Public Works Department Tender

Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST.

Construction of un-reinforced plain cement concrete 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), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, 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 construction joints, applying debonding strips, primer, sealant, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including complete shifting of matrials & Concrete etc and cost of all material, labour, T&P, royality, all taxes and labour cess complete . But excluding GST.

Excavation in foundation in ordinary 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 surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move . Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST.

Concrete with 4 cm. gauge Stone ballast, Coarse sand of 2.20 F.M. and cement, in proportion of 8:4:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST.

Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST.

Earth work in cutting or in embankment (For Patri) 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 slopes and also including 1.50 M. lift and 30 M. 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 the Engineer incharge excluding Royallity as per S.I. No. 253(a) Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST.