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| 1 | Work |
| 2 | Clearing and grubbing road land including uprooting wild vegetation,gross, bushes srubs, shaplings and tree of gurt upto 300mm, removal of stumps of such trees cut earlier and desposiol of un survecable material and stacking of servicable material to be used are auctioned,upto a lead of 1000m including removal and desposial of top organic soil not exceeding 150mm in thickness as per technical specification clause 201, non thourny jungle.(by mechanical means) PWD SCH NO 259 CH-4-2.31 |
| 3 | 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 SpecificationClause 302.3 |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 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 | Providing concrete plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 & 1203 |
| 7 | Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.600 &1200 |
| 8 | 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 |
