Tender For Special Repair Estimate From Km. 264/161 To 277/500 Km Of Nh-55 In The State Of Odisha For The Year 2026-27.
Tender Value
1.99 Crore
Estimated cost
Bid Submission
29 Sep 2026
15 days left
EMD
3.98 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Cuttack → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair Estimate From Km. 264/161 To 277/500 Km Of Nh-55 In The State Of Odisha For The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by mechanical means using dozer including cost of all labour, T&P, cess etc required to complete the work in all respect as per clause no. 201 of specifications for Road and Bridge Works (5th Revision) and as per direction of Engineer-In-Charge . |
| 2 | Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor/vibrator including cost of labour, T&P, cess etc required to complete the work in all respect as per clause no. 3003 of specifications for Road and Bridge Works (5th Revision) and as per direction of Engineer-In-Charge . |
| 3 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor/ vibrator or power rammers to restore the original alignment, levels and slopes including cost of all materials, labour , T&P , lead and lift , cess etc complete in all respect as per clause no. 3002 of specifications for Road and Bridge Works (5th Revision) and as per direction of Engineer-In-Charge |
| 4 | Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm including cost of all labour, materials, T&P,carriage, royalty, cess etc required to complete the work in all respect as per clause no. 3004.3.3 of specifications for Road and Bridge Works (5th Revision) and as per direction of Engineer-In-Charge |
| 5 | Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom including cost of all labour, materials,T&P,carriage, cess etc required to complete the work in all respect as per clause no. 503 of specifications for Road and Bridge Works (5th Revision) and as per direction of Engineer-In-Charge . |
| 6 | Providing and laying bituminous concrete Grading-II with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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. 507 of specifications for Road and Bridge Works (5th Revision) complete in all respects including cost of all labour, materials, T&P, carriage, royalty, cess etc and as per direction of Engineer-In-Charge . |
| 7 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surfaces when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of specifications for Road and Bridge Works (5th Revision) including cost of all labour,materials T&P, carriage, royalty,cess etc and as per direction of Engineer-In-Charge . |
| 8 | Supplying and fixing of 80mmthick 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-63:2018 including cost of all materials, labour , T&P, carriage, cess etc complete in all respect as per specifications and as per direction of Engineer-In-Charge |
| 9 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including cost of all labour , T&P , lead and lift, cess etc complete in all respect as per clause no. 304 of specifications for Road and Bridge Works (5th Revision) and as per direction of Engineer-In-Charge . |
| 10 | Sand Filling in foundation trenches as per drawing & technical specification including cost of all labour , materials, T&P, carriage, roaylty, cess etc complete in all respect as per clause no. 304 of specifications for Road and Bridge Works (5th Revision) and as per direction of Engineer-In-Charge . |
| 11 | Construction of granular sub-base Grading-II by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of specifications for Road and Bridge Works (5th Revision) including cost of all labour, materials,T&P, carriage, royalty, cess etc and as per direction of Engineer-In-Charge . |
| 12 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH specification clause No. 406 of specifications for Road and Bridge Works (5th Revision) complete in all respects including cost of all labour, materials, T&P, carriage, royalty, cess etc and as per direction of Engineer-In-Charge . |
| 13 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes including cost of all labour,materials, T&P,cess etc required to complete the work in all respect as per clause no. 803 of specifications for Road and Bridge Works (5th Revision) and as per direction of Engineer-In-Charge . |
| 14 | Providing and erecting a \\"Thrie\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanized 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 811 of specifications for Road and Bridge Works (5th Revision) including cost of all labour, materials,T&P, carriage, cess etc and as per direction of Engineer-In-Charge . |
| 15 | Providing and fixing of retro-reflectorised cautionary, Mandatory and Informatory sign as per IRC. 67 made of class-B Type IV retro reflective sheeting fixed over 2mm thick aluminum sheeting vide clause no. 801.3 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25mm x 3mm angle mounted on a mild steel circular pipe 65 NB.3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 x 45cm x 60cm , 60cm below ground level as per drawing as per approved drawing. The sign shall be maintained as per section 12 of IRC 67 including cost of all labour,materials, T&P, crriage, cess etc required to complete the work in all respect as per clause no. 801 of specifications for Road and Bridge Works (5th Revision) and as per direction of Engineer-In-Charge . |
| 16 | (A) 90 CM Equilateral ltriangle |
| 17 | (B) 60 Cm Circular |
| 18 | (C) 80 x 60 cm rectangular size |
| 19 | (D) 45 x 90 cm rectangular size |
| 20 | (E) 30 x 90 cm rectangular size |
| 21 | (F) 60 x 50 Cm rectangular size |
| 22 | (G) 90 cm Octagon |
| 23 | 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, T&P, cess required to complete the work as per direction of Engineer-In-Charge . |
| 24 | Providing and erecting a designated support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC 67 for over head sign board including cost of all labour,materials, T&P, carriage, cess etc required to complete the work in all respect as per clause no. 802 of specifications for Road and Bridge Works (5th Revision) and as per direction of Engineer-In-Charge . |
| 25 | Providing fitting and fixing of 3mm thick corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in Clause 802.2 and 802.3 and installed as per clause 802.7 and as per structural design requirements and approved plans and as per IRC:67 including cost of all labour,materials, T&P, carriage,cess etc required to complete the work in all respect as per clause no. 802 of specifications for Road and Bridge Works (5th Revision) and as per direction of Engineer-In-Charge . |
| 26 | Providing Hire and running charges of Hydraulic tower crane for installation of over head retro reflective Signage at a height of 20',0\\" including cost of all labour, (T&P) and hire & running charges of Crane etc complete and as per direction of Engineer-In-Charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysSep 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender