Tender For Construction Of Bridge Over River Birupa At Banaghata Connecting R And B Road Chayanpal And Gunupur Village
Tender Value
24.16 Crore
Estimated cost
Bid Submission
20 Aug 2026
19 days left
EMD
24.16 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 River Birupa At Banaghata Connecting R And B Road Chayanpal And Gunupur Village
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of in all kinds of soil with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer-in-charge. |
| 2 | Labour of sinking single circular well caission/ cribwell of specified external diameter in all kinds of soil to lines levels & plumb by scooping out from inside the well & below the steining including cost of dredging & plants ,supply & work of pumps, dredgers & compressors, derrick, winches, cranes etc. balling out of water & dredging, removing all materials & obstacles from inside the wells inclusive of hire & running charges of all such machinery including materials & labour charges for providing kentledge loading if necessary & sinking to the required depth by loading with proper designed & preapproved weight & taking precautions adequately against tilting & shifting & dispiosal of the dredged materials away from the wells as per the direction of Engineer-in charge with all leads & lifts in all repects including all incidental charges like temporary sand filling, top pluging of well etc. for safety of the structure during execution as directed by the Enginer-in charge. (Payment will only be made for sinking of the well & other items required for the well sinking operation is only incidental & no payment will be made for such items) A) In all kinds of Soil (upto 10m depth) i) For 7.5m dia abutment wells |
| 3 | ii) For 7.0m dia. pier wells |
| 4 | 11th mtr successive depth i) For 7.5m dia abutment wells |
| 5 | ii) For 7.0m dia. pier wells |
| 6 | 12th mtr successive depth i) For 7.5m dia abutment wells |
| 7 | ii) For 7.0m dia. pier wells |
| 8 | 13th mtr successive depth i) For 7.5m dia abutment wells |
| 9 | ii) For 7.0m dia. pier wells |
| 10 | 14th mtr successive depth i) For 7.5m dia abutment wells |
| 11 | ii) For 7.0m dia. pier wells |
| 12 | 15th mtr successive depth i) For 7.5m dia abutment wells |
| 13 | ii) For 7.0m dia. pier wells |
| 14 | 16th mtr successive depth i) For 7.5m dia abutment wells |
| 15 | ii) For 7.0m dia. pier wells |
| 16 | 17th mtr successive depth i) For 7.5m dia abutment wells |
| 17 | ii) For 7.0m dia. pier wells |
| 18 | 18th mtr successive depth i) For 7.5m dia abutment wells |
| 19 | ii) For 7.0m dia. pier wells |
| 20 | 19th mtr successive depth i) For 7.5m dia abutment wells |
| 21 | ii) For 7.0m dia. pier wells |
| 22 | 20th mtr successive depth i) For 7.5m dia abutment wells |
| 23 | ii) For 7.0m dia. pier wells |
| 24 | 21st mtr successive depth i) For 7.5m dia abutment wells |
| 25 | ii) For 7.0m dia. pier wells |
| 26 | 22nd mtr successive depth i) For 7.5m dia abutment wells |
| 27 | ii) For 7.0m dia. pier wells |
| 28 | 23rd mtr successive depth i) For 7.5m dia abutment wells |
| 29 | ii) For 7.0m dia. pier wells |
| 30 | 24th mtr successive depth i) For 7.5m dia abutment wells |
| 31 | ii) For 7.0m dia. pier wells |
| 32 | 25th mtr successive depth i) For 7.5m dia abutment wells |
| 33 | ii) For 7.0m dia. pier wells |
| 34 | 26th mtr successive depth i) For 7.5m dia abutment wells |
| 35 | ii) For 7.0m dia. pier wells |
| 36 | 27th mtr successive depth i) For 7.5m dia abutment wells |
| 37 | ii) For 7.0m dia. pier wells |
| 38 | 28th mtr successive depth i) For 7.5m dia abutment wells |
| 39 | ii) For 7.0m dia. pier wells |
| 40 | 29th mtr successive depth i) For 7.5m dia abutment wells |
| 41 | ii) For 7.0m dia. pier wells |
| 42 | 30th mtr successive depth i) For 7.5m dia abutment wells |
| 43 | ii) For 7.0m dia. pier wells |
| 44 | 31st mtr successive depth i) For 7.5m dia abutment wells |
| 45 | ii) For 7.0m dia. pier wells |
| 46 | 32nd mtr successive depth i) For 7.5m dia abutment wells |
| 47 | ii) For 7.0m dia. pier wells |
| 48 | 33rd mtr successive depth i) For 7.5m dia abutment wells |
| 49 | ii) For 7.0m dia. pier wells |
| 50 | 34th mtr successive depth i) For 7.5m dia abutment wells |
| 51 | 35th mtr successive depth ii) For 7.0m dia. pier wells |
| 52 | Supplying & fitting fixing in position steel cutting edge as per approved design & drawing weighing not less than 80kg. per meter including steel cladding using M.S.Angles/ rods, plates bolts & nuts, rivets complete wherever necessary including bending to size & shape drilling holes riveting welding bolting etc. complete in all respects confirming to relevant IRC codes & ISI specification including cost conveyance & all taxes of all materials, labour & T&P & all machineries etc. required for the work with all leads & lifts complete in position in all respects (cutting edge to be placed at the level of the bottom of well cap indicated in Drg. or 150 mm. above L.W.L. as specified in the Drg. or as per written order of the Engineer-in-Charge. |
| 53 | Cement concrete with M-150+10% extra cement on nominal mix to be used for bottom plugging having maximum compressive strength of 150 kg./cm2 with minimum quantity of cement as specified in IRC code in work tests on 150 mm. cubes at 28 days curing using cement as per CL 710-7 of IRC-78/1983 after mixing & tests conduct in accordance with IS 456 & IS-516 with crusher broken hard granite coarse aggregate of 40 mm. size down graded in conformity with clause-302.6.2 of IRC-21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using tremie pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm. thick with cost, conveyance royalty & other taxes of all materials, labour hire (i) Bottom plugging |
| 54 | (ii)Toe wall |
| 55 | CC of design mix of M-250grade having specified characteristics compressive strength/ target mean strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded.sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) Well Curb |
| 56 | Well Steining |
| 57 | Deck Slab |
| 58 | Abutment |
| 59 | Railing |
| 60 | RCC of design mix of M-300grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) Abutment & pier cap |
| 61 | Abutment & pier shaft |
| 62 | Dirt wall |
| 63 | Well cap |
| 64 | Retaining wall/wing wall |
| 65 | Superstructure |
| 66 | Approach slab |
| 67 | Wearing Coat |
