| 1707487143000 | 0 | None | None | Other Works | Construction of cement concrete roads at Ambedkar colony and surrounding areas in ward No. 216 Hulimavu (Block No. 17-2) | 1072736.1 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2540168 | 77667 | None | item1 | 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 with all lifts and lead, By Mechanical Means (P.No. 10, Sl.No. 2.8(ii)a, Vol-1, 2023 24) | Cum | 790.9 | 790.9 | 90.0 | False | None | None | False | None | False | 71181.0 | 0 | | 2540169 | 77667 | None | item2 | Preparation and Surface Treatment of Formation. Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause310 (P.No. 18, Sl.No. 3.11 Vol-3, 2023-24) | Sqm | 4.4 | 4.4 | 600.0 | False | None | None | False | None | False | 2640.0 | 0 | | 2540170 | 77667 | None | item3 | 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 t vibratory roller, finishing and curing. (P.No. 49, Sl.No. 6.1, Vol-3, 2023-24) | Cum | 5412.0 | 5412.0 | 75.0 | False | None | None | False | None | False | 405900.0 | 0 | | 2540171 | 77667 | None | item4 | 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. (P.No. 149, Sl.No. 16.28, Vol-3, 2023-24) | Cum | 7429.4 | 7429.4 | 75.0 | False | None | None | False | None | False | 557205.0 | 0 | | 2540172 | 77667 | None | item5 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge - (Page No. 163, Item No. 7C.4, Vol-3 SR 2023-24) | Mtr | 77.0 | 77.0 | 252.0 | False | None | None | False | None | False | 19404.0 | 0 | | 2540173 | 77667 | None | item6 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand /Kankar /Moorum (Tipper 5.5 m3 ) - (Page No. 5, Item No. 1.1, Vol-3 SR 2023-24 | Cum | 148.5 | 148.5 | 90.0 | False | None | None | False | None | False | 13365.0 | 0 | | 2540174 | 77667 | None | item7 | Cost of Haulage Excluding Loading and Unloading, Case-1 : Surfaced Road , a.Taking output 10 t load and lead 10 km = 100 t.km - (Page No. 5, Item No. 1.4(i)a , Vol-3 SR 2023-24 | Cum | 33.79 | 33.79 | 90.0 | False | None | None | False | None | False | 3041.1 | 0 |
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