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| 1 | Cement concrete in foundation in (1:6:12) in cement , f.sand sand and 40 mm B/ballast i/c all as per si no 273 |
| 2 | M-150 b/work in (1:4) cement , c.sand i/c all as per si no 305(a) |
| 3 | P.C.C work 1:2:4 in cement , c.sand and 20 mm stone grit i/c all as per si no 279(a) |
| 4 | 12mm thick plaster with cement and coarse sand of 2.2 fineness modules in 1:4as per si no 584(new) |
| 5 | 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). , carted earth upto 3 km for raising of road for the drainage of water |
| 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 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specificationincluding spreading in uniform thickness,hand packing rolling with smooth wheeel roller 80-100 kn in stages to proper grade and camber,applying and brooming,stone screening to fill up the interstices of coarse aggregate,watering and compacting tothe required density as per technical specification clause 405.By Manual Means |
| 8 | Construcion ofun-reinforced plain cement concrete pavement, thickness as per design , over a prepared sub base , with 43 grade cement or any other type as per clause 501 .2.2 M30 grade , coarse and fine aggregates confirming to IS 383 , mixed in a concrete mixture of nor less than 0.2 cum capacity using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film i/c all , spreading the concrete with shovel, compacted using needle, screed and plate vibrator , provision of contraction and expansion , construction jointi/c admixture of approved quality , curing of concrete slab for 14 days ,i/c all complete work ( without dowel bar) as per MORD 1500 |
| 9 | RCC work in 1:2:4 in Cement course sand and 20mm stone grit as pr Same with 24 BWGGI binding wire as pr PWD SI No 284 |
| 10 | M.S9 Tor steel or plan in R.C.C or RB work i/c Bending for Proper shape as Necessary for proper completion of work as pr si no 504 (1.25%ofR.C.C work |
| 11 | Providing and fixingGranite stone with lattter writting including supply of all materials labour T/Petc all complete as per direction of engineer incharge |
| 12 | Add. 12% GST |
