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| 1 | (Initial Rehabilitation)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 as per direction of Engineer-in-charge. |
| 2 | 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 |
| 3 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered /concrete surfaces as per drawing and technical specificationunder section 1700 of MORD. |
| 4 | Providing Reinforcement cement concrete of (1:2.5:5) of with 20mm to 40mm size stone aggregate in foundations up to a depth of 1.5m below ground level and up to a depth of 1.5 m below ground level and up to a height of 1.5m above ground level including cost and conveyanceof all material at site. |
| 5 | 200 m stone |
| 6 | Providing and fixing of Retro-Reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflective sheeting vide as per Clause 1701.2.3 fixed over aluminum sheeting1.5mm thick supported on amild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properlydesigned foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawingand tenchnical specficatioon Clause 801(600 mmsquare) |
| 7 | 800x600 mm |
| 8 | 600 MM Circular |
| 9 | 600 MM Triangular |
| 10 | 600x450 mm |
| 11 | Providing & laying good laterite moorum for filling road flanks including cost and coveyance of all material at site and all labour charges complete as per direction of EIC |
| 12 | 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. |
| 13 | Filling in foundation and plinth with sandwatered and rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete |
| 14 | 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 |
| 15 | 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 |
| 16 | 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. |
| 17 | PART-II (Routine Maitenance) |
| 18 | 1st year Routine Maitenance |
| 19 | BT |
| 20 | CC |
| 21 | 2nd year Routine Maitenance |
| 22 | BT |
| 23 | CC |
| 24 | 3rd year Routine Maitenance |
| 25 | BT |
| 26 | CC |
| 27 | 4th year Routine Maitenance |
| 28 | BT |
| 29 | CC |
| 30 | 5th year Routine Maitenance |
| 31 | BT |
| 32 | CC |
| 33 | PART-III (Renewal) |
| 34 | 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 |
| 35 | 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) |
