Vikas Khand Kudraha Gram Kachani mein prahlad vishwakarma ke ghar se mahesh gupta ke ghar tak cc road avm dharmendra yadav ke ghar se puliya tak nali nirman karya

Earthwork in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 indepth and work in embankment tobe in 20 cm. including ramming and dressing the surface to required levels and slopes & also including 1.5m lift & 30m lead including royalty required for proper completion of the work as per direction of E/I of the work including two lead & one lift etc. with royality charges (as per S.I. No. 253(Cartage of Earth upto 3 Km)

Excavation in Foundation in ordinary soil (Loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling, sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I up to a distance of 30m. from the foundation trenches including all T&P etc. complete Rate as per S.I.No. 251 (Schedule Rate)

M-150 Class B/W in 1:4 cement & Coarse Sand finencess modulous mortar in foundation and plinth including supply of all material, labour tools and plants. etc. required for proper completion of work. Rate as per S.I.No. 305

Dismantling of cement concrete pavements by mechanical means using penumatic tool breaking to pieces exceeding 0.02 cum in volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000m , stacking serviceable and unserviceable materials separately. Chapter-4 SI NO-2.15

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.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

P/L of 125 micron polythene sheet under CC road CH 19 NS.4

Laying C.C. Road Slab consisting of 1:1.5:3 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 andT & 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. SI NO.773(b)

Construction of expension joint

Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. (PWD-255)