| 1721540709000 | 0 | None | None | Water supply/sewage lines | Providing and liking water supply pipeline and installation of valves to newly constructing 15.00 lakh liter OHT at GPR premises, Construction of pump house building and commissioning of motors at devanoor pump house premises and Providing and laying MS pipeline from KEB quarters circle to KEB office, Mysore | 29755470.02 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3570795 | 129673 | None | 001 | Cutting of Asphalt road surface for pipe line trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc., in the following classification. Pipe of 355.6mm dia -6.0mm thick | Cum | 935.55 | 935.55 | 48.0 | False | None | None | False | None | False | 44906.4 | 0 | | 3570796 | 129673 | None | 002 | Cutting of Macadam road surface for pipe line trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc., in the following classification. Pipe of 355.6mm dia -6.0mm thick | Cum | 856.8 | 856.8 | 72.0 | False | None | None | False | None | False | 61689.6 | 0 | | 3570797 | 129673 | None | 003 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. 0 to 1.5 M depth: In all kinds of soils | Cum | 275.1 | 275.1 | 846.0 | False | None | None | False | None | False | 232734.6 | 0 | | 3570798 | 129673 | None | 004 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. 1.50 to 3.00 M depth: In all kinds of soils | Cum | 347.55 | 347.55 | 162.0 | False | None | None | False | None | False | 56303.1 | 0 | | 3570799 | 129673 | None | 005 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. 0 to 1.50 M depth: Disintegrated rock | Cum | 476.7 | 476.7 | 144.0 | False | None | None | False | None | False | 68644.8 | 0 | | 3570800 | 129673 | None | 006 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. 1.50 to 3.00 M depth: Disintegrated rock | Cum | 584.85 | 584.85 | 72.0 | False | None | None | False | None | False | 42109.2 | 0 | | 3570801 | 129673 | None | 007 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. 1.50 to 3.00 M depth: In Hard rock (requiring blasting) | Cum | 1064.7 | 1064.7 | 36.0 | False | None | None | False | None | False | 38329.2 | 0 | | 3570802 | 129673 | None | 008 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). For MS Pipes of 219mm dia Note: a) No Negative tolerance in respect of thickness is pemissible. b) Basic Cost of MS Plate is considered as Rs.71,700/- per MT c) The pipe costs are FOR destination any where in the Karntaka Pipe of 355.6mm dia -6.0mm thick | Rmtr | 7224.0 | 7224.0 | 400.0 | False | None | None | False | None | False | 2889600.0 | 0 | | 3570803 | 129673 | None | 009 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). For MS Pipes Pipe of 457mm dia-8.7mm thick | Rmtr | 12311.25 | 12311.25 | 179.0 | False | None | None | False | None | False | 2203713.75 | 0 | | 3570804 | 129673 | None | 010 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). For Pipe of 355.6mm dia -8.7mm thick | Rmtr | 9544.5 | 9544.5 | 30.0 | False | None | None | False | None | False | 286335.0 | 0 | | 3570805 | 129673 | None | 011 | Providing, fabricaing and fixing at site various diameters of MS Flangesas 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:Ms Flanges 400mm dia 20mm thick | Each | 5697.3 | 5697.3 | 6.0 | False | None | None | False | None | False | 34183.8 | 0 | | 3570806 | 129673 | None | 012 | Providing, fabricaing and fixing at site various diameters of MS Flangesas 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:Ms Flanges 450mm dia 20mm thick. | Each | 6754.65 | 6754.65 | 20.0 | False | None | None | False | None | False | 135093.0 | 0 | | 3570807 | 129673 | None | 013 | Providing, of DI flanged pipe conforming to IS 8329 : 2000 with latestamendments with Cement Mortar Lining (CML) with Portland SlagCement as per IS 455:1989 and Metallic Zinc Coating as per annexure Aof IS 8329 with finishing layer of Bituminous Coating as per Annexure C of IS 8329 and Flanges: Metallic zinc rich epoxy paint & Bituminous Coating, laying true to line and hoisting in position and aligning to correct plumb including cost of jointing material, conveying to work spot with and complete as directed by Engineer in charge.For PN 16 For PN 16 150mm dia For Scour pipe | Mtr | 7138.95 | 7138.95 | 25.0 | False | None | None | False | None | False | 178473.75 | 0 | | 3570808 | 129673 | None | 014 | Providing, of DI flanged pipe conforming to IS 8329 : 2000 with latestamendments with Cement Mortar Lining (CML) with Portland SlagCement as per IS 455:1989 and Metallic Zinc Coating as per annexure Aof IS 8329 with finishing layer of Bituminous Coating as per Annexure C of IS 8329 and Flanges: Metallic zinc rich epoxy paint & Bituminous Coating, laying true to line and hoisting in position and aligning to correct plumb including cost of jointing material, conveying to work spot with and complete as directed by Engineer in charge.For PN 16 350mm dia for outlet-1 | Mtr | 22752.45 | 22752.45 | 25.0 | False | None | None | False | None | False | 568811.25 | 0 | | 3570809 | 129673 | None | 015 | Providing, of DI flanged pipe conforming to IS 8329 : 2000 with latestamendments with Cement Mortar Lining (CML) with Portland SlagCement as per IS 455:1989 and Metallic Zinc Coating as per annexure Aof IS 8329 with finishing layer of Bituminous Coating as per Annexure C of IS 8329 and Flanges: Metallic zinc rich epoxy paint & Bituminous Coating, laying true to line and hoisting in position and aligning to correct plumb including cost of jointing material, conveying to work spot with and complete as directed by Engineer in charge.For PN 16 450mm dia for R/s, O/F, Delivery-2Nos | Mtr | 35481.6 | 35481.6 | 110.0 | False | None | None | False | None | False | 3902976.0 | 0 | | 3570810 | 129673 | None | 016 | Providing and fixing following diameters CI Duck Foot Bends as per IS standards with latest amendments.Complete with all lead and lifts and complete as directed by Engineer in charge 150mm dia | Mtr | 5420.1 | 5420.1 | 1.0 | False | None | None | False | None | False | 5420.1 | 0 | | 3570811 | 129673 | None | 017 | Providing and fixing following diameters CI Duck Foot Bends as per IS standards with latest amendments.Complete with all lead and lifts and complete as directed by Engineer in charge 350mm dia Duck foot bend | Mtr | 27134.1 | 27134.1 | 1.0 | False | None | None | False | None | False | 27134.1 | 0 | | 3570812 | 129673 | None | 018 | Providing and fixing following diameters CI Duck Foot Bends as per IS standards with latest amendments.Complete with all lead and lifts and complete as directed by Engineer in charge 450mm dia Duck foot bend | Mtr | 40185.6 | 40185.6 | 4.0 | False | None | None | False | None | False | 160742.4 | 0 | | 3570813 | 129673 | None | 019 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE ofvariouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865with the latest amendments and of grade GGG 40/50, shaft of stainlesssteel, wedge fullyrubber lined with EDPM seals of NBR and the valvesshould be vacum tight and 100% leak proof with face to face dimensionsas per IS 14846-2000 with the latest amendments only. The stem sealingshould be with toroidal sealing rings (minimum 2 " O " rings). Body andbonnet should be coated with Electrostatically applied Epoxy PowderCoating with minimum coating thickness of 250 micron both inside andoutside. 