Tender For Construction Of Bridge Over Birupa At 6.00Km On Itua To Athamania Road In The District Of Cuttack Under Sby For The Year 2024-25
Tender Value
45.51 Crore
Estimated cost
Bid Submission
03 Oct 2026
18 days left
EMD
45.51 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 Bridge Over Birupa At 6.00Km On Itua To Athamania Road In The District Of Cuttack Under Sby For The Year 2024-25
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 2 | Providing and Laying Cutting edge of Mild Steel weighing 40 kg per metre including cladding for Well foundation etc. complete as per drawing and technical specifications. |
| 3 | Labour for sinking in all kinds of soil other than rock in lines plumb etc complete. Upto 10m depth For 7.5m dia |
| 4 | For 7.0m dia |
| 5 | For 6.5m dia |
| 6 | For 11th successive length. For 7.5m dia |
| 7 | For 7.0m dia |
| 8 | For 6.5m dia |
| 9 | For 12th successive length. For 7.5m dia |
| 10 | For 7.0m dia |
| 11 | For 6.5m dia |
| 12 | For 13th successive length. For 7.5m dia |
| 13 | For 7.0m dia |
| 14 | For 6.5m dia |
| 15 | For 14th successive length. For 7.5m dia |
| 16 | For 7.0m dia |
| 17 | For 6.5m dia |
| 18 | For 15th successive length. For 7.5m dia |
| 19 | For 7.0m dia |
| 20 | For 6.5m dia |
| 21 | For 16th successive length. For 7.5m dia |
| 22 | For 7.0m dia |
| 23 | For 6.5m dia |
| 24 | For 17th successive length. For 7.5m dia |
| 25 | For 7.0m dia |
| 26 | For 6.5m dia |
| 27 | For 18th successive length. For 7.5m dia |
| 28 | For 7.0m dia |
| 29 | For 6.5m dia |
| 30 | For 19th successive length. For 7.5m dia |
| 31 | For 7.0m dia |
| 32 | For 6.5m dia |
| 33 | For 20th successive length. For 7.5m dia |
| 34 | For 7.0m dia |
| 35 | For 6.5m dia |
| 36 | For 21st successive length. For 7.5m dia |
| 37 | For 7.0m dia |
| 38 | For 6.5m dia |
| 39 | For 22nd successive length. For 7.5m dia |
| 40 | For 7.0m dia |
| 41 | For 6.5m dia |
| 42 | For 23rd successive length. For 7.5m dia |
| 43 | For 7.0m dia |
| 44 | For 6.5m dia |
| 45 | For 24th successive length. For 7.5m dia |
| 46 | For 7.0m dia |
| 47 | For 6.5m dia |
| 48 | For 25th successive length. For 7.5m dia |
| 49 | For 7.0m dia |
| 50 | For 6.5m dia |
| 51 | For 26th successive length. For 7.5m dia |
| 52 | For 7.0m dia |
| 53 | For 6.5m dia |
| 54 | For 27th successive length. For 7.5m dia |
| 55 | For 7.0m dia |
| 56 | For 6.5m dia |
| 57 | For 28th successive length. For 7.5m dia |
| 58 | For 29th successive length. For 7.5m dia |
| 59 | P.C.C M-15 Grade in foundation bed using 20mm 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). Toe wall |
| 60 | Bottom pluging |
| 61 | P.C.C M-15 Grade in substructure bed using 20mm 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. Head wall |
| 62 | R.C.C. M-30 grade in Foundation as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works . Well curb |
| 63 | Well steining |
| 64 | Well cap |
| 65 | R.C.C. M-35 grade in Foundation as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works. Well cap |
| 66 | R.C.C. M-30 grade in Substructure Abutment & Pier Shaft as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works. |
| 67 | R.C.C. M-35 grade in Substructure Abutment & Pier Shaft as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works. |
| 68 | R.C.C. M-30 grade in Substructure Abutment/ Pier Cap & corbel as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works . |
| 69 | R.C.C. M-30 grade in Substructure Dirt Wall as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works . |
| 70 | RCC Grade M-45 PSC girders including cost of all materials, labour charges for machineries, T&P , centering & shuttering , charges towards casting bed, roads for lifting and launching of the girders including charges towards providing cranes, vehicle with trailer for lifting and to support the errection of girder for launching and placement at the required height and position including all chargers for arrangement for movement of cranes, trailers of required nos and capacity complete but excluding cost and labour for M.S reinforcement, HT steel wire/ strand, sheating , Bearing plate, Tube 'unit', wedges etc. accesories, charges towards stressing and grouting, hire charges of Jack and other equimpment required for stressing & grouting as per direction of Engineer-in-charge |
| 71 | RCC M-45 Grade in Deck Cross Girder/diaphragm/Derck slab including cost of all materials, labour charges for machineries, T&P charges for suspended type staging/ centering & shuttering , suppoerted on girders with M.S bracket arrangement for cantilever portion including charges for all materials and labour for centering shuttering etc. complete as per direction of Engineer-in-charge |
| 72 | Providing & laying HT Steel wire / strand including cost of all accessories for stressing. Stressing & grouting operation as per approved drawing and technical specifications and section 1800 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 73 | RCC M-30 grade in Superstructure of Bridge with formwork using 20 to 10mm size crushed stone aggregates mixed by Batching Plant, 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 1200, 1500 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 74 | R.C.C M40 using 20mm down graded HG chips etc complete. |
| 75 | R.C.C. M-40 grade in Super structure in Bearing Pedestal as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works |
| 76 | R.C.C. M-45 grade in Super structure in Bearing Pedestal as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works |
| 77 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. |
| 78 | Supplying, Fitting, Fixing and Placing in position of Neoprene Bearing including cost, conveyance of bearing & labour for fitting fixing etc complete as per approved Drawing & Technical Specifications and Section - 2000 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 79 | Steel reinforcement works in structure work using HYSD (uncoated reinforcement bars of Fe-500 gr.) as per approved Drawing & Technical Specifications and Section -1600 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 80 | Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 81 | Back filling behind abutment & return wall using stone boulder with sand grouted using hard granaite stone of size not less than 0.0025 cum & coarse sand including cost, conveyanace, royality of all materials with cost of all labour etc complete as per approved drawing and technical specification and section -1400 of MoRTH specification. |
