Vikas Khand Vikramjote mein Gram Sabha Chandrapaliya ke Gram Raidaspur mein Aydhya Prasad ke ghsr se Kali Mata ke mandir tak cc road 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)

C.C. with 40 mm gauge brick balasst,C/Sand & Cement in the proportion of including 1:5:10 supply of all materials labour T&P etc. complete required for proper completion of the work as per S.I. No. 274

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

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

Shilanyash Board