Tender For Improvement Such As Widening Strengthening To Fatabahal Fasad Road From 0/643 Km To 0/673 Km, 8/546Km To 8/646 Km.
Tender Value
55.97 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
10 days left
EMD
56000
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Balangir → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Such As Widening Strengthening To Fatabahal Fasad Road From 0/643 Km To 0/673 Km, 8/546Km To 8/646 Km.
BOQ
| Sl. No. | Item Description |
| 1 | Scarifying and removing existing Bituminous surface to the required depth and disposal of scarified material within all lifts and lead up to 100 meters as per Clause Numbers. 305.4.3, 305.8, 305.9.6, 501.8.3.2, 501.8.7.2, 501.8.8.1 and Section 900 of Specification for 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, royality etc. complete in all respect and as per direction of Engineer-in-charge. |
| 2 | 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 Numbers. 501.8.3.2 and 501.8.8.1 for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision)and as per direction of Engineer-in-charge. |
| 3 | Construction of embankment with material obtain from selected borrow pit with 5 KM lead spreading grading with grader to required slop and compacting to meet the required density as per table 300-2 |
| 4 | Fine dressing and turfing the slops of the dam or dyke with compact Dub grass with all lifts and within initial lead of 1km and as per the direction of the Engineer-in-charge |
| 5 | Construction of granular sub base by providing coarse graded granular sub base grading-II martial as per table 402-1, spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with motivator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MoRTSandH specification for Road and Bridge works(4th Revision) |
| 6 | Providing compacted granular materials in sholder by using moorum as per clause 407 of MoRTandH Specifications for Road and Bridge work (4th Revision). |
| 7 | Providing, laying, spreading and compacting of graded stone aggregates to Wet Mix Macadam specification including premixing the materials to 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 No.406 of specification for Road and Bridge works(4th Revision) |
| 8 | Providing and applying primer coat with bitumen emulsion on prepared surface of granural base including cleaning the road surface and spreading primer @ 0.60kg per Square Meters uaing mechanical means as per ciuse 502 of MORTandH specification for road and Bridge works (4th Revision) |
| 9 | Providing and applying tack coat with hot bitumen using bitumen pressure distributor @ 0.20kg per Square Meters on prepared bituminous surface/ @ of 0.30kg per Square Meters on granular surface cleaned with mechanical broom.As per clause 503 of MORTH specificatin for road and bridge work (4th Revision) |
| 10 | Providing and laying Bituminous Macadam using crushed aggregate of grading-2 materials premixed with bitumenous binder, transported to site, laid over a previous prepared surface with hydrostatic paver finisher with sensor control to the required grade and level and alignmentand rolled as per Clause No.-501-6 and 501-7 to achive the desired compaction as per Clause 504 of MoSRTandH Specifications for Road and Bridge works (4th Revision) |
| 11 | Providing and laying 25mm thick with compacted Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing and average output of 75 tonnes per hour using aggregates of specified grading premixed with bituminous binder @4.5 to 5% of mixed and transporting the hot mixed work site laying with a hydrostatic paver finisher with sensor control to required grade level and alignment and rolled with smooth wheeled vibratory and tandem to achieve the required as per Clause 508 of MoSRTandH Specifications for Road and Bridge works (Latest Revision). |
| 12 | Providing and laying of hot applied thermoplastic compound 2.5mm thick per Square Meters including reflect rising glass beads @ 250gms/Square Meters area, thickness of 2.55mm is exclusive of surface apply glass beads as per IRC-35. etc complete as per the direction of E-I-C. |
| 13 | Providing and fixing of retro-reflectoroised cautionary, mandatory and informatory sign as per irc-67 made of high intensity grade sheeting vide clause 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 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 drawingand including cost of all materials, labour, T and P, taxes, royality etc. complete in all respect and as per direction of Engineer-in-charge.. 60 cm circular signage |
| 14 | 60 cm equilateral triangle signage |
| 15 | Excavation of founation in hard rock (granite) removed by chiselling including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specificationapproved by the Department |
| 16 | Sand filling in foundation and plinth with sand watered and rammed as per approved drawing and technical specifications as per Clause No. 304 and Section 900 of Specification 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, royality etc. complete in all respect and as per direction of Engineer-in-charge. |
| 17 | Cement concrete M-15 in all floors using 40mm and down graded black hard crusher broken granite chips of approved quality and from approve quarry including lowering laying concrete watering and curing etc. complete to required level with cost conveyance royalty taxes of all materials and labour with TandP required for the work complete. |
| 18 | Providing and laying Reinforced cement concrete Grade M-20 as per drawing and technical specification using High strength approved quality cement and coarse granite agreegate confirming to Table 1000-1 with form work as per Section 900, 1000, 1500, 1700 and 2200 of Specification 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, royality etc. complete in all respect and as per direction of Engineer-in-charge.Foundation (Raft and Wing Wall) |
| 19 | Sub-structure (wall andHaunche) |
| 20 | Super-structure (Deck Slab) |
| 21 | Super-structure (Wing wall) |
| 22 | Supplying Cutting, bending, binding, straightening placing HYSD bars confirming to grade IS : 1786 (Fe-500) for steel reinforcement works finished item of work as per approved drawing and technical specifications as per Section 1000 and 1600 of Specification 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 etc. complete in all respect and as per direction of Engineer-in-charge. |
| 23 | Providing and laying Reinforced Cement Concrete of Grade M-30 in wearing coat etc. complete as per drawing and technical specifications using high strength approved quality of cement as per Section 900, 1000, 1500, 1600, 1700, 2300 and Clause No. 2702 of specifications for road and bridge works of MORTandH (5th revision) and including cost of all materials, labour, T and P, taxes, royality etc. complete in all respect and as per direction of Engineer-in-charge |
| 24 | Providing and laying Reinforced Cement Concrete of Grade M-40 in wearing coat etc. complete as per drawing and technical specifications using high strength approved quality of cement as per Section 900, 1000, 1500, 1600, 1700, 2300 and Clause No. 2702 of specifications for road and bridge works of MORTandH (5th revision) and including cost of all materials, labour, T and P, taxes, royality etc. complete in all respect and as per direction of Engineer-in-charge |
| 25 | Providing weep holes in abutment/ wing wall/ wall with 100mm dia extending through the width of the structure with sloping IV: 20 towards draining face etc. complete as per drawing and technical specification. |
| 26 | Providing and laying Filter Media/ Metal spall backing in the rear side of abutment and retailing wall/ wing wall of CD work using hard broken granite stone agreegate of sixe 45mm to the required size towards the wall and towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of CD works etc to the full height compacted to a firm condition complete as per approved drawing and Technical specifications as per Section 900 and 2500 of Specification 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, royality etc. complete in all respect and as per direction of Engineer-in-charge. |
| 27 | Back filling with excavated earth within 50m. intial led and 1.5m initil lift including watering and ramming etc. complete as per specification and direction of the Engineer-in-charge |
| 28 | Painting on concrete surface with two coats of water bound cement paint to unplaster concrete surface of approved shade for finished item of work as per the direction of the Engineer-in-charge. |
| 29 | Providing 25mm thick salitex board in joints in between abutments and Wing Walls etcas per the direction of the Engineer-in-charge. |
| 30 | 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 channel vertical post, 150x75x5mm sapced 2m centre to centre, 1.8 m high, 1.1m below ground/road level, all seel 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, 330 mm long complete as per clause 810. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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