Public Works Department Tender

Providing and laying seal coat type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.5 mm crushed stone grit @ 0.09cum/10sqm from approved quarry and bitumen/emulsion @0.65kg/sqm including cost of material, bitumen, labour, rayalty, plant, machinery and T&P, all taxes.including complete as per MORD Specification No.508 Including cost of bitumen, labour cess, Royalty etc. (Excluding GST) (Quarry from Dala)

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(Excluding GST)

Earth in excavation in trenches for foudation in ordinary soil including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within a distace of 50m. SI. As per direction in Engineer-in-charge. (Excluding GST)

Concrete with 4 cm. gauge Stone ballast, Fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundation and under floors, including supply of all materials, labour and T&P etc. required for proper completion of the work.As per direction in Engineer-in-charge. (Excluding GST)

RCC work with 1:1.5:3 (1cement:1.5 course sand:3 graded stone grit 20 mm nominal size) and curing complete with binding wire but excluding cost of M.S. work including supply all materials, labour and T&P etc. required for proper completion of the work.As per direction in Engineer-in-charge. (Excluding GST)

Supplying, fitting and placing HYSD Bar reinforcement in foundation complete. As per Drawings and technical specification. Clauses 1000 & 1202. As per direction in Engineer-in-charge. (Excluding GST)