| 1721487888000 | 0 | None | None | Water supply/sewage lines | Construction 10 lakh liter capacity OHT at kuvempunagar KHB colony 1st stage bhodi satva park to provide water supply for part of DMA-1617 and DMA-1517, Mysore | 19677941.62 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3570225 | 129608 | None | 001 | 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 - Ordinary / all soil / hard soil 0-3 mtr depth | Cum | 107.1 | 107.1 | 796.59 | False | None | None | False | None | False | 85314.789 | 0 | | 3570226 | 129608 | None | 002 | 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 Depth upto 1.5 m | Cum | 381.15 | 381.15 | 227.6 | False | None | None | False | None | False | 86749.74 | 0 | | 3570227 | 129608 | None | 003 | 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 Hard Rock ( requiring blasting) Depth upto 1.5 m | Cum | 581.7 | 581.7 | 113.8 | False | None | None | False | None | False | 66197.46 | 0 | | 3570228 | 129608 | None | 004 | 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 ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 446.25 | 446.25 | 122.83 | False | None | None | False | None | False | 54812.8875 | 0 | | 3570229 | 129608 | None | 005 | 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 Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 1176.0 | 1176.0 | 122.83 | False | None | None | False | None | False | 144448.08 | 0 | | 3570230 | 129608 | None | 006 | 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. PCC 1:3:6 using 20 mm aggregate For foundation bed | Cum | 6527.85 | 6527.85 | 36.85 | False | None | None | False | None | False | 240551.2725 | 0 | | 3570231 | 129608 | None | 007 | 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) (Minimum cement content: 340 kgs (6.80 bags)). RCC M25 Design Mix with 20mm aggregate for footings, rafts and combind footing etc.with smooth finishing the exposed faces in CM 1:4, 12mm thick etc. | Cum | 6852.38 | 6852.38 | 254.17 | False | None | None | False | None | False | 1741669.4246 | 0 | | 3570232 | 129608 | None | 008 | Providing and laying in position 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 necessary, 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.(M25 Design Mix) Below ground level | Cum | 11309.76 | 11309.76 | 6.29 | False | None | None | False | None | False | 71138.3904 | 0 | | 3570233 | 129608 | None | 009 | 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)Above GL upto 5.0 M height | Cum | 12214.76 | 12214.76 | 39.22 | False | None | None | False | None | False | 479062.8872 | 0 | | 3570234 | 129608 | None | 010 | 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)Above 5.0 M upto 10.0 M height | Cum | 13076.97 | 13076.97 | 44.22 | False | None | None | False | None | False | 578263.6134 | 0 | | 3570235 | 129608 | None | 011 | 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)Above 10.0 M upto 15.0 M height | Cum | 13220.68 | 13220.68 | 44.54 | False | None | None | False | None | False | 588849.0872 | 0 | | 3570236 | 129608 | None | 012 | 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) | Cum | 12507.5 | 12507.5 | 152.14 | False | None | None | False | None | False | 1902891.05 | 0 | | 3570237 | 129608 | None | 013 | 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) | Cum | 12507.5 | 12507.5 | 61.3 | False | None | None | False | None | False | 766709.75 | 0 | | 3570238 | 129608 | None | 014 | 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) | Cum | 12507.5 | 12507.5 | 33.17 | False | None | None | False | None | False | 414873.775 | 0 | | 3570239 | 129608 | None | 015 | Providing TMT steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position, lapping and or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. | MT | 82961.55 | 82961.55 | 63.51 | False | None | None | False | None | False | 5268888.0405 | 0 | | 3570240 | 129608 | None | 016 | 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 leadand lifts etc. complete with:for 65 x 65 x 8 mm | Rmtr | 4595.85 | 4595.85 | 33.0 | False | None | None | False | None | False | 151663.05 | 0 | | 3570241 | 129608 | None | 017 | Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top.The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. For over head tanks 5 to 10 lakhs capacity. | No | 11338.95 | 11338.95 | 1.0 | False | None | None | False | None | False | 11338.95 | 0 | | 3570242 | 129608 | None | 018 | 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. | No | 2247.0 | 2247.0 | 1.0 | False | None | None | False | None | False | 2247.0 | 0 | | 3570243 | 129608 | None | 019 | 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 complete for 3.68M height | No | 8886.15 | 8886.15 | 1.0 | False | None | None | False | None | False | 8886.15 | 0 | | 3570244 | 129608 | None | 020 | Providing and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for: For Over Head Tanks upto 15m staging | No | 