Construction of BT Road from Pindamal to Pipalpadar

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials (Moorum or Gravel) to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT and H Specifications for Road and Bridge works(4th Revision) Including cost conveyance, royalty and taxes of materials, T and P and labour etc. complete asper direction of the Engineer-in-charge. Grading-II metalling (Granite stone)

Cleaning the existing granular base surface including removal of binding materails and other foreign materials with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receve bituminous carpet asper direction of the Engineer-in-charge

Providing and applying prime coat /tack coat including cost and conveyance of Bitumen T and P and labour etc. complete asper direction of the Engineer-in-charge

Providing and laying 20mm thick premix carpet using 0.27 cum of 13. 2mm to 5.6 mm size C.B H.G chips and 14.60kg. Pencetration 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 and P articles Including cost conveyance, royalty and taxes of all materials and bitumen and labour etc complete asper direction of the Engineer-in-charge

Providing and laying 6mm thick precoated seal coat Type-B using 0.06 cum of 6.7 mm size chips as per sieve analysis and 6 8 Kg Of bitumen per 10 sqm, including hire and running charges of PRR, hot mix plant, tar boiler and all other T and P articles Including cost conveyance, royalty and all texces of all materials and bitumen and labour etc complete asper direction of the Engineer-in-charge

Blinding road surface with sand including cost, conveyance royalty and taxes of sand T and P and labour etc complete asper direction of the Engineer-in-charge.

Earthwork in hard soil or gravelly soil within 50mtr. Initial lead and 150 Mtr Initial lift including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers nol exceeding 0.30 mtr in depth including labour, T and P etc as per the direction of the Engineer-in-charge