Construction of side drain in village Sahlawas

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)

Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth. (HSR 10.39)

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

Cement concrete 1:11/2:3 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 centering and shuttering laid in position complete in all respects. a)Extra over item nos. 10.79 to 10.94, if 1:1½:. Mix is used instead of 1:2:4 (HSR 10.82 + 10.95 a)

Cement concrete 1:11/2:3 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 10.87 + 10.95 (a))

Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in fascias parapets and other thin vertical sections, not covered by Item Nos. 10.82, 10.86 to 10.88 not exceeding 10 cm thickness excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. (HSR 10.90+10.95 a)

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

12 mm thick cement plaster 1:4 (HSR 15.5)

Fe -500 EQR TMT steel bars for R.C.C., works where not included in the complete rate of R.C.C., including bending , binding and placing in position complete. Note:- Reinforcement shall be measured in length including hooks, if an separately for different diameters as actually used in work, excluding overlaps. Form the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS-1732. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcements (NS).

Providing & fixing public information board consisting of 75mm GI pipe of size 2.45m x 1.15m with 900mm x 900mm GI sheet 16 gauge connected / welded with 5mm thick steel plate of 50mm duly painted as per column mentioned in the drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect.

Arun Khasa Contractor

SHRI BHAGWAN