| 68 | R.C.C. design mix of M-45 Grade in Deck slab / Cross girder / diaphragm including cost of all materials, labour charges for machinaries, T & P, centering and shuttering, charges for suspended type staging / centering and shuttering, supported on girders with M.S. bracket arrangement for cantilever portion including charges for all materials and labour for centering shuttering etc. complete. |
| 69 | Supplying, providing, fixing in position RCC Crash barrier monolithic with slab M-40 grade as per approved drawings and Technical Specifications (Part I/II) Clause 809 section 800 & section 1000, 1500, 1600, 1700 with their clauses and sub clauses of MORTH specification for Road & Bridge works (4th revision) and including full compesating to costs all operations, contingencies incidentals involved for the finished defect free item of work to specification and as directed by Engineer or his representative to specification. |
| 70 | Supplying, Providing & laying Reinforced Cement Concrete M-40 grade (cast-in-situ) as per design mix prepared under relevant IS/IRC concrete codes using graded crushed stone aggregates, cement and coarse sand of approved quality and quantity in pedestal using weigh batching, mechanically mixing, vibrating, centering & shuttering, decentering using equipments & machinery including full compensation to all inclusive costs, all operations, contingencies incidentals involved for the finished defect free item of work complete to specification but excluding reinforcement complete as per drawing and technical specification and sections 1000,1500 & 1700 as directed by Engineer or his representative full satisfaction. |
| 71 | Providing HYSD bars confirming to approved grade F-415 including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge. |
| 72 | 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 |
| 73 | Metalising of all plate girder components with sprayed aluminium and painting the metalised surface in four coats with approved paint confirming IRS:BI-2001 including surface preparation by sand blasting with all lead, lift, labour, material, paints & equipments tax etc complete as per direction of Engineer-in-charger. |
| 74 | 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 of all complete as per clause 501, 502,503 & 516 of MoRT&H Specification for road & bridge work (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each 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. |
| 75 | Providing 600mm thick filter media in the rear of abutment and wing walls with 5cm size and down graded hand broken granite metal of approved quality from approved quarry as per specification and direction of the Engineer-in-charge including cost, conveyance royalty and taxes of all materials T&P articles required for the work etc. complete. |
| 76 | Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge. |
| 77 | Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer in charge including dewatering if required. |
| 78 | Back filling behind abutment, wing wall & return wall with granular material including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge. Granular Material |
| 79 | Boulder filling with sand grouted. |
| 80 | Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including all labours, materials ,carriage ,royality & taxes of etc. complete. |
| 81 | Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. |
| 82 | Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge. In Foundation |
| 83 | Below Approach Slab |
| 84 | Supply and fixing of the POT/PTFE Bearing procured from approved manufacturer & with test certificates as per specification provided in drawing at location with all accessories complete & fixing on abutment and piers in position with all materials, labour, tools, equipment for fixing as per drawings and technical specifications part I/II, section 2000 & its relevant clauses & sub clauses of MoRTH specification for Road & Bridge works (4th revision) as directed by Engineer/or his reresetative to satisfaction. |
| 85 | Supplying, fabricating welded water tight drainage spout assembly to dimensions shown on drawing of dia not less than 100mm with galvanized steel conforming to IS 226 & fixing in position with suitable fixtures at specified locations on bridge decks including painting two coats with bituminous paint sealed with sealant as per IS 1834 around the spout to the deck slab as per technical specification part I / II of clause 2705 of specification road and bridge work MORT&H (4th revision) including full compensation to all operations, all inclusive costs, contigencies, incidental involved for the finished defect free item of work complete to specificaton & as directed by engineer or his representative to satisfaction. |
| 86 | 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) |
| 87 | Providing & laying PVC pipe of 150mm dia as approved quality in crash barrier for utility service complete including full comensation to all inclusive costs, all operations contingencies, incidentals involved in the finished defect free item of work as per Drawings and directions of the Engineer or his representative to satisfaction |
| 88 | Providing and applying two coats of Enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm etc complete as per derection of Engineer-in-charge. |
| 89 | Construction of embankment with approved material obtained from borrow pits with 5 extra lead lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge. |
| 90 | Loosening of the ground up to a level of 500mm below the sub-grade level , watered , graded & compacted in layers to meet requirement of table 300-2 for sub-grade construction & clause 305 of MORTH specification of Road & Bridge works ( 4th Revision ) |
| 91 | Providing and laying of Granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform 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 (4th Revision) |
| 92 | Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision) |
| 93 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge. |
| 94 | Providing and applying tack coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.20 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge. |
| 95 | Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision). |
| 96 | Providing & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) |
| 97 | Earth work in excavation in foundation in hard soil with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer in charge. |
| 98 | Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge. |
| 99 | Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.(1000mm diameter) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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