| 1709276757000 | 0 | None | None | Lift Irrigation Scheme | Construction of Lift Irrigation Scheme from Suvarnamukhi river near Manganahalli to fill Manganahalli Tank in Bidadi Hobli Ramanagara Taluk Ramanagara District | 19477734.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2869110 | 93512 | None | Item No 1.14.1, Volume-I, PAGE No-8 | 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 lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work. | Cum | 102.0 | 102.0 | 1431.86 | False | None | None | False | None | False | 146049.72 | 0 | | 2869111 | 93512 | None | Item No 1.15.1, Volume-I, PAGE No-8 | 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 lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 363.0 | 363.0 | 177.51 | False | None | None | False | None | False | 64436.13 | 0 | | 2869112 | 93512 | None | Item No 2.13, Volume-IV, PAGE No-39 | Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 6067.0 | 6067.0 | 67.68 | False | None | None | False | None | False | 410614.56 | 0 | | 2869113 | 93512 | None | Item No 1.12, Volume-IV, PAGE No-130 | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification.. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 6955.0 | 6955.0 | 467.89 | False | None | None | False | None | False | 3254174.95 | 0 | | 2869114 | 93512 | None | Item No 2.11h, Volume-I, PAGE No-18 | 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 (h) All other type of structures.Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | t | 79011.0 | 79011.0 | 20.98 | False | None | None | False | None | False | 1657650.78 | 0 | | 2869115 | 93512 | None | Item No 1.8, Volume-IV, PAGE No-130 | Providing rubble stone/boulder filling between or behind abutment/below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 1278.0 | 1278.0 | 6.92 | False | None | None | False | None | False | 8843.76 | 0 | | 2869116 | 93512 | None | Item No 1.14.2, Volume-I, PAGE No-8 | Earth work excavation for Foundation by mechanical means for all works & depth from 3m to 6m, 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. All kinds of Soil For 3.00 m to 6.00 m lift .Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 117.0 | 117.0 | 335.13 | False | None | None | False | None | False | 39210.21 | 0 | | 2869117 | 93512 | None | Item No 1.15.3, Volume-I, PAGE No-9 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3m, 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 For 6.00 m to 7.50 m liftComplete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 510.46 | 510.46 | 155.72 | False | None | None | False | None | False | 79488.8312 | 0 | | 2869118 | 93512 | None | Item No 1.16.3, Volume-I, PAGE No-9 | 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) Depth For 6.00 m to 7.50 m lift.Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 783.88 | 783.88 | 126.75 | False | None | None | False | None | False | 99356.79 | 0 | | 2869119 | 93512 | None | Item No 1.4.1, Volume-I, PAGE No-5 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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, tools & other appurtenaces required to complete the work. In all kinds of soils. Depth upto 1.50m. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 242.0 | 242.0 | 54.58 | False | None | None | False | None | False | 13208.36 | 0 | | 2869120 | 93512 | None | Item No 1.17.1, Volume-I, PAGE No-10 | 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 lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 262.0 | 262.0 | 2144.94 | False | None | None | False | None | False | 561974.28 | 0 | | 2869121 | 93512 | None | Item No 1.19.1, Volume-I, PAGE No-10 | 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 lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 454.0 | 454.0 | 1076.22 | False | None | None | False | None | False | 488603.88 | 0 | | 2869122 | 93512 | None | Item No 1.21.1, Volume-I, PAGE No-10 | 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) Depth upto 1.50 m Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 669.0 | 669.0 | 790.29 | False | None | None | False | None | False | 528704.01 | 0 | | 2869123 | 93512 | None | Item No 5.5, Volume-II, PAGE No-9 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Foundation in CM 1:6 Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 6394.0 | 6394.0 | 16.7 | False | None | None | False | None | False | 106779.8 | 0 | | 2869124 | 93512 | None | Item No 5.7, Volume-II, PAGE No-9 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6 Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 6755.0 | 6755.0 | 5.38 | False | None | None | False | None | False | 36341.9 | 0 | | 2869125 | 93512 | None | Item No 21.9.3, Volume-II, PAGE No-214 | Providing and constructing burnt brick masonry with approved quality of modular bricks of standard size of class designation 5.00 N/mm2 table moulded) with lime mortar for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specification - Do- in Lime mortar 1:3 Prop . Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 3344.0 | 3344.0 | 29.13 | False | None | None | False | None | False | 97410.72 | 0 | | 2869126 | 93512 | None | Item No 8.19.1, Volume-II, PAGE No-44 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labor, curing. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work. | Sqm | 255.0 | 255.0 | 11.94 | False | None | None | False | None | False | 3044.7 | 0 | | 2869127 | 93512 | None | Item No 2.5.2, Volume-I, PAGE No-16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 8211.6 | 8211.6 | 10.9 | False | None | None | False | None | False | 89506.44 | 0 | | 2869128 | 93512 | None | Item No 2.5.3, Volume-I, PAGE No-16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 8408.4 | 8408.4 | 134.45 | False | None | None | False | None | False | 1130509.38 | 0 | | 2869129 | 93512 | None | Item No 1.9, Volume-I, PAGE No-7 | 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 lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 266.0 | 266.0 | 1122.27 | False | None | None | False | None | False | 298523.82 | 0 | | 2869130 | 93512 | None | Item No 1.10, Volume-I, PAGE No-7 | 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 lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Cum | 160.0 | 160.0 | 3917.06 | False | None | None | False | None | False | 626729.6 | 0 | | 2869131 | 93512 | None | Item No 3.41.2, Volume-IV, PAGE No-54 | Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. 300mm thick. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 455.0 | 455.0 | 59.68 | False | None | None | False | None | False | 27154.4 | 0 | | 2869132 | 93512 | None | Item No 2.2, Volume-IV, PAGE No-133 | Fabrication, supply, erection, testing and commissioning of sliding type vertical lift gate consisting of skin plate, horizontal and vertical stiffeners, seal seats, sponge rubber seals lifting handles & all necessary works with all accessories for vented dam / field channel including cost of all materials, labour, cutting, aligning, welding, finishing, cleaning, applying two coats of anti-corrosive bituminous black paint over a coat of zinc chromate red oxide specifications and primer paint, seal fixing & all necessary works complete as per approved drawings and as directed and complete as per specification. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Kg | 201.0 | 201.0 | 1273.36 | False | None | None | False | None | False | 255945.36 | 0 | | 2869133 | 93512 | None | Item No 2.3, Volume-IV, PAGE No-133 | Fabrication, supply, erection, testing and commissioning of plug and rod type hoist assembly consisting of truncated upright cone type cast iron plug fixed to alloy steel screw hoist with supporting structure for operating circular sluice openings including cost of all materials, labour, machinery, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc chromate red oxide primer and three coats anticorrosive bitumineous black paint & all necessary works as directed and complete as per specification. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Kg | 238.0 | 238.0 | 100.0 | False | None | None | False | None | False | 23800.0 | 0 | | 2869134 | 93512 | None | Item No 7.1.2, Volume-V, PAGE No-85 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS Angle of 65x65x10 mmComplete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | m | 4801.0 | 4801.0 | 9.0 | False | None | None | False | None | False | 43209.0 | 0 | | 2869135 | 93512 | None | Item No 8.36.1, Volume-IV, PAGE No-107 | Supplying, fixing and commissioning C.I Scour valve (sluice valve) of approved make bodyand seat ring of bronze PN 1.0 conforming to IS: 14846 of specified diameter and to withstand specified pressure with all accessoreis true to line and perfect linkingwith pipes on either side including loading, unloading, lifting and placing in position, cleaning ends, inserting gaskets into correct position, jointing pipes and valve to form water tight joint, cost of all jointing materials, machinery, labour and all other ancillary operations complete.for 100 mm dia valve with accessories. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Set | 12050.0 | 12050.0 | 4.0 | False | None | None | False | None | False | 48200.0 | 0 | | 2869136 | 93512 | None | Item No 8.36.3, Volume-IV, PAGE No-107 | Supplying, fixing and commissioning C.I Scour valve (sluice valve) of approved make bodyand seat ring of bronze PN 1.0 conforming to IS: 14846 of specified diameter and to withstand specified pressure with all accessoreis true to line and perfect linkingwith pipes on either side including loading, unloading, lifting and placing in position, cleaning ends, inserting gaskets into correct position, jointing pipes and valve to form water tight joint, cost of all jointing materials, machinery, labour and all other ancillary operations complete.for 200mm dia valve with accessories. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Set | 32970.0 | 32970.0 | 2.0 | False | None | None | False | None | False | 65940.0 | 0 | | 2869137 | 93512 | None | Item No 9.5.6, Volume-V, PAGE No-98 | 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 PE 80 PN 16.0
