1722337972000 | 0 | None | None | Roads | Construction of CC road and drain from Market to Khadebazar road in Kotwal Galli Ward No. 1 Belagavi. | 1239882.87 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3648349 | 133007 | None | I.No.2.19, Vol-3, SR 2023-24) | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (I.No.2.19, Vol-3, SR 2023-24) | Cum | 697.56 | 697.56 | 360.0 | False | None | None | False | None | False | 251121.6 | 0 | 3648350 | 133007 | None | I.No. 4.17, Vol-3 SR 2023-24 | 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. | Cum | 3170.6 | 3170.6 | 72.0 | False | None | None | False | None | False | 228283.2 | 0 | 3648351 | 133007 | None | I.No 16.28 1501 Vol-3, SR 2023-24 | Providing and constructing un-reinforced plain cementconcrete 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 125micron 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. | Cum | 8368.21 | 8368.21 | 72.0 | False | None | None | False | None | False | 602511.12 | 0 | 3648352 | 133007 | None | I.No.1.14.1, Vol-1, SR 2023-24 | 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 theexcavated 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 (I.No.1.14, Vol-1, SR 2023-24) | Cum | 126.38 | 126.38 | 13.77 | False | None | None | False | None | False | 1740.2526 | 0 | 3648353 | 133007 | None | I.No. 1.9, Vol-1, S.R. 2023-24 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.( I.No. 1.9, Vol-1, S.R. 2023-24 | Cum | 329.57 | 329.57 | 8.1 | False | None | None | False | None | False | 2669.517 | 0 | 3648354 | 133007 | None | I.No. 1.1B, Vol-3, S.R. 2023-24 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 10 m3) ( I.No. 1.1B, Vol-3, S.R. 2023-24) | Cum | 147.44 | 147.44 | 5.67 | False | None | None | False | None | False | 835.9848 | 0 | 3648355 | 133007 | None | I. No. 1.4(i)A, Vol-3, SR 2023-24 | Cost of Haulage Excluding Loading and Unloading Case-1 : Surfaced Road Taking output 10 t load and lead 10 km = 100 t.km ( I. No. 1.4(i)A, Vol-3, SR 2023-24) | T.Km | 14.87 | 14.87 | 7.26 | False | None | None | False | None | False | 107.9562 | 0 | 3648356 | 133007 | None | I.No.2.1.4, Vol-1, SR 2023-24 | 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 machinery, 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 20 mm nominal size graded crushed coarse aggregates (I.No.2.1.4, Vol-1, SR 2023-24) | Cum | 7702.86 | 7702.86 | 1.62 | False | None | None | False | None | False | 12478.6332 | 0 | 3648357 | 133007 | None | 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 (I.No.2.4.2 Vol-1, SR 2023-24) ( with form works) | Cum | 10576.17 | 10576.17 | 8.51 | False | None | None | False | None | False | 90003.2067 | 0 | 3648358 | 133007 | None | 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 (I.No.2.4.2 Vol-1, SR 2023-24 ( without form works) | Cum | 7834.2 | 7834.2 | 0.91 | False | None | None | False | None | False | 7129.122 | 0 | 3648359 | 133007 | None | I.No.2.11(H), 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 (I.No.2.11 (h), Vol-1, SR 2023-24) | Tonne | 97894.63 | 97894.63 | 0.34 | False | None | None | False | None | False | 33284.1742 | 0 | 3648360 | 133007 | None | 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 (I.No.16.1.2 , Vol-5 SR 2023-24) | Each | 719.86 | 719.86 | 13.5 | False | None | None | False | None | False | 9718.11 | 0 |
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