Boundary wall PHC Bahu

Amount

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)

Dismantling Brick Wrok, Tile Masonry or Tile Lining and Tile Terracing (HSR 8.5 ) (b) In cement

Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth (HSR 10.28)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (Straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position complete in all respects. [HSR. 10.86 + 10.95 (a)]

Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centering and shuttering, laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). [HSR. 10.90 + 10.95 (a)].

Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65 kg per sqm laid hot and sanded. (HSR 10.114)

First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)

First class brick work laid in cement sand mortar 1:4 in first storey upto 4 meters above plinth level. (HSR 11.9)

12mm thick cement plaster on walls (1:6). (HSR 15.7)

Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, grating frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR 18.12).

Fe -500 EQR TMT steel bars for RCC works where not included in the complete rate of RCC including bending , binding and placing in position complete (HSR 18.22)

Sh. Sukhbir Singh