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 MSpipes estimates, TP sets cost of corresponding dia shall be deducted from he SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN 16.0 and 150mm For Scour pipe | Each | 22207.5 | 22207.5 | 1.0 | False | None | None | False | None | False | 22207.5 | 0 | | 3570814 | 129673 | None | 020 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE ofvariouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865with the latest amendments and of grade GGG 40/50, shaft of stainlesssteel, wedge fullyrubber lined with EDPM seals of NBR and the valvesshould be vacum tight and 100% leak proof with face to face dimensionsas per IS 14846-2000 with the latest amendments only. The stem sealingshould be with toroidal sealing rings (minimum 2 " O " rings). Body andbonnet should be coated with Electrostatically applied Epoxy PowderCoating with minimum coating thickness of 250 micron both inside andoutside. 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 MSpipes estimates, TP sets cost of corresponding dia shall be deducted from he SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN - 10.0 and 300mm for outlet -1 | Each | 63341.25 | 63341.25 | 1.0 | False | None | None | False | None | False | 63341.25 | 0 | | 3570815 | 129673 | None | 021 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE ofvariouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865with the latest amendments and of grade GGG 40/50, shaft of stainlesssteel, wedge fullyrubber lined with EDPM seals of NBR and the valvesshould be vacum tight and 100% leak proof with face to face dimensionsas per IS 14846-2000 with the latest amendments only. The stem sealingshould be with toroidal sealing rings (minimum 2 " O " rings). Body andbonnet should be coated with Electrostatically applied Epoxy PowderCoating with minimum coating thickness of 250 micron both inside andoutside. 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 MSpipes estimates, TP sets cost of corresponding dia shall be deducted from he SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN 16.0 and 350mm dia for outlet -1 | Each | 137428.2 | 137428.2 | 1.0 | False | None | None | False | None | False | 137428.2 | 0 | | 3570816 | 129673 | None | 022 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE ofvariouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865with the latest amendments and of grade GGG 40/50, shaft of stainlesssteel, wedge fullyrubber lined with EDPM seals of NBR and the valvesshould be vacum tight and 100% leak proof with face to face dimensionsas per IS 14846-2000 with the latest amendments only. The stem sealingshould be with toroidal sealing rings (minimum 2 " O " rings). Body andbonnet should be coated with Electrostatically applied Epoxy PowderCoating with minimum coating thickness of 250 micron both inside andoutside. 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 MSpipes estimates, TP sets cost of corresponding dia shall be deducted from he SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN 16.0 and 450mm dia for R/s, , Delivery-2Nos | Each | 233986.2 | 233986.2 | 8.0 | False | None | None | False | None | False | 1871889.6 | 0 | | 3570817 | 129673 | None | 023 | Providing and fixing of Double Flanged Resilient seated short bodyButterfly valves of various dis. As per IS 13095/en 593 with integral DIseat face with approved soft sealing with body and disc of Ductile Iron(DI) of grade GGG-40/50, Body seat & Seal retaining ring of SS 304/CF8,Shaft of stainless steel AISI 410/420/431, Bronze shaft bearing, periferaldisk, seal end "o" rings of EPDM, double eccentric disk. Body and diskshould be coated with electrostatcially applied epoxy powder coatingwith a coating thickness of 250 micron both inside and out side. Therate is inclusive of cost of valve, TP set, galvanised bolts and nuts andrubber insertions. For PN 10.0 (All the drilled holes in the body shall be of through holes, no tapped holes will be allowed.) (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. Complte 350mm dia PN 16 BV | Each | 89994.45 | 89994.45 | 2.0 | False | None | None | False | None | False | 179988.9 | 0 | | 3570818 | 129673 | None | 024 | 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 Pipe bends,branches, tail pieces, reducers etc. for upto 500mm dia pipes | Kg | 178.5 | 178.5 | 3980.0 | False | None | None | False | None | False | 710430.0 | 0 | | 3570819 | 129673 | None | 025 | Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness including disposing off the surplus earth with all lead and lift. | Cum | 168.0 | 168.0 | 1260.0 | False | None | None | False | None | False | 211680.0 | 0 | | 3570820 | 129673 | None | 026 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work . In all kinds of soils Depth upto 3 m | Cum | 254.1 | 254.1 | 61.95 | False | None | None | False | None | False | 15741.495 | 0 | | 3570821 | 129673 | None | 027 | Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenan) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. Pcc for tank Chambers | Cum | 6724.2 | 6724.2 | 4.8 | False | None | None | False | None | False | 32276.16 | 0 | | 3570822 | 129673 | None | 028 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) Raft Cocrete For Chambers | Cum | 6652.8 | 6652.8 | 5.18 | False | None | None | False | None | False | 34461.504 | 0 | | 3570823 | 129673 | None | 029 | 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)) Side wall Cocrete For Chambers | Cum | 7079.1 | 7079.1 | 91.78 | False | None | None | False | None | False | 649719.798 | 0 | | 3570824 | 129673 | None | 030 | Steel Fabrication 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 Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing and technical specification. For Raft and Wall Chamber Concrete @ 82 Kgs/Cum | MT | 77398.65 | 77398.65 | 7.95 | False | None | None | False | None | False | 615319.2675 | 0 | | 3570825 | 129673 | None | 031 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 236.25 | 236.25 | 87.36 | False | None | None | False | None | False | 20638.8 | 0 | | 3570826 | 129673 | None | 032 | 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. 