14583.45 | 14583.45 | 1.0 | False | None | None | False | None | False | 14583.45 | 0 | | 3570245 | 129608 | None | 021 | Supplying & fixing D.I/CI puddle flanges confirming to IS 7181-1986 with latest amendments,in position for RCC walls including hoisting and conveying them to work spot with all lead and lift etc., complete For DI/CI puddle flanges of 150mm dia. | No | 2487.45 | 2487.45 | 2.0 | False | None | None | False | None | False | 4974.9 | 0 | | 3570246 | 129608 | None | 022 | Supplying & fixing D.I/CI puddle flanges confirming to IS 7181-1986 with latest amendments,in position for RCC walls including hoisting and conveying them to work spot with all lead and lift etc., complete For DI/CI puddle flanges of 200mm dia. | No | 3369.45 | 3369.45 | 2.0 | False | None | None | False | None | False | 6738.9 | 0 | | 3570247 | 129608 | None | 023 | Supplying & fixing D.I/CI puddle flanges confirming to IS 7181-1986 with latest amendments,in position for RCC walls including hoisting and conveying them to work spot with all lead and lift etc., complete For DI/CI puddle flanges of 250mm dia. | No | 4735.5 | 4735.5 | 2.0 | False | None | None | False | None | False | 9471.0 | 0 | | 3570248 | 129608 | None | 024 | Supplying & fixing D.I/CI puddle flanges confirming to IS 7181-1986 with latest amendments,in position for RCC walls including hoisting and conveying them to work spot with all lead and lift etc., complete For DI/CI puddle flanges of 300mm dia. | No | 5965.05 | 5965.05 | 2.0 | False | None | None | False | None | False | 11930.1 | 0 | | 3570249 | 129608 | None | 025 | Supplying & fixing D.I/CI puddle flanges confirming to IS 7181-1986 with latest amendments,in position for RCC walls including hoisting and conveying them to work spot with all lead and lift etc., complete For DI/CI puddle flanges of 350mm dia. | No | 7785.75 | 7785.75 | 2.0 | False | None | None | False | None | False | 15571.5 | 0 | | 3570250 | 129608 | None | 026 | Supplying, Laying and Jointing DI/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. For double flanged DI/CI pipes of 150mm dia. | Rmtr | 5048.4 | 5048.4 | 20.0 | False | None | None | False | None | False | 100968.0 | 0 | | 3570251 | 129608 | None | 027 | Supplying, Laying and Jointing DI/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. For double flanged DI/CI pipes of 200mm dia | Rmtr | 6921.6 | 6921.6 | 20.0 | False | None | None | False | None | False | 138432.0 | 0 | | 3570252 | 129608 | None | 028 | Supplying, Laying and Jointing DI/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. For double flanged DI/CI pipes of 250mm dia | Rmtr | 9735.6 | 9735.6 | 20.0 | False | None | None | False | None | False | 194712.0 | 0 | | 3570253 | 129608 | None | 029 | Supplying, Laying and Jointing DI/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. For double flanged DI/CI pipes of 300mm dia | Rmtr | 12414.15 | 12414.15 | 50.0 | False | None | None | False | None | False | 620707.5 | 0 | | 3570254 | 129608 | None | 030 | Supplying, Laying and Jointing DI/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. For double flanged DI/CI pipes of 350mm dia | Rmtr | 16502.85 | 16502.85 | 20.0 | False | None | None | False | None | False | 330057.0 | 0 | | 3570255 | 129608 | None | 031 | Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, galvanised bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing) etc. complete 150mm Dia | No | 325.5 | 325.5 | 20.0 | False | None | None | False | None | False | 6510.0 | 0 | | 3570256 | 129608 | None | 032 | Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, galvanised bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing) etc. complete 200mm Dia | No | 350.7 | 350.7 | 20.0 | False | None | None | False | None | False | 7014.0 | 0 | | 3570257 | 129608 | None | 033 | Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, galvanised bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing) etc. complete 250mm Dia | No | 522.9 | 522.9 | 20.0 | False | None | None | False | None | False | 10458.0 | 0 | | 3570258 | 129608 | None | 034 | Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, galvanised bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing) etc. complete 300mm Dia | No | 546.0 | 546.0 | 50.0 | False | None | None | False | None | False | 27300.0 | 0 | | 3570259 | 129608 | None | 035 | Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, galvanised bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing) etc. complete 350mm Dia | No | 742.35 | 742.35 | 20.0 | False | None | None | False | None | False | 14847.0 | 0 | | 3570260 | 129608 | None | 036 | 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 Suilce Valve of PN -10.0 and 80mm | No | 10912.65 | 10912.65 | 4.0 | False | None | None | False | None | False | 43650.6 | 0 | | 3570261 | 129608 | None | 037 | 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 Suilce