Public Works Department Tender

Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification Clause 510 and as per directed by Engineer-in-charge. Including cost of all material and bitumen, labour, T&P etc., labour cess, royalty and all taxes complete but excluding GST.

Construction of un-reinforced, expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (Grade) 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 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, construction joints as per norms, applying debonding strips primer, sealant, 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 Specification Clause 1501 including Cost of Polythene Sheet and also including complete shifting of matrials & Concrete etc as per directed by Engineer-in-charge. Including cost of all material, labour, T&P etc., labour cess, royalty and all taxes complete but excluding GST. (SOR SI 1501.2.2)

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 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 and as per directed directed by Engineer-in- Engineer-incharge. Including cost of all material, labour, T&P etc., labour cess and all taxes complete but excluding 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) inclusive of all taxes, royalty, all T&P/machine material and labour required for proper completion of work but excluding GST.

Providing and laying cement concrete with 4 cm gauge approved stone grit approved coarse sand cement in the proportion of 8:4:1 including supply of all material, labour, Tools & Plants etc required for proper completion of the work and including of all taxes, royalty, all T&P/machine material and labour required for proper completion of work but excluding GST. (SOR S.I.No. 280)

Providing and laying Plain/reinforced cement concrete in substructure complete as per drawings and technical R.C.C with 2 cm gauge approved approved stone grit, coarse sand & cement in the proportion of 3:1.5:1 as per si no 287 (a) and as per directed by Engineerin-charge. Including cost of all material, labour, T&P etc., labour cess, royalty and all taxes complete but excluding GST.

Supplying, fitting and placing MS bar reinforcement (Fe 415) in sub-structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 and as per directed by Engineer-in-charge and including cost of all material, labour, T&P etc., labour cess and all taxes complete but excluding 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 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) & 260 and including all taxes, all T&P/Machine material and labour required for proper completion of work but excluding GST.

Providing NP-3 hume pipe single row culvert of 600 mm dia including cost of all material, labour, labour cess, royalty and all taxes etc but excluding cost of GST.