Rural Engineering Department Tender

Construction of unreinforced plain cement concrete pavement thickness as per design, over a prepared subabase with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) (1:1.5:3) coarse and fine aggregates confirming to IS 383 maximum sixe of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design , laid in approved fixed side from work (steel channel laying and fixing of 1.25 micron thick plastic sheet, 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 continous operation including provision of contraction and expansion construction joints applying debonding strips, primer, sealant admixtures are approved curing concrete slab for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 all as chapter 20 SI No 20