| 1725966836000 | 0 | None | None | Water supply/sewage lines | Construction of OHT and pipeline at Tawargera and Tarnalli village in Kalaburagi & Chittapur under DMF | 5418973.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3952079 | 153062 | None | 001 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (Com-Vol-5 SR/I.No 16/Pg.no.112)For double flanged CI pipes of Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (Com-Vol-5 SR/I.No 16/Pg.no.112)100mm dia for inlet. | m | 3075.45 | 3075.45 | 15.0 | False | None | None | False | None | False | 46131.75 | 0 | | 3952080 | 153062 | None | 002 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (Com-Vol-5 SR/I.No 16/Pg.no.112) For double flanged CI pipes of 100mm dia for over flow. | m | 3075.45 | 3075.45 | 15.0 | False | None | None | False | None | False | 46131.75 | 0 | | 3952081 | 153062 | None | 003 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (Com-Vol-5 SR/I.No 16/Pg.no.112)For double flanged CI pipes of 100mm dia for scour. | m | 3075.45 | 3075.45 | 12.0 | False | None | None | False | None | False | 36905.4 | 0 | | 3952082 | 153062 | None | 004 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (Com-Vol-5 SR/I.No 16/Pg.no.112)For double flanged CI pipes of 150mm dia outlet. | m | 4942.35 | 4942.35 | 12.0 | False | None | None | False | None | False | 59308.2 | 0 | | 3952083 | 153062 | None | 005 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . (Com-Vol-5 SR/I.No 15/Pg.no.112) i)150mm dia (outlet) | Each | 2429.7 | 2429.7 | 1.0 | False | None | None | False | None | False | 2429.7 | 0 | | 3952084 | 153062 | None | 006 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . (Com-Vol-5 SR/I.No 15/Pg.no.112) 100mm dia (Inlet,over flow ,scour & for future connection) | Each | 1897.35 | 1897.35 | 4.0 | False | None | None | False | None | False | 7589.4 | 0 | | 3952085 | 153062 | None | 007 | Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.(RDW&S CIRCLE KLB SR 2019-20 Pg.No. 318 It.No.15.58 ) 150mm dia (outlet) | Each | 800.0 | 800.0 | 1.0 | False | None | None | False | None | False | 800.0 | 0 | | 3952086 | 153062 | None | 008 | Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.(RDW&S CIRCLE KLB SR 2019-20 Pg.No. 318 It.No.15.58 ) 100mm dia (Inlet,over flow and scour) | Each | 420.0 | 420.0 | 3.0 | False | None | None | False | None | False | 1260.0 | 0 | | 3952087 | 153062 | None | 009 | Providing Bell mouthed pipes(flanged)confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.(RDW&S CIRCLE KLB SR 2019-20 Pg.No. 318 It.No.15.57 ) 100mm dia (Inlet,over flow) | Each | 420.0 | 420.0 | 2.0 | False | None | None | False | None | False | 840.0 | 0 | | 3952088 | 153062 | None | 010 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10:150mm dia | Each | 14945.7 | 14945.7 | 1.0 | False | None | None | False | None | False | 14945.7 | 0 | | 3952089 | 153062 | None | 011 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) 100mm dia | Each | 9300.9 | 9300.9 | 3.0 | False | None | None | False | None | False | 27902.7 | 0 | | 3952090 | 153062 | None | 012 | CIVIL WORKS FOR OHT Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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 (Com-Vol-1 SR/I.No1.13/Pg.no.8) In All Kinds of Soils | Cum | 76.65 | 76.65 | 88.86 | False | None | None | False | None | False | 6811.119 | 0 | | 3952091 | 153062 | None | 013 | Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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 (Com-Vol-1 SR/I.No1.13/Pg.no.8) In All Kinds of Soils In ordinary Rock Without Blasting | Cum | 285.6 | 285.6 | 13.33 | False | None | None | False | None | False | 3807.048 | 0 | | 3952092 | 153062 | None | 014 | Earth work excavation for pipelines/cables In all kinds of soils. Depth upto 1.50m by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. | Cum | 389.55 | 389.55 | 9.0 | False | None | None | False | None | False | 3505.95 | 0 | | 3952093 | 153062 | None | 015 | Providing and laying in position plain cement concrete PCC 1:2:4 using 40 mm aggregate 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, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately) | Cum | 6731.91 | 6731.91 | 6.66 | False | None | None | False | None | False | 44834.5206 | 0 | | 3952094 | 153062 | None | 016 | 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 | Cum | 214.2 | 214.2 | 87.08 | False | None | None | False | None | False | 18652.536 | 0 | | 3952095 | 153062 | None | 017 | Providing and laying in position Reinforced cement concrete of M25 Design Mix for raft, footings, beams below ground level in GLSR 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). | Cum | 9687.23 | 9687.23 | 17.44 | False | None | None | False | None | False | 168945.2912 | 0 | | 3952096 | 153062 | None | 018 | Providing and laying in position Reinforced cement concrete for colums,braces and ring beam above ground level.