Laying CC paver block M-35 at Canal Rest House at RD 15800 of Thanesar Disty.

Amount

Earth work in excavation in foundation, 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)

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

Earth work in excavation in filling in all kind of soil with averge lead of 1.0 km.HSR 5.2(b)+4.1

Cement concrete 1:4:8 with stone aggregate 20mm nominal size in foundation and plinth HSR 10.38

Cement concrete 1:2:4 with 20mm stone aggregrate in foundation and plinth (HSR 10.41)

Extra for laying and watering the earth in 25CM layer and dressing HSR 6.2(g)(i)(ii)(iii)(v)

Preparing watering and ramming surface for laying concrete on horizontal portion HSR10.122(a)(I)

First class Brick work laid incement sand morter 1:4 in foundation and plinth .HSR No.11.4

Providing and laying 60 mm thick paving block of all shape and colour in design mix M. 35 over a bed of 25 mm thick fine sand complete in all respect . H.S.R No. 10.158 A&C Slip No. 20 dated 22.03.2018

15mm thick cement plaster 1:3 (HSR 15.9)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect (HSR 10.82)

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)

Gian Sharma