For 140 mm dia. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | m | 1438.0 | 1438.0 | 2897.0 | False | None | None | False | None | False | 4165886.0 | 0 | | 2869138 | 93512 | None | Item No 9.5.4, Volume-V, PAGE No-98 | 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 PE 80 PN 16.0 110mm dia Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | m | 883.0 | 883.0 | 30.0 | False | None | None | False | None | False | 26490.0 | 0 | | 2869139 | 93512 | None | Item No 2.27.5, Volume-V, PAGE No-24 | Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve onforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For class 150 etc. complete For Class 300 For 250 mm dia Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Each | 24150.0 | 24150.0 | 2.0 | False | None | None | False | None | False | 48300.0 | 0 | | 2869140 | 93512 | None | Item No 8.37.1, Volume-IV, PAGE No-107 | Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make bodyand seat ring of bronze PN 1.0 conforming to IS: 14845 of specified diameter with all fixturesincluding cost of all materials, machinery, labour and all other anicillary operations complete. For 80mm dia valve with accessories.Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Set | 27460.0 | 27460.0 | 3.0 | False | None | None | False | None | False | 82380.0 | 0 | | 2869141 | 93512 | None | Item No 8.37.4, Volume-IV, PAGE No-108 | Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make bodyand seat ring of bronze PN 1.0 conforming to IS: 14845 of specified diameter with all fixturesincluding cost of all materials, machinery, labour and all other anicillary operations complete. For 200mm dia valve with accessories.Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Set | 63660.0 | 63660.0 | 2.0 | False | None | None | False | None | False | 127320.0 | 0 | | 2869142 | 93512 | None | Item No 2.24.3, Volume-V, PAGE No-23 | 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 16.0:.100mm dia. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Each | 12456.0 | 12456.0 | 3.0 | False | None | None | False | None | False | 37368.0 | 0 | | 2869143 | 93512 | None | Item No 11.6.2, Volume-II, PAGE No-78 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 2633.0 | 2633.0 | 7.5 | False | None | None | False | None | False | 19747.5 | 0 | | 2869144 | 93512 | None | Sl No 968, Volume-II, PAGE No-A-41 | Top cover of Rolling shutters 1.20 mm thick Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | m | 560.0 | 560.0 | 2.8 | False | None | None | False | None | False | 1568.0 | 0 | | 2869145 | 93512 | None | Item No 11.44, Volume-II, PAGE No-91 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 4345.0 | 4345.0 | 7.2 | False | None | None | False | None | False | 31284.0 | 0 | | 2869146 | 93512 | None | Item No 8.6.1, Volume-II, PAGE No-42 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 323.0 | 323.0 | 365.64 | False | None | None | False | None | False | 118101.72 | 0 | | 2869147 | 93512 | None | Item No 8.25, Volume-II, PAGE No-45 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 137.0 | 137.0 | 164.34 | False | None | None | False | None | False | 22514.58 | 0 | | 2869148 | 93512 | None | Item No 16.3.10, Volume-V, PAGE No-188 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.RCC NP3 Class pipe of 900 mm dia. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | m | 4854.0 | 4854.0 | 10.0 | False | None | None | False | None | False | 48540.0 | 0 | | 2869149 | 93512 | None | Item No 15.1, Volume-II, PAGE No-149 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 817.0 | 817.0 | 63.96 | False | None | None | False | None | False | 52255.32 | 0 | | 2869150 | 93512 | None | Item No 9.37, Volume-II, PAGE No-64 | Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 786.0 | 786.0 | 48.0 | False | None | None | False | None | False | 37728.0 | 0 | | 2869151 | 93512 | None | Item No 8.21, Volume-II, PAGE No-44 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Sqm | 26.0 | 26.0 | 365.64 | False | None | None | False | None | False | 9506.64 | 0 | | 2869152 | 93512 | None | Item No 13, Volume-IV, PAGE No-196 | Fabricating, transporting to site, hoisting and erecting structural steel member fabricated from rolled steel sections like channels, angles, flat, I-sections, plates, rails etc., as per drawing including cost of all materials, machinery, labour, operations such as cutting, bending, grinding, welding, etc., and providing one coat of zinc chromate red oxide primer after scrapping and cleaning the surface, etc., complete with all leads and lifts (excluding cost of steel but including wastage).(For power House and Allied works).Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | t | 46085.0 | 46085.0 | 4.456 | False | None | None | False | None | False | 205354.76 | 0 | | 2869153 | 93512 | None | Item No 6.38, Volume-IV, PAGE No-86 | Design, fabrication, supply, erection, testing and commissioning EOT crane consisting of double girder box type construction, rail mounted end carraiges with long and cross travel arrangement, main and auxiliary hoists of specified capacity, rails, pendant control, gear boxes, electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant operated DSL bus bars with all accessories for main and auxiliary hoists for handling pumps and accessories in pump house including cost of all materials,machinery, labour,cutting, aligning,welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint and all other ancillary operations complete as per specifications and approved drawings. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Tonne Capacity | 212100.0 | 212100.0 | 3.0 | False | None | None | False | None | False | 636300.0 | 0 | | 2869154 | 93512 | None | Item No 7.4, Volume-IV, PAGE No-91 | Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) delivery pipes of specified diameter and plate thickness with flanged ends wherever required and provided with 1 coat 40 micron thick zinc rich epoxy primer paint and 3 coats 100 micron thick each coat coal tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich epoxy primer paint and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting,conveying to spot, lowering, aligning, jointing,arranging water for testing, hydraulic testing at fabrication site and after laying and jointing at specified test pressure and all other ancillary operations complete as per specifications and approved drawings.Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | t | 143160.0 | 143160.0 | 1.17 | False | None | None | False | None | False | 167497.2 | 0 | | 2869155 | 93512 | None | Item No 7.5, Volume-IV, PAGE No-92 | Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded /submerged arc welded mild steel (Fe-410 grade) manifold pipe system of specified diameter and plate thickness with flanged inlets / outlets at specified locations for connecting pump delivery pipes and rising mains and provided with 1 coat of 40 micron thick zinc rich epoxy primer paint and 3 coats of 100 micron thick each coat coal tar epoxy paint for inner surface and exposed outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot, lowering, aligning,jointing, arranging water for testing,hydraulic testing at fabrication site and after laying and jointing at specified test pressure and all other ancillary operations complete as per pecifications and approved drawings. (excluding cost of thrust block for anchoring / encasing manifold pipe ). Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | t | 129564.0 | 129564.0 | 1.47 | False | None | None | False | None | False | 190459.08 | 0 | | 2869156 | 93512 | None | Item No 7.7.1, Volume-IV, PAGE No-92 | Design, manufacture, supply, erection, trail running, performance testing and commissioning of vertical turbine pump of approved make conforming to IS: 1710 having specified pump output under specified operating head coupled to HT motor of adequate HP rating operating at 6.6 KV with flexible coupling, self water lubricated thrust bearings, discharge Tee with flanged end for connecting delivery pipe with all other standard accessories and safety devices and all other ancillary operations complete as per specifications, terms and conditions of contract V T pump coupled to more than 1000 hp upto 1500 hp motor. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | HP | 15680.0 | 15680.0 | 60.0 | False | None | None | False | None | False | 940800.0 | 0 | | 2869157 | 93512 | None | Item No 7.12, Volume-IV, PAGE No-93 | Supplying and installing Temperature scanner suitable for operating at 110 V DC or 230 V AC mounted in a duly painted sheet metal enclosure provided with NO / NC relays for transmitting signal to VCBs for tripping with audible alarm for both windings and bearings RTDs with all other accessories for satifactory functioning of the system and all other ancillary operations complete as per specifications, terms and conditions of contract.Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Set | 95480.0 | 95480.0 | 2.0 | False | None | None | False | None | False | 190960.0 | 0 | | 2869158 | 93512 | None | Item No 7.13, Volume-IV, PAGE No-93 | Supplying, installing and commissioning electrode actuated water level transmitter of approved make with all accessoreis to protect against dry running of pump.Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work
| Set | 194040.0 | 194040.0 | 1.0 | False | None | None | False | None | False | 194040.0 | 0 | | 2869159 | 93512 | None | Item No 7.8.1, Volume-IV, PAGE No-93 | Design, fabrication, supply, assembling, testing and commissioning of HT pump panel board made of sheet metal duly painted with recess for cable entries at bottom suitable for 6.6 KV equipped with vaccum circuit breaker of suitable capacity for 1 number incoming 1600A and 2 numbers 630A outgoing of suitable capacity with aluminium bus bars of 1600 Amp metering panel, protection relays and all other accessories complete with wiring as per specifications and approved drawings. Panel board with VCBs and fittings common to all pumps. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work. | Set | 1848000.0 | 1848000.0 | 1.0 | False | None | None | False | None | False | 1848000.0 | 0 | | 2869160 | 93512 | None | Item No 7.17, Volume-VI, PAGE No-94 | Supply, installation and commissioning of soft starter for specified kW load operating at 6.6 KV with load break switch, metering, protection by-pass vaccum contactor with all accessories complete housed in painted sheet metal enclosure.Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | 500 KW | 924000.0 | 924000.0 | 0.03 | False | None | None | False | None | False | 27720.0 | 0 | | 2869161 | 93512 | None | Item No 2.26.3, Volume-V, PAGE No-24 | Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For class 150 etc. complete. for 150mm. Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Each | 7976.0 | 7976.0 | 2.0 | False | None | None | False | None | False | 15952.0 | 0 | | 2869162 | 93512 | None | Item No 13.39, Volume-V, PAGE No-157 | Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal roportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work | Job | 3750.0 | 3750.0 | 7.0 | False | None | None | False | None | False | 26250.0 | 0 |
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