Tender For Improvement Such As Widening And Strengthening Of Badhigaon To Kamira Road From 0/000 Km To 7/330 Km In The District Of Boudh Under State Plan
Tender Value
15.65 Crore
Estimated cost
Bid Submission
21 Sep 2026
6 days left
EMD
15.66 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Khordha → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Such As Widening And Strengthening Of Badhigaon To Kamira Road From 0/000 Km To 7/330 Km In The District Of Boudh Under State Plan
BOQ
| Sl. No. | Item Description |
| 1 | Unit - SqmClearing 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 MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost of all labour, TandP etc complete and as per direction of Engineer-in-Charge. |
| 2 | Unit - SqmScarifying 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 MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost of all labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 3 | Unit - SqmReworking 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 MoRTandH Specifications for Road and Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 4 | Unit - CumEarth 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 MORTandH (5th Revision) and Direction of Engineer in charge. |
| 5 | Unit - CumLoosening 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 MoRTandH Specification for Road and Bridge works (5th Revision) and including cost of all labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 6 | Unit - CumProviding 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 MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 7 | Unit - CumProviding 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 MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 8 | Unit - SqmProviding 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 MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP etc complete and as per direction of Engineer-in-Charge. |
| 9 | Unit - SqmProviding 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 MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP etc complete and as per direction of Engineer-in-Charge. |
| 10 | Unit - CumProviding and laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade 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.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) andincluding cost of all materials, labour, TandP, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 11 | Unit - CumProviding and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) penetration grade of bitumen, 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 and 508 of MoRTandH Specifications for Road and Bridge works (4th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. . |
| 12 | Unit - CumProviding compacted shoulder with granular materials by using moorum and sand admixture (75%: 25%) 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 MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 13 | Unit - CumConstruction 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 MoRTandH Specification for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 14 | Unit - CumConstruction 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 MoRTandH Specification for Road and Bridge works (5th Revision) and including cost of all labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 15 | Unit - SqmFine 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 MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP etc complete and as per direction of Engineer-in-Charge. |
| 16 | Unit - EachSupplying and 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. |
| 17 | Unit - CumDismantling of Cement Concrete Grade M-15 and M-20 including TandP and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 of MoRTandH specifications for Road and Bridge works (5th Revision) and including cost of all materials, labour, TandP, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 18 | Unit - Rmt.Removing all types of hume pipe upto 600mm dia including earthwork and dismantling of masonry works including TandP and scaffolding whenever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) and including cost of all materials, labour, TandP, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 19 | Unit - CumProviding, 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 MoRTandH specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 20 | Unit - CumProviding dry lean cement concrete sub-base by with coarse and fine aggregates conforming to I:S 383, the size of coarse aggregate not exceeding 25mm , aggregate cement ratio not to exceed 15:1, aggregate gradation as per table 600-1, cement content not to be less than 150 Kg/Cum, mixing in concrete mixers with weigh batcher, laying, spreading and compacting with PRR to the required thickness, finishing and curing as per approved drawing and specification complete in all respect as per Section 900 and Clause 601 of MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge |
| 21 | Unit - CumProviding un-reinforced, dowel jointed cement concrete pavement over a prepared sub base as per approved mix design, using 43grade cement not less than 400kg/cum, coarse and fine aggregates conforming to I:S 383, maximum size of coarse aggregate not exceeding 25mm, mixed in concrete mixer, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 602 of MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 22 | Unit - SqmSupplying and fixing of 80mm thick cement concrete interlocking hydraulic pressed paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018. and as per direction of Engineer-in-Charge. |
