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| 1 | Description of work |
| 2 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3 |
| 3 | Providing and laying in position in C.C. specified grade excluding the cost of centering, shuttering , finishing and reinforcement (1:6:12) with cement, Fine sand and 40mm gauge Brick ballast i/c all as per pwd specifications no 273 |
| 4 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering as per drawing and technical specifications Clauses 600,& 1200 |
| 5 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 6 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 |
| 7 | 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 as per MORD specification 401 |
| 8 | Construction of un-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, admixture as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 9 | Construction of Sub grade and earthen shoulders construction of sub grade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site. Spreading grading to required sloope and compacted to meet requirement of TABle 300.2 with lead upto 1000 m as per Technical specification clause 303.1 ref Mord 303. |
| 10 | Providing concrete for plain/reinforced concrete in open foundation complete as pere drawings and technical specifications clause 802, 803, 1202 and 1203 RCC grade- M-25 |
| 11 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 12 | Supply/Fixing of 2\"6\"X4\"size granite stone for inauguration or information including all etc.complete 18 mm thick. |
| 13 | GST WILL BE PAIED SEPARATLY AS PER RULES Please Enable Macros to View BoQ information |