15LL OHT 18m Staging Shaft wall Concrete Shaft Wall Concrete 15to 18m Staging For 15ll OHT | Sqm | 12741.67 | 12741.67 | 45.15 | False | None | None | False | None | False | 575286.4005 | 0 | | 3570827 | 129673 | None | 033 | 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 | MT | 82961.55 | 82961.55 | 19.97 | False | None | None | False | None | False | 1656742.1535 | 0 | | 3570828 | 129673 | None | 034 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenance srequired to complete the work as per technical specifications Thrust block for Ms bends | Cum | 6601.35 | 6601.35 | 9.0 | False | None | None | False | None | False | 59412.15 | 0 | | 3570829 | 129673 | None | 035 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in- charge. | Cum | 831.6 | 831.6 | 24.12 | False | None | None | False | None | False | 20058.192 | 0 | | 3570830 | 129673 | None | 036 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 506.1 | 506.1 | 22.6 | False | None | None | False | None | False | 11437.86 | 0 | | 3570831 | 129673 | None | 037 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & depth not exceeding 300mm 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 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 appurtenances required to complete the work | Cum | 380.1 | 380.1 | 225.03 | False | None | None | False | None | False | 85533.903 | 0 | | 3570832 | 129673 | None | 038 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier underN and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20 percent E.C. / Lindane 20 percent E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. | Cum | 123.9 | 123.9 | 129.8 | False | None | None | False | None | False | 16082.22 | 0 | | 3570833 | 129673 | None | 039 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. | Cum | 5947.2 | 5947.2 | 14.24 | False | None | None | False | None | False | 84688.128 | 0 | | 3570834 | 129673 | None | 040 | Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, costBof all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. | Cum | 6601.35 | 6601.35 | 38.56 | False | None | None | False | None | False | 254548.056 | 0 | | 3570835 | 129673 | None | 041 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Foundation in CM 1:6. | Cum | 6692.7 | 6692.7 | 47.1 | False | None | None | False | None | False | 315226.17 | 0 | | 3570836 | 129673 | None | 042 | Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, costBof all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications | Cum | 6652.8 | 6652.8 | 21.3 | False | None | None | False | None | False | 141704.64 | 0 | | 3570837 | 129673 | None | 043 | 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 | Kg | 93.92 | 93.92 | 4489.5 | False | None | None | False | None | False | 421653.84 | 0 | | 3570838 | 129673 | None | 044 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work | Cum | 8367.45 | 8367.45 | 32.49 | False | None | None | False | None | False | 271858.4505 | 0 | | 3570839 | 129673 | None | 045 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.(0.63 mm thick with zinc coating not less than 275 g/m²) | Sqm | 677.25 | 677.25 | 80.0 | False | None | None | False | None | False | 54180.0 | 0 | | 3570840 | 129673 | None | 046 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge | Sqm | 267.75 | 267.75 | 110.75 | False | None | None | False | None | False | 29653.3125 | 0 | | 3570841 | 129673 | None | 047 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge | Sqm | 371.7 | 371.7 | 177.55 | False | None | None | False | None | False | 65995.335 | 0 | | 3570842 | 129673 | None | 048 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, NB hardening compound mixed @ 2 L per 50 kg of cement or as per direction of Engineer incharge. | Sqm | 840.0 | 840.0 | 50.4 | False | None | None | False | None | False | 42336.0 | 0 | | 3570843 | 129673 | None | 049 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 4562.25 | 4562.25 | 8.64 | False | None | None | False | None | False | 39417.84 | 0 | | 3570844 | 129673 | None | 050 | 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. | Sqm | 4701.9 | 4701.9 | 195.41 | False | None | None | False | None | False | 918798.279 | 0 | | 3570845 | 129673 | None | 051 | Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and drawing, rate excluding excavation and cement concrete. | Mtr | 3237.15 | 3237.15 | 16.0 | False | None | None | False | None | False | 51794.4 | 0 | | 3570846 | 129673 | None | 052 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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 | Sqm | 133.35 | 133.35 | 288.3 | False | None | None | False | None | False | 38444.805 | 0 | | 3570847 | 129673 | None | 053 | Providing and laying water proofing treatment to the Rafts, Below grade slab, Lift pits, water retaining structures with fully bonded 1.5 mm thick HDPE waterproofing pressure sensitive adhesive membrane over PCC before laying raft concrete having higher puncture resistance of 1000N as per ASTM E 154, confirming to BS 8102 & IS 16471:2017, requirements of UG waterproofing structures. Laying adjacent sheets by keeping overlap of 75mm, end overlaps to be treated using double sided tape. The membrane shall have Tensile strength greater than 25 Mpa as per ASTM D 412, Elongation greater than 500% as per ASTM D 412, Hydrostatic head resistance greater than 70m head of water as per ASTM D 5385, Low Temperature Flexibility: -25 deg C, Peel Adhesion to Concrete greater than 880 N/m as per ASTM D 903 Modified, UV Exposure greater than 45 Days. The finished cost including surface preparation completely as per specification. | Sqm | 1135.05 | 1135.05 | 75.21 | False | None | None | False | None | False | 85367.1105 | 0 | | 3570848 | 129673 | None | 054 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm 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 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 oflabour, tools, usage & other appurtenances required to complete the work. | Sqm | 95.55 | 95.55 | 28.2 | False | None | None | False | None | False | 2694.51 | 0 | | 3570849 | 129673 | None | 055 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 132.21 | False | None | None | False | None | False | 11799.7425 | 0 | | 3570850 | 129673 | None | 056 | Pumps: Supply & delivery at site brand new, best efficient Mather & platt/Beacon weir/Kirloskar/Flowmore/Jyoti/Voltas/or any otherBoard approved make horizontal split case centrifugal pump confirming to the latest ISS 1520 & ISS 5120 and the following description: a) Duty condition: Capable of delivering variable flow of Minimum 171.51LPS of pure water containing turbidity upto 6000 ppm against a total head of 28 mtrs. (including a suction lift of 3.5 mtrs) a1) Parallel operation : When operated parallelly 2 pump should deliver a combined