Public Works Department Tender

Providing, laying and rolling of open - graded premix surfacing of 20 mm compacted thickness with 13.2 mm crushed stone grit @ 0.18cum/ 10sqm and 11.2 mm size crushed stone grit @ 0.09cum/10sqm from approved quarry and bitumen @ 1.46Kg/sqm to required line, grade and level to serve as wearing course on a previously prepared base, also mixing in a suitable plant or by mixall, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades, including cost of material, labour, plant, machinery and T&P. Complete as per MORD Specification No.508(II) .including the cost of bitumenVG-10, Labour, T&P Royalty etc. Quarry from Dala (Excluding GST)

Providing and laying seal coat type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.7 mm crushed stone grit @ 0.09cum/ 10sqm from approved quarry and bitumen/emulsion @0.65kg/sqm including cost of material, labour, plant, machinery, mixall and T&P. Complete as per MORD Specification No.510(ia) .including the cost of bitumenVG-10, Labour, T&P Royalty etc. Quarry from Dala (Excluding GST)

Construction of un-Reforced, dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per desingn, over a prepared sub base, with 43 grade cement or any other type as per clause 1501-2.2 M30 Grade, coarse and fine aggregate conforming to IS 383 macadam size of coarse aggregate not exceeding 25mm mixed in a concretee 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 polthene film, wedges, steel plates including leveliing the formwork as per drawing), spreading the concrete with showels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provisiion of contraction and expansion, construction joints, applying, deboinding 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 specifed and water finishing to lines and grade as per drawing and technical specification on clause 1501

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to stite, spreading, grading to required slope and compacted to meet requirement of table no. 300-2 with lead upt 1000m as per Technical specification cluase 303.1 (Excluding GST)