| 82 | Providing Weep Holes of 100mm dia using A.C./ PVC pipe including fixing with cement mortar as per approved Drawing & Technical Specifications and Clause -2706 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 83 | Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works . |
| 84 | 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/granular surface cleaned with mechanical broom. |
| 85 | Supplying , Laying & Fixing 1200mm dia NP4 RCC hume pipe in position for culvert including pointing ends , fixing collars with cement mortar (1:2) including cost conveyance and taxes of hume pipe etc complete. |
| 86 | 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 including providing antiskid surface with bitumen precoated fine grained hard stone chipping 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. |
| 87 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. |
| 88 | Providing reinforced cement concrete crash barrier at the edges of road, approaches to bridge structures and medians,constructed with M40 grade concrete with HYSD reinforcement conforming to IRC :21 and dowel bars 25mm dia , 450 mm long at expansion joints filled with pre-moulded asphalt filler board keyed to the structure and installed as per design given in the MOST circular No RW/NH-33022/1/94-DO III dated 24th June,1994 and as per dimensionsin the approved drawing and at locations directed by the Engineer. |
| 89 | Providing, Fitting & Fixing of Drainage Spouts in Deck slab as per approved Drawing & Technical Specifications and Section 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 90 | RCC M-30 grade in Approach slab including steel of Bridge with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section -1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 91 | Painting on Finished wall surface with two coats of Enamel Paint and one coat of Primer of approved shed including cost of paint, labour, T&P all comp |
| 92 | Providing supplying and laying Plain Cement Concrete with grade M15 in Toe Wall complete as per Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works(MORTH 5th revision) excluding the cost of reinforcement complete & as directed by Engineer in charge, excluding GST. |
| 93 | Gravel backing to revetments as per approved Drawing & Technical Specifications and as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision). |
| 94 | Rough stone dry packing on Aprons and Revetments with hard stone 30cm and above size including cost, conveyance royality of all materials and labour charges etc.complete as per direction of Engineer-In-Charge. |
| 95 | Supplying and fitting 15cm dia 1.00mtr long gurd post of RCC M15 using 7.50kg of steel for each guard post with 12mm size black granite chips crusher broken including cost of all reinforcment and material,centering and shuttering etc complete |
| 96 | Providing & 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 ASTM D 4956-09 type-III and IV strictly conforming to clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per clause 6.5.2 of IRC 67-2012 or A.C.P. (Aluminum composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminum with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel square post 80m x 80mm x 3mm,2 nos and 3 nos horizontal and 1 no vertical extra supporting members of M.S angle of size 50mm x50 mmx6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm,60 cm belowground level as per approved drawing including cost, conveyance, royalty, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(3600 mmx2400 mm Rectangle) |
| 97 | 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. |
| 98 | 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. |
| 99 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 and as per Clause -305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 100 | Construction of granular sub-base by providing close graded granular sub base Grading III material as per table 401-1, spreading in uniform layer with moter 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 Specification for Road & Bridge works (4 th Revision) |
| 101 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 102 | Providing and applying prime coat with slow setting bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 103 | Providing 50mm thick Bituminous Macadam using crushed stone Gr.-2 materials & 60 / 70 penetration grade of bitumen as per approved Drawing & Technical Specifications and as per Clause -504 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 104 | Providing 25mm thick S.D.B.C. using crushed stone Gr.-2 materials & 60 / 70 penetration grade of bitumen as per approved Drawing & Technical Specifications and as per Clause -508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 105 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel 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 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
| 106 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering & Technical Specifications and as per Clause - 307 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 107 | Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single/double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road & bridge works (5th revision) & as directed by Engineer in charge. 90 cm Equilateral traingle |
| 108 | 60 cm Circular |
| 109 | 80 cm x 60 cm rectangular |
| 110 | 90 cm high octagon |
| 111 | Hazard Marker |
| 112 | Supplying, providing 2.5 mm thick hot applied thermoplastic road marking material homogeneously composed of aggregate pigment,resin,glass reflectorizing beads with colour of the compound white as per IS 356 as specified in the drawing conforming to clause no 803 of specification for road & bridge works (5th revision) & as directed by Engineer-in-charge. |
| 113 | Providing and fixing of bi-directional retro reflective raised paverer 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. complete. 1973 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 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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