Public Works Department Tender

Providing and laying seal coat by manual means with 80/100 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per Technical Specification Clause 510 including all labour, material, T&P, taxes & labour cess but excluding GST

Earth work in embankment in ordinary soil in pattries 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 to required levels and slops and also including 1.50 M lift and 30 M lead. Complete including all labour, material, T&P, taxes & labour cess but excluding GST

Construction of un-reinforced, dowel jointed at 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 (1:1½:3) 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 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, 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 Specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & Concrete etc. including all labour, material, T&P, taxes & labour cess 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 surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches including all labour, material, T&P, taxes & labour cess but excluding GST

Concrete with 4 cm gauge brick ballast, coarse sand cement in proportion of 8:4:1 in foundation including all material, labour, T & P. for proper completion of work including all labour, material, T&P, taxes & labour cess but excluding GST

M-150 Brick Work in one Cemant & Four Coarse Sand mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work including all labour, material, T&P, taxes & labour cess but excluding GST

12 mm thick plaster with cement and fine sand in 1:4 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. including all labour, material, T&P, taxes & labour cess but excluding GST

Cement concrete with 2 cm gauge approved stone grit , approved coarse sand and cement in the proportion of 4:2:1 including supply of all material , labour and T&P etc. required for proper completion of the work including all labour, material, T&P, taxes & labour cess but excluding GST