Internal development work of Boundriwall and Plot No 303 to 307 in Block A of Anand Vihar Housing Scheme

PART -A DRAIN WORK

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50m and lead upto 30M and lead upto 30m and including filling watering and ramming or excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer - in-charge upto a distance of 30M from the foundation trenches.

Concrete with 4cm. Gauge brick, ballast, fine sand of 1.25F.M. and cement, in proportion of 1:4:8 in under floor, including supply of all material, labour, tools & plants etc. required for proper completion of the work.

M-150 Brick work in 1:4 ( 1cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.

12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.

Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

R.C.C work with cement , approved coarse sand & 2cm gauge approved slone grit in proportions of 1:1.5:3 in slab excluding supply of reinforcement andits bending , but including its fixing and binding the same with 24 B.W. G.G.I binding wire and shuttering tetc and supply of all materials labour tools & plants etc required for proper completion of the work including cost of binding wire . the rate excludes maing of drip course which shall be paid extra.

M.S (tor steel or plain ) in work such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authories overlaping shall be measured and including cost of binding wire.

PART - B ROAD WORK

Earthwork in cuting of in embankment in ordinary solexcavation to be done from regular pits not exce den and work embankment to be in 20 cm layng and dressing the surface to required pred levels and earth from outting to be used in making esiopes and also including 1.5M is and lead up to 8 km The Mentor to be deposited as spoil banks within 30M distance as directed by ne Engineer in-charge, excluding the cost of royalty of earth