Construction of 5 span slab Culvert at RD 1.300 of Putthar App. Road in Panipat Distt.

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 brick ballast 40mm nominal size in foundation and plinth.(HSR 10.36)

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

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 centring and shuttering,laid in position complete in all respects. (HSR 10.82+10.95(a)

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 & placing in position complete TATA, TISCON will be praferred. In case of non availability RINL, SAIL will be used (18.22)

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. (HSR 10.59)

Brick-on-edge flooring laid in cement sand mortar 1:4 on 75 mm thick cement 1:8:16 and 100 mm sand filling and cement pointed 1:2 on top. (HSR 14.23)

Cement pointing 1:2 deep variety on brick and tile work.(HSR 15.60) Note:- In case of any discrepancy found in nomenclature/ unit of item of BOQ depicted in the DNIT. The nomenclature/unit of MORTH (5th) revision / HSR shall be applicable.