Tender For Construction Of Hl Bridge Over Saraswati Nallah At Ch 5/180Km In Rajpur Tandarmunda Road Odr In The District Of Sundargarh Under State Plan
Tender Value
9.93 Crore
Estimated cost
Bid Submission
24 Sep 2026
9 days left
EMD
9.93 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
Sundargarh → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Hl Bridge Over Saraswati Nallah At Ch 5/180Km In Rajpur Tandarmunda Road Odr In The District Of Sundargarh Under State Plan
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation for foundation of structures in soil by mechanical means with 0.9 Cum bucket capacity Hydraulic Excavator including setting out, Construction of sharing and bracing, removal of stumps and other deleterious Materials dressing of sides & bottom and backfilling with approved material complete in all respect as per approved drawing and technical specifications as per Clause 301 and 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 2 | Earthwork in excavation for roadway in ordinary rock by mechanical means with 0.9 Cum bucket capacity Hydraulic Excavator including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000m, trimming bottom and side slopes in accordance with requirment of lines, grades and cross sections complete in all respect as per approved drawing and technical specifications as per Clause 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 3 | Providing and laying Plain cement concrete (1:3:6) (Using Branded Cement) in foundation as per drawing and technical specification using approved quality Cement and hard granite stone crushed metal of 40mm nominal size with formwork as per Section 900,1000,1700 & 2100 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & compacting including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 4 | Providing and laying Plain cement concrete of grade M-15 in foundation as levelling course of CD works etc 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 including 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.a) Foundation for Below Approach Slab, Retaining Wall, Toe Wall |
| 5 | Providing and laying Reinforced Cement Concrete of Grade M-30 (Using Branded Cement) excluding cost of reinforcement steel of bridge work complete as per drawing and technical specification using approved quality of Cement as per Section 900,1000, 1500, 1600,1700, 2200,2300,2700 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including Steel centering and shuttering, cost of all materials, labour, T&P, taxes, royalty, cess etc complete in all respect and as per direction of the Engineer-in-charge.a) Foundation for Raft |
| 6 | b) Abutment Shaft, Pier Shaft, Abutment Cap, Pier Cap, |
| 7 | c) Pedestal |
| 8 | d) Wing Wall |
| 9 | e) Dirt Wall |
| 10 | f) Road Kerb |
| 11 | g) Deck Slab |
| 12 | h) Approach Slab |
| 13 | Providing, fitting and fixing Elastomeric (Neoprene) bearings as per approved drawing and technical specifications as per Section 2000 of MORTH Specifications for Road & Bridge works (5th revision) including cost, conveyance, taxes, cess, royalties of all materials, cost of labour, T&P required for the work etc. complete as per specification & direction of the Engineer - in- Charge |
| 14 | 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, 2100, 2200 & 2300 of MoRT&H specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P etc complete and as per direction of Engineer-in-Charge. |
| 15 | Providing & fixing in position RCC Crash barrier monolithic with slab M-40 grade as per approved drawing and technical specifications as per clause 809 & 2703, section 800,1000 & 2300 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. |
| 16 | Supplying & fixing Mild Steel G.I. pipe & supporting plate over crash barrier using 50mm NB G.I. medium pipe with 8mm thick MS plate vertical and 122mm thick base plate & 1500mm c/c in position as per approved drawing and Technical Specifications and Clause 1904 & 2703 of MoRT&H specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 17 | Providing & Fixing 150mm dia PVC Pipe for utility services in the Footpath of Bridge as per approved Drawing & Technical Specifications and Section- 2300 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision). including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 18 | Providing Premoulded Joint filler 25 mm thick (Bitumenous expansion joint board(I.S.I))for expansion joint as per approved drawing and technical specifications as per Section 2600 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 19 | Providing weep holes in abutment, wing wall, retaining wall toe wall and RCC drain etc with 100mm dia AC pipe as per approved drawing and technical specifications complete in all respect as per Section 900, 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. |
| 20 | Providing and laying of filter media using 45 mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 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 | Back filling behind abutment, wing wall and return wall with sandy material etc. complete as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 22 | Providing, fitting, fixing and Placing in position Compression Seal Expansion Joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 23 | Providing and fixing Drainage Spouts in deck slab with 1.00m long and 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 2700 & Clause 2705 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 24 | Providing and applying painting over the plastered surfaces with water proofing cement paint of approved quality and shade on new work two coat to give an even shade including cost of all materials, labour, conveyance, taxes,cess, royalties, scaffolding, watering, curing, sundries, tools and plants, etc., complete as per the direction of the Engineer-in-charge. |
| 25 | Painting two coats with Synthetic Enamel Paint of approved quality and shade on any elevation, 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, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 26 | Providing P.C.C M-20 (Using Branded Cement) grade with 40mm and down grade hard granite (crusherbroken) aggregate including hoisting and laying in open foundation/substructure of Abutment,Pier,Wing wall/ Return wall, Cutoff wall,Rigid Apron, Toe Wall etc. of C.D. work or in places as shown in the drawing as per approved drawing & section 900,1000,1500, 1700,2100,2200,2300 of MoRT&H specification for Road & Bridge works (5th Revision) including dewatering, centering and shuttering, cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.a) Foundation of Toe Wall |
