|
| 1 | Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300.2 per Technical Specification Clause 301.5 |
| 2 | 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 Technical Specification Clause 401. |
| 3 | Providing & laying spreading and compacting stone aggregates of 22.4-53 mm size 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 & camber , applying and brooming , screening Type-B to fill up the interstics of coarse aggregate , watering and compacting to the required density Grading 3 as per technical Specification Clause 405. |
| 4 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete, thickness as per design, over a preapared subbase, with 43 grade cement or only other type as per clause 1500.M.25 (Grade), coarse and fine aggregate not exceeding 25 mm, mixed in a concrete mixture of not less than 0.2 cum capacity and appropriate weight bactcher 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 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, admixtyres as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specifiaction Clause 1500 |
| 5 | Earth work in excavation in foundation in ordinary soil (loam clay or sand) AS PER SI NO. 251 |
| 6 | Concrete with 40mm gauge B/ballast,F.Sand (1.25 FM) & Cement With(1:4:8)including supply of all material labour and T&P etc requirtement for complition of work as per SI no. 275 |
| 7 | Supply and laying dry brick ballast (OBB) under and half round of the pipe |
| 8 | M-150 Class Brick work in 1:4 cement and coarse sand mortar including supply of all materials, labour & tool & plants etc. required for proper completion of work.as per si no. 305b |
| 9 | Supply & laying of 600mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. |
| 10 | Struck cement pointing in 1:2 cement & fine sand motar including supply of all material, labour and T&P etc, required for proper completion of the work.as per Si.no. 574 |
| 11 | 12mm thick plaster with cement & fine sand proportion 1:4 mortar As per S.I NO 584. |
| 12 | Finishing walls with water-proofing cement paint of approved make, such as Super Snow-cem, quality and of required shade on undecorated wall surface (one coat) over and including one coat white cement primer to give an even shade after thoroughly brushing the surface s including curing and cost materials for outer Face. as per SI No.660 |
| 13 | S/F of Sign Board. Please Enable Macros to View BoQ information |
