| 1723028490000 | 0 | None | None | Water supply/sewage lines | Construction work of valve chamber by removing the damaged valves and pipes and installing new valves and pipes in Halenagar Upper Water Reservoirs. | 533788.32 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3714675 | 137327 | None | Code01 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, includ- ing setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavat- ed surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m in- cluding cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m (PWD SR 2023-24Volume -1 , P.No. 6/ I.No. 1.6.1) | Cum | 498.52 | 498.52 | 50.0 | False | None | None | False | None | False | 24926.0 | 0 | | 3714676 | 137327 | None | Code02 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and suchsimillar works in all kinds of soils, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, removal
of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m. ( PWD CSR 2023-24, P No 05, I NO 1.4.1 Vol-I) | Cum | 249.26 | 249.26 | 14.58 | False | None | None | False | None | False | 3634.2108 | 0 | | 3714677 | 137327 | None | Code03 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR 2023-24 P No 15, I No 2.1.2 Vol-I) | Cum | 5833.92 | 5833.92 | 0.972 | False | None | None | False | None | False | 5670.57024 | 0 | | 3714678 | 137327 | None | Code04 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) including formwork M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2023-24 Common SR,Vol.I P.No 16 I no 2.3.1(PWD CSR 2023-24 P No 16, I No 2.3.1 Vol-I) | Cum | 6475.61 | 6475.61 | 0.972 | False | None | None | False | None | False | 6294.29292 | 0 | | 3714679 | 137327 | None | Code05 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) including formwork M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2023-24 Common SR,Vol.I P.No 16 I no 2.3.1 | Cum | 6512.69 | 6512.69 | 33.372 | False | None | None | False | None | False | 217341.49068 | 0 | | 3714680 | 137327 | None | Code06 | 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.2023-24 Common SR,Vol.I P.No 18 I.no 2.11 a Buildings | Kg | 92140.71 | 92140.71 | 0.6 | False | None | None | False | None | False | 55284.426 | 0 | | 3714681 | 137327 | 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. complet For sluice Valve of PN10.0 and 150mm (WS & UGD CSR-2023-24, P-22 I-2.23.4) | Each | 18014.7 | 18014.7 | 4.0 | False | None | None | False | None | False | 72058.8 | 0 | | 3714682 | 137327 | 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. completFor sluice Valve of PN -10.0 and 200mm (WS & UGD CSR-2023-24, P-22 I-2.23.5) | Each | 29570.27 | 29570.27 | 2.0 | False | None | None | False | None | False | 59140.54 | 0 | | 3714683 | 137327 | None | Code09 | 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)
Note:a) No Negative tolerance in respect of thickness is pemissible.
b) Basic Cost of MS Plate is considered as Rs.68,200.00 per MT. The bare pipe cost worked out is Rs. 77.59/kg weight/m of pipe
c) The pipe costs are FOR destination anywhere in Karnataka.
For MS Pipes of 219mm dia: (WS & UGD CSR 2023-24, P No-59, I No-5.1.1) Pipe of 219mm dia -4.8mm thick | m | 3744.05 | 3744.05 | 15.0 | False | None | None | False | None | False | 56160.75 | 0 | | 3714684 | 137327 | None | Code10 | Providing, fabricaing and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge for:Flanges of 300mm dia and 10mm thick.(WS & UGD CSR 2021-22, P No-65, I No-5.29.5) | Each | 5006.83 | 5006.83 | 4.0 | False | None | None | False | None | False | 20027.32 | 0 | | 3714685 | 137327 | None | Code11 | Providing, fabricaing and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge for:Flanges of 150mm dia and 16mm thick.WS & UGD CSR 2021-22, P No-65, I No-5.30.3) | Each | 1656.24 | 1656.24 | 8.0 | False | None | None | False | None | False | 13249.92 | 0 |
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