NP BELHARKALA KE WARD NO 04 ME MAIN ROAD RAVIDAS MANDIR SE PAWAN KE GHAR MARG PAR CC ROAD EVM RCC NALI KA NIRMAN KARYA

Excavation of Foundation in ordinary soil including lift up to 1.50 meter and lead up to 30 m including filling, watering and ramming of excavated earth into the trench or into the plinth and removal and disposal of surplus earth as directed by E/I as per SI No-251.

P.C.C.in 1:4:8 cement course sand with 40mm gauge Stone ballast.

M150 Sub class A brick work in 1:4 cement and sand mortar in Brick Work including supply of all material, labour T&P etc required for completion of the work as per SI No. 305+303

RCC works with cement, approved coarse sand and 20 mm gauge approved stone ballast in the proportion 1:1½:3 in Drain slab excluding the supply of reinforcement and its bending but including its bending supply of the all materials, labour T&P etc. as per S.I No.284 A

Milde steel or iron in plain work such as reinforcement concrete brick work to required shape as necessary including bending for completion of work and including supply of Tor steel its wastage bend hooks and authorized overlapping shl be measured upto floor two level as per S.I No 504

Providing, laying, WBM Grade-3 with 22.4-53mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller and fill up the interstices of coarse aggregate, watering and compacting to the required dencity G-3 as per TSC 405.3

Laying C.C. Road slab consisting of 1:1½:3 cement, coarse sand & approved 20mm. Gauge stone ballast, over prepared sub grade after its rectifications & bringing it to proper camber & including supply of all materials, labour and T & P etc. required for proper completion of work, finished to required templete as directed by Engineer-In-Charge but excluding cost of required for rectification of the sub grade.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in embankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100") lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100") distance in directed by the E/I.