Public Works Department Tender

Construciton of un - reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade (O.P.C.) cement or any other type as per Clause 1501.2.2 (1:1.5:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel, laying and fixing, 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 as per norms, applying debonding strips 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 Polythene sheet and dowel bar and also including complete shifting of materials & Concrete etc including cost of material, labour, Tools & Plants, labour cess, royality and all taxes etc. but excluding cost of GST as required for propor complition of the work directed by Engineer in charge.

Construction of embankment with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-2 as per MORD Specification Clause 303.1 including cost of material, labour, labour cess, T&P, royalty and all taxes but excluding GST required for proper completion of work as per direction of engineer-in-charge.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including ramming and dressing the surface ti required levels and slopes and 30M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. Distance as directed by E.I. including cost of material, labour, labour cess, T&P, royalty and all taxes but excluding GST required for proper completion of work as per direction of engineer-in-charge.