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| 1 | Earth work in Excavation in foundation in ordinary soil i\c lift 1.50 & lead 30m etc………all Comp. As per P.W.D.schedule item.N0. 251 |
| 2 | cement concrete with 1:6:12 (1 cement 6 fine sand, 12 brick ballast 40mm nominal size etc……..all Comp. As per P.W.D.schedule item. No. 273 |
| 3 | Class-150 brick work with 1:4 cement & c- sand mortar etc…......all comp. As per P.W.D.schedule item.No. 305 |
| 4 | in cutting or Embankment in ordinary soil excavation to done from regular pits with cortege 5 km. distance without Royalty etc…………all comp. SI. No. 253 |
| 5 | 12mm thick Plaster with cement & C- sand mortar in 1:5 including supply of all material labor etc…......all comp. As per P.W.D.schedule item. No. 584(i) |
| 6 | R.C.C. Work with cement approved coarse sand and 2cm (3/4\\") gauge approved stone ballast in proportion of 1:1.5:3 etc Slab works etc……….all Comp. As per P.W.D.schedule item No. - 284A. |
| 7 | M.S. or iron in plain work such as R.cc i\c bending for proper shape and i\c supply of steel & its wastage, bend, hooks, and authorized overlapping shall be measured and i\c cost of binding wire.etc………..all Comp. As per P.W.D.schedule item N0.504 |
| 8 | P/L in cement concrete 4:2:1 with 20mm stone aggregate coarse sand and cement etc…......all comp As per P.W.D.schedule item.No. 279 (i) |
| 9 | S/F of granite stone indication board in brick Masonary padastal etc…. all work comp. as per direction of E/I/C |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. rading 3 (with 22.4 - 53 mm St.Ball) as per MORTH Technical Specification Clause 404 |
| 11 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per direction fo E/I As per Ref to MoRTH specifications 602 Sr.No 6.2 |
| 12 | ADD G.S.T @ 18% Please Enable Macros to View BoQ information |
