1726122804000 | 0 | None | None | Water supply/sewage lines | Repairing, replacement of leaking valves and construction of chamber in upper level reservoirs under Tumkur Municipal Corporation | 1186210.31 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3965154 | 153639 | None | code01 | Removing the CI/DI valves and its tail piece from the pipe line, cleaning, washing, painting and returning the same to the stores etc. for:
(BWSSB SR 2023-24 Vol:V P.NO.18 I.No:2.11.5, 2.11.7, 2.11.9, 2.11.10) A) 150mm dia. pipe line | Each | 355.95 | 355.95 | 2.0 | False | None | None | False | None | False | 711.9 | 0 | 3965155 | 153639 | None | code02 | B) 200mm dia. pipe line | Each | 496.65 | 496.65 | 7.0 | False | None | None | False | None | False | 3476.55 | 0 | 3965156 | 153639 | None | code03 | C) 250mm dia. pipe line | Each | 725.55 | 725.55 | 2.0 | False | None | None | False | None | False | 1451.1 | 0 | 3965157 | 153639 | None | code04 | D) 300mm dia. pipe line | Each | 859.95 | 859.95 | 7.0 | False | None | None | False | None | False | 6019.65 | 0 | 3965158 | 153639 | None | code05 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS- 865 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 sluice Valve of PN 10 (BWSSB SR 2023-24 Vol:V P.NO.22 & 23 I.No:2.23.4 to 2.23.7) A) For sluice Valve of PN10.0 and 150mm | Each | 18364.5 | 18364.5 | 2.0 | False | None | None | False | None | False | 36729.0 | 0 | 3965159 | 153639 | None | code06 | B) For sluice Valve of PN -10.0 and 200mm | Each | 30144.45 | 30144.45 | 5.0 | False | None | None | False | None | False | 150722.25 | 0 | 3965160 | 153639 | None | code07 | C) For sluice Valve of PN - 10.0 and 250mm | Each | 48815.55 | 48815.55 | 2.0 | False | None | None | False | None | False | 97631.1 | 0 | 3965161 | 153639 | None | code08 | D) For sluice Valve of PN -10.0 and 300mm | Each | 63341.25 | 63341.25 | 6.0 | False | None | None | False | None | False | 380047.5 | 0 | 3965162 | 153639 | None | code09 | 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 require to complete the work.In all kinds of soils Depth upto 1.5 m (PWD SR2023-24 Vol:1 P.NO.5 I.No:1.4.1) Excavation for 150mm dia to 300mm dia Valve chamber | Cum | 254.1 | 254.1 | 59.5 | False | None | None | False | None | False | 15118.95 | 0 | 3965163 | 153639 | None | code12 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm and down size graded crushed coarse aggregates (PWD SR 2023-24 Vol:1 P.NO.58 I.No: 2.1.2) for 150mm dia to 300mm dia Valve chamber | Cum | 5947.2 | 5947.2 | 4.845 | False | None | None | False | None | False | 28814.184 | 0 | 3965164 | 153639 | None | code13 | 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. All other type of structures (PWD SR 2023-24 Vol:1 P.NO.18 I.No: 2.11) 40kg/cum | Tonne | 82961.55 | 82961.55 | 1.78 | False | None | None | False | None | False | 147671.559 | 0 | 3965165 | 153639 | None | code14 | 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 appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol:1 P.NO.15 I.No: 2.2.3) | Cum | 6985.44 | 6985.44 | 44.535 | False | None | None | False | None | False | 311096.5704 | 0 | 3965166 | 153639 | None | code15 | 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 (PWD 2023-24/VOl-1/Sl.No.1.10/PN 7) | Cum | 168.0 | 168.0 | 40.0 | False | None | None | False | None | False | 6720.0 | 0 |
|