Works Department Tender

Earth work 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 direction of the E-I-C.

Filling sand-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.(AR-2006-P-43)Per one cum

Supplying and Laying Reinforced Cement Concrete Pipes of NP 3 type for Culverts, jointing ends in cement mortar 1:3 including cost and conveyance of all materials as per Specifications complete, including centering & shuttering if required.

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.(AR-2006-P-43)Per one cum Above Bed level

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.