Tender For Construction Of H.L Bridge Over Batapulishi Nallah At Ch.5/782 Km On Ramnaguda-Bissamcuttack Road (Sh-46) In Rayagada District, Odisha Under Under State Plan
Tender Value
7.05 Crore
Estimated cost
Bid Submission
11 Aug 2026
11 days left
EMD
7.05 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
Rayagada → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of H.L Bridge Over Batapulishi Nallah At Ch.5/782 Km On Ramnaguda-Bissamcuttack Road (Sh-46) In Rayagada District, Odisha Under Under State Plan
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass,bushes, shrubs, saplings and tree girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 meters including removal and disposal of top organic Soil notexceeding 150mm in thickness as per clause 201 of MORT&H Spesifications for Road & Bridge works including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge. |
| 2 | 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, 305.3.4 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. |
| 3 | Scarifying and removing the existing bituminous road surface to the required depth as per approved drawing and technical specifications and disposal of scarified materials within all lifts and lead upto 1000mtr. complete in all respect as per Section 900, Clause 305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and 501.8.8.1 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 Engineer-in-Charge. |
| 4 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucker capacity including cutting, trimming bottom & side slopes and transporting to the embankment locations upto 1000m lead with cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision).including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge. |
| 5 | Construction of embankment with approved material deposited at site from road way cutting and other structures with all lifts and leads, transporting to site, spreading, grading and compacting to meet requirement of table 300-2 including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -305 of MoRT&H Specifications for Road & Bridge workscomplete as per technical specification and direction of Engineer-in-Charge. |
| 6 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading and compacting to meet requirement of table 300-2 including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -305 of MoRT&H Specifications for Road & Bridge workscomplete as per technical specification and direction of Engineer-in-Charge. |
| 7 | Construction of Sub Grade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading and compacting to meet requirement of table 300-2 including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -305 of MoRT&H Specifications for Road & Bridge workscomplete as per technical specification and direction of Engineer-in-Charge. |
| 8 | Providing GSB Gr-vi materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge. |
| 9 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works, including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge. |
| 10 | Providing Primer Coat with bitumen emulsion on prepared granular surface, spreading @ 0.60kg / sqm using mechanical means including cost, conveyance of of bitumen emulsion & cost of all labour, machinery etc complete as & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works complete as per technical specification and direction of Engineer-in-Charge. |
| 11 | Providing and Applying Tack coat with bitumen emulsion @ 0.20 kg of bitumen per sqm. on the prepared bituminous/ granular surface including scraping and cleaning the road surface as per clause 503 of MoRT&H specification for Road & Bridge works , including hire and running charges of all machineries, including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge. |
| 12 | Providing Dense Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works complete as per technical specification and direction of Engineer-in-Charge. |
| 13 | Providing & laying Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501, 503 and 508 of MoRT&H Specifications for Road & Bridge works complete as per technical specification and direction of Engineer-in-Charge. |
| 14 | Turfing the slopes of embankment with compact turf grass including cost, conveyance of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause - 307 of MoRT&H Specifications for Road & Bridge works etc complete as per technical specification and direction of Engineer-in-Charge. |
| 15 | Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per Technical Specifications and Section- 800, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works etc. complete as per technical specification and direction of Engineer-in-Charge. |
| 16 | Providing, fixing retro-reflectorised, cautionary, mandatory & informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS circular pipe 65 NB firmly fixed to the ground by means of PCC M25 grade foundation of 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Clause 801 of MoRT&H Specifications for Road & Bridge works etc. complete as per technical specification and direction of Engineer-in-Charge.60cm Circular (Speed limit) |
