|
| 1 | Earth work in filling in sub grade ,earth transported from 1.00 km distance & mechanically compacting with road roller or iron hammer I/c hire and fuel charges of roller and I/c all materials, labour , T&P , all taxes etc all complete as per directed by Engineer in charge. |
| 2 | Construction of granular sub base by providing well graded material, spriding in uniform layers with motor grader on prepared surface mixing by mix in place method with roatvetor at OMC .and compacting with smooth wheel roaller to achieve the desiersd density, complet as per technical specification Clause 401 |
| 3 | Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadom specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80 - 100 KN in stages to proper grade and camber, apploying and brooming, stone screening to fillup the interstices of coarse aggregate, watering and compacting to the required density .Grading-3 as per technical specification class 405 |
| 4 | Construction of un-reinforced, dowel jointed, at expansion and construction Joint only, plain, cement concrete pave ment, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as oer clause 1501.2.2 M-30 (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 weight batcher using approved mix design, laid in approved fixed side formwork (steel channerl, laying and fixing of 125 micron thick polythene film, wedgesm steel plates including levelling the from work 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, do wek bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14- days curing compund (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501 |
| 5 | Earth work in excavation in Foundation in B.C. soil Lead up to 30 m and lift up to 1.50 m I/C all complete as per directed by Engineer in charge. |
| 6 | Filling of local sand having P.I. less then 5 in foundation or for stabilization of sub grade I/c all materials, labour , sprinkling of water as required , T&P ,royalty, all taxes etc. required for proper completion of work |
| 7 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) complete. DSR 2023 - 4.1.10. |
| 8 | Class-150 brick work in 1:4 cement & fine sand mortar in foundation and plinth I/c all complete as chapter 6 as S.I. No. 305 |
| 9 | Plaster 12mm thick with cement, fine sand mortar in proportion of 1:4 in fair side of wall I/c all complete as directed by engineer in charge etc. (chapter 13 as SI no 17.58 (ii)) |
| 10 | C.C. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit including all complete work etc as chapter 5 as S.I. No. new item (a) |
| 11 | R.C.C. work in 1:1½:3 cement, coarse sand and 20mm gauge stone grit including all complete for but for slab as chapter 5 as S.I. No. 283(1) |
| 12 | M.S. or iron work (Tor or plain bar) in plain work such as R.C.C. /R.B. work I/c all complete as directed by engineer in charge as chapter 10 as SI No. 504 |
| 13 | Supply and fixing of Add Sign board / Sila Patt & photography etc. (For Estimate Purpuse) Please Enable Macros to View BoQ information |
