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| 1 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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.I. No. 231(a) |
| 2 | 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) |
| 3 | 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) |
| 4 | 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) |
| 5 | 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) |
| 6 | 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 S15.22.1 |
| 7 | Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction 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. |
| 8 | Providing,Laying,Spreading and Compacting Stone Aggregate of Spefic Size to water bond macedam Sepefication i/c spreding in uniform thickness,hand packing,rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber,appling the brooming,stone screnning to fill up the of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Sepefication Clause 405. |
| 9 | Providing And Laying Of 80 mm Thick Interlocking Tiles as per Drawings and Technical Sepefication Clause 1504. |
| 10 | S/Fixing m.s. iron heavy size for crossing channel as per S.I. No. 503 |
| 11 | Supply and fixing of a sign board including necessary supply of all material labour tools &plants etc required for proper completion of the work As per S.E. (R.E.D). SAHARANPUR |
| 12 | Less 5% Competitive price efficeincy Please Enable Macros to View BoQ information |
