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| 1 | Clearing and grubbing road land including uprootingvegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of existing stumps of trees dead or cut earlier stacking serviceable material for use or auction within the road land & disposal of all unserviceable material including removal top 150mm thick organic soil away from the road land as under Clause no. 201, specification for Road & Bridge work of MORT&H (5th revision)including full compensation all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete as per specification and direction of the Engineer-in-charge |
| 2 | Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm. mixed with water of OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and clause 305 of MORT&H specification for Road & Bridge works(5th Revision) |
| 3 | Dismantling of Cement Concrete Grade M-15 and M-20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material with all lifts and lead of 1000 meters etc. complete as per specification and direction of Engineer in charge. |
| 4 | Earthwork Excavation for road works/ drains in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers ,trimming buttom and side slopes inaccordance with requirements of lines ,grades,and cross sections ,transportong to the embankment location within all lifts and leads upto 1000 mtr. as per Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as per direction of Engineer-in-Charge. |
| 5 | Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 6 | Construction of granular sub-base by providing close graded Granular sub-base Grading-VI materialsincluding all cost of materials with cost of all labour, T&P etc. as per table 400-2, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with frontend loaderat OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MORT&H Specification for Road & Bridge works ( 5th Revision). |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specificationincluding all cost, conveyance of materials with cost of all labour, T&P etc. 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 as per clause 406 of MORT&H specification for Road and Bridge works(5th Revision). |
| 8 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfce and spraying primer @ 0.6kg. per sqm.using mechanical broom as per Clause 502 of MORT&H Specification for Road & Bridge works (5th Revision.) |
| 9 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.2kg. per sqm.on prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MORT&H Specification for Road & Bridge works (5th Revision.) |
| 10 | Providing & laying 50 mm thick av. compacted Dense Graded Bituminous Macadam (Grading-II) using VG-30 Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No. 505 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5thRevision) &including cost of all materials, labour, T&P,taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 11 | Providing and laying 30 mm thick av. compactedBituminous Concrete (Grading-II) using VG-30 grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binderand filler, transporting the hot mix to work site, laying with a hydrostatic paverfinisher 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 clause No.501, 507 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highwaysincluding cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 12 | Construction of footpath/ Separater on drain slab as per clause 401 and 25mm thick cement concrete grade M-15 over laid with pre-cast concrete tiles of 300x300x25mm in cement mortar 1:3 iincluding provision of all drainage arrangements as per drawing and technical specification |
| 13 | Construction of footpath on drain slab as per clause 401 and 25mm thick cement concrete grade M-15 over laid with pre-cast concrete tiles of 300x300x25mm in cement mortar 1:3 iincluding provision of all drainage arrangements as per drawing and technical specification |
| 14 | Construction of cement concrete Kerb with top and bottom with 115 and 165mm respectively 250mm height in M-20 grade PCC M-10 gradefoundation of 150mm thick foundation having 50mm projection beyond kerb stone etc.complete as per specification and direction of Engineer in charge |
| 15 | Painting two coats with approved Synthetic enamel paints of approved colour, shade over a coat of primer in Road kerbincluding sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour TandP etc complete as per specification and direction of Engineer in charge |
| 16 | Removal of unserviceable soil from roadway cutting, drain and culvert and disposal upto 5000 metres lead etc. complete as per thespecification & direction of the Engineer in charge |
| 17 | Earthwork in excavation of foundation in all kinds of soil upto the required depth with initial lead and lift from the work site etc complate as per specification and direction of Engineer in charge |
| 18 | Filling foundation and plinth with good quality river sandincluding wateringwith cost, conveyance, royalty, taxes of all materials, labour with T&P required for the work etc complete as per specification and direction of theEngineer-in-charge |
| 19 | PCC M-15 Grade in Foundation using 40mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Foundation |
| 20 | Footing Wall |
| 21 | RCC M-20 Grade in Foundation using 20mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Foundation |
| 22 | Sub-structure |
| 23 | Superstructure |
| 24 | Providing Fe-500 HYSD reinforcement(SAIL/ RINL/TATA/JINDAL STEEL/ SHYAM STEEL) for RCC works including bending, binding & placing in position as per specification of Drawing & design including cost, conveyance of all materials, all labour and T&P etc. complete as per the specification and direction of theEngineer-in-charge |
| 25 | Providing weep holes in Plain/ reinforced concrete abutment, wing wall/ return wall with 100mm dia A.C.Pipe, extending through the full width of the structure with slope of IV:20H Complete as per drawing and Technical specifications etc. complete with cost, conveyance, taxes, royalties of all materials, cost of all labour,T&P, sundries etc. complete as per specification and direction of Engineer-in-charge |
| 26 | RCC M-20 Grade in Foundation using 20mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Foundation |
| 27 | Wall |
| 28 | Cover slab |
| 29 | Providing and laying of Filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification as directed by the Engineer in charge |
| 30 | Reinforced cement concrete crash barrier at the edges of the bridge structures, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer and as per Technical Specifications section 809 of MORTH specification for Road & Bridge works (5th revision) etc. complete as directed by the Engineer in charge |
| 31 | RCC M-30 Grade in Wearing coat using 20mm and downgraded size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc. complete as perspecification and directionof the Engineer-in- charge |
| 32 | Supplying, fabricatingwelded water tight drainage spout as per technical specificationclause 2705 of specification road and bridge work MORT&H (5th revision) assembly to dimensions shown on drawing of dia not less than 100mm with galvanized steel conforming to IS 226 & fixing in position with suitable fixtures at specified locations on bridge decks including painting two coats with bituminous paint sealed with sealant as per IS 1834 around the spout to the deck slabincluding full compensation to all operations, all inclusive costs, contingencies, incidental involved for the finished defect free item of work complete as per thespecification & direction of the Engineer in charge |
| 33 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflect rising glass beads @ 250gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes etc complete as per specification and direction of Engineer in charge |
| 34 | RCC M-15 Kilometre stone with 20mm and down graded including cost of all reinforcement and materials and all labour etc complete as per specification and direction of the Engineer in Charge 200 metre Kilometre stone |
| 35 | Ordinary Kilometre stone |
| 36 | Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No.801.3 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and including cost of all materials, labour, TandP, taxes, royalty etc complete in all respect and as per direction of the Engineer in charge.90 cm equilateral triangle |
| 37 | 60 cm circular |
| 38 | 90 x 30 cm cheveron |
| 39 | 80 x 60cm Rectangular |
| 40 | 60 cm equilateral triangle |
| 41 | Direction and place Identification Signs more than 0.9 sqm. size board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm. supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60 cm, 60cm below ground level as per approved drawing. |
| 42 | Providing and fixing of road stud of 100x100 mm etc. including cost of all materials and labour as per specification and direction of Engineer in charge. |
