Zilla Parishad Tender

01. Box cutting or filling in road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berms to aprroximate grade and camber and rolling the sub grade with power roller to proper camber and grade as per direction and satisfaction of engineer in charge inaluding uprooting and removing plants and jungles when and where neceswsaqry.(a) Depth upto 150mm.185.10

02. Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC: 15-2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), 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, polysulphide sealant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Speification Clause 1501 for Rural Roads of MORD. (i) With Batch Mix Plant M-30 Grade Pakur Variety ( Page-265/It-6.02 A)

03.Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits 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) d) (i) With carried earth arranged by the contractor within a radius of 2 km. including cost of carried earth.