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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-AOC | ₹9.2 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹9.8 L+₹61,183 (6.63%)Rejected-Finance AT PO KUANSH DIST BHADRAK PIN 7561600 | 756160 | ₹9.8 L+₹61,183 (6.63%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹10.0 L+₹72,904 (7.89%)Rejected-Finance PLOT NO NS 320 IRC VILLAGE WARD NO 21 POST NAYAPALLI PS NAYAPALLI BHUBANESWAR DIST KHORDHA PIN 751015 | KHORDHA | ODISHA | 751015 | ₹10.0 L+₹72,904 (7.89%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹10.5 L+₹1.3 L (14.2%)Rejected-Finance | ₹10.5 L+₹1.3 L (14.2%) | L4 | Rejected-Finance Rejected |
Tender Value
₹11.7 L
EMD Value
₹11,721
Closing Date
23 Feb 2026, 5:00 pmClosed
Executive Engineer-I, BDA, Bhubaneswar
Office of the Executive Engineer-I, BDA, Bhubaneswar
Construction of RCC Box Cell Culvert at Passenger Entry Gate at BSABT, Baramunda, Bhubaneswar.
2026_BDABU_126024_1
102/EE-I/BDA/2025-26, Dated-11/02/2026
Open Tender
Civil Works - Others
Percentage
30 days
Bhubaneswar
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,080
₹11,721
Yes
10 Apr 2026
13 Feb 2026
24 Feb 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
Earthwork in excavation of foundation in all kind of soil in all classification of soil excluding slushy soil, taking out the excavated soil, levelling, compacting of the bed of excavation and trimming the sides of the foundation trench as per working drawing and technical specification, Part I / II, section 300 with in relevant clauses & sub clauses of MORTH specification for Road and Bridge works (4th revision) disposing the unuseful soil away from the working area within a lead of 50m and stacking the useful soil for reuse including all labour tools and plants dewatering, shoring, strutting complete including full compensating to inclusive all costs, all operations contingencies incidentals to all involved in the finished defect free item of work complete to specification and as directed by the Engineer-in-charge.
Filling foundation trenches with good quality coarse river sand,sides of structure in required layers not exceeding 20cm in depth, well watered and compacted,top surface dressed and leveled to proper gradient with full compaction to all inclusive cost all operations required, contigencies, incidentals involved for the finished defect free item of work complete to specification and including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.
PCCM-15 grade in foundation bed using 40mm to 10mm size crushed stone aggregats mixed by concrete mixer, laying in layers and compacting by vibrator and all leads and lifts as per approved drawing and technical specifications and as per Section - 1700 & 2100 of MoSRT&H specifications for Road and Bridge works (Latest Revision) etc. complete as required for the work complete as per direction of Engineer-in-charge.
RCC M-30 grade in Foundation Raft of CD work as per approved drawing and technical specifications and as per Section -1500, 1700 & 2100 of MoRT&H specifications for Road and Bridge works (Latest Revision) etc. complete as required for the work complete as per direction of Engineer-in-charge.
RCC M-30 grade in Sub-structure of CD work as per approved drawing and technical specifications and as per Section -1500, 1700 & 2100 of MoRT&H specifications for Road and Bridge works (Latest Revision) etc. complete as required for the work complete as per direction of Engineer-in-charge.
RCC M-30 grade in Deck Slab of CD work as per approved drawing and technical specifications and as per Section -1500, 1700 & 2100 of MoRT&H specifications for Road and Bridge works (Latest Revision) etc. complete as required for the work complete as per direction of Engineer-in-charge. including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.
RCC M-30 grade in wearing coat including steel of CD work as per approved drawing and technical specifications and as per Section -1500, 1700 & 2100 of MoRT&H specifications for Road and Bridge works (Latest Revision) etc. complete as required for the work complete as per direction of Engineer-in-charge. including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.( No separate Payment for rainforcement will be made.)
Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.
Supplying, Providing, fixing weep holes in plain / reinforced concrete abutments wing walls / return walls with 100mm dia PVC pipe extending through the full width of the structure with slope of one vertical x 20 horizontal towards drainage face complete as per drawings and technical specifications Part I / II section 2700 of MORTH specification for Road & Bridge works (4th revision) including full compensation to all inclusive costs all operations, contingencies incidetals involved for the finished defect free item of work complete to specification and including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.
Providing and laying of Filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided wall and return wall to the full height compacted to a over the entire surface behind abutment, wing firm condition complete as per drawing and technical specification etc. complete as required for the work complete as per direction of Engineer-in-charge. including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.
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