SR to Balibandha to Naradpur Road

Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling & trees girth upto 300 mm , removal of stumps of trees cut earlier 7 disposal of un service material to be used for auctioned up to a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness etc complete.

Clearing the existing black topped surface including removal of binding materials & other foreign materials with wire brush & small picks, sweeping with brush/ broom & finally dusting with old gunny bags or compressed air to receive bitumen etc complete as per direction of Engineer-in-charge

Providing and applying Tack coat with rapid Emulsion (RS) including cost, conveyance, etc complete as per direction of Engineer-in-charge.

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 EIC

Earth work in in hard soil or Gravelly soil in embankments , roads etc within 50 m initial lead & 1.5 mtr initial lift including rough dressing & breaking clods to max 5cm to 7 cm & laying in layers not exceeding 0.30m in depth as per specification approved by the department along with proper compaction with P.R.R including hire & running chargs of P.R.R ( Measurements to be taken on finished compacted section of the fill)

Supplying & fixing 15 cm dia 1.00 m long guard posts of RCC (1:2:4) using 7.5 kg of steel for each guard post with 12 mm size black hard granite chips including cost of all reinforcement and materials, centering, shuttering and watering, carrying etc complete as per direction of Engineer-in-Charge.