Rural Engineering Department Tender

Providing and Laying 125 micron thin polythene to act as separation layer

Construction of Un Reinforced ,dowel jointed at expansion and constuction 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 (M-30 Grade) , coarse and fine aggregrates conforming to IS :383 , maximum size of coarse aggregrate not to exceed 25mm,mixed in a concrete mixer not less than 0.20cum capacity and appropriate wieght batcher using approved mix design ,laid in approved fixed side form work (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 finishing in continous operation joints, applying debonding stripes, 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 MORD 1501 (excluding supply polythene and making of contraction Joint ) as per rate sanctioned by S.E. R.E.D Azamgarh

12 mm thick plaster over brick work with cement mortar consisting of one part cement & four parts of fine sand of 1.25 F.M. including supply of all material, labour and T&P etc required for proper completion of the work as per SI NO 584

Making contraction / construction joint with filling bitumin 40% , asbestas 5% and coarse sand including all for proper completion of the work