| 17 | 90cm Equilateral |
| 18 | 60 cm x 45 cm rectangular |
| 19 | 60 cm x 50 cm rectangular |
| 20 | Providing, fixing of bi-directional Retro Reflective raised pavement makers of approved colour, quality and make confirming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surfaces and fixing at position with approved quality adhesives as per drawing and Clause 804 of MoRT&H Specifications for Road & Bridge works etc. complete as per technical specification and direction of Engineer-in-Charge. |
| 21 | Providing & fixing RCC M-15 grade 5th Km. stone, Ordinary Km. stone and Hectometre stone along with reinforcement for finished item of work as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering, painting as per approved drawing and technical specification complete in all respect as per Clause No. 805 & Section 800, 900, 1000, 1500, 1600, 1700 of MoRT&H specification 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.Ordinary KM Stone |
| 22 | PCC M-15 Grade of Retaining Wall in Foundation using 40 to 10mm size crushed stone aggregates mixed by Concrete mixer, 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 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 23 | PCC M-20 Grade in Toe Wall using 40 to 10mm size crushed stone aggregates mixed by Concrete mixer, 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 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 24 | RCC M-25 Grade in Foundation 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 1700 & 2100 of MoRT&H Specifications for Road & Bridge work complete as per technical specification and direction of Engineer-in-Charge.In Foundation |
| 25 | RCC M-25 Grade in Substructure 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 1700 & 2100 of MoRT&H Specifications for Road & Bridge work complete as per technical specification and direction of Engineer-in-Charge.In Substructure |
| 26 | Steel reinforcement works in structure & Retaining wall work using HYSD (uncoated reinforcement bars of Fe-500 gr.) including cost, conveyance of all materials with cost of all labour etc complete as per approved Drawing & Technical Specifications and Section -1600 of MoRT&H Specifications for Road & Bridge works, including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge.Reinforcement in foundation in retaining wall |
| 27 | Providing & laying Filter Media with crushed stone aggregates of 45mm size satisfying requirements including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -710.1.4 of IRC 78 & Clause - 2504.2 of MoRT&H Specifications for Road & Bridge works works complete as per technical specification and direction of Engineer-in-Charge. |
| 28 | Providing Weep Holes of 100mm dia using A.C./ PVC pipe, fixing with cement mortar including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -2706 & 2200 of MoRT&H Specifications for Road & Bridge works complete as per technical specification and direction of Engineer-in-Charge. |
| 29 | Construction of reinforced cement concrete crash barrier of M-40 grade with HYSD reinforcement confirming to IRC-21 and dowel bars 25mm dia, 450mm long at expnasion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure of MOST Circular No. RW-NH-33022-1-94-DO-III dtd.24 June 1994 as per dimension in the approved drawing and location as per Clause 811 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 30 | Earth work in excavation of foundation of structures in all kinds of soil 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. as per clause 304 of MORTH specification for Road and Bridge works (5th revision) and as directed by the Engineer in charge. |
| 31 | Supplying, Providing & laying reinforced cement concrete of grade of M-30 (cast-in-situ) as per design mix prepared under relevant IS/IRC concrete codes using graded crushed stone aggregates cement coarse sand of approved quality and quantity in foundation of abutment using weigh batching, mechanically mixing, vibrating, de centering using tools & plant equipments including full compensation to all inclusive costs, all operation contingencies incidental involved for the finished defect free item of work to satisfaction complete, but excluding cost of reinforcement complete as per drawing and technical specification. |
| 32 | Providing supplying and laying Design Mix Reinforced Cement Concrete of grade M 30(Cast - in - Situ) using graded crushed stone aggregate and coarse sand, cement of approved quality (IRC 383) in RCC substructure (Abutment/Pier shaft, return wall/retaining wall ) as per approved drawings and sections 1000, 1500, 1600, 1700 and 2200 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer -in - charge. |
| 33 | Providing supplying and laying Design Mix Reinforced Cement Concrete of grade M 30 (Cast - in - Situ) using graded crushed stone aggregate and coarse sand, cement of approved quality (IRC 383) in RCC substructure (Abutment cap/Pier cap/pedestal/dirtwall) as per approved drawings and sections 1000, 1500, 1600, 1700 and 2200 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer -in - charge. |
