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| 1 | Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deletrious materials and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable matrial. As per DSR (2.8.1) |
| 2 | Providing and laying in position cement concrete of specified grade ecluding th cost of centring and shuttering all work upto plingth level 1:5:10 (cement, coarse sand and 40 mm stone ballast) as per DSR 4.1.10 |
| 3 | Class-150 brick work in 1:4 cement and Coarse sand of fineness modulus mortar in foundation and plinth including supply of all material, labour T&P etc required proper completion of work. but in super-structure, including necessary cutting and moulding of brick work as required and including honey comb brick work, thickness of wall of one brick thick As per DSR (6.1.1) |
| 4 | Providing and laying in position cement concrete of specified grade ecluding th cost of centring and shuttering all work upto plingth level 1:1.5:3 (1 cement:1.5 coarse sand: 3 gradded stone grit 20mm nominal size DSR 4.1.2 |
| 5 | 12 mm cement plaster of mix 1:4 cement coarse sand mortor as per SOR chapter 15 plaster and pointing DSR 13.4.1 |
| 6 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. DSR 2.25 (A) |
| 7 | 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 Tachnical Specification Clause 401 |
| 8 | 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Please Enable Macros to View BoQ information |
