Tender For Improvement Of Lamtaput-Machkund Road From 0/000 Km To 18/007 Km In The District Of Koraput Under Crif
Tender Value
12.06 Crore
Estimated cost
Bid Submission
09 Nov 2026
1 days left
EMD
12.07 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 Improvement Of Lamtaput-Machkund Road From 0/000 Km To 18/007 Km In The District Of Koraput Under Crif
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Oct-2026 | 4th Corrigendum | Other | 09-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Unit SqmClearing 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 andH Specifications for Road and Bridge works (5th Revision) and including cost of all labour, T andP etc complete and as per direction of Engineer in Charge. |
| 2 | Unit CumEarth 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 and 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 and 304 of Specification for road and bridge work of MORT andH (5th Revision) and Direction of Engineer in charge. |
| 3 | Unit CumProviding 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 andH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 4 | Unit CumProviding 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 andH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 5 | Unit SqmProviding 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 and 503 of MoRT andH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, T andP etc complete and as per direction of Engineer in Charge. |
| 6 | Unit CumProviding and laying dense graded bituminous macadam using crushed stone of Grade II aggregate with batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 Grade by weight of total 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. 505 and Section 900 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) andincluding cost of all materials, labour, T andP, royalty etc complete in all respect and as per direction of the Engineer in charge. . |
| 7 | Unit CumProviding 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 VG 30 grade 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 and Section 900 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) andincluding cost of all materials, labour, T andP, royalty etc complete in all respect and as per direction of the Engineer in charge. |
| 8 | Unit CumConstruction 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 andH Specification for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 9 | Unit CumConstruction 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 andH Specification for Road and Bridge works (5th Revision) and including cost of all labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 10 | Unit EachSupplying and fixing 15cm dia,1.0m long guard post of cement Concrete (1:2:4) kilometer stone as per I.R.C Deisgn including finshed smooth and as per direction of Engineer in Charge. |
| 11 | Unit CumProviding, 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 and 304 of MoRT andH specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 12 | Unit SqmSupplying and fixing of 80mm thick cement concrete interlocking hydraulic pressed paver block of M 40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP 63:2018. and as per direction of Engineer in Charge. |
| 13 | Unit Rmt.Providing, laying and fixing in position reinforced cement concrete of 1000mm dia NP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2900 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 14 | Unit CumProviding and laying Plain cement concrete of grade M 15 in foundation bed 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 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) and including cost of all materials, labour, T andP, royalty etc complete in all respect and as per direction of the Engineer in charge. |
| 15 | Unit CumProviding and laying Plain cement concrete of grade M 15 in sub structure 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 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) and including cost of all materials, labour, T andP, royalty etc complete in all respect and as per direction of the Engineer in charge. |
| 16 | Unit CumProviding and laying R.C.C M 20 grade in base of drain works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1700, 2100 of MoRT andH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 17 | Unit CumProviding and laying R.C.C M 20 grade in walls of drain works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1700, 2200 of MoRT andH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 18 | Unit CumProviding and laying R.C.C M 20 grade in covers of drain works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1700, 2100, 2200 and 2300 of MoRT andH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 19 | Unit CumProviding and laying R.C.C M 25 grade in foundation as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100, 2200 and 2300 of MoRT andH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 20 | Unit CumProviding and laying R.C.C M 25 grade in sub structure as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100, 2200 and 2300 of MoRT andH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 21 | Unit CumProviding and laying R.C.C M 25 grade in super structure as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100, 2200 and 2300 of MoRT andH specifications for Road and Bride works (5th Revision) and including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 22 | Unit CumProviding and laying R.C.C M 30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500,1600, 1700 and 2702 of MoRT andH specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 23 | Unit MTSupplying, 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 and 2300 of MoRT andH specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, T andP etc complete and as per direction of Engineer in Charge. |
