DNIT for construction of 5 feet span slab type culvert on Karnal Kachhwa Sambli Kaul road Road ID 7370) SH 09 at RD 27.200 in Karnal District

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 1:6:12 with stone aggregate 40mm nominal size in foundation and plinth (HSR 10.32)

Cement Concrete 1:4:8 with brick ballast 40mm nominal size in foundation and plinth (HSR 10.36)

Cement Concrete 1:11/2 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. (HSR 10.60)

First class brick laid in cement sand mortar 1:5 in foundation and plinth. (HSR 11.3)

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

Cement concrete 1:1½ :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.(H.S.R. 10.82 + 10.95 (a))

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

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 in all respect. Note: - Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS : 1732. Wastage, overlaps, coupling, welded joints space bars, chairs, stay, 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 reinforcement)(NS).

Making and filling expansion joints, with bituminous filler (bitumen 40 percent, asbestos 5 percent and sand 55 percent), 12 mm wide (HSR 24.34) Note:- In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and that given in HSR. the unit and nomenclature given in HSR Shall be applicable. ii) In case of any difference in the unit of any Non- schedule items depicted in this DNIT and the Conventional unit of that N.S Item as per practice in this department the conventional unit as per practice shall be applicable.