tender for strengthening of the bt road from eshwarankovil cross street 1 and eshwarankovil cross street 2 in mulanur town panchayat; 1 providing and laying tack coat over existing b.t surface using 2.00 kg of bitumen emulsion ( rs1 ) per10 sqm for prparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of morth rev-5 2 providing and laying 50mm consolidated thick dense bituminous mecadam using 0.24 cum of 26.50 – 13.20 mm graded metal and 0.25 cum of 13.20 – 2.36 mm grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60 / 70 grade bulk bitumenfor premixing per 10 sqm including cost and conveyance of all materials to cmp site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 50 mm with mechanical pavers to the specified grades and cross sections and compaction by vibratory / pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton cmp with bitumen boiler tipper, trucks, paver finisher / 9m, vibrator rollers and all other tools and plants required, including all other incidental charges etc., complete as per standard specification using cmp clause 505 of morth rev-5 3 providing and laying bituminous concrete 30mm consolidated thick using 0.13 cum of 19.00 – 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of2.36 mm & below with 45.27 kgs of 60 / 70 grade bulk bitumen and -5.03 kg of shredded plastic waste for premixing per 10 sqm including cost and conveyance of all materials to cmp site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by vibratory / pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton cmp with bitumen boiler tipper, trucks, paver finisher / 9m, vibrator rollers and all other tools and plants required, including all other incidental charges etc., complete as per standard specification using cmp clause 507 of morth rev-5 4 road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminious surface proving and laying of hot applied thermoplastic compound 2.5 mm thick inculding reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm exclusive of surface applied glass beads as per irc: 35 the finished surface to be level uniform and free from streaks and holes inculding all charges etc.., complete