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| 1 | Site clearance includding supply of all labours, material T&P etc all complete. |
| 2 | Earthwork in excavation of foundation in ordinary soil (loam, clay & sand) including liftupto 1.50 m and lead upto 30 cm including filling, watering and raming of excavated earth into the trenches or in the plinth and removal and disposal of surplus earth as directed by the Eng. including upto a distance of 30 mtr from foundation as per (S.l.No.251) |
| 3 | Earthwork in the earth carted from 1.00 Km. distance on kachcha road. |
| 4 | P.C.C . 1:4:8 with stone ballast. |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 6 | Class 150 sub class 'A' brick work in 1:4 cement coarse sand mortor in foundation & up to plinth including supply of all materials and tools and plants etc. required for proper completion of the work . As per (S.l.No305b) |
| 7 | R.C.C work with cement approved coarse sand 20mm gauge stone grit in proportion of 1:1.5:3 in foundation and footing excluding the supply of rainforcement and its bending but including its bidding the same with 24 BWG HI binding wire and alos including providing & fixing necessary centering and shuttering and its removal after completion of work & supply of all other materials labour T&P etc. Required for the proper completion of the work. As per (S.l.No.284a) |
| 8 | Mild steel of iron work in plain work such as in reinforced concreate or reinforced brick work (When not included in overall rate) wrought to required shapes as necessary and bending for the proper completion of work including supply of steel and its wastages and all labour and T&P required for proper completion of work note the steel shall bent cold and all bends hooks and authorised over lapping shall be measured as per s.l. No 504 |
| 9 | 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 M35 (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, Please Enable Macros to View BoQ information |
