Tender For Construction Of 3X3x1.35M Span On Khajurinalua Purbakot Road At Ch.4/430 K.M In The District Of Jajpur For The Year 2025-26.
Tender Value
63.82 Lakhs
Estimated cost
Bid Submission
16 Apr 2026
0 days left
EMD
63824
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Panikoili → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 3X3x1.35M Span On Khajurinalua Purbakot Road At Ch.4/430 K.M In The District Of Jajpur 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 up to 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned within the road land and disposal of all unserviceable material including removal top 150mm in thickorganic soi away from the road land as under Clasue No.201 specification for Road and bridge work of MORT&H (5th revision) including full compensation all operations all inclusive costs, contigencies, incidentals involved for finished defects fre item of work complete as per specification and direction of the Engineer-in-Charge. |
| 2 | Scarifing the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000meters etc complete |
| 3 | 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 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 4 | Construction of granular Sub-base by providing Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for road & Bridge works(5th. Revision) . |
| 5 | Providing laying and compacting graded stone agregate to Wet Mix Macadum specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge . |
| 6 | Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @ 0.60 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 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. |
| 7 | 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 @ 0.20 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 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. |
| 8 | Providing and laying Bituminous Macadam (BM) with100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 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, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoSRT&H Specifications for Road & Bridge works (5th. Revision) |
| 9 | Providing and laying semi dense bituminous concrete (SDBC) 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 @ 4.5 to 5 percent 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.508 complete in all respect. |
| 10 | Providing compacted shoulder with granular materials by using moorum of approved quality, watering and compacting with PRR 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 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. (sand and moorum admixture) |
| 11 | Construction of embankment with approved materials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per Clause 305 of MoRT&H Specifications dfor Road & Bridge works(5th. Revision) complet including cost,conveyance,Royalities,Taxes of all materials,all labours,hire and running charges of all machineries,T&P ,sundries etc. complete as per spcification and direction of Engineer-in-Charge. |
| 12 | Earth work in excavation hard soil for foundation of structure as per approved Drawing & Technical Specifications and as per Clause - 301 & 304 with all lead and lift including rough dressing and levelling bed as per approved drawing and technical specification and dewatering if required for the work etc complete as direction of the Engineer-in-Charge |
| 13 | Plain Cement Concrete M-15 Grade in foundation bed using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 14 | Reinforcement Cement Concrete M-25 grade in Foundation Raft of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision). |
| 15 | Reinforcement Cement Concrete M-25 grade in Sub-structure of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision). |
| 16 | Reinforcement Cement Concrete M-25 grade in Deck slab of C.D. Work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision). |
| 17 | Bituminous Concrete in wearing coat of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 18 | Supplying ,Cutting, Bending, Binding, Straightening, Placing HYSD bars confirming to grade I.S.1786-1985 (Fe-500) in CD works, retaining/toe wall and other structures 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. |
| 19 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abument,wing wall/return wall with 10mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and Technical specification etc complete. |
| 20 | Metal spall backing with hand broken granite metal 45mm size in the rear side of abutment and wing wall as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) |
| 21 | Providing & fixing drainage spout in deck slab of CD works as per approved drawing and technical specifications as per Section 2705 of MoRT&H Specifications for Road & Bridge works (Latest Revision) |
| 22 | 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 |
| 23 | Cement painting two coats over a coat of cement wash of approved shade for finished item of work as per the direction of the Engineer-in-charge. |
| 24 | Painting two coats with enamel paints over a coat of primer in RCC Crash Barrier of approved shade for finished item of work as per the direction of the Engineer-in-charge. |
| 25 | Supplying, Providing & laying Reinforced Cement Concrete M-30 grade (cast-in-situ) design mix using graded crushed stone aggregates, cement and coarse sand of approved quality and quantity in approach slab as per drawing and technical specification sections 1000, 1500, 1600,1700, 2700 (Cl.2704), of MORTH specification for Road & Bridge works (5th revision) but including reinforcement complete as directed by Engineer in charge |
| 26 | 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 section Clause 2608 of MORTH specification for Road & Bridge works, (5th revision). |
| 27 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (Sand) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Apr 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedApr 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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