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 M 30 Grade (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 as per direction of E/I including cost of all material, labour, T&P and all other taxes as applicable but excluding cost of GST.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 301.5 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 as per direction of E/I including cost of all material, labour, T&P and all other taxes as applicable but excluding cost of GST.

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 remming and dressing the surface to required levels and slope as per direction of E/I including cost of all material, labour, T&P and all other taxes as applicable but excluding cost of GST.

Excavation in foundation in ordinry soil (Loam, Clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. S.I. No. 251(a) as per direction of E/I including cost of all material, labour, T&P and all other taxes as applicable but excluding cost of GST.

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand and cement in the proportion of 8:4:1 including supply of all material, labour, Tools & Plants etc required for proper completion of the work. (SOR S.I.No. 281) as per direction of E/I including cost of all material, labour, T&P and all other taxes as applicable but excluding cost of GST.

Providing and laying reinforced cement concrete(M-20) in substructure complete as per drawing and Technical Specifications clauses 802, 804,805, 806,807, 1202 &1204 as per direction of E/I including cost of all material, labour, T&P and all other taxes as applicable but excluding cost of GST.

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawings and Technical Specifications clauses 1002, 1005, 1010 & 1202 as per direction of E/I including cost of all material, labour, T&P and all other taxes as applicable but excluding cost of GST.