NP3 PE

PMGSY

COST OF BITUMEN / MT

BT to Road from Maithapoor to Cherlakondapur in Raikal mandal .For Bulk Bitumen 80/100, 60/70 & For Emulsion (Bulk): IOCL/HPCL Price List With Effect From Dt.01.11.2012

Description

Visakha Visakha Visakha Visakha Visakha

basic price 28608.00 30420.00 25,350.00 25,550.00 24,620.00

add Exicse duty @14.42% 4,125.27 4,386.56 3,655.47 3,684.31 4,677.80

Selling price 32,733.27 34,806.56 29,005.47 29,234.31 29,297.80

Add vat 5% 1,636.66 1,740.33 1,450.27 1,461.72

Lead from Depot price 34,369.94 36,546.89 30,455.74 30,696.03 29,297.80Visakha

686.00 Kms 2,058.00 2,058.00 2,058.00 2,058.00 2,058.00Lead charges for Bulk @

1.50 per KM

36,428.00 38,605.00 32,514.00 32,754.00 31,356.00

Asst.Exe.Engineer Deputy Exe.Engineer Executive Engineer Superintending Engineer

PIU(PR)/Jagtial PIU(PR)/Jagtial PIU(PR)/Divn/Karimnagar PR/Circle/Karimnagar

Bulk 80/100 Grade

Bulk 60/70 Grade

Emulsion (Bulk) RS

Emulsion (Bulk) MS

Emulsion (Bulk) SS

Summary of Cost


Length of the road = 2.247 kmqty

S.No DESCRIPTION

1 B.T Road Work =

a Jungle Clearance sqm 6291.60 =

b Earthwork widening and formation cum 10671 =

c GSB Sub base cum 1,374.61 =

d GSB Shoulders cum 562.50 =

e WBM Grade II cum 287.58 =

f WBM Grade III cum 287.58 =

g Prime Coat sqm 3,834.38 =

h Tack Coat sqm 3,834.38 =

i Open Graded Premix Carpet sqm 3,834.38 =

j Seal coat sqm 3834.38 =

k CC Road in village portion cum #REF! =

l No #REF!

m km #REF!

Road work sub total

2 Construction of Protection walls 2 =

sub total

3 VAT 4%

5 Provision for QC Charges 0.50% =

7 Add Unforeseen items =

=

sign boards, caution boards,Km,Hm stones

provision for DPR estimate preparation

Asst.. EngineerPIU(PR)/S.D/ korutla

Deputy Exe. EngineerPIU(PR)/S.D/korutla



Summary of Cost


#REF!Lakhs

Amount

17900.00

1892012.00

634724.00

259734.00

592574.00

680714.00

120860.00

42217.00

539497.00

231098.00

#REF!

#REF!

#REF!

#REF!

632393.00

#REF!

#REF!

#REF!

22470.00

#REF!


Summary of Cost


Length of the road = 2.247 km #REF!Lakhs

S.No DESCRIPTION Amount

1 B.T Road Work =

a Jungle Clearance = 17900.00

b Earthwork widening and formation = 1892012.00

c GSB Sub base = 634724.00

d GSB Shoulders = 259734.00

e WBM Grade II = 592574.00

f WBM Grade III = 680714.00

g Prime Coat = 120860.00

h Tack Coat = 42217.00

i Open Graded Premix Carpet = 539497.00

j Seal coat = 231098.00

k CC Road in village portion = #REF!

l #REF!

m #REF!

Road work sub total #REF!

2 Construction of Protection wa 2 = 632393.00

sub total #REF!

3 VAT 4% #REF!

5 Provision for QC Charges 0.50% = #REF!

7 Add Unforeseen items = 22470.00

= #REF!

sign boards, caution boards,Km,Hm stones

provision for DPR estimate preparation





Tentative Construction programme of the Road


Description of item Reach Unit Time fixed

1 2 4 3 5

1 Mobilisation, jungle clearance 0/0 - 3/542 6291.60 sqm 1

2 Earth work 0/0 - 3/542 0.00 cum 3

3 Gravel base 0/480-4/120 1374.61 cum 2

4 WBM 1st layer 0/0 - 3/542 287.58 cum 3

5 WBM 2nd layer 0/0 - 3/542 287.58 cum3

6 Shoulders 0/0 - 3/542 562.50 cum

7 BT with seal coat & CC Road 0/0 - 3/542 3834.38 sqm 2

8 Side drain & HP culvert 0/0 - 3/542 2 Nos 4

9 Finishing items 0/0 - 3/542 1

Sl. No.

Total Quantity

Asst.. EngineerPIU(PR)/S.D/ BD Pally

Deputy Exe. EngineerPIU(PR)/S.D/BD Pally



Tentative Construction programme of the Road BT to Road from Maithapoor to Cherlakondapur in Raikal mandal .

Description of item Unit Total Quantity

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

1 Mobilisation, jungle clearance sqm 6291.60

2 Earth work cum 10671.00

3 Gravel base cum 1374.61

4 WBM 1st layer cum 287.58

5 WBM 2nd layer cum 287.58

6 Shoulders cum 562.50

7 BT with seal coat sqm 3834.38

8 CD Works Nos 2

9 Finishing items No 1

Sl. No.

1st month

2nd month

3rd month

4th month

5th month

6th month

7th month

8th month

9th month

10th month

11th month

12th month

The contractor will be instructed to mibilize men, material and machinery with in week days after the concluding of agreement. The contractor will commence the work as per the work programme. The Assistant Executive Engineer should monitor the programme accordingly. In case due to some personal problem of the contractor, fails to show the rate of progress the contractor may be asked to give revised work programme without effecting agreement time.





SVPCPL

PMGSY PWD Road Konaichalam to Thidugu, Zaffergadh Mandal

Warangal Dist

A B C DLEAD CHARGES PIPES NP 3

Metal 600 800 900 1000 1200

loading 47.50 95.00unloading 14.10 14.10stacking 0.00 0.00 (58.6+70.3)/2

0 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.001 28.00 26.70 83.90 133.10 153.60 161.90 194.602 39.20 37.40 83.90 133.10 153.60 161.90 194.603 52.20 52.20 83.90 133.10 153.60 161.90 194.604 63.40 63.30 83.90 133.10 153.60 161.90 194.605 74.60 74.60 83.90 133.10 153.60 161.90 194.606 85.80 85.80 87.90 141.00 161.50 169.8 202.70

7 97.00 97.00 91.90 148.90 169.40 177.7 210.80

8 108.20 108.20 95.90 156.80 177.30 185.6 218.909 119.40 119.40 99.90 164.70 185.20 193.5 227.00

10 130.60 130.60 103.90 172.60 193.10 201.4 235.10

11 141.80 141.80 107.90 180.50 201.00 209.3 243.20

12 153.00 153.00 111.90 188.40 208.90 217.2 251.30

13 164.20 164.20 115.90 196.30 216.80 225.1 259.40

14 175.40 175.40 119.90 204.20 224.70 233.0 267.50

15 186.60 186.60 123.90 212.10 232.60 240.9 275.60

16 197.80 197.80 127.90 220.00 240.50 248.8 283.70

17 209.00 209.00 131.90 227.90 248.40 256.7 291.8018 220.20 220.20 135.90 235.80 256.30 264.6 299.90

19 231.40 231.40 139.90 243.70 264.20 272.5 308.00

20 242.60 242.60 143.90 251.60 272.10 280.4 316.10

21 253.80 253.80 147.90 259.50 280.00 288.3 324.2022 265.00 265.00 151.90 267.40 287.90 296.2 332.3023 276.20 274.30 155.90 275.30 295.80 304.1 340.4024 287.40 283.60 159.90 283.20 303.70 312.0 348.5025 298.60 292.90 163.90 291.10 311.60 319.9 356.6026 309.80 302.20 167.90 299.00 319.50 327.8 364.7027 321.00 311.50 171.90 306.90 327.40 335.7 372.8028 332.20 320.80 175.90 314.80 335.30 343.6 380.9029 343.40 330.10 179.90 322.70 343.20 351.5 389.0030 354.60 339.40 183.90 330.60 351.10 359.4 397.1031 363.90 348.70 187.90 338.50 359.00 367.3 405.20

