Tender For Improvement Of Hatibari - Biramitrapur - Raiboga - Salangabahal Road (Hatibari - Biramitrapur) From 0.0 To 12.924Km In The District Of Sundargarh For The Year 2025-26
Tender Value
27.59 Crore
Estimated cost
Bid Submission
28 Aug 2026
5 days left
EMD
27.59 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 Of Hatibari - Biramitrapur - Raiboga - Salangabahal Road (Hatibari - Biramitrapur) From 0.0 To 12.924Km In The District Of Sundargarh For The Year 2025-26
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting 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 material 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&H Specifications for Road & Bridge works (5th Revision)and as per direction of Engineer-in-Charge. |
| 2 | Excavation for road work in soil with hydraulic excavator including cutting, trimming bottom & side slopes and transporting to the embankment locations upto 1000m lead with cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and foundation excavation of CD & structures graded and compacted to meet requirement of table 300-2 including cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 4 | Loosening, leveling and Compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150mm, compacted at OMC to achieve minimum dry density conforming to Table 300-2 with cost of all labour, machinery etc complete as per Technical Specifications and Clause - 305.3.4 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 5 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading and compacting to meet requirement of table 300-2 including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.. |
| 6 | Providing, filling clean sand of approved quality in foundation trenches of structures as per approved drawing and technical specifications as per Section 900, 2100, Clause 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 7 | Construction of Granular Sub-Base by providing LD Slag material, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) as per direction of Engineer-in-Charge.. |
| 8 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 9 | .Providing Primer Coat with bitumen emulsion on prepared granular surface, spreading @ 0.60kg / sqm using mechanical means including cost, conveyance of of bitumen emulsion & cost of all labour, machinery etc complete as & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 502 and section 900 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge . |
| 10 | Providing Tack coat with bitumen emulsion on prepared bituminous surface with rapid setting bitumen emulsion (Grade R.S.-1), spreading @ 0.20kg / sqm using mechanical means including cost, conveyance of bitumen emulsion & cost of all labour, machinery etc complete as per Section 900 Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 11 | Providing Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.. |
| 12 | Providing and laying Semi Dense Bituminous Concrete using crushed aggregate of grading-2 materials premixed with bitumenous binder@ 4.50 to 5.00%of mix and filler, transport the hot mix to work site, laying with a hydroststic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MoRT&H Clause No. 508 of MoSRT&H specifications for Road & Bridge works (Latest Revision)) |
| 13 | 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 MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 14 | Providing compacted granular materials in shoulder by using moorum having required P.I. value spreading in uniform layers not exceeding 100mm in depth and compacting with smoth wheeled roller to achieve the desired density including cost, conveyance, royality of moorum & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 407, 408 of MoRT&H Specifications for Road & Bridge works (5th Revision) as per direction of Engineer-in-Charge. |
| 15 | Supplying and fixing of 80mm thick cement concrete interlocking 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. as per direction of Engineer-in-Charge. |
| 16 | Providing & Fixing of RCC M-15 guard Post of 1.0m height and size of 15cm external diameter at top and 25cm of external diameter at bottom with base of 30cm x 30cm x 10cm thick as per IRC Specifications for finished item of work as per Section 800, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 17 | Earth work in excavation of foundation is hard work or granite rock with all leads and lifts, including dewatering from foundation supplying shoring pumps and working pumps and stacking the excavated materials away from working areas as ordered by Engineer-in-charge |
| 18 | Providing and laying 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 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 19 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & 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 cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. required for the work complete as per Clause 802 of MoRT&H specification for road and bridge work (5th Revision) and as per direction of Engineer-in-Charge. |
| 20 | 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 & Highways (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 21 | a) 90 cm equilateral triangle Cautionary Sign boards |
| 22 | b) 60 cm equilateral triangle Cautionary Sign boards |
| 23 | c) 60cm Circular size. |
| 24 | d) 80x60 cm Rectangularsize. |
| 25 | 90x30 cm Rectangularsize. |
| 26 | Octagon Sign |
| 27 | e) Direction & Place indentification signs size upto 0.90 sqm |
| 28 | Providing & fixing RCC M-15 grade 5th Km. stone, Ordinary Km. stone and Hectometre stone along with reinforcement for finished item of work as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering, painting as per approved drawing and technical specification complete in all respect as per Clause No. 805 & Section 800, 900, 1000,1500, 1600, 1700 of MoRT&H specification for road & bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 29 | Ordinary Km stone. |
