Tender For Construction Of Hl Bridge Over Sagadia Nallah At 3/050 Km On Tangi-Tentuliapada Road In The District Of Khordha Under State Plan.
Tender Value
6.26 Crore
Estimated cost
Bid Submission
26 Oct 2026
16 days left
EMD
6.27 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 Hl Bridge Over Sagadia Nallah At 3/050 Km On Tangi-Tentuliapada Road In The District Of Khordha Under State Plan.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 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. |
| 2 | Earth work in excavation in all kinds of soil for road works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber for road work or dressing of sides and bottom for foundation of structures and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause 301 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge. |
| 3 | Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement 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 embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement 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 & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 5 | Providing compacted granular materials in shoulder by using moorum having required P.I. value with sand admixture if required as per approved Drawing & Technical Specifications and as per Clause - 407 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 6 | Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 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 Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 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 applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer 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. |
| 9 | 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 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. |
| 10 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 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. |
| 11 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cooking the surface,including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and an approximate spacing of 10 cm center to center in both directio, pressed into surface when the temperature of surfaces is not less than 100° C ,protruding 1 mm to 4 mm over mastic surface including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per Clause 516 of MoRT&H Specifications for Road & Bridge works (5th Revision) etc complete and as per direction of Engineer-in-Charge. |
| 12 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, 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 & 508 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 Engineer-in-Charge. |
| 13 | Providing & laying Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & CRMB-55 grade of bitumen preparing preemixed materials with bituminous binder 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 to achieve the desired compaction as per clauses 501 and 507 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete and as per direction of Engineer-in-Charge. |
| 14 | RCC M-30 grade in Approach slab including steel of CD work 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 1500, 1600, 2300 & Clause- 2704 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 15 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , 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 etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803.4 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 16 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67.Mandatory sign 90 cm high octagonal |
| 17 | (b) 90 cm equilateral triangle |
| 18 | (e) 60 cm circular (Speed limit) |
| 19 | (c) 80 cm x 60 cm rectangular |
| 20 | Providing and fixing R.C.C. M-15 grade Guard posts of 1.00metre 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) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 21 | Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 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. |
| 22 | Providing and laying Plain cement concrete of grade M-15 in foundation of CD works etc as levelling coarse complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 without formwork as per Section 900,1000,1500,1700, 2100 & 2200 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. |
| 23 | Providing and laying Plain cement concrete of grade M-15 in sub-structure of CD works etc with formwork using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700, 2100, 2200 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. |
| 24 | RCC M-30 grade for Foundation with formwork using 20 to 10mm size crushed stone aggregates mixed by Batching Plant, laying with all leads and lifts & compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 25 | RCC M-30 grade for abutment and pier shaft with formwork using 20 to 10mm size crushed stone aggregates mixed by Batching Plant, laying with all leads and lifts & compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 26 | RCC M-30 grade for Return wall with formwork using 20 to 10mm size crushed stone aggregates mixed by Batching Plant, laying with all leads and lifts & compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 27 | RCC M-30 grade for Abutment and Pier Cap with formwork using 20 to 10mm size crushed stone aggregates mixed by Batching Plant, laying with all leads and lifts & compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 28 | RCC M-30 grade for Dirt wall with formwork using 20 to 10mm size crushed stone aggregates mixed by Batching Plant, laying with all leads and lifts & compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 29 | Supplying, Fitting, Fixing & Placing in position of Tar paper Bearing including cost, conveyance of bearing & labour for fitting fixing etc complete as per approved Drawing & Technical Specifications and clause - 2005 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. |
| 30 | RCC M-30 grade for superstructure of Bridge in Girder, Beam & Deck slab with formwork using 20 to 10mm size crushed stone aggregates mixed by Batching Plant, laying with all leads and lifts & compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 31 | P.C.C.M-20 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 32 | Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcement works for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900,1000 & 1600 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. |
| 33 | 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 for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. |
| 34 | 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 (5th Revision) and as per direction of Engineer-in-Charge. |
| 35 | Providing & erecting a \\"W\\" metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150 x 75 x 5 mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel part & filments 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 150mm x 75mm x 5mm, 330mm long complete as per clause-811 of MoRT&H Specifications for Road & Bridge works (5th Revision) as per direction of the Engineer-in-charge. |
| 36 | Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes 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 Engineer-in-Charge. |
| 37 | Rough stone dry packing in aprons and revetments with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 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 Engineer-in-Charge. |
| 38 | Grouting approns and revetment 23cm deep with cement concrete (1:4:8) with using 40mm down 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 MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete in all respect as per direction by the Engineer-in-Charge. |
| 39 | Providing Weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 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. |
| 40 | Providing and fixing Drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900 & Clause 2705 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. |
| 41 | Painting two coats with Synthetic enamel paint of approved quality at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 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. |
| 42 | Back filling behind abutment wing walls & return wall using sand and Boulder 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 & Section 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 43 | Providing & fixing in position RCC Crash barrier of M-40 grade of above slab including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1600, 2300 & Clause- 2703 of MoRT&H Specifications for Road & Bridge works (5th Revision) of Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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