discharge of 343.02 LPS against a total head of 28Mtr b) Speed:- Duty condition should be met at 1450 RPM. c) Shutt off head:- Min 110% and Max 130% of the specified head. d) Material of construction:1) Casing - Cast Iron, 2) Impellor - Phosphor Bronze- IS 28 Gr I / CF 8M , 3) Shaft - Stainless steel shaft - SS 410, 4) Stuffing Box - Graphite Asbestos packing, 5) Wear Rings - Phosphor Bronze, 6) Gland - Cast Iron, 7) Inter Stage Ring - Phosphor Bronze, 8) Shaft Sleeve & Nuts - Bronze, 9) Neck ring - Bronze, e) Driving end bearing : lubricated roller/ball/journal bearing, f) Non driving end bearing : Grease lubricated deep groove ball bearing as well as journal bearing or deep groove ball bearing only., g) Coupling : Suitable size vibration proof flexible coupling with coupling guard, as recommended by the manufacturer of pump, for coupling to motor., h) Base plate: Heavy duty common CI/MS base plate for pump and motor with suitable 'I' section girders, channels, plates, bolts & nuts etc., i) Vibration insulator, NOTE:-(1) The duty condition of the pump should be at BEP or to the left of the BEP., 2) The pump is required to work at an altitude of 0.00m above MSL and at a max. ambient temperature of 45 degree C., 3) The Board reserves the right to select any stipulated make of pump, 4) The loading for low efficient pump will be done based on the excess power consumed by it over a period of 15 years, when compared to the best efficient pump. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 904000.0 | 904000.0 | 3.0 | False | None | None | False | None | False | 2712000.0 | 0 | | 3570851 | 129673 | None | 057 | Motor:- 100HP / 55.95KW of Kirloskar / Elgi / Jyothi/Alstom/ABB make or any other make approved by the Board Horizontal Motor compatible for variable frequency mounted SPDP, squirrel cage linduction 1,500 RPM motor for contineous duty conforming to IS 4691 and IS 325 for operation on 3 ph, 50 Hz.430 volts, a) Protection : IP 23, b) Insulation: " F" Class, c) Ambient temperature: Upto 45 Degree C, d) Cushion: 15% more than maximum power required by the pump and capable of providing rated output upto + or - 10% voltage variation and /or + or - 3% frequency variation or combination of both., e) Driving end bearing : Grease lubricated roller bearing, f) Non driving end bearing : Grease lubricated ball bearing, Cost including fixing of base plate by making all n/c civil works arrangements, g) Temperature Scanner shall be micontroller based for communicating to PC in DAS/SCADA environment with following features i) Eight channel, universal input with option of mixed inputs ii) Accuracy =/-0.1% fs
iii)RS 232/485 series interface iv) Modular structure with plug in cards v) Individual alarm and trip setting for each channel vi)Programming, configuaration, calibration and operation and by front panel tactile keys vii) upto 6 groups(upto 12 relays) user configuarable channel to group mapping i) Sound level meter- embeded within the motor shall be provided serial interface with RS 232/485 (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 785000.0 | 785000.0 | 3.0 | False | None | None | False | None | False | 2355000.0 | 0 | | 3570852 | 129673 | None | 058 | Double flanged pipes and specials (Suction side):-Supply and delivery at site brand new best indegenous make double flanged Mild Steel, 8.00mm thick pipes and specials class suitable for test pressure equivalent to twice the working pressure. The pipes should be coated with food grade epoxy primer coat of 45 microns thick and two coats of food grade nonphelic/nontoxic berger/poladian/Akzo Noble make epoxy paint of 80 microns thick each coat inside and anticorrossive paint outside. The Pipes should be tested as per Is 3589/1966. The welding should be done as per IS 2825-1969. The thickness of flanges should be 25mm thick and shall conform to IS 6392-1971 The cost includes all 1)For Suction Connections: a) Minimum 350mm dia or suitable size flanged pipes. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Mtr | 8500.0 | 8500.0 | 54.0 | False | None | None | False | None | False | 459000.0 | 0 | | 3570853 | 129673 | None | 059 | Double flanged pipes and specials (Suction side):-Supply and delivery at site brand new best indegenous make double flanged Mild Steel, 8.00mm thick pipes and specials class suitable for test pressure equivalent to twice the working pressure. The pipes should be coated with food grade epoxy primer coat of 45 microns thick and two coats of food grade nonphelic/nontoxic berger/poladian/Akzo Noble make epoxy paint of 80 microns thick each coat inside and anticorrossive paint outside. The Pipes should be tested as per Is 3589/1966. The welding should be done as per IS 2825-1969. The thickness of flanges should be 25mm thick and shall conform to IS 6392-1971 The cost includes all 1)For Suction Connections: b) Minimum 350mm dia or suitable size flanged Radial Bend (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 15000.0 | 15000.0 | 3.0 | False | None | None | False | None | False | 45000.0 | 0 | | 3570854 | 129673 | None | 060 | Double flanged pipes and specials (Suction side):-Supply and delivery at site brand new best indegenous make double flanged Mild Steel, 8.00mm thick pipes and specials class suitable for test pressure equivalent to twice the working pressure. The pipes should be coated with food grade epoxy primer coat of 45 microns thick and two coats of food grade nonphelic/nontoxic berger/poladian/Akzo Noble make epoxy paint of 80 microns thick each coat inside and anticorrossive paint outside. The Pipes should be tested as per Is 3589/1966. The welding should be done as per IS 2825-1969. The thickness of flanges should be 25mm thick and shall conform to IS 6392-1971 The cost includes all 1)For Suction Connections:c) Approximate 300 X 350mm flanged eccentric expanders. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 14000.0 | 14000.0 | 3.0 | False | None | None | False | None | False | 42000.0 | 0 | | 3570855 | 129673 | None | 061 | Double flanged pipes and specials (Suction side):-Supply and delivery at site brand new best indegenous make double flanged Mild Steel, 8.00mm thick pipes and specials class suitable for test pressure equivalent to twice the working pressure. The pipes should be coated with food grade epoxy primer coat of 45 microns thick and two coats of food grade nonphelic/nontoxic berger/poladian/Akzo Noble make epoxy paint of 80 microns thick each coat inside and anticorrossive paint outside. The Pipes should be tested as per Is 3589/1966. The welding should be done as per IS 2825-1969. The thickness of flanges should be 25mm thick and shall conform to IS 6392-1971 The cost includes all 1)For Suction Connections:d) Minimum 350mm dia or suitable size flanged HGC/Ball foot valve of Kirloskar / Normex / IVI / Leader make. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 1075.0 | 1075.0 | 3.0 | False | None | None | False | None | False | 3225.0 | 0 | | 3570856 | 129673 | None | 062 | Double flanged pipes and specials (Suction side):-Supply and delivery at site brand new best indegenous make double flanged Mild Steel, 8.00mm thick pipes and specials class suitable for test pressure equivalent to twice the working pressure. The pipes should be coated with food grade epoxy primer coat of 45 microns thick and two coats of food grade nonphelic/nontoxic berger/poladian/Akzo Noble make epoxy paint of 80 microns thick each coat inside and anticorrossive paint outside. The Pipes should be tested as per Is 3589/1966. The welding should be done as per IS 2825-1969. The thickness of flanges should be 25mm thick and shall conform to IS 6392-1971 The cost includes all For delivery Connections:a) Minimum 300mm dia or suitable size flanged pipes (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Mtr | 8500.0 | 8500.0 | 45.0 | False | None | None | False | None | False | 382500.0 | 0 | | 3570857 | 129673 | None | 063 | Double flanged pipes and specials (Suction side):-Supply and delivery at site brand new best indegenous make double flanged Mild Steel, 8.00mm thick pipes and specials class suitable for test pressure equivalent to twice the working pressure. The pipes should be coated with food grade epoxy primer coat of 45 microns thick and two coats of food grade nonphelic/nontoxic berger/poladian/Akzo Noble make epoxy paint of 80 microns thick each coat inside and anticorrossive paint outside. The Pipes should be tested as per Is 3589/1966. The welding should be done as per IS 2825-1969. The thickness of flanges should be 25mm thick and shall conform to IS 6392-1971 The cost includes all For delivery Connections:b) Approximate 250 X 300mm dia or suitable size double flanges expanders (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 9500.0 | 9500.0 | 3.0 | False | None | None | False | None | False | 28500.0 | 0 | | 3570858 | 129673 | None | 064 | Supply and delivery of Resilient seated soft sealing 300mm dia PN 10 Sluice Valves with body, bonnet of ductile cast iron of grade GGG40, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vaccume tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/DIN3202 f4\f5. The stem sealing should be with toroidal sealing rings (Minimum 2 O-rings) All the valves should be with Electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers of GKW/ KITO/NEXO/TECHMAN or any other equivalent international approved brand. The valve should be supplied along with epack actuatior along with inductive type position transmitter suitable gear box arrangement. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 49000.0 | 49000.0 | 3.0 | False | None | None | False | None | False | 147000.0 | 0 | | 3570859 | 129673 | None | 065 | D.I. CHECK VALVES WITHOUT DAMPER ARRANGEMENTS Supply and delivery of Ductile Iron Double Flanged 300mm dia PN 10Check Valve Slanted Seated with metallic, corrosion proof and wear resistant seat faces, Body and disc of ductile Cast iron GGG40/SG IRON 420/12. Shafts of stainless steel,shaft bearing of Zinc free bronze and seat faces with nickel weld overlay, micro finished. All the inside and outside of the body is to be coated with double coating of epoxy liquid lacquer.The maximum travel of the disc is to be limited to 59 degrees to ensure quick clousure. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 205530.0 | 205530.0 | 3.0 | False | None | None | False | None | False | 616590.0 | 0 | | 3570860 | 129673 | None | 066 | Supply & delivery at site WIKA/Forbes Marshall/OR any other Board approved make glycerene filled stainless steel pressure gauge of 150mm dia suitable for the above pumpsets with nipple, stop cock & two way cock for cleaning & necessary length of copper tubing suitable for mounting on the delivery side of pump. Pressure to current converter ( P/I converter)' the P/I converter shall be handy, light, wall mounted type. It shall be two wire system ( Shall accept air pressure as input from the pressure guage and give 4-20mA output in two wire loop) Suitable to mount at the back of the panel /rail mounting type Supply voltage- Min 12V, Max 13V DC with the following required specification i) '3215psi/0.221 kg/cm2, ii) output 4 - 20mA two wire, iii)span and zero adjustable from front panel, iv) supply:- 12-36V DC with reverse polarity protection, v) Accuracy:- less than plus or minus 0.25% of full scale, vi) Repetability:- better than plus or minus 0.5 percent, vii) Opterating temperature:- 0 to 50 deg C, viii) Humidity: 90 deg RH non condensing. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 195623.0 | 195623.0 | 3.0 | False | None | None | False | None | False | 586869.0 | 0 | | 3570861 | 129673 | None | 067 | Manufacturing, providing, transporting, rollilng, lowering, laying and jointing, testing and commissioning of Dismantling joint conforming to IS 7322:1985 with latest amendments, perfect linking and welding of joints to correct position including cost and conveyance of materials with all lead and lifts, 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 with inside & outside lining two coats of food grade epoxy painting of approved make with minimum 250 micron, thick over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick to suit PSC/MS/CI/AC/DI/PVC pipes. The rates are inclusive of all taxes and duties & it shall also inclusive of cuting & removing of existing pipe for a required length, it shall include the cost of required nos of bolt, nuts washers & reqired size champion rubber packing (contractor will make his own arrangements for procuring water for testing). 350 mm dia bellow type with 25 mm thick Main flange required length of barrel piece as IS standard & as per direction of engineer in charge (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Set | 25000.0 | 25000.0 | 3.0 | False | None | None | False | None | False | 75000.0 | 0 | | 3570862 | 129673 | None | 068 | Control panel board units- Supply and delivery at site brand new make approved by Board floor mounting, free standing, cubicle type control panel board unit suitable for operation on 3 phase 50 cycles 380/440 volts AC supply fitted with following: Taping supply from existing main panel with necessary adaptor panel with breaker arrangements using MCCB unit of 400 A 50Hz 3ph Ac supply Make: Adarsh/Sunshine/Essen/Lotus/ or any other Board Approved make 400 amps MCCB with current setting range of 320-400 Amps of board approved make of 25 KA or suitable KA breaking capacity with shunt release and with suitable thermal release. 3 Nos. Current transformer of suitable ratio burden and class of accuracy.1 set of compression glands for PVC cable. 1 No. Earth leakage relay.Phase indicating lamps of Board approved make with switches 1 Set, Panel mounting version digital type ammeter of Board approved make of suitable CT ratio-1 No. Panel mounting version digital type Voltmeter of Board approved make of suitable CT ratio-1 No. MS air insulated bus bar chamber with 4 Nos 400 Amps. 5MVA Air insulated Aluminum bus bar made of high conductivity, high strength aluminium alloy complying with the requirements of grade E91E of IS 5082, suitably braced with non hygroscopic SMS supports. Provision shall be made in the bus bar chamber for 1 incoming and 5 outgoing feeders. The bus bar chamber should be of adequate capacity to handle the incoming and out going cables and for fixing the switchgears as per requirement 1 No. Auxiliary relay for protection of Transformer and alarm -2 Nos. The potential free contacts of OTI & WTI to be wired upto terminal Board for SCADA compatibility. 400 Amps motorized heavy duty triple pole change over fuse switch comprising of two switches mounted on common chasis,complete with handle assembly door linterlock and pad locking arrangement with mechanical linkage shorting links and 200 Amps capacity HRC fuses conforming to IS 4064 approved make-2No. Dual parameter panel mounting version digital type energy meter/power factor meter with built in selector switch 1 No. 32 Amps DP load break heavy duty switch fuse unit with rewireable fuses in sheet metal enclosure conforming to the latest ISS 4064 for lighting -1 No. Set of cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables etc 1 set The electrical parameters such as current, voltage, frequency, earthfault, overload, short circuit and other tripping parameters shall be interfaced with power transducer RS 323/485 Marshalling Box: Power signals from the panels shall be terminated at a common Marshalling panel to enable communication to SCADA in future. This include the following features. wiring shall be done using screed cable, i)programmable for specific system (1/3 phase, 2/3/4 wire),ii)Digital outputs can be used for limit value monitoring or energy metering, iii)programmable bend characteristics, vi)programmable response time, v)universal(AC/DC) power pack with very tolerance range or AC Auxiliary supply. vi)Configuarable from a PC or Rs232/485 interface.NOTE-1)The panel board shall be complete with all other required fittings and shall be fabricated using 2 mm thick sheet steel and suitable size copper cable/copper wire painted with two coats of a highly corrosion resistant primer applied wet on wet and a finishing coat of synthetic enamel paint of the ash grey shade.2)H.R.C. fuse links suitable for motor duty shall be provided to 200 Amps change over switch fuse unit.3)H.R.C. fuse link rated not less than 1.5 times the rated current of the capacitor bank shall be provided in the 125 amps capacity switch fuse unit for capacitor circuit,4)The internal wiring shall be done using adequate size insulated electioneered copper strip or cable of 1.1 Kv grade,5)The Bus bar chamber should be of adequate size to accommadate all incoming, outgoing cables and required switchgears,6)The Painting should be done using seven tank process. | Each | 150000.0 | 150000.0 | 3.0 | False | None | None | False | None | False | 450000.0 | 0 | | 3570863 | 129673 | None | 069 | Flux compensated Magnetic amplifier low voltage /Harmonic free soft starters Supply and delivery at site brand new innovative Technomics /Jayashree make fully automatic push button operated soft starter suitable for 75HP, 415V; 3ph, 50 HZ supply,Soft starter panel should also include., 200A Air Break Contactors for make and break,of make CH/L&T/GE/Telemechanique/Siemens-1No CT's & PT's - Each one set Single Phase pretection, thermal over load relay & ELR with CBCT of Board Approved make., OV/U/v relay of M/s Proke Davy's/Alstom make., Timers, P.B.s & Indicating lamps of GE/L&T/BCH/SIEMENS/CONTROL & SWITCHING GEAR MAKE., Digital type Ammeter of make Enercon/Cadel to read phase currents with Scroll and hold facility., Digital type Voltmeter of make Enercon/MECO to read phase voltages with scroll and hold facility., Digital P.F.Meter of Enercon/MECO make, Control supply voltage will be 230 volts A./c, Alarm hooter, Suitable size cable gland for I/c & O/G cables, Space heaters with switch, plug and socket, panel lamp working on 230 V a.c., Bus bars should be of Copper, NOTE:1. The soft starter shall be rated equivalent to the motor rated power and shall be capable of operating satisfactorily with the motor under the various loading and starting conditions of the motor over the entire range of operation. 2. The soft starter shall reduce, the starting current of the motor atleast to 80% of the direct line starting current of the motor. The soft starter shall have facility to further reduce the current upto 50% of the direct on line starting current if the motor & the pump torque speed curve permit.3. The soft starter shall work on the principle of unsaturated core in the working zone and shall not lead to generation of Harmonics. 4. Soft starter shall be so rated as to allow two consecutive starts from cold or one hot start per hour.5. Soft starter shall be designed for supply voltage of '+OR -10% AND Frequency Variation of +OR - 3%.6. The winding of the soft starter shall be with insulation class "F" and maximum temp of winding shall be limited to that of class "B". 7. The FCMA soft starter shall be housed in a sheet steel enclosure of thickness not less than 14 guage and painted with corrosion resistive paint such as epoxy of Polyurethene. The degree of protection shall be IP 41. 8. FCMA starter shall not contain any active electronic components.9. FCMA starter shall have a built in facility for run bypass so that the incoming voltage to the motor is equal to the supply voltage. 10. The FCMA unit should be Air cooled. 11. The FCMA soft starter shall be dust and vermin proof and suitable for indoor mounting. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 80000.0 | 80000.0 | 3.0 | False | None | None | False | None | False | 240000.0 | 0 | | 3570864 | 129673 | None | 070 | Main side cable: Supply and delivery at site brand new SBee (Mahadev Vidyuth)/Ravin/Chandresh/Nicco or any other make approved by Board 3.5 core 150Sqmm copper conductors PVC sheathed 1100 volts class UG cable confirming to the latest IS 1554 (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Mtr | 500.0 | 500.0 | 90.0 | False | None | None | False | None | False | 45000.0 | 0 | | 3570865 | 129673 | None | 071 | Load side cable:- Supply and delivery at site brand new SBee (Mahadev Vidyuth)/Ravin/Chandresh/Nicco or any other make approved by Board 3 Core 70sqmm Aluminium standard conductors PVC outer shethed 1100 volts class UG cable conforming to the latestl IS 1554. