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| 1 | FOUNDATION |
| 2 | 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 backfilling with approved material.E/W in Excavation of Foundation |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Dismantling of Flexiblepavement |
| 4 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Concrete |
| 5 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. Footing |
| 6 | Excavation in Soil by Mannual Means. Back Filling of Earth |
| 7 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.Including straightening, cutting, bending, shifting to site, tying and placing in positionHYSD bar reinforcement in Foundation |
| 8 | SUB-STRUCTURE |
| 9 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Pier & Abutment |
| 10 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Pier Cap & Top Beam |
| 11 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Pedestal |
| 12 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Seismic Arrester |
| 13 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Back Wall |
| 14 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. POT PTFE Bearing |
| 15 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. Including straightening, cutting, bending, shifting to site, tying and placing in position. HYSD bar reinforcement in Sub Structure |
| 16 | SUPER-STRUCTURE |
| 17 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. including cost of Material labour, machinery T & P and Form work complete.PSC Main Beam |
| 18 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. including cost of Material labour, machinery T & P and Form work complete. RCC in Deck & Solid Slab Cross Beam |
| 19 | PCC levelling course below approach slab including cost of Material labour, machinery T & P and Form work complete as per drawing and Technical specification Approach Slab Lean |
| 20 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification RCC Approach Slab |
| 21 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. Crash Barrier |
| 22 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. including cost of Material labour, machinery T & P and Form work complete. Expention Joint Strips Concrete |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications HYSD in super str.Including straightening, cutting, bending, shifting to site, tying and placing in position HYSD bar in Super Structure |
| 24 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting, T & P and Labour complete as per drawing and Technical Specifications High Tensile Strand/Wires |
| 25 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation.. Strip Seal Expansion Joint |
| 26 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification |
| 27 | Supply and Fixing Drainage Spouts including Corrosion resistant Structural steel, G.I. Pipe 100mm, Galvanised MS flate clamp, 100mm PVC Pipe upto ground level T&P and Labour complete as per drawing and Technical specification Drainage Spout |
| 28 | 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. Bituminous Concrete (BC) in Wearing Coat |
| 29 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Tack Coat |
| 30 | Providing and applying 2 coats of water-based cement paint to unflustered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Including all material labour and T&P complete.Painting on Crash Barrier |
| 31 | R.E. & R.C.C. Wall |
| 32 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. Dismantling of Flexible Pavement |
| 33 | 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 backfilling with approved material. E/W in Excavation in RE Wall |
| 34 | Reinfiorced Earth Structures (Facing Elements of RCC). With Geo composite drinage sheet. Area of RE Wall |
| 35 | Plain/Reinforced Cement Concretecomplete as per Drawing and Technical Specifications. Leveling Pad Concrete in RE Wall |
| 36 | Plain/Reinforced Cement Concretecomplete as per Drawing and Technical Specifications. Coping Beam on R.E. Wall top for required Level |
| 37 | Plain/Reinforced Cement Concretecomplete as per Drawing and Technical Specifications. Friction Slab & Road Kerb Lean in RE Wall |
| 38 | Plain/Reinforced Cement Concretein Substructure complete as per Drawing and Technical Specifications. Road Kerb with R.E. Wall |
| 39 | Plain/Reinforced Cement Concretein Substructure complete as per Drawing and Technical Specifications. Friction Slab R.E. Wall |
| 40 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. Crash Barrier on R.E. Wall |
| 41 | Plain/Reinforced Cement Concretecomplete as per Drawing and Technical Specifications. PCC in Bottom in Retaining wall |
| 42 | Concrete in Footing in Retaining wall & Wall Portion |
| 43 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. HYSD bar in (RE Wall & RCC Wall) |
| 44 | Construction of Embankmentwith Supplying of Flyash for filling in between R.E. Wall |
| 45 | With reinforcing elements of synthetic geogrids. Reinforcing elements of synthetic Geogrids |
| 46 | Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench 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 including excavation and backfilling. 150 mm Ø P.V.C. Pipe Perpetrated for Drainage |
| 47 | Construction of Granular Sub-Base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. GSB |
| 48 | 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 in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. WMM |
| 49 | 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. DBM |
| 50 | 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. Bituminous Concrete (BC) |
| 51 | 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. Pime Coat (RE & RCC Wall) |
| 52 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Tack Coat (RE & RCC Wall) |
| 53 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Painting of Approach Portion |
| 54 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification. Mild Steel PipeRailing approach portion |
| 55 | SERVICE ROAD |
| 56 | 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 backfilling with approved material. Earth work in Excavation |
| 57 | Construction of Granular Sub-Base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. GSB |
| 58 | 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 in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. WMM |
| 59 | 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. DBM |
| 60 | 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. Bituminous Concrete |
| 61 | 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. Pime Coat |
| 62 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Tack Coat |
| 63 | Furnising and Placing reinforced/prestressed cement concrete in Drain with HYSD bar as per drawing and Technical specifications. Drain |
| 64 | OTHER MISCELLANEOUS ITEMS |
| 65 | Providing and Laying of hot applied THERMOPLASTIC COMPOUND 2.50 mm thick including reflectorising glass bedgs @ 250 gms per sqm area.THERMOPLASTIC COMPOUND |
| 66 | Suppling and instalation of DELINATORS (Road way indicators). DELINATORS |
| 67 | Supply & Fixing of LINEAR DELINEATOR (LDS) panels made of Micro Prismatic Retro Reflectifve Sheeting duly laminated on thin aluminium. LINEAR DELINEATOR (LDS) |
| 68 | Providing & Fixing of REFLECTIVE SIGNS with a corrosion resistant 4 mm thick aluminium composite panel face to be fully covered.REFLECTIVE SIGNS |
| 69 | Supply & Fixing Pavement Maker (CAT EYE) |
| 70 | Providing & erecting direction and place IDENTIFICATION RETRO-REFLECTORISED SIGN |
| 71 | Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a \"A\" frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, \"A\" frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 Baricating during Construction {8.43} |
| 72 | STAIR CASE |
| 73 | Construction of Stair Case (As per Drawing) |
