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| 1 | Scraping of Max Phalt Road including disposal of all scraped material to a distance of 30mtrs (100 ft) as directed by Engineer-In-Charge C.P. & T&P.etc. all complete. {Chapter No.20 Si No. 772(a)} |
| 2 | Dismantling of Old Interlocking Tiles pavement including staking of serviceable material and disposal of unserviceable material within lead of 50m as per direction of Engineer in charge. (NS) |
| 3 | Earth work in Cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required lavels and slops and also including 1.5 m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge etc. all complete. (4-Chapter Si.No.3) |
| 4 | Cartage of Malva, Silt, sludge kankar and other disposable organic material etc. all complete with labour T&P including cartage of 8 km. (Chapter No.3 Si.No.8) |
| 5 | Providing and laying Cement Concrete in 1:5:10 (1 cement :5 fine sand 10 Stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter Sr.No.1) |
| 6 | Constuction of un-reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exeeding 25mm, mixed in a concrete mixer of not less than 0.2 cum acapacity and apporopriate 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 continous aperation including provision of contraction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing comound (where apecified) and water finishing to lines and grade as per drawing and technical and technical sepcification clause 1501. (For Agra). (Chapter No.20 Si.No.12) |
| 7 | Class-150 Brick Work in 1:4 Cement and Coarse Sand, mortar in foundation and plinth including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapter No. 06 Sr.No. 2) |
| 8 | 12mm thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive.(c) 1 Cement : 4 Coarse sand.(Chapter No.13 Si.No.2) |
| 9 | Raising & Re-fixing of Manhole including all material labor T&P etc. all complete. (Non Scheduled) |
| 10 | Supply & fixing R.C.C Menhole cover heavy duty size etc. All complete. (Non Scheduled) |
| 11 | Supply & Fixing Granite Stone Work Display Board (Size 2.50ft x 4.00ft) including Painting, Lettering etc. all complete. (None Schedule) |
| 12 | Sub Total (A) |
| 13 | Add / Deduction For Estimate Figure Amount Match |
| 14 | Grand Total Please Enable Macros to View BoQ information |
