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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 as per direction of Engineer-in-charge. |
| 3 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc.complete. |
| 4 | Excavation for road work in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross-sections and transporting to the embankment location with a lift up to 1.5m and lead upto 1000m as per Technical Specification Clause 302.3. |
| 5 | Filling in foundation and plinth with sandwatered and rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete. |
| 6 | Providing & layinggood quality of moorum in sub-base in layers not exceding 100 mm watering and compaction including hire and running charges of PRR etc complete. |
| 7 | Providing,& layingfollowing size metal as per MOST specification for IRC. Gr-II/ Gr-III metalling to a uniform thicknes of 100mm and packing the voids with small stones and hnd packing the same to proper camber including conveying and spreading crusher dust etc complete |
| 8 | WBM Gr-II (63mm to 45mm) with Crusher Dust |
| 9 | WBM Gr-III(53mm to 22.4mm) with crusher dust |
| 10 | Finishing walls with water proofing Cement Paints ( two coats ) overwall surfaceincluding cost of paints etc. complete. |
| 11 | 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 complete as per direction of E.I.C. |
| 12 | 200 Mtr Stone |
| 13 | Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixedposition including finishing as per drawing and Technical specification Clauseof MORD. |
| 14 | Guard Post |
| 15 | Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing including cost of all materials, labour, lead ,lift, T&P, taxes, royalty etc completein all respect and as per Clause No.801 ,Section No.900 and other relevant sections/clauses oftechnical specificationsfor Road & Bridge works of Ministry of Road Transport & Highways (5th Revision) and as per direction of the Engineer-in-charge. |
| 16 | Information Board (1200x800 mm ) |
| 17 | Cautionary sign (600 MM Circular) |
| 18 | Cautionary sign(600 MM Triangular) |
| 19 | Place Identification Board(600x600 mm) |
| 20 | Providing & laying good laterite moorum for filling road flanks including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C. |
| 21 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting Etc. complete |
| 22 | Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides, bottom and backfilling with approved material. |
| 23 | Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9 |
| 24 | Providing concrete for plain concrete of M-10 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 |
| 25 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work. |
| 26 | 600 MM DIA HP |
| 27 | 1000 MM DIA HP |
| 28 | Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 |
| 29 | 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. |
| 30 | Providing and laying filtermedia with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall, returnwall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 31 | Part-II (Routine Maintenance) |
| 32 | BT Works |
| 33 | For 1st Year |
| 34 | For 2nd Year |
| 35 | For 3rd Year |
| 36 | For 4th Year |
| 37 | For 5th Year |
| 38 | Part-III (Periodic Renewal) |
| 39 | Providing and apppying primer coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.20kg per sqm on the prepared bituminous/granular surface etc complete. |
| 40 | 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 |
| 41 | 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) |
| 42 | Part-IV (Emergency Work) |
