Public Works Department Tender

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III: Type C (I) Bitumen (S-90) ( Excluding GST)

Cement Concrete Pavement Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (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 CL shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. ( Excluding GST)

Construction of Subgrade and Earthen Shoulders Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer-in-charge. (Excluding Royalty). ( Excluding GST)

Construction of K.C.drain Earth work excavation in trenches for foundation in ordinary soil including disposal of surplus earth. S.I. 251. ( Excluding GST)

Concrete with 40 mm gauge brick ballast fine sand and F.M. 1.25 and cement in proporation of 6:3:1 in foundation and under floor including supply of all material labour and T&P etc requried for proper completion of work. S.I. 280. ( Excluding GST)

1st class brick work in 1:3 cement and coarse sand mortar.S.I. No. 307. ( Excluding GST)

Ruled plastering on brick work in 1:3 cement mortar. S.I. No. 583 ( Excluding GST)

Concrete with 2.50 cm gauge approved stone ballast approved course sand and cement in the proportion of 3:1.5:1 including supply of all material labour and T&P etc required for proper completition of the work as per SI no.361 and as per direction of E/I. ( Excluding GST)