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| 1 | Foundation |
| 2 | Dismantling of flexible pavements incluidng road crust and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (MoRT&H Item No. 2.5) |
| 3 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. (MoRT&H Item No. 3.13) |
| 4 | Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(MoRT&H Item No. 12.8) P.C.C. in M-15 for Levelling Course |
| 5 | Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(MoRT&H Item No. 12.8) R.C.C. in M-30 for Footings |
| 6 | Supplying, fitting and placing un-coated HYSD bar reinforcement in Foundation complete as per Drawing and Technical Specifications. (MoRT&H Item No. 12.40) |
| 7 | Sub-Structure |
| 8 | Reinforced Cement Concrete in Sub-Structure complete as per drawing and Technical Specifications (MoRT&H Item No. 13.5) R.C.C. inM-30 fof Sub Structure (Ht. 5 to 10m) |
| 9 | Supplying, fitting and placing H.Y.S.D. bar reinforcement in Sub-Structure complete as per Drawing and Technical Specifications (MoRT&H Item No. 13.6) |
| 10 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per Drawing and Technical Specifications. (MoRT&H Item No. 13.14) |
| 11 | SUPER STRUCTURE |
| 12 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. (MoRT&H Item No. 14.1) (Height from 5.00m to 10.00m)P.S.C. or R.C.C. in M-40 in Beams & X- Beams, Deck Slab, Solid Slab |
| 13 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. (MoRT&H Item No. 14.2) |
| 14 | High tensile strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications. (MoRT&H Item No. 14.3) |
| 15 | Providing, fitting and fixing 65mm dia M.S. Pipe Railing complete as per drawing and Technical Specification. (MoRT&H Item No. 14.8) |
| 16 | Drainage Spouts complete as per drawing and Technical specification. (MoRT&H Item No. 14.9) |
| 17 | P.C.C. M15 Grade leveling course below approach slab complete as per drawing and technical specification. (MoRT&H Item No. 14.10) |
| 18 | Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification. (MoRT&H Item No. 14.11) |
| 19 | Compression Seal Joint: Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.(MoRT&H Item No. 14.21) |
| 20 | Tack Coat: Tack Coat: Providing and applying tack coat with V.G. - 10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (MoRT&H Item No. 5.2) |
| 21 | Bituminios Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. (MoRT&H Item No. 5.8) |
| 22 | R.E. Wall Ramp |
| 23 | Dismantling of flexible pavements incluidng road crust and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (MoRT&H Item No. 2.5) |
| 24 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. (MoRT&H Item No. 3.13) |
| 25 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Lean Concrete in M-15. (MoRT&H Item No. 12.8) |
| 26 | R.C.C. in Friction Slab & Tapered portion in R.E. Wall portion in M-35. (MoRT&H Item No. 14.1) |
| 27 | Providing, fitting and fixing 65mm dia M.S. Pipe Railing complete as per drawing and Technical Specification. (MoRT&H Item No. 14.8) |
| 28 | Supplying, fitting and placing H.Y.S.D. Bar reinforcement in \"Friction Slab & Tapered Portion\" in R.E. Wall portion complete as per drawing and Technical Specifications. (MoRT&H Item No. 13.6) |
| 29 | \"Flyash embankment\" between R.E. Wall panels as per drawing & technical specifications. (MoRT&H Item No. 3.36) |
| 30 | Providing and laying \"filter material\" along R.E. Wall panels in R.E. Wall portion complete as per drawing and Technical specification. (Like MoRT&H Item No. 15.5) |
| 31 | Construction of a \"narrow filter sub- surface drain\" consisting of porous or perforated pipe laid in R.E. Wall portion surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5. (MoRT&H Item No. 7.2) |
| 32 | Assembling, joining and \"laying of reinforcing elements of synthetic geogrids\". (MoRT&H Item No. 7.5) |
| 33 | \"Facia elements\" of R.C.C. (M-35 Grade) material and its placement. (MoRT&H Item No. 7.5) |
| 34 | Cement Treated Sub BaseAggregate combination as per clause 403.2 and table 400.4in Sub base: Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement (Minimum 2% Cement) to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base..(MoRT&H Item No. 4.6) |
| 35 | Wet Mix Macadam with 1% O.P.C. 43 Gr. & 3.5% Emulsion (E.T.A. Layer): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% O.P.C. 43 Gr. & 3.5% Emulsionin uniform layers with paver in base course (MoRT&H Item No 4.12) |
| 36 | Prime Coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (MoRT&H Item No. 5.1) |
| 37 | Dense Graded Bituminous Macadam: Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby weight of total mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. (MoRT&H Item No. 5.6) |
| 38 | Tack Coat: Providing and applying tack coat with V.G. - 10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (MoRT&H Item No. 5.2) |
| 39 | Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. (MoRT&H Item No. 5.8) |
| 40 | Service Road |
| 41 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. (MoRT&H Item No. 3.13) |
| 42 | Blanket Coat: 300mm thick Lime Stablized Soil having 25% stone dust passing through 4.75mm Sieve. |
| 43 | Cement Treated Sub BaseAggregate combination as per clause 403.2 and table 400.4in Sub base: Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement (Minimum 2% Cement) to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base..(MoRT&H Item No. 4.6) |
| 44 | Wet Mix Macadam with 1% O.P.C. 43 Gr. & 3.5% Emulsion (E.T.A. Layer): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% O.P.C. 43 Gr. & 3.5% Emulsionin uniform layers with paver in base course (MoRT&H Item No 4.12) |
| 45 | Prime Coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (MoRT&H Item No. 5.1) |
| 46 | Tack Coat: Tack Coat: Providing and applying tack coat with V.G. - 10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (MoRT&H Item No. 5.2) |
| 47 | Bituminios Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. (MoRT&H Item No. 5.8) |
| 48 | Construction of Side Drain as per drawing & technical specifications. |
| 49 | Reinforced Cement Concrete in \"Safety Kerb Along R.E. Wall\" complete as per drawing and Technical Specifications R.C.C. inM-30 for Safety Kerb Along R.E. Wall |
| 50 | Stair Case |
| 51 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC IN M30 P.C.C. in M-15 for Levelling Course |
| 52 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC IN M30 R.C.C. in M-30 for Stair Case |
| 53 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC IN M30 R.C.C. in M-35 for Stair Case |
| 54 | Supplying, fitting and placing un-coated HYSD bar reinforcement in Stair Case complete as per drawing and technical specifications. |
| 55 | PROVISION FOR ROAD SAFETY |
| 56 | Providing & fixing Cat Eyes |
| 57 | Providing & fixing Hazard Bollards |
| 58 | Providing & fixing Liner Delineation System |
| 59 | Providing & fixing Reflective Sign Boards (Single Side) |
| 60 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 . The finished surface to be level, uniform and free from streaks and holes. (MoRT&H Item No. 8.13) |
