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 using VG-10 Bitumen 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 three wheele 80-100 kn static roller capacity, finished to required level and grades to be followed by Type-C seal coat. Including supply of all Material, Labour, T&P etc also including VAT, labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge. as per Technical Specification Clause. 508. Including supply of all Material, Labour, T&P etc labour cess, royalty and all other applicable Taxes required for proper completion of work as directed by Engineer in charge but excluding GST.

Providing and laying Type-C seal coat with VG-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C. Including supply of all Material, Labour, T&P etc also including VAT, labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge. as per technical specification clause 510. Including supply of all Material, Labour, T&P etc labour cess, royalty and all other applicable Taxes required for proper completion of work as directed by Engineer in charge but excluding GST.

Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. SOR No. 765. Including supply of all Material, Labour, T&P etc labour cess, royalty and all other applicable Taxes required for proper completion of work as directed by Engineer in charge but excluding GST.

Earth work in cutting or in embankment in ordinary soil 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 remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (Royality removed by Govt.) for small works/ Abadi area. (where machine can not move ) SI No. 253 + 261b + 231a (Lead upto 1.00 Km). Including supply of all Material, Labour, T&P etc labour cess, royalty and all other applicable Taxes required for proper completion of work as directed by Engineer in charge but excluding GST.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface., mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, as per MORD specification 401. Including supply of all Material, Labour, T&P etc labour cess, royalty and all other applicable Taxes required for proper completion of work as directed by Engineer in charge but excluding GST.

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 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. Including supply of all Material, Labour, T&P etc labour cess, royalty and all other applicable Taxes required for proper completion of work as directed by Engineer in charge but excluding GST.