| 1710566923000 | 0 | None | None | Water supply/sewage lines | Supplying, laying, testing and commissioning of dual water supply pipe line networks for supplying potable & recycled water and UGD Network with suitable pipe lines, construction of chambers, etc. at Phase-3 of Dharwad Industrial node at Dharwad Taluk and District | 286784750.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3115084 | 107040 | None | code01 | WATER SUPPLY : Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.all kinds of soil. Depth upto 1.50m -10% of total quantity complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 321.53 | 321.53 | 24594.97 | False | None | None | False | None | False | 7908020.7041 | 0 | | 3115085 | 107040 | None | code02 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 562.51 | 562.51 | 6148.74 | False | None | None | False | None | False | 3458727.7374 | 0 | | 3115086 | 107040 | None | code03 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test
pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). 273mm Dia 5.6mm thick complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 6222.26 | 6222.26 | 751.0 | False | None | None | False | None | False | 4672917.26 | 0 | | 3115087 | 107040 | None | code04 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test
pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). 457mm Dia 5.6mm thick complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 10446.01 | 10446.01 | 30.47 | False | None | None | False | None | False | 318289.9247 | 0 | | 3115088 | 107040 | None | code05 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test
pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). 508mm Dia 5.6mm Thick complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 11609.43 | 11609.43 | 4093.0 | False | None | None | False | None | False | 47517396.99 | 0 | | 3115089 | 107040 | None | code06 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test
pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 12761.7 | 12761.7 | 499.0 | False | None | None | False | None | False | 6368088.3 | 0 | | 3115090 | 107040 | None | code07 | Providing coal taring two coats to the outer surface of M.S pipes as per AWWA specifications including the cost of coal tar etc.complete for: Outside of 660mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 2288.43 | 2288.43 | 5374.0 | False | None | None | False | None | False | 12298022.82 | 0 | | 3115091 | 107040 | None | code08 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE100-PN10.0, 125mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 903.23 | 903.23 | 404.0 | False | None | None | False | None | False | 364904.92 | 0 | | 3115092 | 107040 | None | code09 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE100-PN10.0, 160mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 1431.05 | 1431.05 | 1418.0 | False | None | None | False | None | False | 2029228.9 | 0 | | 3115093 | 107040 | None | code10 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 140mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 1116.34 | 1116.34 | 874.0 | False | None | None | False | None | False | 975681.16 | 0 | | 3115094 | 107040 | None | code11 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE100-PN10.0, 110mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 688.88 | 688.88 | 17264.0 | False | None | None | False | None | False | 11892824.32 | 0 | | 3115095 | 107040 | None | code12 | Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: M -Sand (DR) complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 2387.14 | 2387.14 | 5458.09 | False | None | None | False | None | False | 13029224.9626 | 0 | | 3115096 | 107040 | None | code13 | Providing and fixing of Single/ Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation.For PN 10.0 etc. complete For PN 10.0, For TP Air Valves of 100 mm dia. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 45940.88 | 45940.88 | 38.0 | False | None | None | False | None | False | 1745753.44 | 0 | | 3115097 | 107040 | None | code14 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For PN-16 100mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 15432.98 | 15432.98 | 64.0 | False | None | None | False | None | False | 987710.72 | 0 | | 3115098 | 107040 | None | code15 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For PN-16 450mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 276103.72 | 276103.72 | 10.0 | False | None | None | False | None | False | 2761037.2 | 0 | | 3115099 | 107040 | None | code16 | Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 100mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 573.66 | 573.66 | 64.0 | False | None | None | False | None | False | 36714.24 | 0 | | 3115100 | 107040 | None | code17 | Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 450mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 4580.58 | 4580.58 | 10.0 | False | None | None | False | None | False | 45805.8 | 0 | | 3115101 | 107040 | None | code18 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 