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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 | Earthwork Excavation for road works 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. |
| 3 | 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 rotavator at 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). |
| 4 | 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). |
| 5 | 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.) |
| 6 | 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.) |
| 7 | 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 @ 3.3 % by weight of total mix 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. 504,507 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. |
| 8 | 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 binder @ 5.0 per cent of mix and 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, 509 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. |
| 9 | 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. |
| 10 | Providing and laying granular material such as moorum in hard shoulders with moorum and compacting with PRR as per Clause 407 of MORT&H Specification for Road and Bridge work (5th Revision) |
| 11 | Construction of embankment with approved materials obtained from borrom pits 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. |
| 12 | Fine dressing and turfing the slopes of embankment with compact turf grass as per approved drawing and technical specification as per Clause 307 of MORT&H specification for Road and Bridge work (5th Revision) |
| 13 | Filling foundation and plinth with good quality river sand well watered and rammed including cost, conveyance, royality and taxes of all materials and cost of labour, T&P required for the work etc complete as per specification and direction of Engineer in charge |
| 14 | Construction of Cement Concrete Kerb with top and bottom width 115 and 165mm respectively 250mm height in M20 grade PCC on M-10 grade foundation 150mm thick,having 50mm projection beyond kerb stone, kerb stone laid with kerblaying machine ,foundation concrete laid manually including all cost of materials with all labour, T&P etc, complete as per direction of Eggineer-in-Charge. |
| 15 | Painting two coats with approved Synthetic enamel paints of approved colour/ shade over a coat of primer including sand papering, polishing the surface, cost, conveyances, taxes of all materials, labour with T&P required for the work etc complete as per direction of Engineer-in -Charge. |
| 16 | PCC M-15 Grade 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 Substructure |
| 17 | PCC M-15 Grade nominal mix 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 |
| 18 | RCC M-25 Grade 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, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Foundation and Raft |
| 19 | Sub-structure |
| 20 | Deck slab |
| 21 | Road kerb/Dirt wall/Wing wall |
| 22 | RCC M-30 Grade in Wearing coat using 20mm downgraded size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including form works etc. complete as per the specification and direction of the Engineer-in- charge (Excluding reinforcement) |
| 23 | 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 |
| 24 | 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 |
| 25 | Metal spall backing in the rear side of abutments and wing wall including cost of all materials and labour etc complete as per specification and direction of Engineer in charge |
| 26 | Gravel backing to revetment with moorumincluding cost, conveyance, royalty, taxes of materials, labour, T&P required for the work etc. complete as per direction of theEngineer-in-charge. |
| 27 | Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 900, 1000 & 2500 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 28 | 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. |
| 29 | Construction of precast RCC railing of M30 Grade, aggregate size and not exceeding 12mm true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specification |
| 30 | Cement painting two coats with a coat of cement wash of approved quality including sand papering, polishing the surface, cost, conveyances, taxes of all materials, labour with T&P required for the work etc complete as per specification and direction of the Engineer in charge |
| 31 | Reinforcement cement concrete M-15 Grade BOUNDARY PILLAR of standard design as per IRC 25-1967 fixing in position inclulding cost of all materials and labour as per specification and direction of Engineer in charge. |
| 32 | Providing & fixing RCC M-15 in Hectometer stone, 5th Km. stone and Ordinary Km. stone etc along with reinforcement complete as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing andlettering, painting and technical specification as per Clause No. 804 & 806 and Section 1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.200 mtr. stone |
| 33 | Ordinary Kilometre Stone |
| 34 | 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 |
| 35 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on ISMC series cnanel vertical post, 150x75x5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long complete as per clause 810 of MORT&H specifications for Road & Bridge works(5th Revision). |
| 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.1800mmx1200mm size board |
| 37 | 90 cm equilateral triangle |
| 38 | 80mm x 60mm Rectangular |
| 39 | 60 cm equilateral triangle |
| 40 | 60 cm Circular (speed limit) |
