|
| 1 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. S.O.R No- 253 (a) |
| 2 | Excavation in foundation in ordinary soil as per S.I. 251 (a) |
| 3 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 finess modulous and cement in proportion of 12:6:1 in foundations and floors including supply of all materials, labour and T & Petc. required for proper completion of work. As per Sr No 11.4 & Reference to MORD Specifications 273 |
| 4 | Brick masonry work in cement mortar in substructure (Fdn and Plinth) complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:4 Cement mortar As per Sr No 12.1 & Reference to MORD Specifications 600 |
| 5 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 As per Sr No 12.3 & Reference to MORD Specifications 600 |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) As per Sr No 11.4 & Reference to MORD Specifications 800 & 1200 |
| 7 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete (as per RMR Analysis of rates) |
| 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 1501.22 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. As per Sr No 6.4 & Reference to MORD Specifications 1500 |
| 9 | S/F of Information sign board including …. Complete. Please Enable Macros to View BoQ information |
