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| 1 | Part-I (INITIAL REHABILITATION) |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201as per direction of Engineer in charge. |
| 3 | Road - A |
| 4 | Road - B |
| 5 | Providing, laying, spreading and compacting stone aggregates of following size Water Bound Macadam specificationincluding spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of gravel and sand as binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour,T&P and cost, conveyance royalty & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge. |
| 6 | WBM Grade-II |
| 7 | Road - A |
| 8 | Road - B |
| 9 | WBM Grade-III |
| 10 | Road - A |
| 11 | Road - B |
| 12 | Providing 37.5mm thick Built up spray grouting after scrapping, cleaning the road surface applying tack coat using 3.00kg of bitumen for 10sqm and laying of one layer of 37.5mm thick by using 0.45cum of 25mm to 40mm grade bitumin for 10 sqm in each layer with 0.12 cum of 12mm size B.H.G. C.B chips as key stone for 10 sqm.spreading over and laying induding heating pouring, spreading bitumirl metal and chips and compacting with P.R.R including cost ,conveyance royalty taxes of all required metterials,hire and running chsrges of mechinaries T&P etc complete as per direction of the Engineer-in-charge |
| 13 | Road - A |
| 14 | Road - B |
| 15 | Construction of granular sub-base by providing close graded GSB Grading-IIImaterial spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smoothwheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.etc. complete as per direction of the Engineer-in-Charge. |
| 16 | Road - A |
| 17 | Road - B |
| 18 | Construction of Panelled Cement Concrete Pavement(PCCP), thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause as per direction of the Engineer-in-Charge |
| 19 | Road - A |
| 20 | Road - B |
| 21 | Painting two coats including prime coat with epoxy paint of approved brand on concrete steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 of MORD.as per direction of the Engineer-in-Charge |
| 22 | Road -A |
| 23 | Road - B |
| 24 | Providing and fixing of retro reflective cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheetingvide Clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x x75 mm x x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x x450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801 Main information Board 800x600 etc complete as per direction of the Engineer-in-charge (Sign Board) |
| 25 | Main information Board 800x600 |
| 26 | Road - A |
| 27 | Road - B |
| 28 | Fixing of Road Cautionary Sign 900mm equilaterial Triangletriangle |
| 29 | Road - A |
| 30 | Road - B |
| 31 | Fixing of Road Cautionary Sign 600mm circlcular |
| 32 | Road - A |
| 33 | Road - B |
| 34 | Fixing of Direction & Place Identification Sign |
| 35 | Road - A |
| 36 | Road - B |
| 37 | Maintenance of 200 metre and km stones |
| 38 | Road - A |
| 39 | Road - B |
| 40 | Part-III- (Periodical Renewal) |
| 41 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means and including cost conveyance & royality of all materials & cost of all labour & T&P required for the workhire charges of machinaries etc completeas per Technical specification clause 502 of MORD for low porosity surface etc complete as per specification & direction of Engineer-in-Charge. etc complete as per direction of the Engineer-in-charge |
| 42 | Road - A |
| 43 | Road - B |
| 44 | Providing & applying tack coat with bitumen emulsion(RS-1) using emulsion pressure distributor@ 0.2kg /sqm on the prepared bituminous/granular surface cleaned with mechanical broom etc. complete to shape as per direction of the Engineer-in-charge. |
| 45 | Road - A |
| 46 | Road - B |
| 47 | Providing & laying semi-dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hours using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and fillter, transporting the bot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specificationscomplete in all respectionetc. complete and as per direction of Engineer-in-Charge |
| 48 | Road - A |
| 49 | Road - B |
| 50 | Part-IV-Emergency Works (Work to be taken up as per the requirement & separate work order to be issued by the PIU) etc. complete to shape as per direction of the Engineer-in-charge. |
| 51 | Road - A |
| 52 | Road - B |
| 53 | Part-II (Routine Maintenance) |
| 54 | B T Road |
| 55 | Road - A |
| 56 | 1st year |
| 57 | 2nd year |
| 58 | 3rd year |
| 59 | 4th year |
| 60 | 5th year |
| 61 | Road -B |
| 62 | 1st year |
| 63 | 2nd year |
| 64 | 3rd year |
| 65 | 4th year |
| 66 | 5th year |
| 67 | C.C. Road |
| 68 | Road - A |
| 69 | 1st year |
| 70 | 2nd year |
| 71 | 3rd year |
| 72 | 4th year |
| 73 | 5th year |
| 74 | Road - B |
| 75 | 1st year |
| 76 | 2nd year |
| 77 | 3rd year |
| 78 | 4th year |
| 79 | 5th year |
