Periodical Maintenance to RD Road to Arsa for the Year 2026-27

Earthwork in hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods by mechanical means to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of Engineer-in-charge. Berm cutting

Clearing grass and removal of rubbish to adistance of 50m outside periphery of area on both sides of the road to facilitate widening of berms, disposal of the stuff including all labour, TandP articles required for the work etc.complete as per IRC specification for Road works and direction of Engineer-in-Charge.

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

Laying for scraping,cleaning,the road surface,applying tack coat using 3.00kg of bitumen for 10 sqm and laying 37.5mm thick built up spray grouting in one layer 37.5mm using 0.45cum of 20mm to 40mm size hard granite metal and 15 kg penetration grade of bitumen for 10 sqm in each layer with 0.12 cum of 12mm size hard granite chips and keystone for 10 sqm spreading over and laying including fitting curing and spreading over and spreading bitumen metal and chips and rolling with PRR including running charges of PRR.Hot mix plant,Bitumen boilers and all other etc complete.

Providing and applying Tack coat with Bitumen for finished item of work using 0.3 kgs of bitumen per 1 sqm using mechanical means etc.complete as per Specifications for Road and Bridge Works and as per direction of the Engineer-in-charge

Providing 20mm open graded premix carpet using 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and mini hot mix plant over prepared surface using a total quantity of 14.6 kgs of 80 100 grade bitumen per 10sqm including hand packing to proper camber and compacting with 8T- 10T power road roller,bitumen boiler for finished item of work etc.complete.as per direction of the Engineer-in-charge

Providing 6mm thickness pre-coated seal coat with 6mm size h.g.chips including cost, conveyance, royalty, taxes, lab our, and all other materials required for the work etc. complete as per direction of the Engineer-in-charge

Earthwork in excavation in foundation and trenches hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of Engineer-in-charge.

Filling with sand well watered and compacted with appropriate rammer or mechanical compactor and top surface dressed and levelled to proper gradient as per direction of the Engineer-in-charge including watering and ramming with cost conveyance, royalities, taxes of all materials and labour with required for the work etc. complete as per specification and direction of the Engineer-In-charge.

P.C.C.M-15 with Cement concrete 1:2.5:5 in Foundation with using h.g.stone agreegates of approved quality including hoisting and laying placing in position concrete watering and curing including cost of rigid and smooth stool centering and shuttering and cost, conveyance, royality and taxes of all materials labour required for the work etc. complete The materials used in the work and finished item of work shall confirm to relevant I.S specification and as per specification and direction of the Engineer-In-charge