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layes,well compactedusing needle vibrators,including all leadd & lifts,cost of all materials of quality,confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed face in cement mortar 1:3,12 mm thick, labour, centering, scaffolding, staging, strutting, plywood/ steel from work, usage charges of machinery,curing and all other appurtenances required to complete the work as per design & technical specifications.(the cost of steel reinforcement,dowel bars to be paid separately).(minimum cement content: 360kgs (7.20 bags) RCC M30 Design Mix with 20mm aggregate for level 6m to 9m height. | Cum | 16495.62 | 16495.62 | 11.66 | False | None | None | False | None | False | 192338.9292 | 0 | | 3952097 | 153062 | None | 019 | Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above ground level.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layes,well compactedusing needle vibrators,including all leadd & lifts,cost of all materials of quality,confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed face in cement mortar 1:3,12 mm thick & CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour, centering, scaffolding, staging, strutting, plywood/ steel from work, usage charges of machinery,curing and all other appurtenances required to complete the work as per design & technical specifications.(the cost of steel reinforcement,dowel bars to be paid separately).(minimum cement content: 360kgs (7.20 bags) RCC M30 Design Mix with 20mm aggregate for level 6m to 9m height. | Cum | 26106.9 | 26106.9 | 10.33 | False | None | None | False | None | False | 269684.277 | 0 | | 3952098 | 153062 | None | 020 | Providing and laying in position Reinforced cement concrete for shell portion,bottom dome/slab & ribs over the staging above ground level.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layes,well compactedusing needle vibrators,including all leadd & lifts,cost of all materials of quality,confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed face in cement mortar 1:3,12 mm thick & CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour, centering, scaffolding, staging, strutting, plywood/ steel from work, usage charges of machinery,curing and all other appurtenances required to complete the work as per design & technical specifications.(the cost of steel reinforcement,dowel bars to be paid separately).(minimum cement content: 360kgs (7.20 bags) M30 Design Mix with 20mm aggregate for level 6m to 9m height. | Cum | 24778.86 | 24778.86 | 15.65 | False | None | None | False | None | False | 387789.159 | 0 | | 3952099 | 153062 | None | 021 | Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above ground level.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layes,well compactedusing needle vibrators,including all leadd & lifts,cost of all materials of quality,confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed face in cement mortar 1:3,12 mm thick for inside & outside surface, labour, centering, scaffolding, staging, strutting, plywood/ steel from work, usage charges of machinery,curing and all other appurtenances required to complete the work as per design & technical specifications.(the cost of steel reinforcement,dowel bars to be paid separately).(minimum cement content: 360kgs (7.20 bags) RCC M30 Design Mix with 20mm aggregate for level 6m to 9m height. | Cum | 25271.52 | 25271.52 | 6.775 | False | None | None | False | None | False | 171214.548 | 0 | | 3952100 | 153062 | None | 022 | Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)kg88.00 11.33 Providing Thermo-Mechanically Treated bars of grade(Com-Vol-II SR/I.No11.32/Pg.no.84) | Kg | 100.8 | 100.8 | 8041.26 | False | None | None | False | None | False | 810559.008 | 0 | | 3952101 | 153062 | None | 023 | Providing and fixing RCC final & ventilators as per approved design & specifications with form works and protected with wire mesh.The plinth to be of RCC circular pillars and conopy with an ornamental finish at top.The first 22.5cms height to be covered with RCC panelling as per detailed drawing etc.with all lead and lifts and excluding reinforcement steel | No | 6037.5 | 6037.5 | 1.0 | False | None | None | False | None | False | 6037.5 | 0 | | 3952102 | 153062 | None | 024 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (Com-Vol-5 SR/I.No 13/Pg.no.111) | Each | 2216.65 | 2216.65 | 1.0 | False | None | None | False | None | False | 2216.65 | 0 | | 3952103 | 153062 | None | 025 | Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete(Com-Vol-5 SR/I.No 14/Pg.no.112) | Each | 4932.9 | 4932.9 | 1.0 | False | None | None | False | None | False | 4932.9 | 0 | | 3952104 | 153062 | None | 026 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: Tanks staging above 6m and upto 9m(Com-Vol-5 SR/I.No 20/Pg.no.113) | Sqm | 160.65 | 160.65 | 301.11 | False | None | None | False | None | False | 48373.3215 | 0 | | 3952105 | 153062 | None | 027 | Providing and fixing copper lighting arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spikr 25mmx3mm including grounding as per specification.The aluminium strip is to be encased in G.I conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials,fixed to one of the columns etc.,complete for over head tank upto 9 m staging | No | 9036.3 | 9036.3 | 1.0 | False | None | None | False | None | False | 9036.3 | 0 | | 3952106 | 153062 | None | 028 | Supplying and fixing 40mm dia.,GI pipe medium duty pipes hand ralling 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top,placed at 2 Mtrs. Intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc.with all lead lift etc.,(the rate per meter is for 3 rows of GI pipes & RCC post) | Rmtr | 1152.9 | 1152.9 | 40.85 | False | None | None | False | None | False | 47095.965 | 0 | | 3952107 | 153062 | None | 029 | Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete | Rmtr | 5355.0 | 5355.0 | 5.0 | False | None | None | False | None | False | 26775.0 | 0 | | 3952108 | 153062 | None | 030 | SPRIAL STAIRCASE Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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 (Com-Vol-1 SR/I.No1.13/Pg.no.8) In All Kinds of Soils | Cum | 76.65 | 76.65 | 8.0 | False | None | None | False | None | False | 613.2 | 0 | | 3952109 | 153062 | None | 031 | Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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 (Com-Vol-1 SR/I.No1.13/Pg.no.8) In All Kinds of Soils In ordinary Rock Without Blasting | Cum | 285.6 | 285.6 | 1.2 | False | None | None | False | None | False | 342.72 | 0 | | 3952110 | 153062 | None | 032 | 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 | Cum | 214.2 | 214.2 | 8.179 | False | None | None | False | None | False | 1751.9418 | 0 | | 3952111 | 153062 | None | 033 | Providing and laying in position plain cement PCC 1:2:4 using 40mm agrregate for 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). | Cum | 6731.91 | 6731.91 | 0.217 | False | None | None | False | None | False | 1460.82447 | 0 | | 3952112 | 153062 | None | 034 | Providing and laying in position Reinforced cement concrete of M25 Design Mix for raft, footing etc 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). | Cum | 9687.23 | 9687.23 | 0.804 | False | None | None | False | None | False | 7788.53292 | 0 | | 3952113 | 153062 | None | 035 | Providing and laying in position Reinforced cement concrete for spiral stair case over the staging above ground level.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layes,well compactedusing needle vibrators,including all leadd & lifts,cost of all materials of quality,confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed face in cement mortar 1:3,12 mm thick & CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour, centering, scaffolding, staging, strutting, plywood/ steel from work, usage charges of machinery,curing and all other appurtenances required to complete the work as per design & technical specifications.(the cost of steel reinforcement,dowel bars to be paid separately).(minimum cement content: 360kgs (7.20 bags) RCC M30 Design Mix with 20mm aggregate for level 6m to 9m height. | Cum | 31060.61 | 31060.61 | 4.118 | False | None | None | False | None | False | 127907.59198 | 0 | | 3952114 | 153062 | None | 036 | Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)kg88.00 11.33 Providing Thermo-Mechanically Treated bars of grade(Com-Vol-II SR/I.No11.32/Pg.no.84) | Kg | 100.8 | 100.8 | 639.86 | False | None | None | False | None | False | 64497.888 | 0 | | 3952115 | 153062 | None | 037 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: Tanks staging above 6m and upto 9m(Com-Vol-5 SR/I.No 20/Pg.no.113) | Sqm | 160.65 | 160.65 | 104.404 | False | None | None | False | None | False | 16772.5026 | 0 | | 3952116 | 153062 | None | 038 | VALUE CHAMBER Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. | Cum | 195.38 | 195.38 | 9.54 | False | None | None | False | None | False | 1863.9252 | 0 | | 3952117 | 153062 | None | 039 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) | Cum | 5831.7 | 5831.7 | 0.8699 | False | None | None | False | None | False | 5072.99583 | 0 | | 3952118 | 153062 | None | 040 | Providing and laying in position Reinforced 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) | Cum | 6552.15 | 6552.15 | 2.811 | False | None | None | False | None | False | 18418.09365 | 0 | | 3952119 | 153062 | None | 041 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)kg88.00 11.33 Providing Thermo-Mechanically Treated bars of grade | Kg | 87.15 | 87.15 | 253.0499 | False | None | None | False | None | False | 22053.298785 | 0 | | 3952120 | 153062 | None | 042 | Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and | No | 2216.55 | 2216.55 | 3.0 | False | None | None | False | None | False | 6649.65 | 0 | | 3952121 | 153062 | None | 043 | PRINTING NEW LETTERS AND FIGURES OF ANY SHADE WITH APPROVED COLOUR | Cum | 1.26 | 1.26 | 200.0 | False | None | None | False | None | False | 252.0 | 0 | | 3952122 | 153062 | None | 044 | Printing Two coats on new concrete surfaces painting two coats after filling the surface with Synthetic enamel paint in all shades on new plastered concrete surfaces. | Sqm | 89.25 | 89.25 | 6.0 | False | None | None | False | None | False | 535.5 | 0 | | 3952123 | 153062 | None | 045 | PIPELINE Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.BWSSB SOR 21-22 P-63 1.3 A105C It.No.2.26.3 | Cum | 998.55 | 998.55 | 3.6 | False | None | None | False | None | False | 3594.78 | 0 | | 3952124 | 153062 | None | 046 | Providing and laying in position plain 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, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately).M20 Design mix using 20mm nominal size graded crushed coarse aggregates.BWSSB-21-22 PN 107 IN H010D 2.5.1 | Cum | 6877.5 | 6877.5 | 3.6 | False | None | None | False | None | False | 24759.0 | 0 | | 3952125 | 153062 | None | 047 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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.(Manual Means).CSR 21-22 PN 5 IN 1.4 | Cum | 389.55 | 389.55 | 36.0 | False | None | None | False | None | False | 14023.8 | 0 | | 3952126 | 153062 | None | 048 | 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: | Cum | 383.25 | 383.25 | 7.2 | False | None | None | False | None | False | 2759.4 | 0 | | 3952127 | 153062 | None | 049 | Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. | Cum | 128.1 | 128.1 | 36.0 | False | None | None | False | None | False | 4611.6 | 0 | | 3952128 | 153062 | None | 050 | Supplying HDPE pipes PE100 PN 6.0 / 6 Kg/cm2 conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. PE100 PN 6.0 / 6 Kg/cm2 BWSSB 2021-22 PAGE NO 126 SOR CODE-K060A to K060F | Rmtr | 137.55 | 137.55 | 80.0 | False | None | None | False | None | False | 11004.0 | 0 | | 3952129 | 153062 | None | 051 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) BWSSB 2021-22 PAGE NO 130&131 I.NO.17 ELECTRO FUSION COUPLER
. | Each | 242.55 | 242.55 | 1.0 | False | None | None | False | None | False | 242.55 | 0 | | 3952130 | 153062 | None | 052 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) BWSSB 2021-22 PAGE NO 130&131 I.NO.17 ELECTRO FUSION TEE | Each | 554.4 | 554.4 | 1.0 | False | None | None | False | None | False | 554.4 | 0 | | 3952131 | 153062 | None | 053 | Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) BWSSB 2021-22 PAGE NO 130&131 I.NO.17 ELECTRO FUSION ELBOW | Each | 475.65 | 475.65 | 1.0 | False | None | None | False | None | False | 475.65 | 0 | | 3952132 | 153062 | None | 054 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10: BWSSB SOR 21-22 P-71 25 B073A to B073A50 mm | Rmtr | 4729.2 | 4729.2 | 1.0 | False | None | None | False | None | False | 4729.2 | 0 | | 3952133 | 153062 | None | 055 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10: BWSSB SOR 21-22 P-71 25 B073A to B073A80 mm | Rmtr | 8413.65 | 8413.65 | 1.0 | False | None | None | False | None | False | 8413.65 | 0 | | 3952134 | 153062 | None | 056 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10: BWSSB SOR 21-22 P-71 25 B073A to B073A100 mm | Rmtr | 9300.9 | 9300.9 | 1.0 | False | None | None | False | None | False | 9300.9 | 0 | | 3952135 | 153062 | None | 057 | PUMPING MACHINERY (MADIYAL TANDA ,NANDUR K,BABLAD IK&NAGOOR) Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 1.5 HP/1.1kW 26 STG (CSR 2021-22, VOL-5, Chapter15, P.No. 158, I.No.7.8) | Each | 20428.8 | 20428.8 | 4.0 | False | None | None | False | None | False | 81715.2 | 0 | | 3952136 | 153062 | None | 058 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x6 Sqm. (CSR 2021-22, VOL-5, Chapter15, P.No. 161, I.No.22.4) | Mtr | 220.5 | 220.5 | 440.0 | False | None | None | False | None | False | 97020.0 | 0 | | 3952137 | 153062 | None | 059 | Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 