Panchayat Raj Engineering Department Tender

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Panchayat Raj Engineering Department Tender

Works
Civil And Construction
Water Storage And Supply
Opening Date22 Feb 2025
Closing Date10 Mar 2025
Tender Amount₹ 1,66,75,860 
Notes
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Costs

Summary

Providing Underground Drainage System From Yanadi Colony To Thummalagunta Of Thummalagunta Gp (4.933 Kms Including House Connections)

Description

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Providing bedding with sand as per specification and drawing including cost and conveyance of materials to site with all leads, lifts including watering, tamping, ramming, labour charges, all other incidental and operational charges etc., complete as per detailed specification and directed by the Engineer - in - Charge (as per SSR 14-15- Amendment) As per Proc. No. 20938/SOR/DCE(B)/EE(B)/DEE(B)/AEE/2019 dated: 14-05-2019 for filling pipe line trench bedding

510

473

241332

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Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes 100mm dia DWC SN8 Pipe ( House service connections)

1650

187

309309

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Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes 150mm dia DWC Pipe

2472

363

898745.04

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Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes 200mm dia DWC Pipe

451

602

271574.16

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Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes 250mm dia DWC Pipe

286

937

268073.52

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Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes 300mm dia DWC Pipe

45

1272

57262.05

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Laying of SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line) 100mm dia DWC SN8 Pipe ( House service connections)

1650

45

74992.5

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Laying of SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line) 150mm dia DWC Pipe

2472

84

207845.76

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Laying of SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line) 200mm dia DWC Pipe

451

137

61998.97

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Laying of SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line) 250mm dia DWC Pipe

286

215

61738.82

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Laying of SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line) 300mm dia DWC Pipe

45

286

12883.95

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Manufacture, supply, & delivery of fittings & accessories compatible with DWC pipe - non smooth External Annular Corrugated and smooth Internal Surfaces (Double Wall) for non-pressure or similar type of class SN8 Structured Wall polythelene piping systems including transportation to anywhere in A.P, excluding GST and other Government duties SEALING RING 100mm dia DWC Pipe

550

23

13123

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Manufacture, supply, & delivery of fittings & accessories compatible with DWC pipe - non smooth External Annular Corrugated and smooth Internal Surfaces (Double Wall) for non-pressure or similar type of class SN8 Structured Wall polythelene piping systems including transportation to anywhere in A.P, excluding GST and other Government duties SEALING RING 150mm dia DWC Pipe

824

36

29960.64

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Manufacture, supply, & delivery of fittings & accessories compatible with DWC pipe - non smooth External Annular Corrugated and smooth Internal Surfaces (Double Wall) for non-pressure or similar type of class SN8 Structured Wall polythelene piping systems including transportation to anywhere in A.P, excluding GST and other Government duties SEALING RING 200mm dia DWC Pipe

150.33

94

14176.12

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Manufacture, supply, & delivery of fittings & accessories compatible with DWC pipe - non smooth External Annular Corrugated and smooth Internal Surfaces (Double Wall) for non-pressure or similar type of class SN8 Structured Wall polythelene piping systems including transportation to anywhere in A.P, excluding GST and other Government duties SEALING RING 250mm dia DWC Pipe

95.33

206

19712.34

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Manufacture, supply, & delivery of fittings & accessories compatible with DWC pipe - non smooth External Annular Corrugated and smooth Internal Surfaces (Double Wall) for non-pressure or similar type of class SN8 Structured Wall polythelene piping systems including transportation to anywhere in A.P, excluding GST and other Government duties SEALING RING 300mm dia DWC Pipe

15

529

7941.75

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Construction of circular type manhole 600 mm internal dia. at bottom, 560 mm dia at top total depth of manhole up to 600mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 150mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard design. - Depth of manhole up to 600 mm

10

12279

122790

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Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 900 mm to 1650 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 150mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard design. - for 700 mm depth manhole

22

22057

485261.26

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Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 900 mm to 1650 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 150mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard designfor 800 mm depth manhole

10

23494

234946.7

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Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 900 mm to 1650 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 150mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard designfor 800 mm depth manhole - for 900 mm depth manhole

5

24932

124660

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Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 900 mm to 1650 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 150mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard designfor 800 mm depth manhole - for 1000 mm depth manhole

