Directorate Of Urban Local Bodies Tender

Earth work in filling 8.0 K.M Cartage of all work complete

PCC. 1:4:8 With stone ballast including of all work Complete.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concreate 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)(1:1½:3) coarse and fine aggregates confirming to IS 383 Maximum size of coarse aggregate not exceeding 25mm mixed in a concreate mixer of not less then 0.2 cum capacity and appropriate weight 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 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, contruction joints as per norms, applying debonding strips primer sealant, dowel bars, near approaches to bridge/ culvert and contruction, 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 Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & Concrete etc.