Earth/Gravel/Sand

E. Loading and Unloading charges by Mechanical Means

SVPCPL


Warangal Dist

32 373.20 358.00 191.90 346.40 366.90 375.2 413.30

33 382.50 367.30 195.90 354.30 374.80 383.1 421.40

34 391.80 376.60 199.90 362.20 382.70 391.0 429.5035 401.10 385.90 203.90 370.10 390.60 398.9 437.60

36 410.40 395.20 207.90 378.00 398.50 406.8 445.70

37 419.70 404.50 211.90 385.90 406.40 414.7 453.80

38 429.00 413.80 215.90 393.80 414.30 422.6 461.90

39 438.30 423.10 219.90 401.70 422.20 430.5 470.00

40 447.60 432.40 223.90 409.60 430.10 438.4 478.10

41 456.90 441.70 227.90 417.50 438.00 446.3 486.20

SVPCPL


Warangal Dist

42 466.20 451.00 231.90 425.40 445.90 454.2 494.3043 475.50 460.30 235.90 433.30 453.80 462.1 502.4044 484.80 469.60 239.90 441.20 461.70 470.0 510.5045 494.10 478.90 243.90 449.10 469.60 477.9 518.6046 503.40 488.20 247.90 457.00 477.50 485.8 526.7047 512.70 497.50 251.90 464.90 485.40 493.7 534.8048 522.00 506.80 255.90 472.80 493.30 501.6 542.9049 531.30 516.10 259.90 480.70 501.20 509.5 551.0050 540.60 525.40 263.90 488.60 509.10 517.4 559.1051 549.90 534.70 267.90 496.50 517.00 525.3 567.2052 559.20 544.00 271.90 504.40 524.90 533.2 575.3053 568.50 553.30 275.90 512.30 532.80 541.1 583.4054 577.80 562.60 279.90 520.20 540.70 549.0 591.5055 587.10 571.90 283.90 528.10 548.60 556.9 599.6056 596.40 581.20 287.90 536.00 556.50 564.8 607.7057 605.70 590.50 291.90 543.90 564.40 572.7 615.8058 615.00 599.80 295.90 551.80 572.30 580.6 623.9059 624.30 609.10 299.90 559.70 580.20 588.5 632.0060 633.60 618.40 303.90 567.60 588.10 596.4 640.1061 642.90 627.70 307.90 575.50 596.00 604.3 648.2062 652.20 637.00 311.90 583.40 603.90 612.2 656.3063 661.50 646.30 315.90 591.30 611.80 620.1 664.4064 670.80 655.60 319.90 599.20 619.70 628.0 672.5065 680.10 664.90 323.90 607.10 627.60 635.9 680.6066 689.40 674.20 327.90 615.00 635.50 643.8 688.7067 698.70 683.50 331.90 622.90 643.40 651.7 696.8068 708.00 692.80 335.90 630.80 651.30 659.6 704.9069 717.30 702.10 339.90 638.70 659.20 667.5 713.0070 726.60 711.40 343.90 646.60 667.10 675.4 721.1071 735.90 720.70 347.90 654.50 675.00 683.3 729.2072 745.20 730.00 351.90 662.40 682.90 691.2 737.3073 754.50 739.30 355.90 670.30 690.80 699.1 745.4074 763.80 748.60 359.90 678.20 698.70 707.0 753.5075 773.10 757.90 363.90 686.10 706.60 714.9 761.6076 782.40 767.20 367.90 694.00 714.50 722.8 769.7077 791.70 776.50 371.90 701.90 722.40 730.7 777.8078 801.00 785.80 375.90 709.80 730.30 738.6 785.9079 810.30 795.10 379.90 717.70 738.20 746.5 794.0080 819.60 804.40 383.90 725.60 746.10 754.4 802.1081 828.90 813.70 387.90 733.50 754.00 762.3 810.2082 838.20 823.00 391.90 741.40 761.90 770.2 818.3083 847.50 832.30 395.90 749.30 769.80 778.1 826.4084 856.80 841.60 399.90 757.20 777.70 786.0 834.5085 866.10 850.90 403.90 765.10 785.60 793.9 842.6086 875.40 860.20 407.90 773.00 793.50 801.8 850.7087 884.70 869.50 411.90 780.90 801.40 809.7 858.8088 894.00 878.80 415.90 788.80 809.30 817.6 866.9089 903.30 888.10 419.90 796.70 817.20 825.5 875.00

SVPCPL


Warangal Dist

90 912.60 897.40 423.90 804.60 825.10 833.4 883.1091 921.90 906.70 427.90 812.50 833.00 841.3 891.2092 931.20 916.00 431.90 820.40 840.90 849.2 899.3093 940.50 925.30 435.90 828.30 848.80 857.1 907.40

94 949.80 934.60 439.90 836.20 856.70 865.0 915.50

95 959.10 943.90 443.90 844.10 864.60 872.9 923.60

96 968.40 953.20 447.90 852.00 872.50 880.8 931.70

97 977.70 962.50 451.90 859.90 880.40 888.7 939.8098 987.00 971.80 455.90 867.80 888.30 896.6 947.9099 996.30 981.10 459.90 875.70 896.20 904.5 956.00

100 1005.60 990.40 463.90 883.60 904.10 912.4 964.10101 1014.90 999.70 467.90 891.50 912.00 920.3 972.20102 1024.20 1009.00 471.90 899.40 919.90 928.2 980.30103 1033.50 1018.30 475.90 907.30 927.80 936.1 988.40104 1042.80 1027.60 479.90 915.20 935.70 944.0 996.50105 1052.10 1036.90 483.90 923.10 943.60 951.9 1004.60106 1061.40 1046.20 487.90 931.00 951.50 959.8 1012.70107 1070.70 1055.50 491.90 938.90 959.40 967.7 1020.80108 1080.00 1064.80 495.90 946.80 967.30 975.6 1028.90109 1089.30 1074.10 499.90 954.70 975.20 983.5 1037.00110 1098.60 1083.40 503.90 962.60 983.10 991.4 1045.10111 1107.90 1092.70 507.90 970.50 991.00 999.3 1053.20112 1117.20 1102.00 511.90 978.40 998.90 1007.2 1061.30113 1126.50 1111.30 515.90 986.30 1006.80 1015.1 1069.40114 1135.80 1120.60 519.90 994.20 1014.70 1023.0 1077.50115 1145.10 1129.90 523.90 1002.10 1022.60 1030.9 1085.60116 1154.40 1139.20 527.90 1010.00 1030.50 1038.8 1093.70117 1163.70 1148.50 531.90 1017.90 1038.40 1046.7 1101.80118 1173.00 1157.80 535.90 1025.80 1046.30 1054.6 1109.90119 1182.30 1167.10 539.90 1033.70 1054.20 1062.5 1118.00120 1191.60 1176.40 543.90 1041.60 1062.10 1070.4 1126.10121 1200.90 1185.70 547.90 1049.50 1070.00 1078.3 1134.20122 1210.20 1195.00 551.90 1057.40 1077.90 1086.2 1142.30123 1219.50 1204.30 555.90 1065.30 1085.80 1094.1 1150.40124 1228.80 1213.60 559.90 1073.20 1093.70 1102.0 1158.50125 1238.10 1222.90 563.90 1081.10 1101.60 1109.9 1166.60126 1247.40 1232.20 567.90 1089.00 1109.50 1117.8 1174.70127 1256.70 1241.50 571.90 1096.90 1117.40 1125.7 1182.80128 1266.00 1250.80 575.90 1104.80 1125.30 1133.6 1190.90129 1275.30 1260.10 579.90 1112.70 1133.20 1141.5 1199.00130 1284.60 1269.40 583.90 1120.60 1141.10 1149.4 1207.10131 1293.90 1278.70 587.90 1128.50 1149.00 1157.3 1215.20132 1303.20 1288.00 591.90 1136.40 1156.90 1165.2 1223.30133 1312.50 1297.30 595.90 1144.30 1164.80 1173.1 1231.40134 1321.80 1306.60 599.90 1152.20 1172.70 1181.0 1239.50135 1331.10 1315.90 603.90 1160.10 1180.60 1188.9 1247.60136 1340.40 1325.20 607.90 1168.00 1188.50 1196.8 1255.70137 1349.70 1334.50 611.90 1175.90 1196.40 1204.7 1263.80138 1359.00 1343.80 615.90 1183.80 1204.30 1212.6 1271.90139 1368.30 1353.10 619.90 1191.70 1212.20 1220.5 1280.00140 1377.60 1362.40 623.90 1199.60 1220.10 1228.4 1288.10141 1386.90 1371.70 627.90 1207.50 1228.00 1236.3 1296.20142 1396.20 1381.00 631.90 1215.40 1235.90 1244.2 1304.30143 1405.50 1390.30 635.90 1223.30 1243.80 1252.1 1312.40144 1414.80 1399.60 639.90 1231.20 1251.70 1260.0 1320.50145 1424.10 1408.90 643.90 1239.10 1259.60 1267.9 1328.60146 1433.40 1418.20 647.90 1247.00 1267.50 1275.8 1336.70147 1442.70 1427.50 651.90 1254.90 1275.40 1283.7 1344.80148 1452.00 1436.80 655.90 1262.80 1283.30 1291.6 1352.90

SVPCPL


Warangal Dist

149 1461.30 1446.10 659.90 1270.70 1291.20 1299.5 1361.00150 1470.60 1455.40 663.90 1278.60 1299.10 1307.4 1369.10

SVPCPL


Warangal Dist

E F GCost of Materials, Labour

Material Rates1 60 to 63 mm IRC & MoRTH HBG metal 378.00 53 I / 162 50 to 55 mm IRC & MoRTH HBG metal 410.00 52 h / 163 40 to 45 mm IRC & MoRTH HBG metal 530.00 51g / 16

1415 25 to 27 mm IRC & MoRTH HBG M/C metal 874.00 50 f / 1616 19 to 22 mm IRC & MoRTH HBG M/C metal 998.00 49 e / 1617 12 to 14 mm IRC & MoRTH HBG M/C metal 727.00 48 d / 1618 9.5 to 11.20 mm IRC & MoRTH HBG M/C metal 593.00 47 c / 1619 5 to 7 mm IRC & MoRTH HBG M/C metal 452.00 46 b / 16

20

2.36 to 5 mm IRC & MoRTH HBG M/C metal 278.00 45 33 a / 16

278.00 M 030 / 26

21

HBG Stone chips 2.36mm and below 260.00 92 b / 17

75.00 M 021 / 26

595.00 M 038 / 27

765.00 M 036 / 27

630.00 M 041 / 27

805.00 M 043 / 27

985.00 M 046 / 27

22 Gravel / quarry rubbish (spall) including stacking75.00

75.00 M-008/25 including seiginiorage 22/-

29

Sand for Mortar 285.00 93 36.a / 17

335.00 28 / 12 including seiginiorage 40/-

248.00 27 / 12 including seiginiorage 40/-

30Sand for Filling and blindage 210.00 94 36.b / 17Coarse sand for filling including seigniorage 110.00 M-004/25 including seiginiorage 40/-Coarse sand for Mortar including seigniorage 130.00 M-005/25 including seiginiorage 40/-

4 Roughstone 300mm (HBG)for revetment 147.00 9 d iv / 145 Roughstone 225mm (HBG)for revetment 128.00 8 d iii / 146 SS Revetment work 225mm 107.00 2 b I / 14

7SS Revetment work 300mm 124.00 3 b ii / 14Boulders with minimum size of 300mm for pitching 147.00 M-003 / 25 including seiginiorage 50/-

8 SS Revetment work 450mm 114.00 4 b iii / 149 Laterite for Revetment 225mm 98.00 6 d I / 14

10 Laterite for Revetment 300mm 114.00 7 d ii / 14

S.S.R sl. No./page No.

Aggregate below 5.60mm HB stone of Granite, Dolamite, Dolerite and Trap.IRC and MoRTH HBG metal

Stone crusher dust finer than 3mm with not more than 10% passing through 75 micron

63mm to 45 mm HB stone of Granite, Dolamite, Dolerite and Trap.IRC and MoRTH HBG metal (Grade II)

53mm to 22.4 mm HB stone of Granite, Dolamite, Dolerite and Trap.IRC and MoRTH HBG metal (Grade III)

11.2mm to 0.09 mm HB stone of Granite, Dolamite, Dolerite and Trap.IRC and MoRTH HBG metal

13.2mm to 5.60 mm HB stone of Granite, Dolamite, Dolerite and Trap.IRC and MoRTH HBG metal

25mm to 10 mm HB stone of Granite, Dolamite, Dolerite and Trap.IRC and MoRTH HBG metal

90 34 & 91 35 a / 17

Fine aggregate / sand (screened) including seigniorage

Fine aggregate / sand (Un-screened) including seigniorage

SVPCPL


Warangal Dist

11 Jeddy stone above 450mm to 600mm 156.00 5 c / 14

12 41.25 83,84 / 17 Average of (47.5+35)/2

13 150 mm soling stone HBG metal 86.00 78 z 2 / 17150 mm -200 quarried stone for hand broken 130.00 M-002 / 25 including seiginiorage 50/-

23 745.00 M-055 / 27 40mm HBG metal SS - 5 530.00

24 1155.00 M-054 / 27 25mm HBG metal SS - 5 874.00

25 1175.00 M-053 / 27 20mm HBG metal SS - 5 891.00

26 980.00 M-052 / 27 12mm HBG metal SS - 5 727.00

27 820.00 M-051 / 27 10mm HBG metal SS - 5 593.00

28 655.00 M-050 / 27 6mm HBG metal SS - 5 454.00

Quarry spall(Field picked metal)Av. Of rate 25mm & 40mm

Aggregates 40mm nominal size Granite, Dolamite, Dolerite and Trap inclusive of Seigniorage, Blasting, Machine crushing



Aggregates 13.2/12.5mm nominal size Granite, Dolamite, Dolerite and Trap inclusive of Seigniorage, Blasting, Machine crushing



SVPCPL


Warangal Dist

31 HYSD Steel / TMT Fe 415 44400.00

Rates as per dated: 12/10/2012

32500.0032 Mild Steel , Structral steel 45500.00 32500.0033 Cement 4400.00 3200.0034 Mild Steel 6mm 43000.00 32000.0035 Blasting charges36 Blasting charges 70.00 36 / 1537 Blasting charges for rough stone 70.0038 Seigniorage charges G.O Ms.No: 198 13/08/200939 Metal 50.33 13440 Gravel/earth 22.14 13541 Sand 40.00 13542 Labour Rates43 Mate 285.00 71. 21 / 1144 Mason Ist class 315.00 1 a / 945 Mazdoor unskilled 250.00 78 6 b / 1146 Machinery Rates47 Dozer D80 HP for spreading @ 200 cum per hour 2398.00 1 / 2848 Motor grader 3.35M Blade @50 cum/Hr 2797.00 2 / 2849 Hydralic excavator 2600.00 3 / 2850 Front end loader 1 cum capacity 1431.00 4 / 2851 Tipper 5 cum 818.30 5 / 2852 Vibratory roller 8T 2384.90 6 / 2853 smooth wheeled roller 8 Ton 920.60 7 / 2854 Water tanker 6 KL 372.00 8 / 2855 Tractor 361.00 9 / 2856 Tractor with Rotavator 367.00 10 / 2857 Tractor with ripper attachment @ 60 cum per hour 367.00 11 / 2858 Air compressor 250 cfm 402.00 12 / 2859 Wet mix plant of 60 tonne hr. capacity 1431.00 13 / 2860 Mechanical broom @ 1250 sqm/hr. 310.00 14 / 2861 Bitumen pressure distributor @1750 sqm/hr 1016.00 15 / 2862 Emulsion pressure distributor @1750 sqm/hr 748.00 16 / 2963 Hot mix plant 40 to 60 TPH 16626.00 20 / 2964 Mechanical Paver finisher 100 TPH 2664.00 22 / 2965 Hydraulic self propelled chip spreader @ 1500 sqm/hr. 2232.00 23 / 2966 Finish rolling with 6-8 tonne smooth wheeled tandem rol 1431.00 24 / 2967 Pneumatic road Roller 1116.00 25 / 2968 GSB Plant 50 Cum 991.00 28 / 2969 Generator 250 KVA 1609.00 41 / 3070 Generator set 125 KVA 148.00 41 / 3071 Generator set 35 KVA 664.00 41 / 3072 Concrete mixer 0.4/0.28 cum 370.00 36A / 3073 Tipper 5.50 cum capacity per 10 Tonnes per tkm 5.00 43 / 3074 Tipper 5 cum capacity for Soil, GSB, WMM, Hot mix 5.00 43 / 3075 Plate compactor/Power rammer 42.00 46 / 3176 Crane with Grab bucket 0.75 CuM 1878.00 33D / 2977 Crane with 3.0T 306.00 33c / 2978 Crane with 35T 688.00 33b / 29

