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| 1 | Site Visit & Photograph. |
| 2 | Excavation in Cutting in Soil by manual means with lead upto 50 m, Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Analysis as per Integrated SOR) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttring 1:5:10 (1 cement : 5 coarse sand ( Zone-III ) derived from natural sources : 10 graded stoneaggregate 40mm nominal size derived from natural sources) All work upto plinth level(Analysis as per Integrated SOR) |
| 4 | Brick masonry workin 1:4 cement mortar (1: cement 4:coarse sand)with common burnt clay non modular briks in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203. (Analysis as per Integrated SOR) |
| 5 | RCC work grade M-25i/c all material, labour T&P etc. req. for proper completion of the work.(Analysis as per Integrated SOR) |
| 6 | Supplying, fitting and placingTMT bar reinforcement infoundation complete as per drawings and technical specifications Clauses 1000 and 1202.(Analysis as per Integrated SOR) |
| 7 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. (As per Integrated SOR) |
| 8 | Providing concrete for plain/reinforced concrete Nominal mix 1 : 2 : 4 (Hand mixed) in open foundations complete asper drawings and technical specifications Clause 802, 803,1202 & 1203.(As per Integrated SOR) |
| 9 | Providing and fixingof 450.00 mm dia NP-3hume pipe i/c all t&p.(Analysis as per Integrated SOR) |
| 10 | Construction of granular sub baseby providing well graded material spreading in uniform layers with mortar grader on prepared surface,mixing by mix in place method with rotavater at OMC,and compacting with vibratory roller to achieved the desired density complete as per clause. (Analysis as per Integrated SOR) |
| 11 | Construction of un-reinforced , plain cement concrete pavement, thickness as per desingn, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), 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, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using cruing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification clause 1501.(As per Integrated SOR) |
| 12 | Providing and laying of expansion joint filler at joint.(M.R) |
| 13 | S/F Sign board etc all complete. |
