Vikash Khand Bighapur me Rayepur main Road se Kankareswar Minder tak Interlocking Road

Excavation in Foundation in O/S (loam clay or sand) including lift upto 1.50m & lead upto 30m & including filling watering and ramming of excavated earth into the trenches or into the space Between the building and the sides of foundation. (P.W.D. Sch No. 251)

Earthwork cutting & embankment in O/S excavation to be in form of regular pits not exceeding 1.0 m and 50 cm in depth and earth work in embankment to in 20cm Layers including ramming and dressing the surface to required level and slops and also including 1.50 m lift and 30.0 m lead . the form cutting to be useed in making embankment or to be deposit as spoil banks with in 30m distence as directed by the engineer in charge as per si no. 253. Including Cartage From 5.0km .

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

M150 B/W in 1:4 Cement:C Sand Mortar in Plinth & Foundation Including Supply Of All Materials Labour And T&P etc. As per si no 305(b).

Providing and laying cement concrete 1:2:4 (1Cement, 2 coarse sand, 4 graded stone ballast20 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete also including cost of form work in foundation & floors. (P.W.D. Sch No279(b )

P/L of 80 mm thick rubber moulded reflective zig zag tiles of precast compressed CC passing minimum 30 MP compressive strength over and inc. of fine sand cussion with all comp as per directed by E.I.

300 mm dia Hume Pipe

Supply & fixing of Sign Board and innogration stone I/c painting etc. I/c labour material and T&P etc.