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| 1 | Construction of Embankment with Material Obtained from Borrow Pits construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300,1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5+S.J. No. 231(a) |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upłoalead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material And (mord No. 300 |
| 3 | Providing concrete for plain/reinforced concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 And (mord No. 800 & 1200) |
| 4 | Brick masonry work in cement mortar in 1:4 substructure complete excepting pointing and plastering, as per drawing in foundation up to plinth and technical specification Clauses 602, 603, 604, 1202 & 1204 And (mord No. 600) |
| 5 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 And (mord No. 600) |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings in 1:2:4 and technical specifications Clause 802, 803, 1202 & 1203 And (mord No. 800 & 1200) |
| 7 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 And (mord No. 800) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars. AS PER DSR 2023 $15.22.1 |
| 9 | Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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, complete as per Technical Specification Clause 401. |
| 10 | Cement Concrete PavementCement Concrete with 2cm gauge approved stone grit, course sand & cement in proportion of 1:1.5:3 in CC Pavement (Thicjmess as Design) with 43 grade cement or any other type as per Clause 1501.2.2. coarse and fine aggregates conforming to 15:383, 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, and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints,s, admixtures as approved, curing of concrete slabs for 14-days, |
| 11 | S/Fixing m.s. iron heavy size for crossing channel as per S.I. No. 503 |
| 12 | S/F FIXING SIGN BOARD AT SITE |
| 13 | Less 5% Competitive price efficeincy Please Enable Macros to View BoQ information |
