| 1722344832000 | 0 | None | None | Other Works | Construction of RCC Drain at Indira Nagar from Mestri house to Shivale house, Siddatek bldg to Margai temple & Shambhavi Clinic to Revankar Jewellars Angol in w. no. 52, Belagavi | 1241558.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3651632 | 133147 | 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 | 146.138 | False | None | None | False | None | False | 43818.01792 | 0 | | 3651633 | 133147 | 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 | 146.138 | False | None | None | False | None | False | 15571.0039 | 0 | | 3651634 | 133147 | 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 | 14.65 | False | None | None | False | None | False | 112846.899 | 0 | | 3651635 | 133147 | 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) Raft | Cum | 8225.91 | 8225.91 | 18.675 | False | None | None | False | None | False | 153618.86925 | 0 | | 3651636 | 133147 | 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) Wall | Cum | 10576.17 | 10576.17 | 29.7 | False | None | None | False | None | False | 314112.249 | 0 | | 3651637 | 133147 | 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 | 2.76 | False | None | None | False | None | False | 32433.588 | 0 | | 3651638 | 133147 | 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) Ramp & Pipeside Concrete | Cum | 7834.2 | 7834.2 | 8.8659 | False | None | None | False | None | False | 69457.23378 | 0 | | 3651639 | 133147 | 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 | 2.1787 | False | None | None | False | None | False | 213283.030381 | 0 | | 3651640 | 133147 | None | P. No. 187, I.No.16.1.2, Vol 5 BWSSB 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) Half round pipe | m | 719.86 | 719.86 | 80.5 | False | None | None | False | None | False | 57948.73 | 0 | | 3651641 | 133147 | None | P.No. 26, I.No.4.17, Vol 3 SR 2023-24 | Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (P.No. 26, I.No.4.17, Vol 3 SR 2023-24) | Cum | 3170.6 | 3170.6 | 19.8 | False | None | None | False | None | False | 62777.88 | 0 | | 3651642 | 133147 | None | P.No. 149, I.No.16.28, SR Vol 3 2023-24 | 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:383:2016:, 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. (P.No. 149, I.No.16.28, SR Vol 3 2023-24) | Cum | 8368.21 | 8368.21 | 19.8 | False | None | None | False | None | False | 165690.558 | 0 |
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