Public Works Department Tender

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using 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 a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508 i/c providing and applying tack coat with Bitumen (VG-10) using bitumen distributor @ 0.25 kg/sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 followed by providing and laying seal coat to 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 I/c all taxs, Labour cess, levy, toll fee, royalty, cost of bitumen, Contractor Profit but excluding GST.

Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.50:3 in cc pavement (theckness as per design) cement coarse & fine aggregate confirming to IS standard mixed in concrete mixture /Plant of not less then 0.2 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed form work (steel) channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour, tools & plants etc. required for proper completion of work and also including complete shifting of Recron 38 fibre reinforcement material etcl & concrete etc. I/c all taxs, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.

Renewing patries 1.5 metere wide including dressing surface filling upto 8cm (3") depth and making namunas, at every 15 metre apart on either side of the road true to patri template with side slopes of 1:2 etc. trenches for taking the earth to be so dug that they form a continuous side drain at road boundary. SI No. 764A I/c all taxes, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.