|
| 1 | Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 ofMORTH |
| 2 | Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for 150mm thick specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications as per clause 406 of MORTH. |
| 3 | Providing and laying Prime Coat over WBM/WMM surface using 7 Kg of Emulsion Bitumen(SS-1) for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bitumenius Binder as tack Coat by Bitumen sprayer including hire and fuel for all tools and plant employed etc., complete as per clause 502 ofMORTH Rev-5 Specification . etc., complete as per standard specification |
| 4 | Applying Tack Coat over existing Prime coating WMM surface using 2.5 Kg of Bitumen emulsion(RS-1) per 10 Sq.mincluding labour charges for preparing the surface removing of binder materials and other foreign matter with wire brushes and small picks & axes sweeping with brooms on soft brushes and finally dusting with old gunny bag and/or compressed air and applying the required quantity of bitumen emulsion as tack coat manually etc., Complete complying with 503 of MORTH.Rev-5 specifications. |
| 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(60/70Bulk ) 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 mixuniform thickness of 50mm with paver to the specified grade and cross sections and compaction byvibratory/ pneumatic roller to the required density etc., including labour for accending to pavor at sites etc., including hire charges and fuel chargesfor 20-30T CMP with bitumen Boiler,tipper trucks, paver finisher/9 m paver finisher,vibratory/ pneumatic rollers and all other tools and plant required including to all other incidental charges etc., complete as per specification using CMP as per clause 505MORTH Rev-5. |
| 6 | 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 50.30 Kgs of VG30 (60/70Bulk ) Bitumen and 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 |
| 7 | Providing and laying of hot applied thermoplastic compound 2.5 mm. thick including reflectorising 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).(CE(H) Chennai Memo No.4848/BOE/138/2011-1/ dated:06.01.12) |
| 8 | Providing and laying Well Gravel for 150 mm thick in layers of finished thickness of 75 mm thick each including cost and conveyance of Gravel from approved quarry to working site and stacking them to departmental gauge for pre measurement including labourcharges for sperading watering including all leads for water and consolidation by power roller rolling including hire and fuel chargesfor all tools and plants employed and all other incidental charges etc, complete complying as per clause 301&305 of MORTH specification. |
| 9 | Clearing and Grubbing by light jungle removing and disposing of all materials such as bushes shrubs,stumps, roots,grass,weeds,top organic soil not exceeding 150mm in thickness as rubbish inculuding all other incidental chargs |
| 10 | Upkeeping 1st Year |
| 11 | Upkeeping 2 nd Year (60%) |
| 12 | Upkeeping 3rd Year (60%) |
| 13 | Upkeeping 4 th Year (60%) |
| 14 | Upkeeping 5th Year (60%) |
| 15 | MAINTENANCE |
| 16 | Towards the charges for routine maintenance of the road work executed under NABARD SCHEME inculuding dressing of berms by refilling the gully with the earth from borrow pits ,cleaning of wild seasonal growth on berms ,destilting of side drains and cd works |
| 17 | Earthwork excavation for foundation to the full depth as may be directed by departmental officers in all types of soils except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary, refilling the sides of foundation with excavated soil in layers of 15cm thick well rammed and consolidated and depositing the surplus earth in the places shown by the departmental officers with initial lead of 10 Meters and initial lift 2 Metres and clearing and levelingthe site etc.complete complying with standard specification. |
| 18 | Eathen drain |
| 19 | Upkeeping 1st Year (40%) |
| 20 | Upkeeping 2 nd Year (40%) |
| 21 | Upkeeping 3rd Year (40%) |
| 22 | Upkeeping 4 th Year (40%) |
| 23 | Upkeeping 5th Year (40%) |
| 24 | tack coat -Providing and applying tack coat with bitumen emulsion (RS1 type) using emulsion pressure distributo at the rate of 0.20 kg/sqm on the prepared bituminous |
| 25 | Upkeeping 4 th Year (3%) |
| 26 | Upkeeping 5th Year (5%) |
| 27 | 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 46.28 kgs of 60/70 Grade Bulk bitumen and 4.02 kg of shredded Plastic waste for premixing per 1 |
| 28 | Upkeeping 4 th Year (3%) |
| 29 | Upkeeping 5th Year (5%) |