| 30 | 5th Km stone |
| 31 | Providing and laying Plain cement concrete of grade M-15 in foundation of CD works etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700, 2100 & 2200 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. |
| 32 | a) Bed concrete (Without form work) |
| 33 | b) Foundation (With form work) |
| 34 | c) For Sub-Structure |
| 35 | R.C.C. work of M-15 grade for Culvert Guard Post using 20mm.& down grade size C.B. chips including all cost etc complete as per Clause No. 805 & Section 800, 900, 1000,1500, 1600, 1700 of MoRT&H specification for road & bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 36 | RCC M-20 grade in different work using 20 to 10mm size crushed stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 37 | a)In Foundation |
| 38 | b)Sub-Structure (Drain Wall) |
| 39 | b)Sub-Structure (retaining Wall) |
| 40 | c) Super Structure (Drain Slab) |
| 41 | Providing and laying Reinforced cement concrete of grade M-25 in foundation, Sub-structure and super structure of CD work etc as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700, 2100 & 2200 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. |
| 42 | a)In Foundation |
| 43 | c) Sub-Structure (Cap & Dirt Wall) |
| 44 | d) Super Structure (Deck Slab) |
| 45 | Providing R.C.C M-30 grade with 20mm and down grade black hard granite (crusher broken) aggregate and fine aggregate conforming to IS 383) in wearing coat etc. of C.D. works as per approved drawing and Section 1500,1700,2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including centering, shuttering,cost, conveyance, taxes,cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 46 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, 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, all as specified as per Clause 811 of of MoRT&H Specifications for Road & Bridge works (5th Revision) |
| 47 | Providing & erecting a \\"W\\" metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150mm x 75mm x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel part & filments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause-811 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 48 | Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications as per Section 900, 1000 & 2500 (Clause 2504.2.2) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 49 | Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 2500 (Clause 2504) 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. |
| 50 | Metal spall backing to the wall steining or weep holes of abutments, deep drain with hand brocken stone aggregates of 50mm size as per approved Drawing & Technical Specifications and Clause -710.1.4 of IRC 78 & Clause - 2504.2 of MoRT&H Specifications for Road & Bridge works (5th Revision) for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge.(Latest Revision). |
| 51 | Grouting to aprons and revetments 15cm deep with C.C (1:4:8) using 25mm size granite metal complete for finished item of work as per approved drawing and technical specifications as per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 52 | Back filling behind abutment wing walls & return wall using sand including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -710.1.4 of IRC 78 & Section 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 53 | Providing weep holes in plain / RCC abutment, wing wall, retaining wall, return wall, toe wall and RCC drain etc with 100mm dia A.C. pipe, extending through the full width of slope of 1V : 20H towards the drawing face as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 54 | Supplying ,Cutting, Bending, Binding, Straightening, Placing HYSD bars confirming to grade I.S.1786-1985 (Fe-500) in CD work as per drawing and technical specification and as per Section.900, 1000, 1600,2100, 2200 & 2300 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. |
| 55 | Filling foundation and plinth with excavated earth ramming etc complete as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision) complete in all respect & as per direction of the Engineer-in-Charge. |
| 56 | Dismantling Rubble stone masonry in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per Clause -202 of MoRT&H Specifications for Road & Bridge works (5th Revision).. |
| 57 | Dismantling Cement Concrete of M-10 & bellow by manual means including disposal of unserviceable materials & stacking serviceable materials upto 1000m lead etc. complete as per Clause -202 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 58 | Dismantling of Prestressed/ Reinfoced Cement Concrete Grade M-20 and above including T&P 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 MoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 59 | Dismantling of Cement Concrete of M-15 and M-20 including T&P 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 MoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 60 | Removing of hume pipe Above 600 mm to 900 mm dia including earthwork and dismantling of masonry works including T&P 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 & 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. |
| 61 | Providing two coats with enamel paint of approved shade on concrete surface etc including cost of enamel paint , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 62 | Painting two coats with synthetic enamel paint over a coat of priming of approved quality and shade over concrete surface of approved quality at any elevation on kerb and guard posts etc including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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