| 1708443694000 | 0 | None | None | Water supply/sewage lines | Construction of valves and chambers for distribution of water supply in Vemagal Kurugal town panchayat and water supply development works at TP Vemgal kuragal limit | 846795.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2722317 | 86130 | None | code01 | 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 [PWD SR 2023-24 Vol:1 P.NO.8 I.No:1.14.1] | Cum | 105.06 | 105.06 | 45.6 | False | None | None | False | None | False | 4790.736 | 0 | | 2722318 | 86130 | None | code02 | PCC (1:3:6) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates [PWD SR 2023-24 Vol:I P.NO.15 I.No:2.1.3] | Cum | 6168.67 | 6168.67 | 4.56 | False | None | None | False | None | False | 28129.1352 | 0 | | 2722319 | 86130 | None | code03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) [PWD SR 2023-24 Vol:I P.NO.9 I.No:5.4] | Cum | 6580.67 | 6580.67 | 34.84 | False | None | None | False | None | False | 229270.5428 | 0 | | 2722320 | 86130 | None | code04 | PCC (1:3:6) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates [PWD SR 2023-24 Vol:I P.NO.15 I.No:2.1.4] | Cum | 6403.51 | 6403.51 | 65.12 | False | None | None | False | None | False | 416996.5712 | 0 | | 2722321 | 86130 | None | code05 | 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 SR 2023-24 Vol:I P.NO.7 I.No:1.10] | Cum | 164.8 | 164.8 | 45.6 | False | None | None | False | None | False | 7514.88 | 0 | | 2722322 | 86130 | None | code06 | Providing & fixing RCC Pre-cast Cover Slab of size 0.8 m x 0.8 m x 0.15m of M25-Design mix concrete with 12 mm steel @ 120 mm c/c both ways, over Gate valve extension spindle with central opening along with lid for smooth operation with appurtenances., complete with all lead and lifts etc. complete [PWD SR 2023-24 Vol:5 BWSSB P.NO.33 I.No:2.51] | Each | 164.8 | 164.8 | 19.0 | False | None | None | False | None | False | 3131.2 | 0 | | 2722323 | 86130 | None | code07 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN - 10.0 and 50mm [PWD SR 2023-24 Vol:5 BWSSB P.NO.33 I.No:2.23.1] | Each | 5701.05 | 5701.05 | 16.0 | False | None | None | False | None | False | 91216.8 | 0 | | 2722324 | 86130 | None | code08 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN -10.0 and 80mm [PWD SR 2023-24 Vol:5 BWSSB P.NO.33 I.No:2.23.2] | Each | 10704.79 | 10704.79 | 3.0 | False | None | None | False | None | False | 32114.37 | 0 | | 2722325 | 86130 | None | code09 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN - 10.0 and 100mm [PWD SR 2023-24 Vol:5 BWSSB P.NO.33 I.No:2.23.3] | Each | 11210.52 | 11210.52 | 3.0 | False | None | None | False | None | False | 33631.56 | 0 |
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