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| 1 | Dismantling of old BOE soling i/c stacking etc. all comp at site. |
| 2 | Earth work in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm layers i/c ramming and dressing the surface to required levels and slopes and also i/c i/c 1.50 m lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by the Engineer-in-charge. SI No.-253(a), 261(b) & 231(a). i/c royalty, carted earth upto 5 km |
| 3 | Laying of BOF soling with old bricks i/c preparation of subgrade and filling local earth in joints etc all comp at site as per SI no. 762a |
| 4 | Construction of granular sub base by providing well graded material spreading in uniform layers with Tractor mount grader on prepared surface mixing by mix in place method Tractor with rotavator at OMC,and compacting with Three wheel 80-100 KN Static Roller to achieve the desire density,complete as per technical specification clause 401. By Manual Means |
| 5 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 |
| 6 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 provision of contraction and expansion, construction 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, |
| 7 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 8 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 9 | Supply & Fixing of Informatory Sign board at site including letter, writing, painting etc all comp at site. |
| 10 | DEDUCTION OF COMPETITIVE PRICE EFFICENCY (5%) |
| 11 | GST Please Enable Macros to View BoQ information |
