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| 1 | ORDINARY SOIL (SS20B) Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under ordinary soil including excavated earth (SS20B)water, light black cotton soil, sandy loam and complying with standard specifications. |
| 2 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 |
| 3 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. |
| 4 | Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory 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 502 of MORTH Rev-5 |
| 5 | Providing and laying Tack Coat over WBM/WMM surface (treatedwithprimer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory 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 |
| 6 | 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 0.23cum of 2.36mm &below and with 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials toCMPsite,heating the bitumen and aggregate to required temperature and mixing the min 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 labou for attending to paver at site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plant required,including fuel and all other incidental charges etc.,complete a sper specification using CMP as per clause 505 MORTH Rev-5 |
| 7 | Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm,0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below by adding shreaded palstic waste 5.03kjg over the aggregate 170 degree C elicious collected from municipal garbage at free of costwith 50.30 kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory/Pneumatic Roller to the required density etc.,including labour for attending to paver to site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tippertrucks, Paver Finisher/9m paver finisher,Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 |
| 8 | Manufacturing,Supply &Fixing of retro-Reflective Road Name Sign board Single ArrowSize 1.00 X 0.50M Size made out of wide angle cube cornermicro prismatic grade sheeting conforming to IRC.67:2010 & Type XI Standards of ASTM D 4956-09 Specification and fixed over 2mm thick Aluminium sheet & back support frame of stainless steel supported by 32 NB Stainless steel pipe all around and 65NB Pipe and2000mm height below ground 450mm thick vertical post firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 30cm X 30cm x 45cm etc complete. The information message shall be made out of cut out letters in Blue Color transparent overlay film as per IRC 67-2010 Guidelines, 7years pre qualification warranty for RetroReflective sheetingmanufacturer & a certifiedcopy of three years outdoor exposure report from an independent test labfor the reflective sheeting offered shall be submitted by the contractor complete asper standared specification |