13

26369

342801.29

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Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 900 mm to 1650 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 150mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard designfor 800 mm depth manhole - for 1100 mm depth manhole

5

27806

139033.35

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Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 900 mm to 1650 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 150mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard designfor 800 mm depth manhole - for 1200 mm depth manhole

6

29244

175464

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Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 900 mm to 1650 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 150mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard designfor 800 mm depth manhole - for 1300 mm depth manhole

7

30681

214769.31

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Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 900 mm to 1650 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 150mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard designfor 800 mm depth manhole - for 1400 mm depth manhole

1

32118

32118.67

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Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 900 mm to 1650 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 150mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard designfor 800 mm depth manhole - for 1500 mm depth manhole

4

33556

134224

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Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 900 mm to 1650 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 150mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard designfor 800 mm depth manhole - for 1600 mm depth manhole

2

34993

69986.66

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Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 900 mm to 1650 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 150mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard designfor 800 mm depth manhole - for 1650 mm depth manhole

2

35712

71424

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Construction of circular type manhole 1200 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 1650 mm to 2300 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 200 mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard design - for 1700 mm depth manhole

5

48987

244939.6

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Construction of circular type manhole 1200 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 1650 mm to 2300 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 200 mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard design - for 1800 mm depth manhole

6

50763

304582.62

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Construction of circular type manhole 1200 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 1650 mm to 2300 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 200 mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard design - or 1900 mm depth manhole

3

52539

157618.86

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Construction of circular type manhole 1200 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 1650 mm to 2300 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 200 mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard design - for 2000 mm depth manhole

2

54315

108630.92

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Construction of circular type manhole 1200 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 1650 mm to 2300 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 200 mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard design - for 2100 mm depth manhole

1

56091

56091.31

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Construction of circular type manhole 1200 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 1650 mm to 2300 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 200 mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard design - for 2200 mm depth manhole

5

57867

289335.75

... More
Construction of circular type manhole 1200 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 1650 mm to 2300 mm in 230 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 200 mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard design - for 2300 mm depth manhole

4

59643

238572

... More
Construction of circular type manhole 1500 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 1650 mm to 2300 mm in 350 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 200 mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard design - for 2400 mm depth manhole

1

103540

103540.86

... More
Construction of circular type manhole 1500 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 1650 mm to 2300 mm in 350 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 200 mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard design - for 2500 mm depth manhole

3

106496

319490.13

... More
Construction of circular type manhole 1500 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 1650 mm to 2300 mm in 350 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 200 mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard design - for 2600 mm depth manhole

1

109452

109452.57

... More
Construction of circular type manhole 1500 mm internal dia. at bottom, 560 mm dia at top total depth of manhole varying from 1650 mm to 2300 mm in 350 mm thick brick masonry wall using (Country bricks second class of size 23 CM x 11 CM x 7 CM) with 1:4 cement mortar (1 cement : 4 fine sand) , 20 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 200 mm thick foundation in cement concrete (1:4:8) (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete (1:2:4) (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked 560mm dia opening manhole covers and frame of E.H.D.-35 etc. including cost of TMT-500/550 reinforcement bars etc complete as per standard design - for 2700 mm depth manhole

1

112408

112408.43

... More
conveyance of excavated earth, CC wastages away from the work site for an conveynce of 4.00 Kms including cost, conveyance of all materials, machinery and labour charges

934

197

184296.88

... More
Refilling the pipeline trenches with ordinary soils, sides of chambers etc., with selected excavated soils complying with standard specifications after the pipeline is laid, jointed and tested as directed by the departmental officers including breaking clods, watering, tamping, ramming and all leads and lifts, labour charges and inclusive of all incidental and operational charges etc., complete. (as per SSR 14-15- Amendment)

2653.02

432

1147139.32

... More
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

464

2452

1137857.92

... More
Providing Plain cement concrete M 20 Nominal Mix using 20 mm graded metal and using concte mixer as approved by the department including cost and conveyance of all materials to site, machine mixing of concrete, all lifts, leads, delifts, centering, laying in position, vibrating, compacting, curing, removal of centering, all labour charges, tools and plants, and all other incidental and operational charges etc., complete as per specifications, drawings and as directed by the Engineer - in - Charge (may be used as CC 1:2:4)

463.84

6247

2897807.93



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