Construction of bridge at RD 3440 of Outfall Drain No.1.

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 No.6.6

Rehandling of earth work. HSR No. Note - II of Chapter 6

Earth work excavation in all kind of soil for filling with average lead for 495 meter HSR No.6.2 c (I), (II) & (II)

Design mix cement concrete of grade M-15 with minimum cement contents 240 Kg./cum in foundation and plinth HSR No.10.64

Design mix cement concrete of grade M-30 with minimum cement contents 340 Kg./cum in foundation and plinth.

Design mix cement concrete of grade M-30 with minimum cement contents 340 Kg./cum in first storey upto 4 meters above plinth level.

Fe-500 EQB 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 HSR No.18.22.

Centring and shuttering for faces of walls, partitions, retaining walls,well steining and the like (vertical or battering)including attached pilasters etc. HSR No.9.5

Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal HSR No.9.1

Providing and laying GI pipe railing 62 mm dia above crash barrier NS item

Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls HSR No.16.26.

Making and filling expansion joints, with bituminous filler (bitumen 40 percent, asbestos 5 percent and sand 55 percent), 12 mm wide HSR No.24.34.

GAURAV CHAUDHARY CONTRACTOR

M/S SHRI KRISHNA CONTRACTOR ENGINEERS

The Swamika Cooperative Labour and Construction Society Ltd.