Construction of drainage syphon at RD 5460 Bichki Sub Minor for protection of abadi area of villages Bichki and Pipli Majra and agricultural land.

Amount

Earth work excavation in cutting with a combined lead upto 15mtr including breaking of clods (HSR 6.2(b)

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing in cement (HSR 8.5 (b)

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres (HSR 6.6)

Cement Concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth (HSR10.40)

RCC 1:1.5:3 with stone aggregate 20mm nominal size excluding shuttering and shuttering (HSR 10.79+10.95(a)

First class brick laid in cement sand mortar 1:3 in foundation and plinth (HSR11.5)

Dressing bed and preparation of sub grade for lining (HSR 19.1)

Cement Concrete 1:2:4 (Plain) with stone aggregate 20mm nominal size in foundation and plinth. (HSR 10.41)

Cement pointing 1:2 deep variety on brick work (HSR 15.60)

Shuttering for faces of concrete foundations and foundation beams (vertical or battering)(HSR 9.13)

Centering and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters etc. (HSR 9.5)

Centering and shuttering for slab culverts. exceeding 3 metres but upto 6 metres span (HSR 9.18 (b)

Steel reinforcement TMT Bars FE-500 EQR/FE-500D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, handers and annealed steel wire etc. and placing in position complete in all respect for all heights/depths/storeys/basements etc. NOTE:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work excluding overlaps. Wastage, overlaps, coupling, welded joints, spacer bars, chairs, stays and annealed steel wire or other methods for binding and placing shall not be measure and cost of these items shall be deemed to be included in the rates for reinforrcement. (HSR 18.22)

Rehandling of Earth work an average lead 15mtr. (HSR Chapter No.6 Note-II)

Extra for laying earth as per specifications for compaction in 25 cm layers and dressing, but excluding cost of rolling (HSR 6.2(g)(i)

Single layer brick lining on side slopes consisting of first class bricks laid in cement mortar 1:3 over 6mm thick cement mortar 1:3, over 10 mm thick cement plaster 1:3, over 10mm thick cement plaster 1:6 on sub grade. (unit per sqm) (HSR 19.30(b)

Credit of Bricks & Brick bats.