Road & Highway Construction Tenders

E/W in cutting or in embankment in ordinary soil excavation to be In the from of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm. Layers including remming and dressing the surface to required levels and slopes and also including 1.50M lift and 30M. lead the earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M distance as but 8.00km cartage soil directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (where machine con not reach/move) as per S.I. No. 253(a)

E/W in cutting or in embankment in ordinary soil excavation to be In the from of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm. Layers including remming and dressing the surface to required levels and slopes and also including 1.50M lift and 30M. lead the earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M distance as but 8.00km cartage soil directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (where machine con not reach/move) as per S.I. No. 253(a)

R.C.C work with cement Approved coarse sand and 2cm gauge approved stone ballast in proportion of 1:2:4 etc slab works etc….all comp As per P.W.D.S.I. NO. 284

Providing & Applying priming coat with bitumen emulsion on on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0-70 Kg./Sqm. Using machanical means. Before Applying prime coat. The surface will be cleaned with Machanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime Coat will be applied 24 Hrsbefore the application of bituminous course including all taxes, Material, Labour, T&P etc. required for proper copletion of the work.

17.95 Construction of granular sub-base by providing close" graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor graderon prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.17.95.2 With material conforming to Grade-11 (size range 53 mm to 0.075 mm) having CBR Value-25