| 1708436507000 | 0 | None | None | Roads | Construction of CC Road and RCC Drain Infront of Anganavadi at Bhovi Colony in Ward No-14 | 143910.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2720459 | 86008 | None | Vol: 3, Item No. 2.7 1A, Page No. 10. | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material withall lifts and lead. | Cum | 808.0 | 808.0 | 6.1 | False | None | None | False | None | False | 4928.8 | 0 | | 2720460 | 86008 | None | Vol: 1, Item No. 1.14, Page No. 08. | Earth work excavation for Foundation by mechanical means for all works & depth up to 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils depth upto 3M. | Cum | 105.0 | 105.0 | 7.4 | False | None | None | False | None | False | 777.0 | 0 | | 2720461 | 86008 | None | Vol: 1, Item No. 2.1.2, Page No. 15. | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. | Cum | 5833.0 | 5833.0 | 1.3 | False | None | None | False | None | False | 7582.9 | 0 | | 2720462 | 86008 | None | Vol-I Item No. 2.11 h, Page No. 18 | 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. | Tonne | 81381.0 | 81381.0 | 0.14 | False | None | None | False | None | False | 11393.34 | 0 | | 2720463 | 86008 | None | Vol: 1, Item No. 2.4.2, Page No. 16. | 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 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. (The cost of steel reinforcement & formwork to be paid separately).
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6828.0 | 6828.0 | 3.3 | False | None | None | False | None | False | 22532.4 | 0 | | 2720464 | 86008 | None | Vol: 1, Item No. 1.9, Page No. 07. | 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. Vol: 1. | Cum | 273.0 | 273.0 | 1.55 | False | None | None | False | None | False | 423.15 | 0 | | 2720465 | 86008 | None | Vol: 3, Item No. 3.1, Page No. 17 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work. | Cum | 87.0 | 87.0 | 4.05 | False | None | None | False | None | False | 352.35 | 0 | | 2720466 | 86008 | None | Vol: 1, Item No. 1.14, Page No. 08. | 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 appurtenace requiredto complete the work. In all kinds of soils Depth upto 3m. | Cum | 105.0 | 105.0 | 16.2 | False | None | None | False | None | False | 1701.0 | 0 | | 2720467 | 86008 | None | Vol: 3, Item No. 6.1, Page No. 49. | 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 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. | Cum | 5067.0 | 5067.0 | 8.1 | False | None | None | False | None | False | 41042.7 | 0 | | 2720468 | 86008 | None | Vol: 3, Item No. 16.27, Page No. 148. | 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 M20 (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 | 6565.0 | 6565.0 | 8.1 | False | None | None | False | None | False | 53176.5 | 0 |
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