Valve of PN -10.0 and 100mm | No | 11428.2 | 11428.2 | 4.0 | False | None | None | False | None | False | 45712.8 | 0 | | 3570262 | 129608 | None | 038 | 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 Suilce Valve of PN -10.0 and 150mm | No | 18364.5 | 18364.5 | 4.0 | False | None | None | False | None | False | 73458.0 | 0 | | 3570263 | 129608 | None | 038 | 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 Suilce Valve of PN -10.0 and 200mm | No | 30144.45 | 30144.45 | 4.0 | False | None | None | False | None | False | 120577.8 | 0 | | 3570264 | 129608 | None | 040 | 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 Suilce Valve of PN -10.0 and 250mm | No | 48815.55 | 48815.55 | 2.0 | False | None | None | False | None | False | 97631.1 | 0 | | 3570265 | 129608 | None | 041 | 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 Suilce Valve of PN -10.0 and 300mm | No | 63341.25 | 63341.25 | 2.0 | False | None | None | False | None | False | 126682.5 | 0 | | 3570266 | 129608 | None | 042 | 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 Suilce Valve of PN -10.0 and 350mm | No | 97894.65 | 97894.65 | 3.0 | False | None | None | False | None | False | 293683.95 | 0 | | 3570267 | 129608 | None | 043 | Providing and fixing 40mm dia. GI pipe medium duty pipes hand railing 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 and RCC post) | Rmtr | 1393.35 | 1393.35 | 132.36 | False | None | None | False | None | False | 184423.806 | 0 | | 3570268 | 129608 | None | 044 | 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 | Cum | 168.0 | 168.0 | 1014.92 | False | None | None | False | None | False | 170506.56 | 0 | | 3570269 | 129608 | None | 045 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade 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 as per specifications and as per directions of Engineer-in-charge. Tanks staging above 12 m and upto 15 m | Sqm | 93.45 | 93.45 | 1669.57 | False | None | None | False | None | False | 156021.3165 | 0 | | 3570270 | 129608 | None | 046 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. For Door | Sqm | 4701.9 | 4701.9 | 4.2 | False | None | None | False | None | False | 19747.98 | 0 | | 3570271 | 129608 | None | 047 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 as per specifications and as per directions of Engineer-in charge. For Door | Sqm | 175.35 | 175.35 | 8.4 | False | None | None | False | None | False | 1472.94 | 0 | | 3570272 | 129608 | None | 048 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) including cost of materials, labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. For Ventilator | Kg | 112.35 | 112.35 | 50.0 | False | None | None | False | None | False | 5617.5 | 0 | | 3570273 | 129608 | None | 049 | Manufacturing, providing, trasporting, rolling, lowering, laying,jointing and commissioning of ERW (Electric Resistance Welded)/SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring 323.9 mm dia | Mtr | 8074.5 | 8074.5 | 270.0 | False | None | None | False | None | False | 2180115.0 | 0 | | 3570274 | 129608 | None | 050 | Manufacturing, providing, trasporting, rolling, lowering, laying,jointing and commissioning of ERW (Electric Resistance Welded)/SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring 355.6 mm dia | Mtr | 8812.65 | 8812.65 | 75.0 | False | None | None | False | None | False | 660948.75 | 0 | | 3570275 | 129608 | None | 051 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with Each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing for: Note: 1) For small works where the C.M. lining is not practicable for inside surface of the pipe, food grade expoxy painting of two coat over one coat of epoxy primer may be proposed and got approved. 2) The above rates are applicable only for pipe works etc. complete Bolts & nuts | Kg | 178.5 | 178.5 | 480.0 | False | None | None | False | None | False | 85680.0 | 0 | | 3570276 | 129608 | None | 052 | Providing Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: For 150 X 90 | Each | 5420.1 | 5420.1 | 2.0 | False | None | None | False | None | False | 10840.2 | 0 | | 3570277 | 129608 | None | 053 | Providing Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: For 200 X 90 | Each | 9187.5 | 9187.5 | 2.0 | False | None | None | False | None | False | 18375.0 | 0 | | 3570278 | 129608 | None | 054 | Providing Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: For 250 X 90 | Each | 14458.5 | 14458.5 | 2.0 | False | None | None | False | None | False | 28917.0 | 0 | | 3570279 | 129608 | None | 055 | Providing Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: For 300 X 90 | Each | 19236.0 | 19236.0 | 2.0 | False | None | None | False | None | False | 38472.0 | 0 | | 3570280 | 129608 | None | 056 | Providing Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: For 350 X 90 | Each | 27134.1 | 27134.1 | 2.0 | False | None | None | False | None | False | 54268.2 | 0 | | 3570281 | 129608 | None | 057 | Providing, fabricaing, supplying and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge for: 100mm dia, 10mm thick | Each | 725.55 | 725.55 | 8.0 | False | None | None | False | None | False | 5804.4 | 0 | | 3570282 | 129608 | None | 058 | Providing, fabricaing, supplying and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge for: 150mm dia, 16mm thick | Each | 1688.4 | 1688.4 | 8.0 | False | None | None | False | None | False | 13507.2 | 0 | | 3570283 | 129608 | None | 059 | Providing, fabricaing, supplying and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge for: 200mm dia, 16mm thick | Each | 2363.55 | 2363.55 | 8.0 | False | None | None | False | None | False | 18908.4 | 0 | | 3570284 | 129608 | None | 060 | Providing, fabricaing, supplying and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge for:250mm dia, 16mm thick | Each | 3123.75 | 3123.75 | 2.0 | False | None | None | False | None | False | 6247.5 | 0 | | 3570285 | 129608 | None | 061 | Providing, fabricaing, supplying and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge for:300mm dia, 16mm thick | Each | 3640.35 | 3640.35 | 2.0 | False | None | None | False | None | False | 7280.7 | 0 | | 3570286 | 129608 | None | 062 | Providing, fabricaing, supplying and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge for:400mm dia, 20mm thick | Each | 5697.3 | 5697.3 | 2.0 | False | None | None | False | None | False | 11394.6 | 0 | | 3570287 | 129608 | None | 063 | Supplying, 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. HDPE Grade PE80-PN8.0 for:90mm dia | Rmtr | 401.1 | 401.1 | 120.0 | False | None | None | False | None | False | 48132.0 | 0 | | 3570288 | 129608 | None | 064 | Supplying, 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. HDPE Grade PE80-PN8.0 for:110mm dia | Rmtr | 580.65 | 580.65 | 80.0 | False | None | None | False | None | False | 46452.0 | 0 | | 3570289 | 129608 | None | 065 | Supplying, 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. HDPE Grade PE80-PN8.0 for:160mm dia | Rmtr | 1198.05 | 1198.05 | 50.0 | False | None | None | False | None | False | 59902.5 | 0 | | 3570290 | 129608 | None | 066 | Supplying, 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. HDPE Grade PE80-PN8.0 for:200mm dia | Rmtr | 1803.9 | 1803.9 | 50.0 | False | None | None | False | None | False | 90195.0 | 0 | | 3570291 | 129608 | None | 067 | 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. PCC 1:3:6 using 20 mm aggregate | Cum | 6527.85 | 6527.85 | 10.76 | False | None | None | False | None | False | 70239.666 | 0 | | 3570292 | 129608 | None | 068 | 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. PCC 1:2:4 using 20 mm aggregate | Cum | 6555.15 | 6555.15 | 10.76 | False | None | None | False | None | False | 70533.414 | 0 | | 3570293 | 129608 | None | 069 | 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 1.5 m | Cum | 254.1 | 254.1 | 49.37 | False | None | None | False | None | False | 12544.917 | 0 | | 3570294 | 129608 | None | 070 | 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 pecifications, 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. In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 313.95 | 313.95 | 8.71 | False | None | None | False | None | False | 2734.5045 | 0 | | 3570295 | 129608 | None | 071 | 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 pecifications, 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. In ordinary/soft rock without blasting for Depth exceeding 1.5m, but not exceeding 3 m | Cum | 467.25 | 467.25 | 27.1 | False | None | None | False | None | False | 12662.475 | 0 | | 3570296 | 129608 | None | 072 | 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, form work, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size \graded crushed coarse aggregates for PCC For valve chamber | Cum | 6527.85 | 6527.85 | 5.81 | False | None | None | False | None | False | 37926.8085 | 0 | | 3570297 | 129608 | None | 073 | 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, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing, form work, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - for footing | Cum | 6918.91 | 6918.91 | 5.29 | False | None | None | False | None | False | 36601.0339 | 0 | | 3570298 | 129608 | None | 074 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, form work, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7484.4 | 7484.4 | 28.88 | False | None | None | False | None | False | 216149.472 | 0 | | 3570299 | 129608 | None | 075 | 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.a. Buildings | MT | 82961.6 | 82961.6 | 3.42 | False | None | None | False | None | False | 283728.672 | 0 | | 3570300 | 129608 | None | 076 | 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 | 279.3 | 279.3 | 112.29 | False | None | None | False | None | False | 31362.597 | 0 |
|