1718782382000 | 0 | None | None | Other Works | Construction of windrow platform at Kolipur solid waste disposal area | 1270841.22 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3308646 | 115537 | 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. (I.No.1.14, Pg no.8, V-1 2021-22 PWD SR) | Cum | 75.19 | 75.19 | 90.25 | False | None | None | False | None | False | 6785.8975 | 0 | 3308647 | 115537 | None | code02 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (I.No.3.1, Pg no.15, V-3 2021-22 PWD SR) | Cum | 32.96 | 32.96 | 90.25 | False | None | None | False | None | False | 2974.64 | 0 | 3308648 | 115537 | None | code03 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of tableNo.(I.No.3.6, Pg no.15, V-3 2021-22 PWD SR) | Cum | 425.39 | 425.39 | 140.0 | False | None | None | False | None | False | 59554.6 | 0 | 3308649 | 115537 | None | code04 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401(I.No.4.2, Pg no.19, V-3 2021-22 PWD SR) For Grading -Material | Cum | 2302.05 | 2302.05 | 70.0 | False | None | None | False | None | False | 161143.5 | 0 | 3308650 | 115537 | None | code05 | 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 inm3 2,394.00uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density(I.No.4.27, Pg no.24, V-3 2021-22 PWD SR) | Cum | 2465.82 | 2465.82 | 105.0 | False | None | None | False | None | False | 258911.1 | 0 | 3308651 | 115537 | None | code06 | 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, 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.(I.No.20.29, Pg no.138, V-3 2021-22 PWD SR) | Cum | 6707.36 | 6707.36 | 105.0 | False | None | None | False | None | False | 704272.8 | 0 | 3308652 | 115537 | None | code07 | Providing and laying in position plain cement concrete for levellingcourse for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specificationsMix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. (I.No.2.1.3, Pg no.15, V-1. 2021-22 PWD SR) | Cum | 5924.56 | 5924.56 | 2.25 | False | None | None | False | None | False | 13330.26 | 0 | 3308653 | 115537 | None | code08 | Providing and laying in position Reinforced 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 gradedcoarseaggregatesandfine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, wellcompacted using needle vibrators,providing weep holes wherever necesary, 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesaggregates, (I.No.2.4.2, Pg no.17, V-1. 2021-22 PWD SR) | Cum | 8298.5 | 8298.5 | 5.25 | False | None | None | False | None | False | 43567.125 | 0 | 3308654 | 115537 | None | code09 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. (I.No.9.3, Pg no.103, V-3 2021-22 PWD SR) | Tonne | 75190.0 | 75190.0 | 0.27 | False | None | None | False | None | False | 20301.3 | 0 |
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