|
| 1 | Initial Rehabilitation |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of grith upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means andstacking of serviceabRoad A |
| 3 | Road B |
| 4 | Road C |
| 5 | Providing 37.5mm thick BUSG in one layers applying tack coat using 3.0 kg of bitumen /10 sqm, using 0.45 cum of25mm to 40mm size H.G. metal& 0.12 cum of 12mm size h.g. chips for 10 sqm . etc. complete.Road A |
| 6 | Road B |
| 7 | Road C |
| 8 | Earthwork in embankment with approved material obtained from borrow pits with a lift upto 1.50m, transporting to site by mechanical means with a leads of 2 km spreading grading to required slope & compacting to meet requirement etc complete.Road A |
| 9 | Road B |
| 10 | Road C |
| 11 | Construction of granular sub-base by providing well graded materia, spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavator at OMC and compacting with smooth wheeled roller to achive the desired dansity, as per technical specification.Road A |
| 12 | Road B |
| 13 | Road C |
| 14 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on concrete surface as per drawing and Technical Specification.Road A |
| 15 | Road B |
| 16 | Road C |
| 17 | Reinforced cement concrete M15grade kilometre stoneof standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical Specification Clause 1703as per direction of the Engineer in charge(Ordinary Kilometer Stone)Road A |
| 18 | Road B |
| 19 | Road C |
| 20 | 200 meter Stone (Precast)Road A |
| 21 | Road B |
| 22 | Road C |
| 23 | Guard Stone (Precast)Road A |
| 24 | Road B |
| 25 | Road C |
| 26 | 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 |
| 27 | 600 MM TriangularRoad A |
| 28 | Road B |
| 29 | Road C |
| 30 | 800x600 mmRoad A |
| 31 | Road B |
| 32 | Road C |
| 33 | Providing Cement Concrete (1:2:4) with 12mm stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C. Road A |
| 34 | Earth work in excavation of foundation of structure as per drawing and technical specification including setting out, construction of shoring, and bracing, dressing of side and bottom and babreaking clods and leveling bed andk filling the trenches with suitable material etc. complete as directed by E.I.C.Road A |
| 35 | Road B |
| 36 | Road C |
| 37 | Filling in foundation and plinth with sandwatered and rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. completeRoad A |
| 38 | Road B |
| 39 | Road C |
| 40 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification as per direction of the Engineer-in-charge. |
| 41 | PCC M10 (Nominal mix 1:3:6)Road A |
| 42 | Road B |
| 43 | Road C |
| 44 | PCC M15 (Nominal mix 1:2.5:5)Road A |
| 45 | Periodical Renewal |
| 46 | Providing and apppying tack coat with bitumen emulsion RS-1 using emulsion distributor at the rate of 0.25kg - 0.30 kg per sqm on the prepared surface & cleaned with hydraulic broom as per technical specification.Road A |
| 47 | Road B |
| 48 | Road C |
| 49 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)Road A |
| 50 | Road B |
| 51 | Road C |
| 52 | Emergency Works |
| 53 | Routine Maintenance |
| 54 | BT Works |
| 55 | For 1st YearRoad A |
| 56 | Road B |
| 57 | Road C |
| 58 | For 2nd YearRoad A |
| 59 | Road B |
| 60 | Road C |
| 61 | For 3rd YearRoad A |
| 62 | Road B |
| 63 | Road C |
| 64 | For 4th YearRoad A |
| 65 | Road B |
| 66 | Road C |
| 67 | For 5th Year Road A |
| 68 | Road B |
| 69 | Road C |
| 70 | CC Road |
| 71 | For 1st YearRoad A |
| 72 | Road B |
| 73 | Road C |
| 74 | For 2nd YearRoad A |
| 75 | Road B |
| 76 | Road C |
| 77 | For 3rd YearRoad A |
| 78 | Road B |
| 79 | Road C |
| 80 | For 4th YearRoad A |
| 81 | Road B |
| 82 | Road C |
| 83 | For 5th Year Road A |
| 84 | Road B |
| 85 | Road C |
