Public Works Department Tender

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 80-100 kN static rollar capacity, finished to required level and grades to be fallowed by seal coat ase per technical specification clause 508. (Execluding G.S.T)

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 all taxes required and hire charges of road roller & including Cost of bitumen) (Execluding G.S.T)

Cement Concrete Pavement Construction of un-reinforced, undowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPC 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 shovels, rakes, compacted using needle 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. (Execluding G.S.T)

Earth work excavation in trenches for foundation in ordinary soil including disposal of surplus earth. S.I. 251.(Execluding G.S.T)

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. (Execluding G.S.T)

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

Ruled plastering on brick work in 1:3 cement mortar. S.I. No. 583. (Including G.S.T)

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.(Including G.S.T)

Earth work in Patri or embankment in ordinary soil loam, clay or sand in patries on both side of road including ramming dressing required to proper completion of work including all labour T&P etc all complete. as per S.I. NO. 253. (Execluding G.S.T)