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| 1 | Dismantling cement concrete or bricks or granolihic floor i/c base concrete and all as per SI NO 697 |
| 2 | Cartage disposed of dismentiledmaterial from site up to 3 km i/c all. |
| 3 | S/Laying of lean conc. With 1:6 :12mix. 40 mm gauge Brick ballast i/c all as per SI no 273 |
| 4 | M-150 class B/W in 1:4 cement & C-sandBrick masonry workin foundation and plinth ,drain i/c supply of all material ,labour, T&P etc as per SI 305a |
| 5 | Plastering with cement mortar (1:4), 12 mm thicki/c all material,labour,T&P etcas per SI 582a |
| 6 | 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 |
| 7 | Cement Concrete with 2cm. Gauge approved stone grit, coarse sand & cement in proportion of 4:2:1 i/c sipply of all materials, labour, as SI N0-279(a) |
| 8 | Construction ofun-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, |
| 9 | S/F of M.S. Iron work in channal at crossing i/c all |
| 10 | S/F sign board i/c all comp. at site. |