| 24 | Unit Rmt.Providing and fixing in position RCC Crash barrier monolithic with slab M 40 grade as per approved drawing and technical specifications as per clause 809, section 800 and 1000 of MoRT andH Specifications for Road and Bridge works (5th Revision) including cost, conveyance, royality and other taxes of materials, cost of labour, machinery, T andP etc complete and as per direction of Engineer in Charge. |
| 25 | Unit No.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 and Clause 2705 of MoRT andH Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 26 | Unit CumProviding and laying of filter media 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 2504.2.2 and Section 900 of MoRT andH Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 27 | Unit CumBack filling behind abutment, wing wall and return wall complete with granular materials(sand) as per IRC 78 levelling and watering compacting in layers as per drawings and section 2200,of Technical Specification for Road and Bridge works MoRTH (5th revision) and and as per instruction of Engineer in charge. |
| 28 | Unit CumGravel backing to aprons and 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 and 2500 of MoRT andH Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 29 | Unit CumRough stone dry packing in aprons and revetments with hard granite stone of size 0.0025 cum and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRT andH Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 30 | Unit Rmt.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 900, 2200 and Clause 2706 of MoRT andH Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, T andP, royalty etc complete and as per direction of Engineer in Charge. |
| 31 | Unit SqmPainting on concrete surface with two coats of water bound cement paint to unplaster concrete surface of approved shade for finished item of work including cost of Paints and cost of all labour etc complete as per Technical Specifications and Clause 803 of MoRT andH Specifications for Road and Bridge works (5th Revision). |
| 32 | Unit EachProviding and fixing pre cast R.C.C. (1:2:4) of 110cm long ordinary kilometre stone as per I.R.C 8 1980 design including finished smooth. and as per direction of Engineer in Charge. |
| 33 | Unit EachProviding and fixing pre cast R.C.C. (1:2:4) of 150cm long 5th kilometre stone as per I.R.C 8 1980 design including finished smooth. and as per direction of Engineer in Charge. |
| 34 | Unit SqmProviding 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 andH specification for road and bridge work (5th Revision) and including cost and conveyance of all materials, labour, T andP etc complete and as per direction of Engineer in Charge. |
| 35 | Unit Each.Providing and fixing of bi directional retro reflective raised pavement markers of approved colour, quality and 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 all cost of labour, sudries, tools and plant required for the work etc complete as per Clause 804 of specification for road and bridge works of Ministry of Road Transport and Highways ( 5th revision ) and direction of Engineer in Charge. |
| 36 | Unit Each.Providing and fixing Road way indicator conforming to IRC:79 etc complete in all respect and as per direction of the Engineer in charge. |
| 37 | Unit Each.Providing and fixing of retro reflectorised informatory sign of 90cm equilateral triangle size 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 and 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 andP, 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. |
| 38 | Unit Each.Providing and fixing of retro reflectorised informatory sign of 80cmx60cm rectangular size 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 and 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 andP, 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. |
| 39 | Unit Each.Providing and fixing of retro reflectorised informatory sign of 90cm octagon size 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 and 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 andP, 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. |
| 40 | Unit Each.Providing and fixing of retro reflectorised cautionary sign of 60cm circular size 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 and 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 andP, 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. |
| 41 | Unit Each.Providing and fixing of retro reflectorised cautionary sign of 50x60cm rectangular size 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 and 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 andP, 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. |
| 42 | Unit Each.Providing and fixing of retro reflectorised informatory sign of 90cmx30cm rectangular size 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 and 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 andP, 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. |
| 43 | Unit SqmProviding and erecting direction and place identification retro reflectorised sign as per IRC:67 made of high intensity grade sheeting fixed over alumunium sheeting 2mm thick or alumunium composite material sheet with overall thickness of 4mm vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) with area exceeding 0.9 Sqm fixed over back support frame of minimum 40x40x5 mm angle mounted on two nos of mild steel circular pipe 65NB, 3.2 mm thickness and 4.50mtr total height firmly fixed on ground by means of properly designed foundation with M 25 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T andP, royalty etc complete in all respect and as per direction of the Engineer in charge. (1800x1200mm size board) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 09, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 dayNov 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayTender Documents
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