Tender For Construction Of H.L. Bridge Over River Prachi On Pwd Road To Belabari Temple Road Near Mangala Mahavidyalaya Kakatpur In The District Of Puri Under The Scheme Setu Bandhan Yojana For The Year 2025-26
Tender Value
13.36 Crore
Estimated cost
Bid Submission
03 Oct 2026
18 days left
EMD
13.36 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 Construction Of H.L. Bridge Over River Prachi On Pwd Road To Belabari Temple Road Near Mangala Mahavidyalaya Kakatpur In The District Of Puri Under The Scheme Setu Bandhan Yojana For The Year 2025-26
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 |
| 2 | Earthwork in excavation of over burden soil for bridge works in all kinds of soil by mechanical means and utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications Section 900 and Clause 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge. |
| 3 | Providing, driving and installing bored cast in situ RCC pile of grade M-45 of specified grade of following diameter for bridges to carry a safe load not less than specified excluding cost of steel liner & reinforcement steel but including length of pile to be embedded in pile cap etc complete, as per section 900, 1000, 1100, 1500 ,1600 & 1700 of MORT&H specifications for Road and Bridge works of (5th Revision) & Direction of Engineer-in charge. a) 1200mm dia pile. With Bentonite |
| 4 | Without Bentonite |
| 5 | Supplying, fitting, fixing 8mm thick permanent steel liner plate for piles including cost of all materials, labour for cutting, bending, welding, installation,all required T & P and machinery etc. complete as per section 1100, 1900 of MORT&H specifications for Road and Bridge works of (5th Revision) & Direction of the Engineer-in charge. |
| 6 | Driving of steel liner of approved diameter in pile foundation complete as per drawing & technical specification including cost of all material, labour, T&P etc complete in all respect and as per section 1100 of MoRT&H specification & direction of the Engineer-in-Charge. |
| 7 | Providing RCC of grade M35 in pile cap as per approved drawing and technical specifications using high strength approved quality cement and aggregate with form work complete as per Section 1000, 1100 1500 1600, 1700, 2200, 2300, 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. Pile Cap |
| 8 | Providing and laying Plain cement concrete of grade M-15 in foundation , substructure of bridge works, drain & protection wall etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate with formwork as per Section 900,1000,1500,1700, 2100 & 2200 of MORT&H specifications for Road and Bridge works of (5th Revision) as per direction of the Engineer-in-charge. a) Below Pile cap |
| 9 | Toe Wall |
| 10 | Providing RCC of grade M-30 in Pier/Abutment shaft, approach slab etc. as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. Abutment & Pier Shaft |
| 11 | Retaining Wall / Wing Wall |
| 12 | Abutment & Pier Cap |
| 13 | DIRT Wall |
| 14 | Approach Slab |
| 15 | Providing R.C.C of grade M 45 in Deck slab / Cross girder / diaphragm including cost of all materials, labour, machineries, T & P, centering and shuttering, cost of suspended type staging , supported on girders with M.S. bracket arrangment for cantilever portion including cost for all materials and labour for shuttering complete as per approved drawing and technical specification section 1000, 1500, 1600, 1700, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. Deck Slab |
| 16 | Providing R.C.C of grade M 40 in crash barrier & pedestal over the pier caps including cost of all materials, labour, machineries, T & P, centering and shuttering, cost of suspended type staging , supported on girders with M.S. bracket arrangment for cantilever portion including cost for all materials and labour for shuttering complete as per approved drawing and technical specification section 1000, 1500, 1600, 1700, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. Pedestal |
| 17 | Crash Barrier |
| 18 | Providing & laying of wearing course of 56mm thick consisting of 6mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface, applying prime coat & tack coat all complete as per clause 501, 502, 503 & 516 of MoRT&H Specification for road & bridge works (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each over tack coat etc complete as per approved drawing & technical specification Clause No 503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-charge. |
| 19 | Providing ,Cutting, Bending, Binding, Straightening & Placing of HYSD bars of grade Fe 500 D confirming to I.S.1786-2008 in bridge works and other structural works etc as per drawing and technical specification and as per Section.900, 1000, 1100 1200, 1600,2100, 2200, 2300 & 2700 of specifications for Road and Bridge works of MORT & H (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. |
| 20 | Supply, fabrication & erection of steel bow-string girder of 51.95 m overall span as per RDSO (E350-IS:2062) specification and standard drawing of RW Department etc complete including all labour, material & machines etc complete |
| 21 | Metallizing of steel work of girders with sprayed aluminium after surface preparation by sand/grit blasting, followed by one coat of each primer (IS:5666) & one coat of ZINC chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under clause 39 of IRS-B1-2001. (Nominal thickness of sprayed aluminium coating shall be 150 microns, DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns) |
