|
| 1 | Nirman karya |
| 2 | Earth work excavation in foundation in ordinary soil including lift UP to 1.5m and lead 30mm with filling watering and raining of excavation of earth as per S.I. No-251 |
| 3 | Concrete with 40mm gauge stone ballest, cement and sand in foundation in the proportion of 8:4:1 including supply of all material, labour,tools &plant as per S.I No-281 |
| 4 | R.C.C work in 1:2:4 cement, c/sand & 20mm gauge sone grit IN SLAB etc as per S.I. No-284A |
| 5 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work etc SI No-504 |
| 6 | M-150 First class B/W in 1:4 (1 cement ,4 c/sand ) mortar.(S.I.No. 305 b ) |
| 7 | 12 mm thick plaster in 1:3 cement & fine sand mortar etc(SI NO 582) |
| 8 | E/W cutting/filling in ordinary soil in cartage in 5km all complete work etc. |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 10 | Providing /laying (WBM grading 3rd) spreading and compacting stone aggreagated of 53-22.4mm size to water bound macadam specification including spreading in inform thickness hand packing rolling with smooth wheel rooler 80-100kn In stage to proper grade and camber applying the brooming stone screening to fill up the interstices of cease aggregate watering and compacting to the required density.(as per specification on attached analysis of rate by PWD) S.no. 4.7 clause 405 Chapter no.4 |
| 11 | 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 1501.2.2M30 (Grade) coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, 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 leveling the formwork as per drawing spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in confinuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, scalant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved curing of concrete slabs for 14 days including trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per direction of Engineer in charge to meet tenchincal specification. |
| 12 | Supply and fixing of 250 mm dia NP-3 hume pipe including cost of material loading unloading cartage up to site, all taxes etc. complete. |
| 13 | Cleaning at site all complete work etc. |
| 14 | S/F of display board. |
| 15 | ADD GST 18% Please Enable Macros to View BoQ information |
