Manjuri to Govindpur -2.000 to 6.000-_Road

Earth work in excavation of foundation in hard soil with all lead and lifts including rough dressing breaking clods & leveling bed and lifts including rough dressing breaking clods & leveling bed and depositing the excavating materilas away from the worki

Providing and filling manually with the approved quality of sand in layers not exceeding 150mm thick including all labours, witering etc, required for the work including cost, conveyance, royality and taxes for finished item of works.

Cement Concrete (1:3:6) in foundation and plinth using 40mm size HBG metal including cost, conveyance, royalty and taxes etc. complete with shoring dewatering etc. complete.

Construction of un-reinforced, and construction joint only, 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 M30 (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 formwork 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 and expansion, 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 Specification Clause

Earth work in hard soil in approved borrow areas including all leads & lifts & carriage with mechanical means on properly prepared & scientifically approved surface including spreading leveling earth in 22.50 cm. layers to make ready for compaction with PRR to bring it upto OMC condition as per specification & direction of Engineer-in-Charge.