| 1 | 1 | Picking the Worn out B.T Surface up to 50mm to 100mm tk sectioning and Levelling including cost of all labour Charges etc complete as per Standard Specification | | 1568 | m2 |
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| 2 | 2 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | | 471 | m3 |
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| 3 | 3 | Providing and laying Tack coat 7 Kg per 10sqm over WM.M Surface using of Emulsion Biumen (RS-1) and cost emulsion bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appeneded labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanicla sprayer including hire and fuel for all tools and plants employed etc complete standard specification As per clause 503 of MORTH Rev - 5 Specification. | | 4704 | m2 |
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| 4 | 4 | Providing and laying Tack coat 2.5Kg per 10sqm over WMM Surface using of Emulsion Biumen (RS-1) and cost emulsion bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appeneded labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanicla sprayer including hire and fuel for all tools and plants employed etc complete standard specification As per clause 503 of MORTH Rev - 5 Specification. | | 4704 | m2 |
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| 5 | 5 | Providing and laying 50 mm conslidated thick Dense Bituminuous macadam using 0.24 cum of 26.50-13.20 mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm and below and with 53.20kg of VG30 bitumen premixing 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 tons capacity,conveying the mix by tipper trucks to work site,spreading the mix uniform thickness of 50mm with paver to the specified grade and cross sections and compaction by vibratory/ pneumapic roller to the required density etc., including labour for accending to pavor at sites etc., including hire charges and fuel charges for 20-30T CMP with bitumen Boiler,tipper trucks, paver finisher/9 m paver finisher,vibratory/ pneumapic rollers and all other tools and plant required including to all other incidental charges etc., complete as per specification using CMP as clause 505 MORTH Rev-5. | | 236 | m3 |
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| 6 | 6 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and below with 45.27kgs of VG 30 /VG 40 bitumen and5.0.3kg of shredded plastic waste for premixing for 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20–30 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 40 mm with mechanical Paver to the specified grades and cross sections and consolidated by 80 - 10 tonne vibratory/ pneumatic roller to the required density etc., including labor for attending to paver 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 fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5. | | 144 | m3 |
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| 7 | 7 | Providing and Laying of U/S Gravel including cost and conveyence of the same to work site with an lead of 7Km including Stacking the same to Departmental gauge for Premeasurement including all labour charges for Laying, Spreading etc, Complete and directed by the Departmental Engineer for making up low berms complying with standard Specifications. | | 106 | m3 |
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| 8 | 8 | Providing and laying of hot applied thermoplastic compound f 2.5mm thick including refllectorising glass beads @ 250grms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 the Finished surface to be level, uniform and free from steaks and holes etc., complete as per MORT & H Specification NO.803 | | 117 | m3 |
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| 9 | 9 | Identification signs \" Providing and erecting Direction and place identification Retro Reflectorised signs made out of cube cornermicro prismatic Grade sheeting confirming to Type XI standrads of IRC 67 2012 and ASTM D 4956 - 09 Specification and fixed over 2mm thick Aluminium sheet fixed over a black supporting frame of 25mm x 25mm x 3mm mild steel angle Post 75x75x6mm with a clear height of not less tan 2.10m from the ground level to the bottom of the sign board and 0.60 m below ground level. The sig post should be painted as per IRC 67-2012 and firmly fixed to thye ground by means of properly designed foundation with bM15 grade cement concrete 45cmx45cmx60cm size including cost and conveyence of all materials equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the Engineer in charge, Micro Prismatic grade Rectro - Reflection as per Table 6.9 of IRC 67-2012. The rectro reflective sheeting shall be covered under 10 year warranty issued for field perfomance and a certified copy of three years outdoor exposure report shall be obtained as per IRC67-2012 specification (for location of black spot, curve, sharp bed junction, ghat roads and critical applications) | | 1.8 | m2 |
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