L 51 to Posei Road__BUSG,PMC and Seal Coat0.367 to 1.034 1.107 to 2.070 2.303 to 2.478

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD & as per direction of the Engineer-in-Charge.

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres etc complete as per specification and direction of Engineer in charge.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) etc complete as per pecification and direction of Engineer-in-Charge

Supplying all materials Labour T&P for scraping cleaning the road surface applying tack coat using 3.0 Kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 Kg penetration grade of bitumen for 10 Sqm with 0.12 cum of 12 mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries complete as per specification and direction of Engineer-in-Charge.

Providing and applying tack coat over prepared surface using 60/70 grade bitumen removal of binding materials with wire brushes etc. complete for finished item of work including all cost of all materials and labour T&P etc. complete as per specification and direction of the Engineer in Charge.

Labour for laying 20 mm thick premix carpet using 0.27cum of 13.2mm to 5.6 mm size crushed stone chipping and 14.60 kg. penetration grade of bitumen for 10 sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR, hot mix plant, bitumen boilers and all other T & P articles including all cost of all materials, labour, royality to site as per specification and direction of the Engineer-in-charge etc complete.

Providing 6 mm thick pre coated seal coat type "B" laid to specified levels grade and cross fall using 6.70 mm size CBHG chips of 0.06 cum and bitumen of 60/70 grade @ 6.80 kg for 10 sqmt including hire and running charges of PRR and all other T&P articles including labour, cost conveyance, royality, taxes and all other materials required for the work etc. complete as per specification and direction of Engineer in Charge.