SVPCPL


Warangal Dist

79 Dozer 80 HP for spreading @ 200 cum per hour 2398.00 40206.0080 MASON I CLASS 315.00 1 a / 981 Vibrating charges needle vibarator petrol 40mm 108.6082 Hume pipes 1200mm Dia., NP3s/s 8384.00

83 Hume pipes 1000mm Dia., NP3 6027.00



86 Hume pipes 600mm Dia., NP3 2506.0087 Cost of 1kl water 70.00 M 189 / 3488 Curing compound 95.00 15 / 1289 Super Plasticizer (conplast RP 264 or equivalent 50.00 70 / 1390 Tar felt joint filler board 20mm thick 520.00 74 / 1491 Tipper 10Tonne capacity for carriage of stone92 chips from stock pile on road side to chip93 spreader

Needle vibrator 40mm (electrical) 127.50 hr

99 Binding wire 52.00 3 / 11100 100mm dia AC pipe CL 20 224.00 / 61101 MS clamps 30.00 LQR102 Filter media for drainage to mass walls 305.00 M 012 / 26

SVPCPL


Warangal Dist

SVPCPL


Warangal Dist

30 33.f / 15

29 33.e / 15

28 33.d / 15

27 33.c / 15

26 33.b / 15

25 33.a / 15

SVPCPL


Warangal Dist

Rates as per dated: 21/06/2010

SVPCPL


Warangal Dist

at 3700 cement rate

at 33000 6mm steel rate

FORMAT 7 BT to Road from Maithapoor to Cherlakondapur in Raikal mandal .

C/o Piped Low level causeway

at chainage 0 length 0 m

Description No. Length Breadth Depth Quantity Rate Per Amount

1

RBR - FNDN - 1body walls L/W 1 x 2 0.00 1.05 1.50 0.00

wing walls 2 x 2 0.00 1.05 1.50 0.00

cross wall 1 x 4 0.00 0.90 1.50 0.00

D/S appron wall 1 x 1 0.00 0.90 1.50 0.00

Cross walls 1 x 2 0.00 0.90 1.50 0.000.00

Say 0.00 83.84 cum 0.00

2

RBR - FNDN - 2

body walls L/W 1 x 2 0.00 1.05 0.15 0.00

wing walls 2 x 2 0.00 1.05 0.15 0.00cross wall 1 x 4 0.00 0.90 0.15 0.00 D/S appron wall 1 x 1 0.00 0.90 0.15 0.00Cross walls 1 x 2 0.00 0.90 0.15 0.00

0.00 371.14 cum 0.00

3

RBR - FNDN - 4PCC grade M 15 (Design Mix ) MoRTH 12.8 A using 40mm graded metal.body walls L/W 1 x 2 0.00 1.05 0.30 0.00wing walls 2 x 2 0.00 1.05 0.30 0.00cross wall 1 4 0.00 0.90 0.30 0.00 D/S appron wall 1 x 1 0.00 0.90 0.30 0.00Cross walls 1 x 2 0.00 0.90 0.30 0.00

0.00 3,365.87 cum 0.00

4

RBR - FNDN - 4

PCC grade M 20 (Design Mix ) MoRTH 12.8 B using 40mm graded metal.

body walls L/W 1 x 2 0.00 0.90 0.90 0.00

S No

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit but excluding VAT.


Providing concrete for plain / reinforced concrete in open foundations using 40mm nominal size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 MoRD and 1500, 1700 & 2100 MoRTH.

Providing concrete for plain / reinforced concrete in open foundations using 40mm nominal size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 MoRD and 1500, 1700 & 2100 MoRTH.

Description No. Length Breadth Depth Quantity Rate Per AmountS

No

Wing walls 2 x 2 0.00 0.90 0.90 0.00

D/S appron wall 1 x 1 0.00 0.60 0.90 0.00

Cross walls 1 x 2 0.00 0.60 0.90 0.00

0.00 3,721.90 cum 0.00

5

RBR - SBST - 5

PCC grade M 20 (Design Mix ) MoRTH using 40mm graded metal.

body walls L/W 1 x 2 0.00 0.60 1.50 0.00wing walls 2 x 2 0.00 0.60 1.50 0.00cross wall 1 4 0.00 0.60 0.90 0.00

0 x 0.786 -1.10 1.20 0.60 0.00

0.00 3,721.90 cum 0.00

6

Level Portion 1 1 0.00 6.30 0.225 0.00Sloped portion 1 2 0.00 6.30 0.225 0.00D/S appron wall 1 x 1 0.00 0.90 0.225 0.00

Say 0.00 760.00 cum 0.00

7

RBR - SBST - 5

PCC grade M 20 (Design Mix ) MoRTH using 40mm graded metal.

Level Portion 1 x 1 0.00 6.30 0.150 0.00

Sloped portion 1 x 2 0.00 6.30 0.150 0.00

D/S appron wall 1 x 1 0.00 0.90 0.150 0.00

0.00Say 0.00 3,721.90 cum 0.00

8

RBR - SBST - 5RCC grade M 30 (Design Mix ) MoRTH using 20mm graded metal.Level Portion 1 x 1 0.00 7.50 0.20 0.00Sloped portion 1 x 2 0.00 7.50 0.20 0.00

Say 0.00 7,194.72 cum 0.00

9

Proving and laying Reinforced Cement Concrete Pipe NP3 in Single Row

1000 mm diameterRBR - PCVT - 3

Plain / Reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 MoRD and 1500, 1700 & 2200 MoRTH.

Deduction for Pipes portion

Rough stone dry packing for appron using 225mm size rough stone including Over head charges ,Contractors profit @ 12.50%



Providing andlaying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Technical Specification Clause 1106 MoRD

Description No. Length Breadth Depth Quantity Rate Per AmountS

No

4 x 3 0.00 0.00Say 0.00 6,384.64 cum 0.00

0.00





FORMAT 7


CULVERT -1 V OF 1000 MM DIA

at chainage 1/775 Nos 1SNo Description No. Length Breadth Depth Quantity Rate Per

1

Body Wall U/S 1 x ### 5.00 1.40 1.50 10.50Body Wall D/S 1 x ### 5.00 1.40 1.50 10.50Under Pipe portion 1 x ### 5.40 1.40 1.20 9.07

30.07 83.84 cum

2

Sand fillingBody Wall U/S 1 x ### 5.00 1.40 0.10 0.70Body Wall D/S 1 x ### 5.00 1.40 0.10 0.70Under Pipe portion 1 ### 5.40 1.40 0.10 1.40

2.80 371.14 cum

3

Body Walls 1 x ### 5.00 1.40 0.30 4.20Under Pipes 1 x ### 5.40 1.40 0.20 1.51

5.71 3,510.97 cum

4

1 x ### 5.00 1.00 10.50

1 x ### 5.00 0.95 7.13

1 x ### 5.00 0.45 2.25




Providing concrete for reinforced concrete M 20 grade (Design Mix) in open foundations using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT.

Body Walls upto sill level

(1.20+0.90)/2

Body walls pipes portion

(0.90+0.6)/2

Above pipes portion

(0.60+0.4)/2

Parapets 1 x ### 5.00 0.40 0.45 1.80

2 x ### -0.95 0.95 -1.06

Say 20.62 4,742.65 cum

5

1 x ### 2.50 7.50

Say 7.50 6,384.64 Rmt

6

2.00 2.00 0.2252.83

1 x### 3.90 0.2252.63

--do-- D/s Addl 1 x### 5.00 0.60 0.225 1.50

6.96 1116.27 cumsub-total

Number of Vents= 1 Nos

TOTAL

Deduct pipes portion

(0.9+0.6)/2

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding VAT.