| 34 | Providing supplying and laying Design Mix Reinforced Cement Concrete of grade M 30 (Cast - in - Situ) in diaphragm using graded crushed stone aggregate and coarse sand, cement of approved quality (IRC 383) in D as per approved drawings and sections 1000, 1500, 1600, 1700 and 2200 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer -in - charge. |
| 35 | Providing supplying and laying Design Mix Reinforced Cement Concrete of grade M 30 (Cast - in - Situ) in deck slab using graded crushed stone aggregate and coarse sand, cement of approved quality (IRC 383) in D as per approved drawings and sections 1000, 1500, 1600, 1700 and 2200 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer -in - charge. |
| 36 | Providing supplying and laying Design Mix Reinforced Cement Concrete of grade M 25 (Cast - in - Situ) in Superstructure using graded crushed stone aggregate and coarse sand, cement of approved quality (IRC 383) in D as per approved drawings and sections 1000, 1500, 1600, 1700 and 2200 of MORTH specifications for road and bridge works(5th revision) etc complete as directed by Engineer -in - charge. |
| 37 | PCC M-15 Grade in Cut of Wall using 40 to 10mm size crushed stone aggregates mixed by Concrete mixer, 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 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 38 | Provision of an Reinforced cement concrete crash barrier at the edges of the bridge and approaches to bridge structures, 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 Engineerand as per Technical Specifications section 809 of MORTH specification for Road & Bridge works (5th revision). |
| 39 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 40 | 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. |
| 41 | Providing and laying 25mm thick mastic asphaltic wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to requirement level and slope after cleaning the surface , including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 1000c, protuding 1.. to 4mm over mastic surface, all complete as per clause 516. |
| 42 | Supplying, fabricating welded water tight drainage spout as per technical specification clause 2705 of specification road and bridge work MORT&H (5th revision) 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 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 in charge. |
| 43 | Providing& fixing PVC 100mm pipe dia of material duly approved in drainage spouts with all costs, all operations contingencies, incidentals involved in the finished defect free item of work as per Drawings and directions of the Engineer in charge. |
| 44 | Providing& fixing PVC 150mm pipe dia of material duly approved as utility duct with all costs, all operations contingencies, incidentals involved in the finished defect free item of work as per Drawings and directions of the Engineer in charge. |
| 45 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification section 2200, IRC-78 and instruction of Engineer in charge. |
| 46 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm to the bridge superstructure as per section 800 of MoRTH specifications for Road & Bridge works (5th revision) and instruction of Engineer in charge. |
| 47 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per section 800 of MoRTH specifications for Road & Bridge works (5th revision) and instruction of Engineer in charge. |
| 48 | Supplying and provding stone Pitching on slopes using sound ,hard, durable and fairly regular in shape and weighing each stone not less than 40 kg, as per drawings and Clause 2504 of Technical specification for Road & Bridge works MORTH (5th revision) and as direction of Engineer in charge. |
| 49 | Supplying and provding Granular material below stone Pitching on slopes using sound ,hard, durable and fairly regular in shape and weighing each stone not less than 40 kg, as per drawings and Clause 2504 of Technical specification for Road & Bridge works MORTH (5th revision) and as direction of Engineer in charge. |
| 50 | 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. |
| 51 | Fixing anchoring bars upto 25mm to 38mm dia to the foundation of piers and abutments alter drilling holes grouting with cement or cement mortar as per approved proportion, etc. all complete but excluding cost of rods for Road & Bridge works (5th revision) but including reinforcement complete as directed by Engineer in charge. |
| 52 | Earth work in excavation of structures in all kinds of soil 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. as per clause 304 of MORTH specification for Road and Bridge works (5th revision) and as directed by the Engineer in charge. |
| 53 | Construction of RCC Railing of M 30 grade aggreagte size not exceeding 20mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing beetween veetical post not to exceed 2000 mm, leaving adequate space beetween verticle post for expansion, complete as per approved drawing and technical specifications for Road and Bridge works (5th revision) and as directed by the Engineer in charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysAug 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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