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| 1 | Work |
| 2 | Excavation for roadwaysoil usig maual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical SpecificationSI 251 |
| 3 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding 1/2 metre C 20\") in depth and earthwork in embankment to be in 20 cm (8) Layers including ramming and dressing the surface to required levels and slopes and also including 1.5metre (5ft) lift and 30m. (100 ft) lead. The earth from cutting to be used in making embankment or to be desposited as spoil banks within 30m. (100ft). distance as directed by the Engineer-in-charge. As per SCH PWD-253. |
| 4 | Providing & laying plain cement concretewith cement, sand and40 mm guage brick ballast (1:6:12) S.I.No 273 |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layerswith 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 |
| 6 | Brick work in1:4 cement and coarse sand mortar in foundation upto plinth as per DAR 6.1.1 |
| 7 | Providing Laying of 40 mm thickCC (1:2:4) with cemet, csand and stone grit Asper Si No DAR 4.10 |
| 8 | 12mm thick plaster 1:4 with cement and c sand SI N0 13.1.1 |
| 9 | Providing & laying in position cement concrete 1:1.5:3 with cement c sand and 20mm stone grit of specific gradewith cement, sand and40 mm guage AS per DAR4.1.2 |
| 10 | Mild steel or iron work in reinforced cement concrete ic cutting bending As per DSR ( 5.22A.6) |
| 11 | Construction ofun-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 1501.2.2 M30 (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 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 levelling 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, admixtures as approved, curing of concrete slabs for 14-days,(Without Dowel Bar)\"using curing compound (where specified) and water finishing to lines and grade as per drawingand As per MORD Specification. Clause 1500 |
