Tender For Construction Of H.L.Bridge Over Kandhajodi Nallah On Ektaguda To Muduliguda Road In The District Of Koraput Under Sby For The Year 2025-26
Tender Value
6.36 Crore
Estimated cost
Bid Submission
13 Aug 2026
12 days left
EMD
6.37 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
Koraput → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of H.L.Bridge Over Kandhajodi Nallah On Ektaguda To Muduliguda Road In The District Of Koraput Under Sby For The Year 2025-26
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-Jul-2026 | DTCN | Technical Bid | 13-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation in cutting in hard soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. |
| 2 | Earthwork in excavation in foundation in hard soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. |
| 3 | Earthwork in excavation in foundation in hard rock within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. |
| 4 | Plain Cement Concrete (1:3:6) using 40mm down graded chips in Foundation and Plinth |
| 5 | Plain Cement Concrete M15 Grade using 40mm down graded chips in Foundation and Plinth |
| 6 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in Foundation and Plinth(i) Foundation |
| 7 | (ii) Abutment & Pier Shaft |
| 8 | (iii) Abutment Cap & Pier Cap |
| 9 | (iv) DIRT Wall |
| 10 | (v) Retaing Wall / Wing Wall |
| 11 | (vi) Approach Slab |
| 12 | (vii) Wearing Course-Mastic Asphalt |
| 13 | Reinforced Cement Concrete M 25 Grade using 20mm down graded chips in Foundation and Plinth(i) Deck Slab |
| 14 | (ii) Supplying, providing, fixing in position RCC Crash barrier monolithic with slab M-40 grade as per approved drawings and Technical Specifications (Part I/II) Clause 809 section 800 & section 1000, 1500, 1600, 1700 with their clauses and sub clauses of MORTH specification for Road & Bridge works (4th revision) and including full compesating to costs all operations, contingencies incidentals involved for the finished defect free item of work to specification and as directed by Engineer or his representative to specification. |
| 15 | Straightening, cutting, bending binding M/S or T.S. rods and placing in position etc. complete |
| 16 | Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications. |
| 17 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. |
| 18 | Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete . |
| 19 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications.(i) Granular Material |
| 20 | (ii) SANDY MATERIAL |
| 21 | Providing and fixing 15 cm dia & 1.00m long RCC Guard posts including all costs & conveyance etc complete. |
| 22 | Providing fitting and fixing of expansion joint (i) Strip seal Expansion Joint |
| 23 | (ii) Fixing of Salitax Board |
| 24 | Cement Concrete 1:3:6 |
| 25 | Providing and laying Tar paper |
| 26 | Supplying, tabricating welded water tight drainage spout assembly to dimensions shown on drawing of dia not less than 100mm with galvanized steel conformina to |
| 27 | Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm |
| 28 | Providing, fitting & fixing of SBY informatory board |
| 29 | Earthwork in Hard soil within 50m, initial lead , 1.50m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer in charge (Considering 40% of total Quantity as calculated as above) & Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (04th Revision) Consider 100% of total Quantity as calculated item no 01 |
| 30 | Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision). |
| 31 | Providing & laying Granular Sub-Base in layers not exceding 225 mm watering and compacting to required density in O.M.C with Vibratory Roller including hire and running charges of VRR etc complete. |
| 32 | Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision) |
| 33 | Providing and applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfaces and spraying primer @ 0.60kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision) |
| 34 | Providing and applying Tack coat with bitumen emulsion on prepared surface including clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision) |
| 35 | Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-169 Item -45 |
| 36 | Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47 |
| 37 | Fine dressing & Turfing with initial lead of 50 mtr. and initial lift of 1.50 mtr.. |
| 38 | Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge. |
| 39 | Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. |
| 40 | P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete. |
| 41 | Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge. |
| 42 | Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification. |
| 43 | Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification. |
| 44 | Rough Stone Dry Packing in approns and Revetment with hard Granite Stones. |
| 45 | 2 Nos. of slab culvert |
| 46 | Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge. |
| 47 | Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. |
| 48 | Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification. |
| 49 | Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification. |
| 50 | R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. |
| 51 | Proving R.C.C M-30 Casting in Wearing Coat including cost canveyance rayality & taxes of all materials cost of all labour T&P etc, complete. |
| 52 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications |
| 53 | Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete. |
| 54 | Rough Stone Dry Packing in approns and Revetment with hard Granite Stones. |
| 55 | Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge. |
| 56 | Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. |
| 57 | Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification. |
| 58 | Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification. |
| 59 | R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. |
| 60 | Proving R.C.C M-30 Casting in Wearing Coat including cost canveyance rayality & taxes of all materials cost of all labour T&P etc, complete. |
| 61 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications |
| 62 | Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete. |
| 63 | Rough Stone Dry Packing in approns and Revetment with hard Granite Stones. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 13, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 12 daysAug 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysTender Documents
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