32mm dia (CSR 2021-22, VOL-5, Chapter13, P.No. 147, I.No. 16.4) | Each | 1404.9 | 1404.9 | 4.0 | False | None | None | False | None | False | 5619.6 | 0 | | 3952138 | 153062 | None | 060 | Providing GM (copper alloy) reflex valves/ globe valves confirming to Class-I and as per IS 778/1990 with latest amendments, 1 No. and with ISI mark screwed female ends confirming to IS 554/ 1990 horizontal body hydraulically tested for 1.50 HP and seat hydraulically tested 1 HP. (CSR 2021-22, VOL-5, Chapter13, P.No. 147, I.No. 17.4) | Each | 636.3 | 636.3 | 4.0 | False | None | None | False | None | False | 2545.2 | 0 | | 3952139 | 153062 | None | 061 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter (CSR 2021-22, VOL-5, Chapter15, P.No. 162, I.No. 29.1) | Each | 9975.0 | 9975.0 | 4.0 | False | None | None | False | None | False | 39900.0 | 0 | | 3952140 | 153062 | None | 062 | Supply and delivery of HDPE pipe grade PE 80/60 as per IS 4984/1995 with latest amendments if any. With ISI mark (RWS DSR 2012-13, I.No. 3(3) P.No.58) 32mm OD | Mtr | 120.75 | 120.75 | 440.0 | False | None | None | False | None | False | 53130.0 | 0 | | 3952141 | 153062 | None | 063 | Supply and delivery at site Accessories for Single Phase pumpset like SS Groove Nipples,SS Studs & Nuts,Screw Clips &water proof Insulation Tape etc complete with ISI mark (CSR 2021-22, VOL-5, Chapter15, P.No. 163, I.No. 36) | Set | 4725.0 | 4725.0 | 4.0 | False | None | None | False | None | False | 18900.0 | 0 | | 3952142 | 153062 | None | 064 | Supply and delivery at site Stringing of heavy duty Naylone/PP rope with
ISI etc complete suitable for Single phase Pumpsets.
(CSR 2021-22, VOL-5, Chapter15, P.No. 163, I.No. 37) | Job | 42.0 | 42.0 | 440.0 | False | None | None | False | None | False | 18480.0 | 0 | | 3952143 | 153062 | None | 065 | Labour Charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges etc., involved in the Job as per specifications,with testing of as per instructions of engineer incharge of work PWD common DSR 2021-22 volume-V Item No P360A,38 p no 163 | Job | 6457.5 | 6457.5 | 4.0 | False | None | None | False | None | False | 25830.0 | 0 | | 3952144 | 153062 | None | 066 | Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. (CSR 2021-22, VOL-5, Chapter15, P.No. 163, I.No. 39) | Job | 1312.5 | 1312.5 | 4.0 | False | None | None | False | None | False | 5250.0 | 0 | | 3952145 | 153062 | None | 067 | Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. 3 x 6 sqmm | Rmtr | 157.5 | 157.5 | 180.0 | False | None | None | False | None | False | 28350.0 | 0 | | 3952146 | 153062 | None | 068 | Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (CSR 2021-22, VOL-5, Chapter15, P.No. 164, I.No. 43) | Mtr | 84.0 | 84.0 | 188.0 | False | None | None | False | None | False | 15792.0 | 0 | | 3952147 | 153062 | None | 069 | Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. for 3x6 Sqm | No | 540.75 | 540.75 | 12.0 | False | None | None | False | None | False | 6489.0 | 0 | | 3952148 | 153062 | None | 070 | Earthing: Supplying 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 proportion 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. (CSR 2021-22, VOL-5, Chapter15, P.No. 164, I.No. 45) | Job | 3937.5 | 3937.5 | 4.0 | False | None | None | False | None | False | 15750.0 | 0 | | 3952149 | 153062 | None | 071 | TARNALLI VILLAGE GLSR Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (Com-Vol-5 SR/I.No 16/Pg.no.112)For outlet pipe 100mm dia | Mtr | 3075.45 | 3075.45 | 4.0 | False | None | None | False | None | False | 12301.8 | 0 | | 3952150 | 153062 | None | 072 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (Com-Vol-5 SR/I.No 16/Pg.no.112)For inlet pipe 80mm dia | Mtr | 2315.25 | 2315.25 | 10.0 | False | None | None | False | None | False | 23152.5 | 0 | | 3952151 | 153062 | None | 073 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (Com-Vol-5 SR/I.No 16/Pg.no.112)For scour pipe 80mm dia | Mtr | 2315.25 | 2315.25 | 4.0 | False | None | None | False | None | False | 9261.0 | 0 | | 3952152 | 153062 | None | 074 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (Com-Vol-5 SR/I.No 16/Pg.no.112)For overflow 80mm dia | Mtr | 2315.25 | 2315.25 | 5.0 | False | None | None | False | None | False | 11576.25 | 0 | | 3952153 | 153062 | None | 075 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (Com-Vol-5 SR/I.No 16/Pg.no.112)For bypass connections 80mm dia | Mtr | 2315.25 | 2315.25 | 6.0 | False | None | None | False | None | False | 13891.5 | 0 | | 3952154 | 153062 | None | 076 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . (Com-Vol-5 SR/I.No 15/Pg.no.112)100mm dia (outlet) | Each | 1897.35 | 1897.35 | 2.0 | False | None | None | False | None | False | 3794.7 | 0 | | 3952155 | 153062 | None | 077 | Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . (Com-Vol-5 SR/I.No 15/Pg.no.112) 80mm dia (Inlet,over flow ,scour & for future connection) | Each | 1602.3 | 1602.3 | 4.0 | False | None | None | False | None | False | 6409.2 | 0 | | 3952156 | 153062 | None | 078 | Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.