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Mtr | 300.0 | 300.0 | 360.0 | False | None | None | False | None | False | 108000.0 | 0 | | 3570866 | 129673 | None | 072 | Capacitor cable:- Supply and delivery at site brand new SBee (Mahadev Vidyuth)/Ravin/Chandresh/Nicco or any other make approved by Board 3 Core 50 sqmm Aluminium standard conductors PVC insulated shethed steel tape/wire armoured PVC outer shethed 1,100 volts class UG Cable conforming to the latest IS 1554. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Mtr | 340.0 | 340.0 | 180.0 | False | None | None | False | None | False | 61200.0 | 0 | | 3570867 | 129673 | None | 073 | Cable End Seals:- supply and fixing of 1.1 KVA indoor and an outdoor type RAYCHEM/M-Seal make or any other make approved by the Board heat shrinkable cable end seals with all required materials including copper lugs and terminals etc., complete suitable for i) 3 x 95 Sqmm, 11 KV XLPE cable, earthed, outdoor type (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 9200.0 | 9200.0 | 3.0 | False | None | None | False | None | False | 27600.0 | 0 | | 3570868 | 129673 | None | 074 | Cable End Seals:- supply and fixing of 1.1 KVA indoor and an outdoor type RAYCHEM/M-Seal make or any other make approved by the Board heat shrinkable cable end seals with all required materials including copper lugs and terminals etc., complete suitable for ii) 3 x 95 sqmm, 11 KV XLPE cable, earthed, indoor type (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 5500.0 | 5500.0 | 3.0 | False | None | None | False | None | False | 16500.0 | 0 | | 3570869 | 129673 | None | 075 | Cable End Seals:- supply and fixing of 1.1 KVA indoor and an outdoor type RAYCHEM/M-Seal make or any other make approved by the Board heat shrinkable cable end seals with all required materials including copper lugs and terminals etc., complete suitable for ii) 3 x 95 sqmm, 11 KV XLPE cable, earthed, indoor type (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Job | 20000.0 | 20000.0 | 3.0 | False | None | None | False | None | False | 60000.0 | 0 | | 3570870 | 129673 | None | 076 | Laying and jointing of MS pipes and specials for suction and delivery connections of the pump using suitable size bolts, nuts, packing etc., complete including fixing foot valve, all types of valves, guages, strainers, deliveryand suction manifold. The work shall include providing pipe supports, thrusts block in CC 1:2:4 prop. wherever necessary upto the end of the delivery manifold, using all the required materials such as sand, cement jelly including making holes in sump, pump house for laying suction and devliery pipes, packing of holes with CC 1:2:4 etc., complete. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Job | 50000.0 | 50000.0 | 3.0 | False | None | None | False | None | False | 150000.0 | 0 | | 3570871 | 129673 | None | 077 | 3 1/2 Core 150 Sqmm Main side cable of 2 run (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Mtr | 30.0 | 30.0 | 105.0 | False | None | None | False | None | False | 3150.0 | 0 | | 3570872 | 129673 | None | 078 | In GI pipes:- The work shall include running the cable above ground using 2.9mm thick suitable dia GI pipe with necessary clamps, bolts, nuts, washers for fixing the pipe on the pole and drainage crossings etc., complete 3.5 Core 150 Sqmm Main side cable of 2 run (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Mtr | 200.0 | 200.0 | 12.0 | False | None | None | False | None | False | 2400.0 | 0 | | 3570873 | 129673 | None | 079 | Laying of load side cable:- Running the cable in existing ducts including properly securing cable in position etc.,complete using all the requied materials etc., complete. 3 Core 70 sqmm 1 run (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Mtr | 30.0 | 30.0 | 180.0 | False | None | None | False | None | False | 5400.0 | 0 | | 3570874 | 129673 | None | 080 | Laying of capacitor cable:- Running the cable in existing ducts including properly securing cable in position etc., complete using all the equired materials etc., complete. 3 Core 50 sqmm (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Mtr | 30.0 | 30.0 | 45.0 | False | None | None | False | None | False | 1350.0 | 0 | | 3570875 | 129673 | None | 081 | Cable Terminations:- Termination of cable using copper lungs to the terminal end for solderless crimping to aluminium conductors by using crimping tool. ii) 3 core 70 Sqmm 1100 volts Class cable (load side) (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 400.0 | 400.0 | 48.0 | False | None | None | False | None | False | 19200.0 | 0 | | 3570876 | 129673 | None | 082 | Cable Terminations:- Termination of cable using copper lungs to the terminal end for solderless crimping to aluminium conductors by using crimping tool. iii) 3 Core 50 Sqmm 1100 volts Class cable (capacitor) (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 100.0 | 100.0 | 12.0 | False | None | None | False | None | False | 1200.0 | 0 | | 3570877 | 129673 | None | 083 | Power shunt capacitor:-Supply and delivery at site brand new heavy duty alkaline poly propylene(APP) type Mehar/Shakti/Chaitanya/Bajaj make or any other make approved by board low loss high efficient 3 banks of 40 KVAR or suitable KVAR power shunt capacitors conforming to IS 2834/suitable for operation on 3 ph 50 Hz 380/440 volts AC supply required for maintaining the power factor of the installation at not less than 0.95 lagging. a) The capacitor shall be provided with a suitable discharge device to reduce the voltage between the terminals to allowable level within one minute., b) Terminal covers on all the units and bank shall be provided, c) Auto power panel shall be provided comprising APF correction relay and shall be connected to incoming side of the panel. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Kvar | 550.0 | 550.0 | 75.0 | False | None | None | False | None | False | 41250.0 | 0 | | 3570878 | 129673 | None | 084 | Tool Kit:- Supply and delivery at site Taparia make and any other approved make tool sets for operation and maintenance of the above pumpsets comprising of the following. a) Double end spanner 1/4" to 1 " 1 set, b) Scw driverl insulated 11" - 1 No., c) Screw driverl insulated 8" - 1 No, d) Cutting puller insulated 8" - 1 No, e) Hammer with handle 1 Kg - 1 No, f) Pipe wrench 24" -1 No, g) pipe wrench 18" -1 No, h) Pipe wrench 12" -1 No, i) Hammer with handle 5 Kgs -1No., j) Grease gun- 1 No., k) Ring spanners 1/4" to 1" - 1 set (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Set | 20000.0 | 20000.0 | 3.0 | False | None | None | False | None | False | 60000.0 | 0 | | 3570879 | 129673 | None | 085 | Earthing:- Providing earthing as per latest IS 3043, and the work shall include the following:Supply and providing, earthing electrodes comprising of GI pipe 40mm dia 2.9mm thick 2.5m long, the pipe shall have 16 through holes of 12mm dia staggered along the length of the pipe as per IS suitable length 19mm dia GI pipe provided with mesh covered funnel GI bolts, nuts washers, check nuts, at one end and coupled to main electrodes through a 40 x 19mm GI conductor at the other end., Digging 300mm dia earthing pits to suitable depth for burying the main electrodes in the pit. The pit shall be filled with alternate layers of salt and charcoal 150mm thick around the pipe to the entire depth, An inspection chamber of 300 x 300 x 300mm size shall be constructed with CC 1:3:6 prop., 150mm thick for sides and 100mm thick at bottom. The chamber shall be provided with CI/Ms cover hinged to the frame., The electrical equipment shall be connected to the earth pit through 25 x 11 mm size purel electrolytic copper strip or 25 x 6mm lsize GI strip for equipment earthing (approximate length 60m) (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Pit | 3000.0 | 3000.0 | 18.0 | False | None | None | False | None | False | 54000.0 | 0 | | 3570880 | 129673 | None | 086 | Servicing and commissioning:- The pumpsets along with all other electrical equipments shall be serviced and commissioned in the presence of the Engineer-in-charge of work including trai running for a period of 180 days. The work shall include thek following servicing and heat running of the pumpsets along with allied equipments.Calibration of switch gears relays and meters giving performance tests of all electrical equipments.,Giving performance tests of the pumps such as discharge, efficiency and power absorption etc.,Providing operating and maintenance manuals of the pumps and allied equipments to the operating personnel.Giving trail run of the pumpsets for a pelriod of 180 days from the date of successful commissioning., The contractor should employ personnel to operate and maintain the pumpset and accessores during the trail run period and should train the Board/Municipal staff to operate the pumpsets., NOTE:- 1) energy and water will be provided by the Board free of cost. 2) The pumpsets along with all the electrical equipments shall be commissioned only when the performance of switch gears, relays are witnessed by the Executive Engineer in charge of the work and assistant Executive Engineer (Electrical) of the Board and certified regarding the performance of relays/switch gears. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Job | 4000.0 | 4000.0 | 3.0 | False | None | None | False | None | False | 12000.0 | 0 | | 3570881 | 129673 | None | 087 | Fire Fighting Equipment:-a) Supply andl installation of CO2 type fire extinguisher 2 Kg capacity with initial charge with wall mounting bracket, ready for use (TS 2678)-2 Nos, b) Supplying and fixing of first aid box with standard medicines provided in the first aid box to give first aid treatment 1 No., c) Providing shock treatment chart on wall with inside plastic sheet cover and ply wood backplate frame work complete, d) Supply one set of fire buckets (4 Nos) with round bottom made of GI sheets 24 SWG 9 Ltrs. Capacity painted inside white and outside red with word "fire" on the face of the bucket along with stand to hang the buckets, e) Supplying rubber mats tested to 22 KV with ISI mark grooved, of size 6"x3"x1/2" - 2 Nos., f)Supplying rubber gloves, electrical quality, tested to 22 KV - 1 Pair, g) Supplying and fixing of Danger /No admission/No smoking Board made out of MS Sheet metal with two coats of non corrosive enamell paint. (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Set | 15000.0 | 15000.0 | 3.0 | False | None | None | False | None | False | 45000.0 | 0 | | 3570882 | 129673 | None | 088 | Pressure Relief Valves:- Supply, delivery and erection at site brand new Dorot/Erhard/Bermad make approved by the Board pilot operatd pressur relief valve of 80mm dia with maximum permisable pressure 3.1Kg/sqcm with the following specifications.1. The valve should be activated by line pressure and contorlled by 2 way diaphragm operated operated, adjustable pilot valve, 2. valve should have direct sealing diaphragm, 3.Pressure Relief Valve should be installed on a tee junctjion, which should modulate automatically to maintain preset inlet pressure and relieve the excess pressure out of the net work., Material of construction:-a) Body and bonnet - Ductile Iron ISO 1083 rade 450-10, b) Diaphragm - Natural rubber (N.R) (Standard), c) Spring - SST 302, d) Pilot valve - Brass ISO 426, e) Coating - Electrically applied, oven backed polyster, f) End connection - Flabnges BS-IS NOTE:- The outlet of pressure relief valve should be connected to sump using M/s pipes and fittings. The erection work includes providing suitable size D/FM.S Tee, anchoring with CC 1:2:4 cutting, welding etc., as directed by field engineers.(All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | No | 25000.0 | 25000.0 | 3.0 | False | None | None | False | None | False | 75000.0 | 0 | | 3570883 | 129673 | None | 089 | Erection of starter panel on CC foundation including formation of CC foundatjion using all the required materials such as cement, jelly etc., complete using required materials such as MS channel bolts, nuts, washers etc., complete (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Job | 5000.0 | 5000.0 | 3.0 | False | None | None | False | None | False | 15000.0 | 0 | | 3570884 | 129673 | None | 090 | Erection of Capacitor Bank on CC foundation including formation of CC; foundation using all the required materials such as cement, jelly, etc., complete(All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Job | 2500.0 | 2500.0 | 3.0 | False | None | None | False | None | False | 7500.0 | 0 | | 3570885 | 129673 | None | 091 | Erection of control panel board on CC foundation including formation of CC foundation in CC 1:2:4 prop.using all the required materials such as cement, jelly, etc., complete including erection of the panel board, on CC foundation using required materials such as MS channel bolts, nuts, washers etc., complete.(All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Job | 5000.0 | 5000.0 | 3.0 | False | None | None | False | None | False | 15000.0 | 0 | | 3570886 | 129673 | None | 092 | Dismantling existing structure and construction of suitable bed with concrete moulding and channels all others accerrories erection etc, complete (All items including GST, Frieght charges and all exise dutys) (MCC Approved Rate) | Job | 10000.0 | 10000.0 | 3.0 | False | None | None | False | None | False | 30000.0 | 0 |
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