Construction of 7 shops in Nagar Palika Parishad Bilhaur

Earth work in excavation by mechanical means (Hydraulic excavator)y manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sem on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge

Providing and laying in cement concrete 1:5:10 ( 1cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering shuttering finishing and reinforcement - 1:1.5:3 (1 cement: 1.5 coarse sand (zone-Il) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) All work up to plinth level

Reinforced cement concrete work in column excluding cost of centering , shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in beams excluding cost of centering , shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth level in Cement mortar 1:6 (1 cement : 6 coarse sand)

Earth work in filling in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding 1/2 mtr(20") in depth & earthwork in embankment to be in 20cm (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5mtr (5ft) lifts and 30m (100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30mtr (100ft) distance as directed by the Engineer-in-charge. Cartage upto 5Km

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor to vth level in Cement mortar 1:4 (1 cement : 4 coarse sand)

Reinforced cement concrete work in Slabs excluding cost of centering , shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).