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| 1 | Dismanting of existing structures like culverts, bridges. retaining wall andother structure comprising of brick masonary, including T&P and scaffoldingwherever necessary,sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with all lifts andlead of1000 m as perTechnical specification Clause 202. |
| 2 | 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) |
| 3 | 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 |
| 4 | 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. |
| 5 | Plastering with cement mortar (1:4),15 mm thick on brickwork insubstructure as per technical specification Clauses 613.4 & 1204Plastering with 1:4 cement mortar |
| 6 | Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader/ tractor mountedappropriate equipment on. prepared Surace, mxing Dy mix in placemethod with rotavator at OMC. and compacting with smooth wheel roler to achieve the desired density complete as per technical MORD|Specifications 401 |
| 7 | Construction un-reinforced, dowel jointed at expansion and construction joint only, plain cementconcrete 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, compactedusing 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 concreteslabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per Unit= cum |
| 8 | Plain cement concrete (1:2:4) insubstructure complete as perdrawings and technical specificationClauses 802, 804,805, 806, 807,1202 ans 1204 for Coping. |
| 9 | supply of stone Ballast of 22.4-53 mm guage stone blaast including suplly of stone ballast of approved quarry royalty carriage upto site loading unloading stacking testing charges trade tax and other taxes etc |
| 10 | Plain/ Reinforcementcement concrete (1:2:4) in substructure complete asper drawings andtechnical specification Clauses 802,804, 805, 806, 807, 1202 ans 1204 |
| 11 | Supplying, ftting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings andtechnical specification Clause 1002,1005,1010 & 1202 |
| 12 | Provision of Shilanyas and Lokarpan Granite Stone engraved and fling with colour paint inclduding all charges of labour, materials, tools, tackles, transportion, fixing stands and frames.ete for inauguration. Please Enable Macros to View BoQ information |