(RDW&S CIRCLE KLB SR 2019-20 Pg.No. 318 It.No.15.58 ) 100mm dia (outlet) | Each | 420.0 | 420.0 | 2.0 | False | None | None | False | None | False | 840.0 | 0 | | 3952157 | 153062 | None | 079 | Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.(RDW&S CIRCLE KLB SR 2019-20 Pg.No. 318 It.No.15.58 ) 80mm dia (Inlet,over flow and scour) | Each | 350.0 | 350.0 | 6.0 | False | None | None | False | None | False | 2100.0 | 0 | | 3952158 | 153062 | None | 080 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10:100mm dia | Each | 9300.9 | 9300.9 | 1.0 | False | None | None | False | None | False | 9300.9 | 0 | | 3952159 | 153062 | None | 081 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10:100mm dia 80mm dia | Each | 8413.65 | 8413.65 | 3.0 | False | None | None | False | None | False | 25240.95 | 0 | | 3952160 | 153062 | None | 082 | Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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 (Com-Vol-1 SR/I.No1.13/Pg.no.8) In All Kinds of Soils | Cum | 76.65 | 76.65 | 6.23 | False | None | None | False | None | False | 477.5295 | 0 | | 3952161 | 153062 | None | 083 | Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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 (Com-Vol-1 SR/I.No1.13/Pg.no.8) In ordinary Rock Without Blasting | Cum | 285.6 | 285.6 | 24.93 | False | None | None | False | None | False | 7120.008 | 0 | | 3952162 | 153062 | None | 084 | Earth work excavation for pipelines/cables In all kinds of soils. Depth upto 1.50m by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. | Cum | 389.55 | 389.55 | 5.4 | False | None | None | False | None | False | 2103.57 | 0 | | 3952163 | 153062 | None | 085 | Providing and laying in position plain cement concrete PCC 1:2:4 using 40 mm aggregate 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, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately) | Cum | 5959.93 | 5959.93 | 6.03 | False | None | None | False | None | False | 35938.3779 | 0 | | 3952164 | 153062 | None | 086 | Providing and laying in position Reinforced cement concrete of M25 Design Mix for raft, footings, beams below ground level in GLSR 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). | Cum | 8444.56 | 8444.56 | 10.16 | False | None | None | False | None | False | 85796.7296 | 0 | | 3952165 | 153062 | None | 087 | 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 | Cum | 214.2 | 214.2 | 33.47 | False | None | None | False | None | False | 7169.274 | 0 | | 3952166 | 153062 | None | 088 | Providing and laying in position Reinforced cement concrete M30 Design Mix for vertical side walls, effluent channel baffle walls etc. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 20 mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). | Cum | 13732.7 | 13732.7 | 22.58 | False | None | None | False | None | False | 310084.366 | 0 | | 3952167 | 153062 | None | 089 | Providing and laying in position Reinforced cement concrete M30 Design Mix for flat or sloping floor slabs resting on the ground. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 20 mm thick for inside with admixture of water proof compound of requisite proportion, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) (Contractor will make his own arrangements for testing) | Cum | 10817.9 | 10817.9 | 6.8 | False | None | None | False | None | False | 73561.72 | 0 | | 3952168 | 153062 | None | 090 | Providing and laying in position Reinforced cement concrete of M30 Design Mix for top dome. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) | Cum | 18266.6 | 18266.6 | 3.176 | False | None | None | False | None | False | 58014.7216 | 0 | | 3952169 | 153062 | None | 091 | Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)kg88.00 11.33 Providing Thermo-Mechanically Treated bars of grade | Kg | 96.6 | 96.6 | 3417.98 | False | None | None | False | None | False | 330176.868 | 0 | | 3952170 | 153062 | None | 092 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. | Each | 2216.55 | 2216.55 | 1.0 | False | None | None | False | None | False | 2216.55 | 0 | | 3952171 | 153062 | None | 093 | Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: | Each | 4932.9 | 4932.9 | 1.0 | False | None | None | False | None | False | 4932.9 | 0 | | 3952172 | 153062 | None | 094 | Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete | Rmtr | 5355.0 | 5355.0 | 6.0 | False | None | None | False | None | False | 32130.0 | 0 | | 3952173 | 153062 | None | 095 | 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 65 x 65 x 10mm | Rmtr | 4984.35 | 4984.35 | 7.0 | False | None | None | False | None | False | 34890.45 | 0 | | 3952174 | 153062 | None | 096 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: | Sqm | 141.75 | 141.75 | 140.31 | False | None | None | False | None | False | 19888.9425 | 0 | | 3952175 | 153062 | None | 097 | VALUE CHAMBER Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. | Cum | 195.38 | 195.38 | 9.54 | False | None | None | False | None | False | 1863.9252 | 0 | | 3952176 | 153062 | None | 098 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) | Cum | 5831.7 | 5831.7 | 0.8699 | False | None | None | False | None | False | 5072.99583 | 0 | | 3952177 | 153062 | None | 099 | Providing and laying in position Reinforced 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) | Cum | 6552.15 | 6552.15 | 2.811 | False | None | None | False | None | False | 18418.09365 | 0 | | 3952178 | 153062 | None | 100 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)kg88.00 11.33 Providing Thermo-Mechanically Treated bars of grade | Kg | 87.15 | 87.15 | 253.049 | False | None | None | False | None | False | 22053.22035 | 0 | | 3952179 | 153062 | None | 101 | Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and | No | 2216.55 | 2216.55 | 3.0 | False | None | None | False | None | False | 6649.65 | 0 | | 3952180 | 153062 | None | 102 | pumping machinery Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 10 HP | Each | 46212.6 | 46212.6 | 2.0 | False | None | None | False | None | False | 92425.2 | 0 | | 3952181 | 153062 | None | 103 | Supply and delivery at site 50mm(2 ” ) dia heavy duty unplasticized PVC Column pipes with heavy duty collers,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments | Mtr | 603.75 | 603.75 | 180.0 | False | None | None | False | None | False | 108675.0 | 0 | | 3952182 | 153062 | None | 104 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. | Mtr | 304.5 | 304.5 | 200.0 | False | None | None | False | None | False | 60900.0 | 0 | | 3952183 | 153062 | None | 105 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments 50mm dia. | Each | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 3952184 | 153062 | None | 106 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments 50mm dia. | Each | 1338.75 | 1338.75 | 2.0 | False | None | None | False | None | False | 2677.5 | 0 | | 3952185 | 153062 | None | 107 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type | Each | 14962.5 | 14962.5 | 2.0 | False | None | None | False | None | False | 29925.0 | 0 | | 3952186 | 153062 | None | 108 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets | Kvar | 577.5 | 577.5 | 2.0 | False | None | None | False | None | False | 1155.0 | 0 | | 3952187 | 153062 | None | 109 | Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. | Kvar | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 3952188 | 153062 | None | 110 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. | Job | 6457.5 | 6457.5 | 2.0 | False | None | None | False | None | False | 12915.0 | 0 | | 3952189 | 153062 | None | 111 | Labour charges for Erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc., complete. as per specifications, with testing of as per instructions of engineer in-charge of work | Job | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 3952190 | 153062 | None | 112 | Providing main connection from pole - PVC insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. | Mtr | 204.75 | 204.75 | 60.0 | False | None | None | False | None | False | 12285.0 | 0 | | 3952191 | 153062 | None | 113 | Supply and delivery at site Accessories for pumpset like SS Groove Nipples,SS Studs & Nuts,Screw Clips &water proof Insulation Tape etc complete with ISI mark | Set | 4725.0 | 4725.0 | 2.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3952192 | 153062 | None | 114 | Providing main connection from pole PVC insulated sheathed steel wire
cable in new trench as per IS 1554/ 1988 with latest amendments with ISI
mark from KPTCL pole to meter board unit. | Mtr | 141.75 | 141.75 | 30.0 | False | None | None | False | None | False | 4252.5 | 0 | | 3952193 | 153062 | None | 115 | Providing main connection from pole PVC insulated sheathed steel wire
cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI
mark from KPTCL pole to meter board unit. | Mtr | 84.0 | 84.0 | 30.0 | False | None | None | False | None | False | 2520.0 | 0 | | 3952194 | 153062 | None | 116 | Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work | Each | 682.5 | 682.5 | 2.0 | False | None | None | False | None | False | 1365.0 | 0 | | 3952195 | 153062 | None | 117 | Earthing: Supplying 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 proportion 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. | Job | 3937.5 | 3937.5 | 2.0 | False | None | None | False | None | False | 7875.0 | 0 | | 3952196 | 153062 | None | 118 | PUMP HOUSE Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. | Cum | 240.45 | 240.45 | 3.88 | False | None | None | False | None | False | 932.946 | 0 | | 3952197 | 153062 | None | 119 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates | Cum | 6039.6 | 6039.6 | 0.98 | False | None | None | False | None | False | 5918.808 | 0 | | 3952198 | 153062 | None | 120 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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. (The cost of steel reinforcement & formwork to be paid separately) | Cum | 6372.45 | 6372.45 | 4.48 | False | None | None | False | None | False | 28548.576 | 0 | | 3952199 | 153062 | None | 121 | RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm | Each | 17221.05 | 17221.05 | 2.0 | False | None | None | False | None | False | 34442.1 | 0 | | 3952200 | 153062 | None | 122 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. | Each | 1976.1 | 1976.1 | 2.0 | False | None | None | False | None | False | 3952.2 | 0 | | 3952201 | 153062 | None | 123 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including necessary scaffolding and scrapping of old paint and stain with wire brushes and cleaning of paint stains etc. wherever necessary for old RCC over head tanks with all lead and lifts etc. complete for: Tanks staging above 6 m and upto 9 m | Sqm | 153.3 | 153.3 | 46.68 | False | None | None | False | None | False | 7156.044 | 0 | | 3952202 | 153062 | None | 124 | GI PIPELINE Providing,laying and Fixing of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) For Heavy Duty GI Pipe of 50mm dia (DSR 21-22 V-5 P.N 142 Item no-2 N010F)65mm dia | Rmtr | 890.16 | 890.16 | 200.0 | False | None | None | False | None | False | 178032.0 | 0 | | 3952203 | 153062 | None | 125 | Providing,laying and Fixing of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) For Heavy Duty GI Pipe of 50mm dia (DSR 21-22 V-5 P.N 142 Item no-2 N010F)80mm dia | Rmtr | 957.58 | 957.58 | 240.0 | False | None | None | False | None | False | 229819.2 | 0 | | 3952204 | 153062 | None | 126 | Providing,laying and Fixing of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) For Heavy Duty GI Pipe of 50mm dia (DSR 21-22 V-5 P.N 142 Item no-2 N010F)Heavy Duty 80mm dia | Rmtr | 1062.99 | 1062.99 | 75.0 | False | None | None | False | None | False | 79724.25 | 0 | | 3952205 | 153062 | None | 127 | Providing wrought middle steel (galvanized) GI Collar confirming to IS 1239-II, 1991 with latest amendments if any,65mm dia | Each | 268.8 | 268.8 | 33.0 | False | None | None | False | None | False | 8870.4 | 0 | | 3952206 | 153062 | None | 128 | Providing wrought middle steel (galvanized) GI Collar confirming to IS 1239-II, 1991 with latest amendments if any,80mm dia | Each | 362.25 | 362.25 | 75.0 | False | None | None | False | None | False | 27168.75 | 0 | | 3952207 | 153062 | None | 129 | Supplying and delivery at site wrought middle steel (galvanized) GI Elbow confirming to IS 1239-II, 1991 with latest amendments if any,65mm dia | Each | 256.2 | 256.2 | 2.0 | False | None | None | False | None | False | 512.4 | 0 | | 3952208 | 153062 | None | 130 | Supplying and delivery at site wrought middle steel (galvanized) GI Elbow confirming to IS 1239-II, 1991 with latest amendments if any,80mm dia | Each | 359.1 | 359.1 | 1.0 | False | None | None | False | None | False | 359.1 | 0 | | 3952209 | 153062 | None | 131 | Supplying and delivery at site wrought middle steel (galvanized) GI Elbow confirming to IS 1239-II, 1991 with latest amendments if any,100mm dia | Each | 422.1 | 422.1 | 1.0 | False | None | None | False | None | False | 422.1 | 0 | | 3952210 | 153062 | None | 132 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10:50 mm | Each | 4729.2 | 4729.2 | 3.0 | False | None | None | False | None | False | 14187.6 | 0 | | 3952211 | 153062 | None | 133 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10:80 mm | Each | 8413.65 | 8413.65 | 2.0 | False | None | None | False | None | False | 16827.3 | 0 | | 3952212 | 153062 | None | 134 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10:100 mm | Each | 9300.9 | 9300.9 | 1.0 | False | None | None | False | None | False | 9300.9 | 0 |
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