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| 1 | Dismantling cement concrete or brick or granolithic but floor to be stone flagged or tiled floor including stacking of dismantled as directed by E/IC with in a distance of 60 meters (200 Feet). |
| 2 | 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 levels and slopes and also including 1.5 m lift and 30m ]ead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. Mannual (Smallwork). (4-Chapter PWD.SCH.No. |
| 3 | Providing and laying Cement Concrete in 1:5:10 (1 cement :5 fine sand 10 brick ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter PWD.SCH.-274) |
| 4 | Class-150 (Non Modulao brick work in 1 :4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the wor ( Chapter No. 06 Sr.No. 2) |
| 5 | 12mm cement plaster with cement mortar in proportion of \"l:4 cement & coarse sand of single coat for interior plastering upto flool two level including internal rounded angles chamfers, and rounded angles not exceedlng 80mm. ln girth and finished even and smooth. (Chapter No.13 Si.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 | Supply & Fixing of Glass Strips for expension Joint etc all complete. (NS) On market Rate |
| 8 | Disposal of Refuse Malva mixed soil up to 8km. distance loading & unloading etc. all Complete. (None Scheduled) |
| 9 | Raising & re-fixing of manhole including all material labor T&P etc. all complete. (NS) |
| 10 | Supply & fixing of R.C.C. manhole frame and cover including all complete. (NS) |
| 11 | Supply & mixing 3.5 kg and or as specified by the manufacture, hardener in tremix concrete per sqm |
| 12 | Supply & Fixing Granite Stone Work Display Board (Size 2.50ft x 4.00ft) including Painting, Lettering etc. all complete. (None Schedule) |
| 13 | Sub Total |
| 14 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 15 | Grand Total Please Enable Macros to View BoQ information |
