Zilla Parishad Tender

Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. PCC Grade M15

Cement Concrete Pavement (manual laying) Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness asper design, over a prepared sub base with cement content maximum up to 430 kg/cum as per IRC: 15-2011, coarse and fine aggregate conformimg to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant as per approved mix desing(as per IRC:44 2008), laid in approved fixed side formwork(steel channel, laying and fixing of 125 micro 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 debondind strips, primer, polysulphide sealnt, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD.(p-265 i-6.02(A) ) M30 GRADE

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from (Carried Earth) with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)