S/R to RD road to Badabara via-Gudapada road such as construction of retaining wall and pothole repair with BUSG and PMC with SC in BT surcace for the year 2026-27

Earth work in excavation of foundation in all kinds of soil in the structures upto 3m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, dressing of sides and bottom and backfilling with approved materials including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Providing and filling in foundation and plinth with sand including watering & ramming with cost, conveyance, royalities of all materials with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and cost of labour, T&P, etc. required for the work complete as per specification & direction of the Engineer-in-charge.

PCC M-15 (Nominal Mix 1:2.5:5) using 40mm & downgraded size stone agreegate including watering, curing,ramming with centering & shuttering including cost, conveyance, royalty of all materials with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge. (In Foundation)

PCC M-15 (Nominal Mix 1:2.5:5) using 40mm & downgraded size stone agreegate including watering, curing,ramming with centering & shuttering including cost, conveyance, royalty of all materials with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge. (In Sub-structure)

Filling in foundation and plinth with excavated materials including cost of labour, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Providing weepholes in brick/ stone masonry, plain / reinforced concrete abutment, wing wall, return wall etc.with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification including cost, conveyance, royalty of all materials with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Clearing grass and removal of rubbish upto a distance of 50mtr outside the periphery of the area including cost of all labour, T&P articles required for the work complete as per specification and direction by the Engineer-in-Charge. (By manual means).

Earthwork in ordinary soil within 50m initial lead and 1.5m initial lift incluiding rough dressing and breaking clods to maxmimum 5cm to 7cm in size and laying in layers not exceeding 0.3m in depth including watering, ramming with cost, conveyance, royality with DMF & EMF @15% on royality amount and cost of labour, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Scraping, cleaning the road surface applying tack coat using 3.0 kg of bitumen for 10 sqm and laying 37.5mm thick built up spray grouting in one layer using 0.45 cum of 25mm to 40mm size crusher broken hard granite material and 12.00 Kg penetration grade of bitumen for 10 sqm with 0.12cum of 12mm size hard granite crusher broken chips as key stone for 10sqm, 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 machinaries including cost, conveyance, royalty of all materials with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Providing and applying tack coat using bitumen of VG-30 Grade using bitumen pressure distributor at the rate of 0.20kg/sqm area on the prepared bituminous/granular surface, cleaned with mechanical broom as per Technical Specification Clause 503 of MoRD & MoSRT&H for road & bridge works including cost, conveyance of all materials, labour charges, T&P etc. required for the work complete as per specification & direction of the Engineer-in-Charge.