| 1707987494000 | 0 | None | None | Roads | CONSTRUCTION OF CC ROAD AND CC DRAIN FROM MAREMMA HOUSE TO MASHEMMA TEMPLE IN YADGIR CITY | 1646337.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2602379 | 81184 | None | 001 | 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 | Cum | 76.65 | 76.65 | 48.75 | False | None | None | False | None | False | 3736.6875 | 0 | | 2602380 | 81184 | None | 002 | 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 ppurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates | Cum | 6039.6 | 6039.6 | 7.5 | False | None | None | False | None | False | 45297.0 | 0 | | 2602381 | 81184 | None | 003 | 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 ranite/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, confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to omplete the work as per technical specifications. | Cum | 6568.8 | 6568.8 | 15.5 | False | None | None | False | None | False | 101816.4 | 0 | | 2602382 | 81184 | None | 004 | Add 35% for (Additionalities) for formwork, centering & Scaffolding | Cum | 328.44 | 328.44 | 15.5 | False | None | None | False | None | False | 5090.82 | 0 | | 2602383 | 81184 | None | 005 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation/Substructure/Superstructure complete as per Drawing and Technical Specifications. | Tonne | 99009.75 | 99009.75 | 0.62 | False | None | None | False | None | False | 61386.045 | 0 | | 2602384 | 81184 | None | 006 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | Cum | 4226.25 | 4226.25 | 37.2 | False | None | None | False | None | False | 157216.5 | 0 | | 2602385 | 81184 | None | 007 | 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. | Cum | 6837.6 | 6837.6 | 186.0 | False | None | None | False | None | False | 1271793.6 | 0 |
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