Improvement such as widening and strengthening of Baripada Bamanghati road (Kalabadia to Bangriposi) from 0/000 km to 14/477 km in the district of Mayurbhanj under State Plan

Clearing and grubbing road land including uprooting trees rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT and H Specifications for Road and Bridge works (5th Revision) and including cost of all labour, T and P etc complete and as per direction of Engineer-in-Charge.

Scarifying and removing the existing bituminous road surface to the required depth as per approved drawing and technical specifications and disposal of scarified materials within all lifts and lead upto 1000mtr. complete in all respect as per Section 900, Clause 305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and 501.8.8.1 of MoRT and H Specifications for Road and Bridge works (5th Revision) and including cost of all labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge.

Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per approved drawing and technical specifications as per Section 900, Clause 501.8.3.2 and 501.8.8.1 of MoRT and H Specifications for Road and Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

Earth work in excavation in all kinds of soil for road works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade and camber for road work or dressing of sides and bottom for foundation of structures and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause 301 and 304 of Specification for road and bridge work of MORT&H (5th Revision) and Direction of Engineer in charge.

Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305, 305.3.4 of MoRTand H Specification for Road and Bridge works (5th Revision) and including cost of all labour, Tand P etc complete and as per direction of Engineer-in-Charge.

Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT and H Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, Tand P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRT and H Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 and 502 of MoRT and H Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, Tand P etc complete and as per direction of Engineer-in-Charge.

Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 and 503 of MoRT and H Specifications for Road and Bridge works (5th Revision) and including cost & conveyance of all materials, labour, T and P etc complete and as per direction of Engineer-in-Charge.

Providing and laying dense 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% by weight of total mix of 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.505 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) and including cost of all materials, labour, T and P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

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 5.6 % of 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 complete in all respect as per Section 900, Clause 507 of MoRT and H Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, Tand P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing compacted shoulder with granular materials by using moorum and sand admixture of approved quality, watering and compacting with vibratory roller to achieve the required density in OMC complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 408 of MoRTand H Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge.

Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT and H Specification for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge.

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 complete in all respect as per Section 900 and Clause 305 of MoRTH Specification for Road and Bridge works (5th Revision) and including cost of all labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge.

Fine dressing and providing, laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods with all lifts and leads upto 5 Km. and watering complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 307 of MoRTH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, T and P etc complete and as per direction of Engineer-in-Charge.

Supplying & fixing 15cm dia,1.0m long guard post of cement Concrete (1:2:4) kilometer stone as per I.R.C Deisgn including finshed smooth and as per direction of Engineer-in-Charge.

Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 and 304 of MoRTH specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and laying Plain cement concrete of grade M-15 in foundation bed as levelling course of CD works etc using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 including formwork as per Section 900,1000,1500,1700, 2100 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) and including cost of all materials, labour, T and P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Providing and laying Plain cement concrete of grade M-15 in sub-structure of CD works etc using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 including formwork as per Section 900,1000,1500,1700, 2200 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) and including cost of all materials, labour, T and P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Providing and laying R.C.C M-20 grade in base of drain works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1700, 2100 of MoRTH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and laying R.C.C M-20 grade in walls of drain works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1700, 2200 of MoRTH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and laying R.C.C M-20 grade in covers of drain works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1700, 2100, 2200 and 2300 of MoRTH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and laying R.C.C M-30 grade in foundation of CD works and retaining wall as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1700, 2100 of MoRTH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and laying R.C.C M-30 grade in sub-structure of CD works and retaining wall as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1700, 2100 of MoRTH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge.

Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcement works for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900,1000, 1600, 2100, 2200 and 2300 of MoRTH specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, Tand P etc complete and as per direction of Engineer-in-Charge.

Providing and laying of filter media/metal spall backing using 45 mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 of MoRTand H Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, Tand P, royalty etc complete and as per direction of Engineer-in-Charge.

Gravel backing to aprons and revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRT and H Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, Tand P, royalty etc complete and as per direction of Engineer-in-Charge.

Rough stone dry packing in aprons and revetments with hard granite stone of size 0.0025 cum and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRTand H Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, Tand P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 900, 2200 and Clause 2706 of MoRT and H Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and fixing pre-cast R.C.C. (1:2:4) of 110cm long ordinary kilometre stone as per I.R.C-8-1980 design including finished smooth. and as per direction of Engineer-in-Charge.

Providing and fixing pre-cast R.C.C. (1:2:4) of 150cm long 5th kilometre stone as per I.R.C-8-1980 design including finished smooth. and as per direction of Engineer-in-Charge.

Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising 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. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803.4 of MoRT and H specification for road and bridge work (5th Revision) and including cost and conveyance of all materials, labour, T and P etc complete and as per direction of Engineer-in-Charge.

Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality and make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives as per Section 900 and Clause 804 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) and including cost of all materials, labour, Tand P etc complete in all respect and as per direction of the Engineer-in-charge.

Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 150 x 75 x 5 mm, 330 mm long complete as per Section 900 and Clause 811.3 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) and including cost of all materials, labour, Tand P etc complete in all respect and as per direction of the Engineer-in-charge.

Providing and fixing of retro-reflectorised cautionary sign of 90cm equilateral triangle size as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T and P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67.

Providing and fixing of retro-reflectorised mandatory sign of 90cm octagon size as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T and P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67.

Providing and fixing of retro-reflectorised informatory sign of 50cmx60cm rectangular size as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T and P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67.

Providing and fixing of retro-reflectorised informatory sign of 90cmx30cm rectangular size as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T and P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting fixed over alumunium sheeting 2mm thick or alumunium composite material sheet with overall thickness of 4mm vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) with area exceeding 0.9 Sqm fixed over back support frame of minimum 40x40x5 mm angle mounted on two nos of mild steel circular pipe 65NB, 3.2 mm thickness and 4.50mtr total height firmly fixed on ground by means of properly designed foundation with M-25 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T and P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. (1800x1200mm size board)

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