NNT-2025-26-Improvement of BT Surface at Achyutha School Road,PNR Nagar Layout Roads in Dindigul City Municipal Corporation.

Amount

Milling the existing BT surface 5 to 7 cm depth charges for cutting the BT surface to 5 to 7cm depth using milling machine conveying the milled waste materials to atleast for 20 km distance including hire and running charges for the machine conveyance charges unloading at unobjectional space cleaning the milled surface as to avoid slippery including all other incidental and unforeseen items etc complete as per the direction of departmental officers

Providing and laying tack coat of 2.0 kgs/10 sqm over the WMM surface treated with binder using 2.0 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20 -2.36mm and 0.23 cum of 2.6mm & below and with 53.20 kgs of VG30/ bitumen for premixing per 10sqm including cost and conveyance of all meterials to CMP site , heating the bitumen and aggregate 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 work site , spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by vibratory / pneumatic roller to the required density etc ., including labour for attending to paver ay site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler , tipper trucks , paver Finisher ,/9 m paver finisher, vibratory / pneumatic rollers and all other tools and plant reauired , including fuel and all other incidental charges etc ., complete and per specification using CMP as per clause 505 MORTHRev-5

Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00- 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26 cum of 2.36mm & below and with 45.27 kgs of VG30 & 5.03 kg of plastic waste (total.50.30 kg) bitumen for premixing per 10sqm including cost and conveyance of all meterials to CMP site , heating the bitumen and aggregate 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 work site , spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tone vibratory / pneumatic roller to the required density etc ., including labour for attending to paver ay site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler , tipper trucks , paver Finisher ,/9 m paver finisher, vibratory / pneumatic rollers and all other tools and plant reauired , including fuel and all other incidental charges etc ., complete and per specification using CMP as per clause 507 MORTHRev-5

Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803

Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate/ methyl methacrylate/ABS molded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 2015 guidelines and MoRT&H specification 804 etc., complete

S AMALRAJ (BID ID -1513424)