PS Road to Nuagaon Road for the year 2025-26.

Clearing grass and removal of rubbish on both sides of the road to facilitate widening of berms, disposal of the stuff upto a distance of 50 metres outside the periphery of the area including all labour, T&P articles required for the work etc. complete as per the specification and direction of the Engineer-in-charge.

BUSG Labour for scraping cleaning the road suface 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 but excluding cost and conveyance of bitumen ,metal and chips complete as per specification and direction of Engineer in charge.

Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to recive bituminous

Providing and applying tack coat using bitumen @0.2 / 0.30/.40 kg per sqm on the prepared bitumenous surface/granular base treated with primer/ granular base (not primed) cleaned surface including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge.

Providing and laying 20 mm thick premix carpet using 0.27 cum of 13.2 mm to 5.6 mm size crushed stone chipping & 14.60 kg. penetration grade of bitumen per 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 other T&P articles but excluding cost & conveyance of chips & bitumen complete as per specification & direction of the Engineer-in-charge

Providing and laying 6 mm thick precoated seal coat Type - B using 0.06 cum of 6.7 mm size chips and down graded 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 & all other T&P articles but excluding cost & conveyance of chips & bitumen.

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

Filling in foundation & Plinth with sand well watered and rammed as per the direction of the Engineer-in-charge.

P.C.C(1:3:6) using 40mm size H.G. metal with all Cost, Conveyance , Royality & Taxes of all material and labour,T & P etc. Complete as per the direction of the Engineer-in-charge. (Foundation)

P.C.C(1:3:6) using 40mm size H.G. metal with all Cost, Conveyance , Royality & Taxes of all material and labour,T & P etc. Complete as per the direction of the Engineer-in-charge. (Sub-Structure)

Providing the road surface in the both sides of berm manually with approved quality of moorum including all labour charges for spreading, laying, levelling for the work including cost, conveyance, royality and taxes of all materials, finished item of works as per the specification and direction of the Engineer-in-Charge.

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