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| 1 | C.C./Interlocking Nirman Karya |
| 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 roatvator at OMC and compacting with smooth wheel roller to achieve the desiersd density, complete as per technical specification Clause 401 |
| 3 | Construction of un-reinforced, dowel jointed, at expansion and construction Joint only, plain cement concrete pavement, thicknees as per design, over a prepared subbase, with 43 grade cement or any other type as per clause 1501.2.2 M-30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not excedding 25 mm, mixed a concrete mixer ofnot less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (Steel channerl, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing, spreading the concrete with shovels, rakes, compacted usingneedle, screed and plate vibratorn and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant to dowel bars, near approaches to bridge/culvert and construction joints 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 specification Clause 1501 |
| 4 | Earth work in excavation in foundation in B.C. soil Lead up to 30m and lift up to 1.50 m i/c all complete as per directed by Engineer in charge. |
| 5 | 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 |
| 6 | Cement concrete with 40 mm gauge stone ballast, approved coarse sand and cement in proportion of 8:4:1 i/c all required for proper completion of work as per directed by Engineer in charge. As chapter 5 as S.I. No. 281 |
| 7 | Class-150 brick work in 1:4 cement and Fine sandmortar in foundation and plinth I/c all compeletechapter- 6 S.I. No. 305 |
| 8 | Plaster work 12 mm thick with 1:4 cement& Fine sand mortar over brick work I/c all complete as per directed by Engineer in charge. |
| 9 | C.C. work in 1:2:4 cement, coarse sand and 20mm gauge stone grit I/c all required for proper completion of work asdirected by engineer in charge, chapter 5 S.I. NO. New item - (a) |
| 10 | Supply and fixing of Granit Black Stone sign board including painting and lettering as directed by Engineer-in-charge. |
| 11 | Add for Photography etc. |