| 27 | b) Sub Structure of Toe Wall |
| 28 | 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. |
| 29 | 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. |
| 30 | 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. |
| 31 | Grouting approns and revetment 23cm deep with cement concrete (1:4:8) (Using Branded Cement) with 2.5cm crusher broken granite metal(black hard granite) as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 32 | Providing and applying primer coat with VG-10 bitumen 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 etc complete and as per direction of Engineer-in-Chargea) For Deck Slab |
| 33 | Providing and laying bituminous concrete using crushed stone of Grade-II aggregate with batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen (VG-30 grade) @ 5.4 per cent of mix and filler, 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, vibratory and tandem rollers to achieve the desired compaction complete in all respects as per Clause No.507 & 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, cess, royalty etc complete in all respect and as per specification & direction of the Engineer-in-charge. |
| 34 | Providing and laying 25 mm thick Mastic Asphalt Wearing Course with paving grade bitumen meeting the requirments given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 12.2 mm nominal size @ 0.005 cum per 10 sqm and at an apporoximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 dehree centigrade, protruding 1 mm to 4mm over mastic surface all complete as per Clause 515 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 35 | Clearing and grubbing road land including uprooting trees 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 etc. complete and as per direction of Engineer-in-charge. |
| 36 | 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 etc complete and as per direction of Engineer-in-Charge. |
| 37 | 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 |
| 38 | 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 |
| 39 | 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 etc complete and as per direction of Engineer-in-Chargea) For Road Work |
| 40 | 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 etc complete and as per direction of Engineer-in-Charge.a) For Road Work |
| 41 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 (VG-30) penetration grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder 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 compaction as per Clause No.106, 108, 111, 112, 501 & 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 42 | 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, and filler 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, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 43 | Providing compacted shoulder with granular materials by using moorum & sand admixture of approved quality. watering and compacting with vibratory roller to achieve the required density in OMC complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 408 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. |
| 44 | Construction of embankment with approved materials deposited at site from road-way cutting and foundation excavation of 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, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 45 | 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, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 46 | Providing and laying R.C.C M-25 grade in foundation of CD works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1700, 2100, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge |
| 47 | Providing and laying R.C.C M-25 grade in sub-structure of CD works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1700, 2100, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge |
| 48 | Providing and laying of Metal Spall Backing in the rear side of abutment and wing wall using 45mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504 and Section 900, 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 49 | Filling foundation and plinth with excavated earth ramming etc complete as per approved drawing and technical specifications complete in all respect & as per direction of the Engineer-in-Charge. |
| 50 | Providing P.C.C M-15 (Using Branded Cement) grade with 40mm and down grade hard granite (crusherbroken) aggregate including hoisting and laying in open foundation/substructure of Abutment,Pier,Wing wall/ Return wall, Cutoff wall,Rigid Apron etc. of C.D. work or in places as shown in the drawing as per approved drawing & section 900,1000,1500, 1700,2100,2200,2300 of MoRT&H specification for Road & Bridge works (5th Revision) including dewatering, centering and shuttering, cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.a) Substructure of Toe Wall |
| 51 | Dry stone masonry or rough stone dry masonary for Guard walls and retaining wall 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. |
| 52 | Supplying and fixing 15cm dia and 1.00 M. long guard posts of cement concrete (1:2:4) with hard granite chips including cost of all reinforcement as per IRC design including finshed smooth and as per direction of Engineer-in-Charge. |
| 53 | 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 of MoRT&H specification for road and bridge work (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 54 | Providing and fixing of bi-directional retro reflective raised pavement 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 including cost, conveyance, taxes, cess,royalties of all materials, transportation, duties, sundries, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 55 | 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 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.i) 90cm Equilateral triangle |
| 56 | ii) 60 cm equilateral triangle |
| 57 | iii) 60 cm circular |
| 58 | iv) 80cm x 60 cm Rectangular |
| 59 | v) 60cm x 45 cm Rectangular |
| 60 | vi) 90 cm High Octagon |
| 61 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 Sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.a) Upto 0.09 sqm |
| 62 | b) More than 0.90 Sqm |
| 63 | 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 811 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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