Construction of 7 feet 6 inch high boundary wall (6 feet 0 inch high brick wall and 1 feet 6 inch high fencing over wall) along with part periphery of farm towards Eastern side of KVK, Ujha (Panipat)

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)

Centering and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttress etc. (45% of labour rate of HSR 9.5)

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

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

Damp proof course 25 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 10.115)

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 metres above plinth level {HSR 11.9}

15 mm thick cement plaster 1:5 on the rough side of single or half brick wall (HSR 15.11)

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

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 16.3)

Applying priming coat with metal primer on new steel or iron work including preparation of surface (HSR 16.9)

Finishing walls with exterior decorative cement based paints such as snowcem , Robbiacem etc. on new work, two coats to give an even shade.(HSR 16.61)

Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position in :- {HSR 18.1 (c)} (c)Tees, angles and channels

Providing and fixing concertina spiral G.I. wire fencing of 1'-6" dia on Y-shape angle iron posts and barbed wire fencing (excluding cost of angle iron posts & barbed wire fencing) weighing 150 kg to 160 kg per 100 meter, ( of make as approved by Engineering In charge and confirming to IS specifications) fixed with plain GI wire of 16 gauge, complete in all respect as directed by Engineer-in-Charge (plain GI wire used for binding shall be not be measured for payment) (NS)

providing and fixing G.I. barbed wire fencing (made of wires of TATA make), weighing 13.60 kg to 15.50 kg per 100 metres (Horizontall) and fixed with G.I. wire of 12 gauge or by providing cut cluding drilling holes in the posts, complete in all respects as directed by Engineer-in-Charge (including the cost of G.I. wire used for binding which shall not be measured for payment but excluding the cost of posts, struts, earth work and concrete which are payable separately) (NS)

M/S BHAGWATI CONSTRUCTION CO.