1000 MM PIPES1 ROW

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH

Triangular portion of embankment for Revetment

1x4x22/7/4

Flooring for U/s + D/s

5.0+1.0/ 2

Assistant EngineerPIU/Bheemadevarapally

Dy Executive EngineerPIU/SD/

Bheemadevarapally

Executive EngineerPIU/Divn/Karimnagar

Superintending Engineer P.R / Circle / Karimnagar


Amount

2521.00

1039.00

20048.00

97793.00

47885.00

7769.00177,055.00

177,055.00

177,055.00




Description of item Unit Qty Rate

1 2 3 4 5 6

13 Excavation for Structures

Excavation of structures:

Ordinary soilMechanical Means

i Upto 3 m depthUnit = cumTaking output = 240 cum

Mate day 0.00 285.00Mazdoor (Unskilled) day 8.32 250.00b) MachineryHydraulic Excavator 1 cum bucket capacity hour 6.00 2600.00

c) MaterialSeiginorage Charges for earth cum 240.00 22.00

Overheads & Contractors Profit @18%Cost for 240 cum = a+b+c+dDeduct 5% VAT

Rate per cum = /240

NOTE:

ii 3 m to 6 m depthMechanical Means

Unit = cum


a) Labour

Mate day 0.00 285.00Mazdoor (Unskilled) day 8.32 250.00b) Machinery

Hydraulic excavator 1.0 cum bucket capacity hour 6.00 2600.00c) Material

Seiginorage Charges for earth cum 240.00 22.00

Overheads & Contractors Profit @18%

S. No.

Index Code

RBR-FNDN-1


Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H

a) Labour

Note : 1. Cost of dewatering upto 5% of a+b may be added, where required, up to 10 per cent of labour cost. Assessment for dewatering shall be made as per site conditions.


1 2 3 4 5 6

S. No.

Index Code

Deduct5% VATCost for 210 cum = a+b+c+d

Rate per cum = (a+b+c+d)/210


1 2 3 4 5 6

S. No.

Index Code

14

Sand fillingUnit = cum

Mate day 0.00 285.00Mazdoor (Unskilled) day 0.31 250.00b) MaterialSand cum 1.00 322.32

Overheads & Contractors Profit @18%Deduct 5% VAT

Rate per cum = a+b+c+d

15

P.C.C grade M 10Nominal mix 1:3:6Unit = cum(a) MaterialCement t 0.22 4,400.00

Coarse sand cum 0.45 813.90

40 mm aggregate cum 0.90 1,104.36

Water kl 1.20 70.00(b) Labour Mate day 0 285.00Mason (1st Class) day 0.10 315.00Mazdoor (Unskilled) day 1.39 250.00(c) Machinery

hour 0.40 370.00

Water tanker 6 kl capacity hour 0.13 372.00

4.00%


Note : Cost of dewatering upto 5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions.

2. Cost of shoring and shuttering, where needed, may be taken @ 10 per cent on cost of excavation for open foundation.

RBR-FNDN-2


a) Labour

RBR-FNDN-4


Mechanical concrete mixer 0.4/0.28 cum capacity fitted with water measuring device and preferably also with load cell.

(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)


1 2 3 4 5 6

S. No.

Index Code

Rate per cum = a+b+c+d+e+f


1 2 3 4 5 6

S. No.

Index Code

16

Unit = mTaking output = 7.5 m (3 pipes of 2.5 m length each)

i) 1000 mm dia

Mate day 0.00 285.00

Mason (1st Class) day 0.25 315.00

Mazdoor (Unskilled) day 2.09 250.00

rm

b) MaterialSand at site cum 0.04 813.90

Cement at site t 0.03 4,400.00

RCC pipe NP3 pipe including collar at site m 7.50 6765.60

RCC pipe NP3 collar at site nos 2.00 866.00

Overheads & Contractors Profit @ 18%Deduct 5% VAT

Cost for 7.5 m = a+b+c+dRate per m = (a+b+c+d)/7.5

ii) 700 mm dia

Mate day 0.00 285.00



rm

b) MaterialSand at site cum 0.024 813.90






iii) 600 mm dia

Mate day 0.00 285.00



RBR-PCVT-3

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design.


a) Labour

Laying & fixing of Pipes with colors in position including lifting, aligning etc.,

a) Labour


a) Labour


1 2 3 4 5 6

S. No.

Index Code

rm

Deduct 20% for 600 mm dia pipesb) Material

Sand at site cum 0.024 813.90








1 2 3 4 5 6

S. No.

Index Code

17

Unit = t(a) Material

t 1.0544,400.00

Binding wire kg 6.00 52.00

Mate day 0.00 285.00Blacksmith day 2.00 315.00Mazdoor (Unskilled) day 6.40 250.00

Overheads & Contractors Profit @ 18%

Deduct 5% VAT

Rate per t = a+b+c+d

18

CASE I : Using Concrete Mixer Unit = cum(a) MaterialCement t 0.347 4,400.00Coarse sand cum 0.45 813.9020 mm aggregate cum 0.54 1,555.6110 mm aggregate cum 0.36 1,183.11

water for concrete and for curing Kl 1.20 70.00

(b) Labour Mate day 0.00 285.00

Mason (1st Class) day 0.10 315.00Mazdoor (Unskilled) day 1.39 250.00(c) Machinery

Concrete mixer 0.4/0.28 cum capacity 0.40 370.00

Generator 33 KVA hour 0.40 664.00

(d) Formwork @ 4% on (a+b+c) 4.00%

RBR-FNDN-7

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding VAT.

HYSD bars including 5 per cent for overlaps and wastage

(b) Labour for cutting, bending, shifting to site, tying and placing in position

RBR-FNDN-4

Providing concrete for reinforced concrete M 20 grade (Design Mix) in open foundations using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT.

R.C.C grade M 20 (Design Mix) using 20 mm Graded Metal (MORTH)

hr / cum


1 2 3 4 5 6

S. No.

Index Code

Overheads & Contractors Profit @ 18%Deduct5% VAT



1 2 3 4 5 6

S. No.

Index Code

19

For height upto 5 m

Unit = cum

P.C.C grade M 15

Nominal mix (1:2.5:5) using CC Mixer (MORD)Unit = cum(a) MaterialCement t 0.275 4,400.00Coarse sand cum 0.480 813.9040 mm aggregate cum 0.480 1,104.3620 mm aggregate cum 0.240 1,555.6110 mm aggregate cum 0.080 1,183.11




Mazdoor (Unskilled) day 1.390 250.00(c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.400 370.00Generator 33 KVA hour 0.40 664.00

10.00%

Deduct 5% VAT


20


HYSD bars including 5 per cent overlaps and wastage t 1.050 44,400.00


RBR-SBST-5


Note : Water for concrete : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing purpose) keeping the site conditions

Coarse Aggregate : Single grade nominal size can also be used instead of graded metal, keeping the site conditions in view

(d) Formwork @ 10% on cost of material, labour and machinery (a+b+c)

RBR-SBST-6

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding VAT.

(b) Labour for cutting, bending, shifting to site, tying, and placing in position


1 2 3 4 5 6

S. No.

Index Code

Mate day 0.000 285.00Blacksmith day 2.000 315.00Mazdoor (Unskilled) day 6.840 250.00




1 2 3 4 5 6

S. No.

Index Code

21

R.C.C. grade M 25 (Design Mix)Unit = cumHeight upto 5mCase I : Using concrete Mixer (a) MaterialCement t 0.403 4,400.00Coarse sand cum 0.450 813.9020 mm aggregate cum 0.540 1,555.6110 mm aggregate cum 0.360 1,183.11water for concrete and for curing Kl 1.20 70.00

(b) Labour Mate day 0.00 285.00Mason (1st Class) day 0.10 315.00Mazdoor (Unskilled) day 1.39 250.00(c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 370.00Generator 33 KVA hour 0.40 664.00Vibrator hour

(d) Formwork @ 10% on (a+b+c) 10.00%


Deduct 5% VAT


22

R.C.C. grade M 25 (Design Mix)Height 5m to 10mCase I : Using concrete Mixer

cum 1 4282.01

d) formwork

11.80%

1.80%


RBR-SBST-5

Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT upto 5m height.

RBR-SBST-5

Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT 5 to 10m height.

Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) of Item VI (i) Case I excluding of Formwork

Add on cost of material, labour and machinery (a+b+c) for Formwork

Add on cost of material, Labour and machinery excluding formwork to cater for extra lift


1 2 3 4 5 6

S. No.

Index Code

Rate perm (a+b+c+d+e+f)


1 2 3 4 5 6

S. No.

Index Code

23


HYSD bars including 5 per cent for laps and wastage t 1.05 44,400.00


Mate day 0.00 285.00

Blacksmith/ Rod Binder day 3.00 315.00



Deduct 5% VAT


24

R.C.C M 25 Grade (Design Mix)Unit =cum(i) Height upto 5mCase I : Using Concrete Mixer.(a) MaterialCement t 0.40 4,400.00Coarse sand cum 0.45 813.9020 mm aggregate cum 0.54 1,555.6110 mm aggregate cum 0.36 1,183.11water for concrete and for curing Kl 1.20 70.00

(b) Labour Mate day 0.00 285.00Mason (1st Class) day 0.10 315.00Mazdoor (Unskilled) day 1.39 250.00c) MachineryConcrete mixer 0.4/0.28 cum capacity 0.40 370.00Generator 33 KVA hour 0.40 664.00

d) Formwork and staging of (a+b+c) 20.00%

Overheads & Contractors Profit @18%Deduct 5% VATRate per cum = a+b+c+d+e+f

RBR-SPST-2

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding VAT.

(b) Labour for cutting, bending, tying and placing in position

RBR-SPST-1

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including overhead charges & Contractors profit but excluding VAT upto 5m height.

hour/cum

d) For formwork and staging refer to sub-item I (B) case I above


1 2 3 4 5 6

S. No.

Index Code

25

R.C.C M 25 Grade (Design Mix)Unit =cumHeight 5m to 10mCase I : Using Concrete Mixer.(a) MaterialCement t 0.40 4,400.00Coarse sand cum 0.45 813.9020 mm aggregate cum 0.54 1,555.6110 mm aggregate cum 0.36 1,183.11water for concrete and for curing Kl 1.20 70.00

(b) Labour Mate day 0.00 285.00Mason (1st Class) day 0.10 315.00Mazdoor (Unskilled) day 1.39 250.00c) MachineryConcrete mixer 0.4/0.28 cum capacity 0.40 370.00Generator 33 KVA hour 0.40 664.00

d) Formwork and staging of (a+b+c) 25.00%

Overheads & Contractors Profit @18%Deduct 5% VATRate per cum = a+b+c+d+e+f

26

Unit = cum(a) MaterialCement t 0.407 4,400.00Sand cum 0.45 813.9020 mm aggregate cum 0.54 1,555.6110 mm aggregate cum 0.36 1,183.11

t 0.075 50091.00





RBR-SPST-1

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including overhead charges & Contractors profit but excluding VAT 5 to 10m height.

hour/cum

d) For formwork and staging refer to sub-item I (B) case I above

RBR-SPST-5

Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH ,including overhead charges & Contractors profit but excluding cost of steel and VAT.

HYSD bar reinforcement including binding wire (Rate as per item 13.2) except OH & CP


1 2 3 4 5 6

S. No.

Index Code

day 0.15 250.00

c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 370.00Generator 33 KVA. hour 0.40 664.00

(d) Formwork @ 3% of cost of concrete 3.00%



27

Unit = Running mTaking output = 4x12 m Span = 48 m(a) M 25 grade R.C.C.No. of vertical posts = (6+1) 4 = 28 nos

Hand rail in 3 tiers = 3x48 = 144 mCross-sectional area = 0.17x0.175 = 0.03 sqmConcrete in hand rails = 0.03 x 144 = 4.32 cumTotal concrete = 1.932+4.32 = 6.252 cum cum 6.252 4686.65

(b) HYSD bar reinforcement (Rate as per item 13.2) t 1.36 50091.00


Cost for 48 m = (a+b+c+d)

Rate per m = (a+b+c+d)/48Sub Analysis for Rate of Concrete(a) MaterialCement t 0.40 4,400.00Coarse sand cum 0.45 813.9020 mm aggregate cum 0.54 1,555.6110 mm aggregate cum 0.36 1,183.11




Mazdoor (Unskilled) day 2.09 250.00c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 370.00

Formwork @ 12% 12.00%

Mazdoor (Unskilled) for cleaning deck slab concrete surface

RBR-SPST-7

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 & 10 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD ,including overhead charges & Contractors profit but excluding cost of steel and VAT.

Cross-sectional area of vertical post = 0.25x0.275 = 0.069 sqmConcrete in vertical posts = 0.069x28x1.00 = 1.932 cum


1 2 3 4 5 6

S. No.

Index Code

Total (a+b+c+d)


1 2 3 4 5 6

S. No.

Index Code

28

Unit = cum(a) MaterialCement t 0.275 4,400.00Coarse sand cum 0.48 813.9040 mm aggregate cum 0.54 1,104.3620 mm aggregate cum 0.27 1,555.6110 mm aggregate cum 0.09 1,183.11



Mason (1st Class0 day 0.10 315.00

Mazdoor (Unskilled) day 1.39 250.00c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 370.00Generator 33 KVA. hour 0.40 664.00



RBR-SPST-12

P.C.C. M 15 ordinary grade (1:2.5:5) using 40,20 & 10mm metal mechanically mixed leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH ,including overhead charges & Contractors profit but excluding VAT.

Nominal mix (1:2.5:5) / PCC M 15 using Concrete Mixture


1 2 3 4 5 6

S. No.

Index Code

29

Unit = cum(a) MaterialReinforced cement concrete M 25 gradeCement t 0.403 4,400.00Coarse sand cum 0.45 813.9020 mm aggregate cum 0.54 1,555.6110 mm aggregate cum 0.36 1,183.11


(b) Labour Mate day 0 285.00


Mazdoor (Unskilled) day 1.39 250.00Bhisti day(c) Machinery

Concrete mixer 0.4/0.28 cum capacity 0.4 370.00

(d) Formwork @ 2.00% on (a+b+c) 2.00%


Rate per cum = (a)

Ordinary soil

Manual Means

Upto 3 m depth

Unit = cum


Mate day -


b&c) Overheads & Contractors Profit excl vatt4% 0.14

Cost for 10 cum = a+b+c

Rate per cum = (a+b+c)/10

RBR-SPST-13

Reinforced Cement Concrete M 25 grade approach slab using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1211 MORD / 1500, 1600, 1700 & 2704 MORTH ,including overhead charges & Contractors profit but excluding VAT.

hr / cum

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H

a) Labour


1 2 3 4 5 6

S. No.

Index Code

Unit = cum

(a) Material

Stone boulder (25 kg / 40 Kg minimum) cum 1.00 565.86

Stone spalls cum 0.20 527.86

(b) Labour

Mate day

Mason 1st Class day 0.35 315.00


c&d) Overheads & Contractors Profit 0.14

Rate per cum = a+b+c+d

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH

Note : 1. Nominal excavation required for preparation of bed has been taken into account while making provisions for labour.


Deputy Exe. EngineerPIU(PR)/S.D/BDPally

Executive EngineerPIU(PR)/Divn/BD Pally




Amount

7

0.002080.00

15600.00

5280.0022960.00

4132.8027092.80-1354.6425738.16

107.24

0.002080.00

15600.00

5280.0022960.00

4132.80

Amount

7

-1148.0025944.80

123.55

Amount

7

0.0077.50

322.32399.82

71.97-19.99451.80

968.00366.26993.93

84.00

0.0031.50

347.50

148.00

48.362987.55

119.50

3107.05559.27

-155.35

Amount

7

3510.97

Amount

7

0.0078.75

522.50

32.56132.00

50742.001732.00

53239.819583.17

-2661.9960160.99

8021.47

0.0047.25

312.50

19.5379.20

37018.50932.00

38408.986913.62

-1920.4543402.15

5786.95

0.0047.25

312.50

Amount

7

359.75

-71.95

19.5379.20

21614.25698.00

23058.534150.54

-1152.9326056.14

3474.15

Amount

7

46620.00

312.00

0.00630.00

1600.0049162.008849.16

-2458.1055553.06

1526.80366.26840.03425.92

84.00

0.0031.50

347.50

148.00

265.604035.61

161.42

4197.03

Amount

7

755.47-209.854742.65

Amount

7

1210.00390.67530.09373.35

94.65

84.00

0.0031.50

347.50

148.00265.60

3475.36

347.54

3822.90688.12

-191.154319.87

46620.00

312.00

Amount

7

0.00630.00

1710.0049272.00

8868.96-2463.60

55677.36

Amount

7

1773.20366.26840.03425.92

84.00

0.0031.50

347.50

148.00265.60

4282.01428.20

4710.21

847.84

-235.51

5322.54

4282.01

505.28

9.10

4796.39863.35

-239.82

Amount

7

5419.92

Amount

7

46620.00

416.00

0.00

945.00

2110.0050091.00

9016.38

-2504.55

56602.83

1760.00366.26840.03425.92

84.00

0.0031.50

347.50

148.00265.60

4268.81

853.765122.57

922.06-256.135788.50

Amount

7

1760.00366.26840.03425.92

84.00

0.0031.50

347.50

148.00265.60

4268.81

1067.205336.01

960.48-266.806029.69

1790.80366.26840.03425.92

3756.83

84.00

0.0031.50

347.50

Amount

7

37.50

148.00265.60

8093.94242.82

8336.761500.62-416.849420.54

29300.94

68123.76

97424.70

17536.45-4871.24

110089.912293.54

1760.00366.26840.03425.92

84.00

0.0037.80

522.50

148.004184.51

502.14

Amount

7

4686.65

Amount

7

1210.00390.67596.36420.02106.48

84.00

0.0031.50

347.50

148.00265.60

3600.13648.02

-180.014068.14

Amount

7

1773.20366.26840.03425.92

84.00

0.0031.50

347.50

148.00

4016.41

80.334096.74

737.41-204.844629.31

910.00

127.40

1037.40

103.74

Amount

7

565.86

105.57

0.00

0.00

110.25

197.50

137.09

1116.27


COST OF CD WORKS


Construction of CD works

S.No Name of the CD work chainage Quantity

1 1 vent 1000 mm dia pipe culvert 1/775 1 Nos

2 2 vent 1000 mm dia pipe culvert 0 0 Nos

3 1 vent 800 mm dia pipe culvert 0 0 Nos

4 c/o side drains 0 0

5 c/0 protection walls for road 0/050 1 Nos

6 c/0 causeways 0 0 m

Total 2 Nos

Asst.. EngineerPIU(PR)/S.D/korutla



COST OF CD WORKS


Rate Per Amount

177055.00 1 No 177055.00

296,704.00 1 No 0.00

194327.00 1 No 0.00

0.00 0.00

455338.00 1 No 455338.00

0.00 1 NO 0.00

632393.00



SUB ESTIMATE III

Name of Work : -

Sub Estimate : - C/o 1V 800mm dia NP3 Class Pipe Culvert at Km

at chainage 0 Nos

Est Cost Rs. 1.943

Description of Work Nos L B D Qty Rate / Per

1 2 3 4 5 6 7 8

1

Body walls 1 x 2 5.00 1.50 1.80 27.00

Bedding for pipes 1 x 1 4.80 1.50 0.30 2.16

1 x 1 3.90 0.30 3.51

--do-- D/s Addl 1 x 1 5.00 0.60 0.30 0.90

33.57 107.24

Cum

2

Head Walls foundation bed 1 x 2 5.00 1.50 0.30 4.50


7.20 3510.97

Cum

3


S. No


Apron flooring D/s + U/s 1.5 + 2.4 = 3.90 m

5.0+1.0 2


Providing concrete for reinforced concrete M 20 grade (Design Mix) in open foundations using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit

Head Walls slopped 1 x 2 5.30 2.40 22.90

Head Walls parapet 1 x 2 5.30 0.40 0.60 2.54

Deductions :

800mm dia 1 vent 1.00 1.00 0.75 -1.18

24.26 4742.65

Cum

4

700mm dia pipes 1 x 3 2.50 - - 7.50 5786.95Rmt

5

2.00 2.00 0.225 2.83 1116.27

Cum

6

Flooring for U/s + D/s 1 x 1 3.90 0.225 2.63

--do-- D/s Addl 1 x 1 5.00 0.60 0.225 0.68

3.31 1116.27

Cum

7 LS for other U/s items of works LS

No of Culverts 1 x 0 = 0 Total

1.40 + 0.40 2

1x2x22/7/4


Providing & laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no fragment weighing not less than 25 kg, laid dry complete as per drawing and Technical Specification Clause 1301 (For Revetment) incl


1x4x22/7/4

Providing and laying pitching with boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications clause 1302 (For Apron) including all over heads, contractors profit and seignorage charges complete excluding 4% VAT

5.0+1.0 2

Assistant Executive Engineer Deputy Executive EngineerPRSD Eturnagaram PR SD Eturnagaram

Executive Engineer Superinteding EngineerPR Mulugu PR Circle, Warangal

SUB ESTIMATE IIIFormat -7

C/o 1V 800mm dia NP3 Class Pipe Culvert at Km

0

lakhs

Rate / Per Amount

9 10

1.00 3600.00

/Cum

1.00 25279.00

/Cum

BT to Road from Maithapoor to Cherlakondapur in Raikal

1.00 115057.00

/Cum

1.00 43402.00/Rmt

1.00 3159.00

/Cum

1.00 3695.00

/Cum

135.00

Rs. 194327.00

Deputy Executive EngineerPR SD Eturnagaram

Superinteding EngineerPR Circle, Warangal

SUB ESTIMATE I

Name of Work : -

Sub Estimate : - C/o 2V 1000mm dia NP3 Class Pipe Culvert at

ch 0 No

Est Cost Rs. 2.967

Description of Work Nos L B D Qty Rate / Per

1 2 3 4 5 6 7 8

1

Body walls 1 x 2 6.50 1.50 1.80 35.10


1 x 1 3.90 0.30 3.51

--do-- D/s Addl 1 x 1 5.00 0.60 0.30 0.90

44.55 107.24

Cum

2

Head Walls foundation bed 1 x 2 6.50 1.50 0.30 5.85


10.80 3510.97

Cum


S. No


Apron flooring D/s + U/s 1.5 + 2.4 = 3.90 m

5.0+1.0 2


3

Head Walls slopped 1 x 2 6.50 2.40 28.08

Head Walls parapet 1 x 2 6.50 0.40 0.60 3.12

Deductions :

1000mm dia 2 vent 1.20 1.20 1.00 -4.53

26.67 4742.65

Cum

4

1000mm dia pipes 2 x 3 2.50 - - 15.00 8021.47Rmt

5

2.00 2.00 0.225 2.83 1116.27

Cum

6

Flooring for U/s + D/s 1 x 1 3.90 0.225 2.63

--do-- D/s Addl 1 x 1 5.00 0.60 0.225 0.68

3.31 1116.27

Cum

7 LS for other U/s items of works LS

Providing concrete for reinforced concrete M 20 grade (Design Mix) in open foundations using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit

1.40 + 0.40 2

1x4x22/7/4


Providing & laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no fragment weighing not less than 25 kg, laid dry complete as per drawing and Technical Specification Clause 1301 (For Revetment) incl


1x4x22/7/4

Providing and laying pitching with boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications clause 1302 (For Apron) including all over heads, contractors profit and seignorage charges complete excluding 4% VAT

5.0+1.0 2

No of Culverts 1 x 0 = 0.00 Total

Assistant Executive Engineer Deputy Executive EngineerPRSD Eturnagaram PR SD Eturnagaram

Executive Engineer Superinteding EngineerPR Mulugu PR Circle, Warangal

SUB ESTIMATE IFormat -7

C/o 2V 1000mm dia NP3 Class Pipe Culvert at

0

lakhs

Rate / Per Amount

9 10

1.00 4778.00

/Cum

1.00 37918.00

/Cum

BT to Road from Maithapoor to Cherlakondapur in Raikal

1.00 126486.00 19.57

/Cum 228.72

1.00 120322.00/Rmt

1.00 3159.00

/Cum

1.00 3695.00

/Cum

346.00

Rs. 296704.00

Deputy Executive EngineerPR SD Eturnagaram

Superinteding EngineerPR Circle, Warangal

SUB ESTIMATE - 5


C/o protection wall to the road side from

at chainage 0/050 length 15 m



Quantity Rate PerL B D

1 2 3 4 5 6 7 8 9

1

0/050 ### x 1 15.00 1.40 1.00 21.00 107.24 cum

2

0/050 ### x 1 15.00 1.40 0.10 2.10 451.80 cum

3


0/050 ### x 1 15.00 1.40 0.15 3.15 4319.87 cum

4

P.C.C grade M 20

Sl. no.






