Rural Development Department Tender

Labour for scrapping cleaning road surface applying tack coat using 3.00 kg of Bitumen for 10 sqm and laying 37.5 mm thick BUSG in one layerusing 0.45 cum of 25 mm to 40 mm size Granite metal and 12.00 kg Bitumenof penetration Grade for 10 sqm with 0.12 cum of 12 mm size chips as key stone for 10 sqm spreading over and laying including heating pouring and spreading over and preading bitumenmetal chips and rlling with PRR and all other machineries including cost and conveyance of all materials etc complete

Providing 20 mm thick Premix carpet using 0.27 cum of 13.2 mm to 5.6 mm size crushed chips and 14.6 kg penetration Grade Bitumen for 10 sqm including hand packing to proper camber and consolidation with P.R.R including hire and running charges of PRR hotmix plant, bitumen boilers and all other T&P articles but excluding cost and conveyance of chips and bitumen complete as per specification and directionof E.I.C

Providing & laying 6 mm thick pre coated seal coati Type B using 0.06 cum of 6.7 mm size chips as per sieve analysis & 6.8 kg of Bitumen per 10 entreat including hire & running charges of P.R .R, Hot mix plant, Tar Boiler & all other T&P articles etc complete as per direction of Engineer-in-charge

Earth work in in hard soil or Gravelly soil in embankments , roads etc max Laboratoty dry density not less than 1.44 Gm/1.52 Gm/1.65 Gm per cubic centimeter in road embankments respectively upto 3m or morethan 3 m high & top below the subgrade level within 50 m initial lead & 1.5 mtr initial lift from the approved borrow pits away from the toe of the final section of the Road embankment bottom of the pit not being cut by an imaginary line having a slope 1:4 projected from the edge of the final section of the bank including rough dressing & breaking clods to max 5cm to 7 cm & laying in layers not exceeding 23 cm up to the required level including removal of roots, shrubs,bushes & all foreign debries from the earth & benching the old embankment, sectioning & cambering the earth work conveyance of all materials, T&P articles required for the work, with ordinary compaction with PRR complete in all respect as per specification of the work & direction of the Engineer-in-charge