| 23 | Unit - Rmt.Providing, laying and fixing in position reinforced cement concrete of 900mm dia NP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2900 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 24 | Unit - Rmt.Providing, laying and fixing in position reinforced cement concrete of 1200mm dia NP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2900 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 25 | Unit - CumProviding and laying Plain cement concrete of grade M-15 in foundation 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, TandP, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 26 | Unit - CumProviding and laying Plain cement concrete of grade M-15 in sub-structure 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, TandP, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 27 | Unit - CumProviding and laying R.C.C M-20 grade in drain foundation works as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 and 2200 of MoRTandH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 28 | Unit - CumProviding and laying R.C.C M-25 grade in foundation of retaining wall as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 and 2200 of MoRTandH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 29 | Unit - CumProviding and laying R.C.C M-20 grade in drain slab works as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 and 2200 of MoRTandH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 30 | Unit - CumProviding and laying R.C.C M-25 grade in sub-structure of retaining wall as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 and 2200 of MoRTandH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 31 | Unit - CumProviding and laying R.C.C M-20 grade in drain wall works as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 and 2200 of MoRTandH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 32 | Unit - CumProviding and laying R.C.C M-25 grade in foundation as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100, 2200 and 2300 of MoRTandH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 33 | Unit - CumProviding and laying R.C.C M-25 grade in sub-structure as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100, 2200 and 2300 of MoRTandH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 34 | Unit - CumProviding and laying R.C.C M-25 grade in super-structure as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100, 2200 and 2300 of MoRTandH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 35 | Unit - CumProviding and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500,1600, 1700 and 2702 of MoRTandH specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 36 | Unit - CumProviding and laying R.C.C M-30 grade in approach slab including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500,1600, 1700 and 2702 of MoRTandH specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 37 | Unit - Rmt.Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications etc complete and as per direction of Engineer-in-Charge. |
| 38 | Unit - MTSupplying, 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 MoRTandH specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, TandP etc complete and as per direction of Engineer-in-Charge. |
| 39 | Unit - Rmt.Providing and fixing in position RCC Crash barrier monolithic with slab M-40 grade as per approved drawing and technical specifications as per clause 809, section 800 and 1000 of MoRTandH Specifications for Road and Bridge works (5th Revision) including cost, conveyance, royality and other taxes of materials, cost of labour, machinery, TandP etc complete and as per direction of Engineer-in-Charge. |
| 40 | Unit - EachProviding and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900 and Clause 2705 of MoRTandH Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 41 | Unit - CumProviding and laying of filter media/metal spall backing using 45mm 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 MoRTandH Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 42 | Unit - CumGravel 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 MoRTandH Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 43 | Unit - CumRough 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 MoRTandH Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 44 | Unit - sqmGrouting aprons and revetments of 23cm deep with cement concrete (1:4:8) using 2.5cm size hard crusher broken coarse aggregates as per approved Drawing and Technical Specifications for finished item of work including cost, conveyance, royality and other taxes of materials, cost of labour, TandP etc complete as per the direction of the Engineer-in-charge. |
| 45 | Unit - Rmt.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 MoRTandH Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 46 | Unit - SqmCement paining two coats over a coat of cement wash of approved quality and shade over a coat of primer at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 of MoRTandH Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge. |
| 47 | Unit - EachProviding 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. |
| 48 | Unit - EachProviding 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. |
| 49 | Unit - SqmProviding 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 MoRTandH specification for road and bridge work (5th Revision) and including cost and conveyance of all materials, labour, TandP etc complete and as per direction of Engineer-in-Charge. |
| 50 | Unit - Each.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 including all cost of labour, sudries, tools and plant required for the work etc complete as per Clause 804 of specification for road and bridge works of Ministry of Road Transport and Highways ( 5th revision ) and direction of Engineer-in-Charge. |
| 51 | Unit - Rmt.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, TandP etc complete in all respect and as per direction of the Engineer-in-charge. |
| 52 | Unit - Each.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, TandP, 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. |
| 53 | Unit - Each.Providing and fixing of retro-reflectorised informatory sign of 80cmx60cm 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, TandP, 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. |
| 54 | Unit - Each.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, TandP, 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. |
| 55 | Unit - Each.Providing and fixing of retro-reflectorised mandatory sign of 90cm circular 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, TandP, 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. |
| 56 | Unit - Each.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, TandP, 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. |
| 57 | Unit - Each.Providing and fixing (Delineator) Hazard Marker conforming to IRC:79 (90x30cm) etc complete in all respect and as per direction of the Engineer-in-charge. |
| 58 | Unit - SqmProviding 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, TandP, royalty etc complete in all respect and as per direction of the Engineer-in-charge. (1800x1200mm size board) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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