| 22 | Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate of graded to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 23 | Providing weep holes in PCC/RCC structures such as abutments ,wing walls, protection walls of bridge work and retaining wall etc with 100mm dia A.C./PVC pipe extending full width of concrete including providing filter materials in the rear side of walls as per approved drawing and technical specifications as per Section 2200 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 24 | Providing Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard granite stone of size 30cm (minimum) and above and weighing not less than 40kg/each 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 cast of all materials, labour, T & P , Royality etc complete in all respect and as per direction of the Engineer-In-Charge |
| 25 | Providing & back filling of specified materials behind abutment, wing wall and return wall complete as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 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 the Engineer-in-Charge. Granular Material |
| 26 | Sandy Material |
| 27 | Providing and fixing R.C.C. of grade M-20 in guard posts of 1000mm height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 28 | Providing, fitting and fixing Modular strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. |
| 29 | Providing & fixing of POT-PTFE bearing procured from approved manufacturer with test certificates as per specification provided in drawing at location with all accessories complete & fixing on piers in position with all materials, labour, tools, equipment for fixing as per drawings and technical specifications section 2000 & its relevant clauses & sub clauses of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 30 | Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge. |
| 31 | Providing Concrete concrete (1:3:6) in foundation and plinth using 4cm size hard granite crusher broken metal of approved quality from approved quarry including watering, curing, side shuttering and raming with cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in-Charge. In Foundation |
| 32 | Providing & Fixing drainage spout with 100mm dia GI pipe in deck slab with MS grating as per Clause-2705 under Section 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 33 | Providing and applying two coats of Enamel paint over a coat of primer to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm 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 the Engineer-in-Charge. |
| 34 | Providing and erecting Informatory retro-reflectorised sign as per IRC-67-2012 made of class-B retro-reflective sheeting of high intensity prismatic grade sheeting as per ASTMD4956-09type-III and IV strictly conforming to clause 6.7of IRC67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00mm thick as per clause 6.5.2 of IRC:67-2012 or A.C.P (Aluminium Composite Panel) used for sign boards with a thermo plastic core of blow density polythylene (LDPE) between two thick sheets of aliminium with over all thickness of 4mm and aliminium thichness of 0.5mm on both sides supported on mildsteel square post 80mmx80mmx3mm, 2nos and 5nos horizontal and 3no vertical extra supporting member of M.S pipe of size 50mmx50mmx3mm firmly fixed to the ground by means properly designed foundation withM-15 grade cement concrete 90cmx90cmx15cm, 150cm below ground level of as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T&P, excavation, curingetc. complete,under supervision of Engineer-In-Charge. Size-12'X8'(3657mm x 2438mm Rectangle) |
| 35 | Providing & Construction of embankment in all kind of soil with approved materials obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet required density etc complete as per section 900 &Clause No.305 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (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. (By Mechanical means) |
| 36 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & as per clause 305 of MoRT&H specifications for road & bridge works(5th revision) and as per direction of the Engineer-in-Charge. |
| 37 | Providing & construction of Granular sub-base by providing crushed stone close graded materials of Grading-III as per table 400-1, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density complete as per Clause-401 of MoRTH specifications for Roads & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 38 | Providin, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant/pugmill, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoRTH specifications for road & bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 39 | Providing and applying primer coat on the prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) as per approved drawing and technical specifications Section 900 and Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 40 | Providing and applying tack coat on the prepared bituminous surface including cleaning with mechanical broom spraying @ 0.20kg/sqm with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 41 | Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of viscosity grade bitumen of VG-30, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause 501.5.2 & 504 of MoRT&H Specifications for road and bridge works (5th Revision) as per direction of the Engineer-in-Charge. |
| 42 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-2) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) viscosity 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 & 507 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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