| 1722344214000 | 0 | None | None | Other Works | Construction of RCC drain in front of Rao Industries Nazar Camp in w. no. 41, Belagavi | 1240390.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3651577 | 133141 | None | P. No. 5, I. No. 1.4.1, Vol 1 SR 2023-24 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of 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 required to complete the work. In all kinds of soils Depth upto 1.5 m (P. No. 5, I. No. 1.4.1, Vol 1 SR 2023-24) | Cum | 299.84 | 299.84 | 121.56 | False | None | None | False | None | False | 36448.5504 | 0 | | 3651578 | 133141 | None | P. No. 5, I.No. 1.1C, Vol 3 SR 2023-24 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 14 m3) (P. No. 5, I.No. 1.1C, Vol 3 SR 2023-24) | Cum | 106.55 | 106.55 | 121.56 | False | None | None | False | None | False | 12952.218 | 0 | | 3651579 | 133141 | None | P. No. 15, I. No. 2.1.4, Vol 1 SR 2023-24 | 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 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates (P. No. 15, I. No. 2.1.4, Vol 1 SR 2023-24) | Cum | 7702.86 | 7702.86 | 25.53 | False | None | None | False | None | False | 196654.0158 | 0 | | 3651580 | 133141 | None | P. No. 16, I. No. 2.4.2, Vol 1 SR 2023-24 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P. No. 16, I. No. 2.4.2, Vol 1 SR 2023-24) for Raft | Cum | 8225.91 | 8225.91 | 6.3 | False | None | None | False | None | False | 51823.233 | 0 | | 3651581 | 133141 | None | P. No. 16, I. No. 2.4.2, Vol 1 SR 2023-24 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P. No. 16, I. No. 2.4.2, Vol 1 SR 2023-24) for Wall | Cum | 10576.17 | 10576.17 | 28.68 | False | None | None | False | None | False | 303324.5556 | 0 | | 3651582 | 133141 | None | P. No. 16, I. No. 2.4.2, Vol 1 SR 2023-24 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P. No. 16, I. No. 2.4.2, Vol 1 SR 2023-24) for CD Slab | Cum | 11751.3 | 11751.3 | 9.66 | False | None | None | False | None | False | 113517.558 | 0 | | 3651583 | 133141 | None | P. No. 16, I. No. 2.4.2, Vol 1 SR 2023-24 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P. No. 16, I. No. 2.4.2, Vol 1 SR 2023-24) for Pipeside Concrete | Cum | 7834.2 | 7834.2 | 10.4 | False | None | None | False | None | False | 81475.68 | 0 | | 3651584 | 133141 | None | P. No. 18, I. No. 2.11h, Vol 1 SR 2023-24 | 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 (P. No. 18, I. No. 2.11h, Vol 1 SR 2023-24) | Tonne | 97894.63 | 97894.63 | 1.77 | False | None | None | False | None | False | 173273.4951 | 0 | | 3651585 | 133141 | None | P. No. 187, I. No. 16.1.2, Vol 5 SR 2023-24 | Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 150 mm dia. pipes (P. No. 187, I.No.16.1.2, Vol 5 BWSSB SR 2023-24) | m | 719.86 | 719.86 | 21.0 | False | None | None | False | None | False | 15117.06 | 0 | | 3651586 | 133141 | None | P. No. 187, I.No.16.1.2, Vol 5 BWSSB SR 2023-24 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey RCC NP3 Class pipe of 300 mm dia. (P. No. 188, I.No.16.3.2, Vol 5 BWSSB SR 2023-24) | m | 1650.35 | 1650.35 | 155.0 | False | None | None | False | None | False | 255804.25 | 0 |
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