0/050 ### x 2 15.00 (1.00+0.60)/2 ### 36.00 4319.87 cum

5

0/050 ### x 1 15.00 0.60 ### 0.67 cum

6

for slabs over drain ### x 0 7.50 1.10 ### 0.00 9420.54 cum

7

5.00 56602.83 tonne

Total:




for nominal reinforecment in wall





SUB ESTIMATE - 5


C/o protection wall to the road side from

No 1

Amount

10

2252.00

949.00

13608.00

155515.00

0.00

0.00

283014.00

455338.00

0.00

455338.00


SUB ESTIMATE - 5


C/o Side drain in village portion from

at chainage 0 length 0



Quantity Rate Per AmountL B D

1 2 3 4 5 6 7 8 9 10

1

0.00### x 1 0.00 1.40 1.00 0.00 107.24 cum 0.00

2

0.00### x 1 0.00 1.40 0.10 0.00 451.80 cum 0.00

3


0.00### x 1 0.00 1.40 0.15 0.00 4319.87 cum 0.00

4

P.C.C grade M 20

0.00### x 2 0.00(0.3+0.25)/20.750 0.00 4319.87 cum 0.00

5

Sl. no.







0.00### x 1 0.00 0.45 0.075 0.00 4319.87 cum 0.00

6

for slabs over drain ### x 0 7.50 1.10 0.200 0.00 9420.54 cum 0.00

7

for slabs 0.00 56602.83 cum 0.00

0.00

0.00

Total: 0.00







KEY MAP


R

&

B

RO

AD

Allerugudem village

4/120

0/0

P R O P O S E D R O A D Existing Gravel Road0/0

Govt.HospitalGovt. Junior college

Z.P High SchoolMarket Yard

Mandal Head quarter

Raghunadha Palem Village

BARLAGUDEM VILLAGE - 146

" X " ROADS





TYPICAL CROSS SECTION OF THE ROAD


For chainage of 0/0 to 2/750 and 3/025 to 3/542

Proposed WBM Grade -III 75 mm thick

Proposed WBM Grade -II 75 mm thick

praposed gravel GSB of 150mm thick

3.5% camber Proposed Gravel sholders of 150 mm thick1.875 M 1.875 M

2H:1V 2H:1V

Prop.widening of embankment

EXISTING PROPOSED

Gravel BT

WBM WBM

GSB

Gravel Shoulders

7.5 M

3.75M3.75M

EXISTING EARTH WORK

7.5 M

3.75M

EXISTING EARTH WORK





TYPICAL CROSS SECTION OF THE ROAD


For chainage of 3/025 to 3/025 village portion

Proposed CC Road 200mm thick

Proposed GSB 150mm thick

2.0% camber Proposed Gravel sholders of 170 mm thick1.875m 1.875m

2H:1V

2H:1V Prop.formation and widening of embankment

EXISTING PROPOSED

Gravel CC

WBM WBM

GSB

Gravel Shoulders

7.5 M

3.75M3.75M

EXISTING EARTH WORK

7.50M

3.75M3.75M

EXISTING EARTH WORK






6.00m6.00m

12.00m

Proposed (1:3:6) - 150mm thick over

Road damProposed 200mm

thick (1:2:4)

Proposed (1:3:6) - 15cm Over pipes

Rough stone dry packing 225mm thick

Proposed Body Walls

Proposed Cut off Walls Proposed (1:3:6) -

15cm under pipes





17.4 MAINTENANCE COST FOR 5 YEARS


Length of the road 2.247 km

s.no Description Length of the road Percentage About per KM Amount in Rs

1 2 3 4 5 6

1 Provision for 1st year 2.247 5% 7500.00 16852.50

2 Provision for 2nd year 2.247 10% 15000.00 33705.00

3 Provision for 3rd year 2.247 15% 22500.00 50557.50

4 Provision for 4th year 2.247 30% 45000.00 101115.00

5 Provision for 5th year 2.247 40% 60000.00 134820.00

TOTAL 2.247 150000.00 337050.00

Reneual coat at the end of 5 th year 2.247 500000.00 1123500.00

TOTAL 1460550.00

Assistant EngineerPIU/Bheemadevarapally

Dy Executive EngineerPIU/SD/Bheemadevarapally

Executive EngineerPIU/Divn/Karimnagar


CONTENTS


Format - F1 : Summary Sheet

Format - F2 A : Pavement Layers

Format - F2 B : Cross Drainage Structures

Format - F4 : Details of Existing Roads for Upgradation

Format - F4 A : Association of Routes

Format - F5 : Typical Cross Sections

Format - F6 : Detailed Estimate for Pavement

Format - F7 : Detailed Estimate for CD works

Format - F8 : Rate Analysis

Format - F9 A : Certificate of Ground Verification from Executive

Format - F9 B : List of DPRs verified on Ground


Construction of 1000 mm dia 1V RCC pipe culvert at

7.50

0.4

0.45

0.450.40 Gravel filling

2.400Bed level

1.20 1000 mm dia NP 3 class pipes

1.30 1.20

CC (1:3:6) 200 mm thick

VCC (1:3:6)

1.20

CCC (1:3:6) 0.30

1.40

Asst. Executive Engineer Dy. Executive Engineer Executive Engineer Superintending Engineer

PIU(PR)/SD/BD Pally PIU(PR)/SD/BD Pally PIU(PR)/Divn/Karimnagar PR/Circle/Karimnagar

godavari river sand quarry

metal quary

kondagattu

QUARRY MAP

name of the work: road from Mogilpet to mallapur

mogilpet

metpally

korutla

jagtial

nizamabad road

mallapur

khanapur road

dharmapuri

rayapatnam

gravel quarry

GOVERNMENT OF ANDHRA PRADESHPANCHAYATI RAJ ENGINEERING DEPARTMENTKARIMNAGAR DISTRICT

MAINTENANCE OF RURAL ROADS GRANT

Name of work :

Grant : MRR

Package No :

Estimate Cost : Rs. 60.00 Lakhs District : karimnagar

Road length 2.25 KM

Division : karimnagar

Sub-Division : Raikal

Mandal : MALLAPUR


Compatibility Report for maintenance estimate for roads 2010.xlsRun on 12/27/2010 10:21

Minor loss of fidelity # of occurrences

38

The following features in this workbook are not supported by earlier versions of Excel. These features may be lost or degraded when you save this workbook in an earlier file format.

Some formulas in this workbook are linked to other workbooks that are closed. When these formulas are recalculated in earlier versions of Excel without opening the linked workbooks, characters beyond the 255-character limit cannot be returned.

'spe ok'!A5'spe ok'!B17

'Road data CE OFF OKK'!F269:F271



'Road data CE OFF OKK'!F295

'causeway '!J15'causeway '!J24'causeway '!J34'causeway '!J43'causeway '!J52'causeway '!J65'causeway '!J74'causeway '!J81'causeway '!J88

'1VXpipe culvert 1000mm'!J11



'1v 800mm dia'!B38

'1v 800mm dia'!B42

'1v 800mm dia'!B56:B57

'1v 800mm dia'!J56:J57

'1v 800mm dia'!B62:B63

'2v 1000 culvert'!B38

'2v 1000 culvert'!B42

'2v 1000 culvert'!B56:B57

'2v 1000 culvert'!J56:J57

'2v 1000 culvert'!B62:B63


500Defined Names

Compatibility Report for Rajeshvaraopet.xlsRun on 12/28/2010 12:46

Minor loss of fidelity # of occurrences

The following features in this workbook are not supported by earlier versions of Excel. These features may be lost or degraded when you save this workbook in an earlier file format.


500Defined Names

Model Road Estimate 1

Documents

Transcript of Model Road Estimate 1