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| 1 | (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 |
| 2 | Dewatering work in Nadi for working as per p.w.d. S.O.R. SI No-8(8HP) |
| 3 | Earth work in cutting or in embankment in ordinary soll, excavation to be in the form of regular pits not exceeding 1/2 metre (20\\") in depth and earth work in embankment to be in 20 cm.(8\\") layers Including ramming & dressing in ic all tis per 51-253(s) + Including mechanically compected as per SI No-260a(As per MORD 3.5 302) |
| 4 | Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 1:4:8(Cement Coarsesand 400 mm stone ballast) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. As per S.I. No. 281 |
| 5 | Brick masonry work in cement mortar in 1:4(Cement corase sand) 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) |
| 6 | Plastering with cement mortar (1:4)(Cement coarsesand), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 And (mord No. 600) |
| 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)in (M-25) |
| 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 S15.22.1 |
| 9 | Providing and Laying 1200 mm dia NP-3 Type R.C.C Hume Pipe As per S.I.No-(11+10) |
| 10 | Fixing of joints in Hume pipes with Juit and cement etc. complete at site. S.I. New item -2(ii) (up to 800 mm To Above dia ) Chepter-20 |
| 11 | 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 3000 m as per Technical Specification Clause 301.5+S.I. No. 231(a) |
| 12 | Supply and fixing 10 cm. dia weight 21.67 kg. (1.80 m. lenth c.i. pipe iron pipe. S.I. No-33 (iii) |
| 13 | 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)(M-20) |
| 14 | Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). as per D.S.R. 16.73 Page No.258 V- |
| 15 | 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.(Mechanical mean) |
| 16 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(Mechanical mean) |
| 17 | Cement Concrete PavementCement Concrete with 2cm gauge approved stone grit, course sand & cement in proportion of M-30 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 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 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, |
| 18 | Supply and fixing of a sign board including necessary supply of all materials, labour, Tools & plants etc. required for proper completion of the work As Per S.E. (R.E.D.). Saharanpur Sanction Please Enable Macros to View BoQ information |
