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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 grith upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means andstacking of serviceable materials to be used or auctioned upto a lead of 1000m incuding removal and disposal of top organic soil not exceeding 150mm in thickness etc. complete as per direction of Engineer-in-Charge. |
| 3 | 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 Engineer-in-Charge. |
| 4 | Finishing walls with water proofing Cement Paints (two coats) overwall surfaceincluding cost of paints etc. complete as per direction of Engineer-in-Charge. |
| 5 | Providing Rainforced Cement Concrete of (1:2.5:5) with 20mm to 40mm size 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 etc. complete as per direction of Engineer-in-Charge. |
| 6 | 200 Mtr. stone |
| 7 | Providing and fixing of Retro reflective cautionary, mandatory and informatory sign board as per IRC:67 made ofhigh intensity grade sheetingas per clause no 801.30 fixed over aluminium sheeting 1.5mm thick Supported on a mild steel angle iron post 75x75x6etc. complete as per direction of Engineer-in-Charge. |
| 8 | 800x600 mm Information Board |
| 9 | 600 MM Circular Cautionary sign |
| 10 | 900 MM Triangular Cautionary sign |
| 11 | 600x600 mm Place Identification Board |
| 12 | Construction of unreinforced plain cement concrete pavement of M-30 grade using 20mm down gradedstone 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 for construction of un-reinforced dowel jointed plain cement concrete pavement over prepared base etc. complete as directeion of Engineer-in-Charge. |
| 13 | Providing & laying good laterite moorum for filling road flanks including cost and conveyance of all materials to site, and all labour charges etc. complete as per direction of Engineer-in-Charge. |
| 14 | Providing dummy groove joint in CC pavementetc. complete as per direction of Engineer-in-Charge. |
| 15 | Protection Wall |
| 16 | Earth work in excavation of foundation in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed E.I.C. |
| 17 | Filling in foundation and plinth with sandwatered and rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete |
| 18 | Cement concrete of proportion (1:3:6) in foundation using 4cm sizeblack broken granite stone aggregates of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm(6\") thick to the require |
| 19 | Providing Rainforced Cement Concrete of (1:2.5:5) with 20mm to 40mm size 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 |
| 20 | Providing & laying of fiter media with Hand Broken aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MORTH specificationto a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & provided over the entire surface behiend abutment, wing wall & return wall to the full height compacted to a firm condition complete as per direction of Engineer-in-charge. |
| 21 | Providing weep holes in Brick masonary/ Plain/Reinforced concrete abutment, wing wall/returning wall with 100mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing foce, complete as per the direction of the E.I.C. |
| 22 | PART-II (Routine Maitenance) |
| 23 | Segment-I Year |
| 24 | I- BT Renewed |
| 25 | I- CC |
| 26 | Segment-II Year |
| 27 | II- BT Renewed |
| 28 | II- CC |
| 29 | Segment-III Year |
| 30 | III- BT Renewed |
| 31 | III- CC |
| 32 | Segment-IV Year |
| 33 | IV- BT Renewed |
| 34 | IV- CC |
| 35 | Segment-V Year |
| 36 | V- BT Renewed |
| 37 | V- CC |
| 38 | PART-III (Renewal) |
| 39 | Providing and apppying tack coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.30kg per sqm on the prepared bituminous/granular surface etc. complete as direction of Engineer-in-Charge. |
| 40 | 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) |
| 41 | Part-IV- Emergency Work |
