Providing CC surface in front of the existing Rat proof Godown No.5 in the Market Yard, Nandyal of AMC, Nandyal

Earth work excavation and depositing on bank not less than one meter from the outer edges of the excavation, but shall be placed any where within 10mts. lead and 2mts. Lift as directed by the departmental officers in all soils up to excluding ordinary rock forming whenever necessary dressing the bottom of foundations to levels in all direction, well watered and thoroughly rammed before laying concrete etc., complete as per standard specification and as directed by the departmental officers.

Supply, Spreading and compacted conveyed Stone dust free from admixture of foreign material in layers of 15cms. Thick, watering, tamping, including cost and conveyance of all materials to site from approved source, labour charges of all items of work and all incidental and operational charges etc., complete as per standard specification referred and direction of the departmental officers.

Providing, laying, spreading and compacting graded HBG crushed stone aggregate to WET MIX macadam specification including premixing site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibrating roller to achieve the desired density etc., as directed by the Engineer-in-Charge.

Construction of Un-reinforced, dowel jointed at expansion and construction joint only, plain vibrated 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 M20 grade design mix using 33.33% of 20mm HBG / HBT and 66.67% of 40mm HBG / HBT both machine crushed metals, coarse and fine aggregate confirming to IS: 383, maximum in a concrete mixer of not less than 0.2cum 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 leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, 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 Specifications.