S/R to Bandhadiha Janak road for the year 2025-26

Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead etc. complete as per direction of Engineer-in-charge

Earth work in excavation in 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 the Engineer-in-charge. (As per item 2 (a) of A.R - 2006,page 2

Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

P.C.C. (1:3:6) using 40mm size H.G. metal well rammed with cost, conveyance, royality, taxes of all material and labour, T & P etc. complete as per direction of Engineer-in-Charge. (AR-2006-P-43, Sl-3)Per one cum

Construction of R.C.C.M 25 grade grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying

Drain Base

Drain Wall

Drain Slab

Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification etc. complete as per direction of Engineer-in-Charge.

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.

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