| 1725436989000 | 0 | None | None | Water supply/sewage lines | Providing Underground Drainage And Construction Of CC Road From Kamalavva house to Nagaraja House And from Bandi Yamanappa House to Basavarajappa House At 16Th Ward, From Kashi Vishwanatha Temple to Shankar Betegeri House At 8Th Ward And Providing And Laying of Drinking Water Pipeline FromITI College to Shree S.R.Rudramba College In Huvinahadagali Limits | 892759.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3915744 | 151055 | None | code01 | 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, construction 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 available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m, I.No 1.17.1, Page No. 10 PWD Common SR-2023-24 (V-1) | Cum | 275.1 | 275.1 | 126.24 | False | None | None | False | None | False | 34728.624 | 0 | | 3915745 | 151055 | None | code02 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For. PVC pipes160mm dia., 6 kg/sqcm & class 3, (Page no:113 item no.10.1.9) 2023-24 Common SR, BWSSB And KUWS & DB,Volume - 5, | Mtr | 648.9 | 648.9 | 210.4 | False | None | None | False | None | False | 136528.56 | 0 | | 3915746 | 151055 | None | code03 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for orresponding dia MS flanges should be made in the estimate.)do- For sluice Valve of PN - 10.0 and 150mm (Pg No. 22, It No. 2.23.4) 2023-24 Common SR, BWSSB And KUWS & DB,Volume - 5, | Each | 18364.5 | 18364.5 | 2.0 | False | None | None | False | None | False | 36729.0 | 0 | | 3915747 | 151055 | None | code04 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for orresponding dia MS flanges should be made in the estimate.)do- For sluice Valve of PN - 10.0 and 80 mm (Pg No. 22, It No. 2.23.2) 2023-24 Common SR, BWSSB And KUWS & DB,Volume - 5, | Each | 10912.65 | 10912.65 | 2.0 | False | None | None | False | None | False | 21825.3 | 0 | | 3915748 | 151055 | None | code05 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments, 110 mm dia PVC Tee (Pg No. 117, It No. 10.10.8) 2023-24 Common SR, BWSSB And KUWS & DB,Volume - 5, | Each | 263.55 | 263.55 | 6.0 | False | None | None | False | None | False | 1581.3 | 0 | | 3915749 | 151055 | None | code06 | Supply and delivery at site special moulded variety PVC reducer as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments, 160 mm dia PVC REDUCER (Pg No. 119, It No. 10.13.10) 2023-24 Common SR, BWSSB And KUWS & DB,Volume - 5, | Each | 530.25 | 530.25 | 3.0 | False | None | None | False | None | False | 1590.75 | 0 | | 3915750 | 151055 | None | code07 | 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. I.No 1.10, Page No.7, PWD Common SR-2023-24 (V-1) | Cum | 168.0 | 168.0 | 126.24 | False | None | None | False | None | False | 21208.32 | 0 | | 3915751 | 151055 | None | code08 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. PWD SR 2023-24 Vol:3 P.NO.12 I.No:2.19 | Cum | 591.15 | 591.15 | 5.6925 | False | None | None | False | None | False | 3365.121375 | 0 | | 3915752 | 151055 | None | code09 | 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, construction 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 available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m, I.No 1.17.1, Page No. 10 PWD Common SR-2023-24 (V-1) | Cum | 275.1 | 275.1 | 167.805 | False | None | None | False | None | False | 46163.1555 | 0 | | 3915753 | 151055 | None | code10 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN4, 160mm dia., I.No.10.2.4, Page No.114, WATER SUPPLY AND UGD WORKS, COMMON SCHEDULE OF RATES 2021-22, Volume - V | Mtr | 604.8 | 604.8 | 175.25 | False | None | None | False | None | False | 105991.2 | 0 | | 3915754 | 151055 | None | code11 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2 M depth & SFRC cover & frame. I.No. 16.15.3, Page No.192, WATER SUPPLY AND UGD WORKS, COMMON SCHEDULE OF RATES 2023-24, Volume - V | Each | 32938.5 | 32938.5 | 3.0 | False | None | None | False | None | False | 98815.5 | 0 | | 3915755 | 151055 | None | code12 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5 M depth & SFRC cover & frame. I.No. 16.15.3, Page No.192, WATER SUPPLY AND UGD WORKS, COMMON SCHEDULE OF RATES 2021-22, Volume - V | Each | 40300.05 | 40300.05 | 8.0 | False | None | None | False | None | False | 322400.4 | 0 | | 3915756 | 151055 | None | code13 | 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. I.No 1.10, Page No.7, PWD Common SR-2023-24 (V-1) | Cum | 168.0 | 168.0 | 167.805 | False | None | None | False | None | False | 28191.24 | 0 | | 3915757 | 151055 | None | code14 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. PWD SR 2023-24 Vol:3 P.NO.149 I.No: 16.28 | Cum | 7091.7 | 7091.7 | 4.7437 | False | None | None | False | None | False | 33640.89729 | 0 |
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