Construction of boundary wall along with part periphery of farm area of Gangwa BlockII ccshau hisar

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)

Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, complete (HSR 6.13)

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m (a) soft/loose soil {HSR 6.25(a)}

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 meters above plinth ( HSR 10.59)

D.P.C. 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)

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

15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (HSR 15.12)

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)

White washing three coats (HSR 16.48)

Colour washing two coats (HSR 16.50)

Steel wire fixed independently without connecting plates including cutting hosting and fixing in position, complete (HSR 18.1 (c )

Providing and fixing G.I. barbed wire fencing, weighing 13.60 kg to 15.50 kg per 100 metres (Horizontal/ diagonal )and fixed with G.I. wire of 12 gauge or by providing cut including 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 and concrete which is payable extra)(NS)

Eartg filling along with boundary wall dune sand (tiba sand), brought from out side (any lead) in 15 cm layer including laying dressing, watering ramming consolidating excavation, carriage loading unloading and compensation etc. complete (NS)

Sombir Contractor

Bidder Name

Sombir Contractor