198.24 | 198.24 | 30381.06 | False | None | None | False | None | False | 6022741.3344 | 0 | | 3115102 | 107040 | None | code19 | Valve Chamber :Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 126.38 | 126.38 | 540.83 | False | None | None | False | None | False | 68350.0954 | 0 | | 3115103 | 107040 | None | code20 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. - In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 449.76 | 449.76 | 47.03 | False | None | None | False | None | False | 21152.2128 | 0 | | 3115104 | 107040 | None | code21 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) In Hard Rock complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 686.41 | 686.41 | 23.51 | False | None | None | False | None | False | 16137.4991 | 0 | | 3115105 | 107040 | None | code22 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 7627.28 | 7627.28 | 42.84 | False | None | None | False | None | False | 326752.6752 | 0 | | 3115106 | 107040 | None | code23 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 8179.07 | 8179.07 | 149.52 | False | None | None | False | None | False | 1222934.5464 | 0 | | 3115107 | 107040 | None | code24 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification For all other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97894.63 | 97894.63 | 7.48 | False | None | None | False | None | False | 732251.8324 | 0 | | 3115108 | 107040 | None | code25 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 329.57 | 329.57 | 209.66 | False | None | None | False | None | False | 69097.6462 | 0 | | 3115109 | 107040 | None | code26 | Recycle water supply : Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.all kinds of soil. Depth upto 1.50m -10% of total quantity complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 321.53 | 321.53 | 19208.53 | False | None | None | False | None | False | 6176118.6509 | 0 | | 3115110 | 107040 | None | code27 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 562.51 | 562.51 | 4802.13 | False | None | None | False | None | False | 2701246.1463 | 0 | | 3115111 | 107040 | None | code28 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test
pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). 273mm Dia 5.6mm thick complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 6222.26 | 6222.26 | 1331.0 | False | None | None | False | None | False | 8281828.06 | 0 | | 3115112 | 107040 | None | code29 | Providing coal taring two coats to the outer surface of M.S pipes as per AWWA specifications including the cost of coal tar etc.complete for: Outside of 660mm dia pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 2288.43 | 2288.43 | 1331.0 | False | None | None | False | None | False | 3045900.33 | 0 | | 3115113 | 107040 | None | code30 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE100-PN10.0, 280mm dia pipes pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 4098.61 | 4098.61 | 480.0 | False | None | None | False | None | False | 1967332.8 | 0 | | 3115114 | 107040 | None | code31 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE100-PN10.0, 250mm dia pipes pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 3296.98 | 3296.98 | 225.0 | False | None | None | False | None | False | 741820.5 | 0 | | 3115115 | 107040 | None | code32 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE100-PN10.0, 225mm dia pipes pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 2715.89 | 2715.89 | 1134.0 | False | None | None | False | None | False | 3079819.26 | 0 | | 3115116 | 107040 | None | code33 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE100-PN10.0, 125mm dia pipes pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 903.23 | 903.23 | 590.0 | False | None | None | False | None | False | 532905.7 | 0 | | 3115117 | 107040 | None | code34 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE100-PN10.0, 180mm dia pipes pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 1784.16 | 1784.16 | 524.0 | False | None | None | False | None | False | 934899.84 | 0 | | 3115118 | 107040 | None | code35 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE100-PN10.0, 160mm dia pipes pipes pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 1431.05 | 1431.05 | 522.0 | False | None | None | False | None | False | 747008.1 | 0 | | 3115119 | 107040 | None | code36 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE100-PN10.0, 140mm dia pipes pipes pipes pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 1116.34 | 1116.34 | 254.0 | False | None | None | False | None | False | 283550.36 | 0 | | 3115120 | 107040 | None | code37 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For HDPE Grade PE100-PN10.0, 110mm dia pipes pipes pipes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 688.88 | 688.88 | 18522.0 | False | None | None | False | None | False | 12759435.36 | 0 | | 3115121 | 107040 | None | code38 | Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: M -Sand (DR) complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 2387.14 | 2387.14 | 2742.82 | False | None | None | False | None | False | 6547495.3348 | 0 | | 3115122 | 107040 | None | code39 | Providing and fixing of Single/ Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation.For PN 10.0 etc. complete For PN 10.0, For TP Air Valves of 100 mm dia. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 45940.88 | 45940.88 | 25.0 | False | None | None | False | None | False | 1148522.0 | 0 | | 3115123 | 107040 | None | code40 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For PN-16 100mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 15432.98 | 15432.98 | 59.0 | False | None | None | False | None | False | 910545.82 | 0 | | 3115124 | 107040 | None | code41 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For PN-16 450mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 276103.72 | 276103.72 | 5.0 | False | None | None | False | None | False | 1380518.6 | 0 | | 3115125 | 107040 | None | code42 | Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 100mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 573.66 | 573.66 | 59.0 | False | None | None | False | None | False | 33845.94 | 0 | | 3115126 | 107040 | None | code43 | Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories 450mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 4580.58 | 4580.58 | 5.0 | False | None | None | False | None | False | 22902.9 | 0 | | 3115127 | 107040 | None | code44 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 198.24 | 198.24 | 23673.07 | False | None | None | False | None | False | 4692949.3968 | 0 | | 3115128 | 107040 | None | code45 | Valve Chamber :Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 126.38 | 126.38 | 429.77 | False | None | None | False | None | False | 54314.3326 | 0 | | 3115129 | 107040 | None | code46 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. - In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 449.76 | 449.76 | 37.37 | False | None | None | False | None | False | 16807.5312 | 0 | | 3115130 | 107040 | None | code47 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) In Hard Rock complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 686.41 | 686.41 | 18.69 | False | None | None | False | None | False | 12829.0029 | 0 | | 3115131 | 107040 | None | code48 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 7627.28 | 7627.28 | 34.04 | False | None | None | False | None | False | 259632.6112 | 0 | | 3115132 | 107040 | None | code49 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 8179.07 | 8179.07 | 118.82 | False | None | None | False | None | False | 971837.0974 | 0 | | 3115133 | 107040 | None | code50 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification For all other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97894.63 | 97894.63 | 5.94 | False | None | None | False | None | False | 581494.1022 | 0 | | 3115134 | 107040 | None | code51 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 329.57 | 329.57 | 166.61 | False | None | None | False | None | False | 54909.6577 | 0 | | 3115135 | 107040 | None | code52 | UGD: Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed,removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 324.62 | 324.62 | 24960.0 | False | None | None | False | None | False | 8102515.2 | 0 | | 3115136 | 107040 | None | code53 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.Depth exceeding 1.5 m, but not exceeding 3 m . DEPTH 1.5m to 3.00m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 690.12 | 690.12 | 1248.0 | False | None | None | False | None | False | 861269.76 | 0 | | 3115137 | 107040 | None | code54 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.Depth exceeding 1.5 m, but not exceeding 3 m 3.0 to 4.5m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 784.29 | 784.29 | 1248.0 | False | None | None | False | None | False | 978793.92 | 0 | | 3115138 | 107040 | None | code55 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Hard rock (requiring blasting)3.0m to 4.5m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 1028.37 | 1028.37 | 624.0 | False | None | None | False | None | False | 641702.88 | 0 | | 3115139 | 107040 | None | code56 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Hard rock (requiring blasting)4.5m to 6.0m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 1079.79 | 1079.79 | 624.0 | False | None | None | False | None | False | 673788.96 | 0 | | 3115140 | 107040 | None | code57 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the complete in the following strata.In all kinds of soils Depth upto 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 126.38 | 126.38 | 1148.31 | False | None | None | False | None | False | 145123.4178 | 0 | | 3115141 | 107040 | None | code58 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the complete in the following strata.Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 526.58 | 526.58 | 430.62 | False | None | None | False | None | False | 226755.8796 | 0 | | 3115142 | 107040 | None | code59 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the complete in the following strata.Depth exceeding 1.5 m, but not exceeding 3 m Depth 3.0 to 4.5m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 573.66 | 573.66 | 430.62 | False | None | None | False | None | False | 247029.4692 | 0 | | 3115143 | 107040 | None | code60 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete complete in the following strata.Depth exceeding 3m, but not exceeding 4.5m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 880.93 | 880.93 | 861.23 | False | None | None | False | None | False | 758683.3439 | 0 | | 3115144 | 107040 | None | code61 | DWC (Doub. Wall Corrug) pipe SN 8, 800mm complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 10122.63 | 10122.63 | 500.0 | False | None | None | False | None | False | 5061315.0 | 0 | | 3115145 | 107040 | None | code62 | DWC (Doub. Wall Corrug) pipe SN 8, 600mm complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 5880.29 | 5880.29 | 1700.0 | False | None | None | False | None | False | 9996493.0 | 0 | | 3115146 | 107040 | None | code63 | DWC (Doub. Wall Corrug) pipe SN 8, 400mm complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 2727.04 | 2727.04 | 1600.0 | False | None | None | False | None | False | 4363264.0 | 0 | | 3115147 | 107040 | None | code64 | DWC (Doub. Wall Corrug) pipe SN 8, 350mm complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 2727.04 | 2727.04 | 200.0 | False | None | None | False | None | False | 545408.0 | 0 | | 3115148 | 107040 | None | code65 | DWC (Doub. Wall Corrug) pipe SN 8, 300mm complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 1414.94 | 1414.94 | 1000.0 | False | None | None | False | None | False | 1414940.0 | 0 | | 3115149 | 107040 | None | code66 | DWC (Doub. Wall Corrug) pipe SN 8, 250mm complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 1054.39 | 1054.39 | 1800.0 | False | None | None | False | None | False | 1897902.0 | 0 | | 3115150 | 107040 | None | code67 | DWC (Doub. Wall Corrug) pipe SN 8, 200mm complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 678.97 | 678.97 | 14000.0 | False | None | None | False | None | False | 9505580.0 | 0 | | 3115151 | 107040 | None | code68 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading,danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring,strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Laterite Bricks & Medium Dutycover and frame.For 1.2m dia With Table Moulded Bricks & Medium Duty cover and frame.For 1.5m dia (PWD vol 5 SR 2023-24, Pg No 201, Item No16.42.1 )Constructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 1.0 M depth & Medium duty SFRC cover & frame Manhole of 1.00m depthcomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | No | 36166.41 | 36166.41 | 162.0 | False | None | None | False | None | False | 5858958.42 | 0 | | 3115152 | 107040 | None | code69 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading,danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring,strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Laterite Bricks & Medium Dutycover and frame.For 1.2m dia With Table Moulded Bricks & Medium Duty cover and frame.For 1.5m dia (PWD vol 5 SR 2023-24, Pg No 201, Item No16.42.1 )Constructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 1.0 M depth & Medium duty SFRC cover & frame Manhole of 2.00m depthcomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | No | 69620.65 | 69620.65 | 169.0 | False | None | None | False | None | False | 11765889.85 | 0 | | 3115153 | 107040 | None | code70 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading,danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring,strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Laterite Bricks & Medium Dutycover and frame.For 1.2m dia With Table Moulded Bricks & Medium Duty cover and frame.For 1.5m dia (PWD vol 5 SR 2023-24, Pg No 201, Item No16.42.1 )Constructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 1.0 M depth & Medium duty SFRC cover & frame Manhole of 1.00m depthcomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | No | 104712.85 | 104712.85 | 244.0 | False | None | None | False | None | False | 25549935.4 | 0 | | 3115154 | 107040 | None | code71 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading,danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring,strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Laterite Bricks & Medium Dutycover and frame.For 1.2m dia With Table Moulded Bricks & Medium Duty cover and frame.For 1.5m dia (PWD vol 5 SR 2023-24, Pg No 201, Item No16.42.1 )Constructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 1.0 M depth & Medium duty SFRC cover & frame Manhole of 1.00m depthcomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | No | 144629.71 | 144629.71 | 74.0 | False | None | None | False | None | False | 10702598.54 | 0 | | 3115155 | 107040 | None | code72 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 198.24 | 198.24 | 23489.54 | False | None | None | False | None | False | 4656566.4096 | 0 |
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