Public Works Department Tender

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm -11.2 mm aggregates using penetration grade bitumen VG-10 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 three wheel static roller 80-100 KN capacity ,finished to required level and grades to be follwed by seal coat of Type -C as per Technical Specification Clause 508. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and laying seal coat 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 labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and laying cut stone on road or shoulders with 25x15x10cm size dressed cut stone over WBM surface including providing average 3cm thick stone dust for leveling cost and joint filling with coarse sand and 5% Bitumen mix including all cost of Labour, Fuel wood, T&P etc required for proper completion of the work (including cost of cut sone, stone dust. coarse sand and bitumen)(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Relaying of old stone brick pavement as per Chapter-18D (S.No.-4(c) & Page No-50)(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Construction of un reinforced 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 confoming to IS:383 maximum size of coarse aggreagate 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 construction joints and near aapproaches 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. As direction by the E/I,(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Construction of Subgrade and Earthen Shoulders-Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits and leads, transporting to site, spreading, grading to required slopes and compacted to meet requirment of Table 300.2 with lead upto 4000m as per Technical Specification Clause 303.1 Including 3.00 km cartage earth(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)