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Dismanting of existing structures like culverts, bridges. retaining wall and other structure comprising of brick masonary, including T&P and scaffolding wherever necessary,sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of1000 m as per Technical specification Clause 202.

Construction of embankment with approved material obtained from borrow pits with all ifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 ( earthwork in filling)

cement concrete1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources DSR 2023 4.1.10

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification Brick masonry in 1:4 cement mortar.

Plastering with cement mortar (1:4),15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 Plastering with 1:4 cement mortar

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment on. prepared Surace, mxing Dy mix in place method with rotavator at OMC. and compacting with smooth wheel roler to achieve the desired density complete as per technical MORD| Specifications 401

Construction 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 appropiate weigh batcher using approved mix design, lid in approved fixed sideformwork (steel channe|, laying and fxing of 125 micron thick polythene flm, wedges, steel plates| including levlling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and fnished 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,using curing compound (where specified) and water finishing to lines and grade as per Unit= cum

Plain cement concrete (1:2:4) in substructure complete as per drawings and technical specification Clauses 802, 804,805, 806, 807,1202 ans 1204 for Coping.

Plain/ Reinforcement cement concrete (1:2:4) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Supplying, ftting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clause 1002,1005,1010 & 1202