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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹17.1 LAccepted-AOC | ₹17.1 L | L-1 | Accepted-AOC Successful Bidder |
| 2 | L-2₹17.1 LRejected-AOC | ₹17.1 L | L-2 | Rejected-AOC Un-Successful |
| 3 | L-2₹18.7 LRejected-AOC | ₹18.7 L | L-2 | Rejected-AOC Un-Successful |
| 4 | L-2₹18.8 LRejected-AOC | ₹18.8 L | L-2 | Rejected-AOC Un-Successful |
| 5 | L-2₹18.9 LRejected-AOC | ₹18.9 L | L-2 | Rejected-AOC Un-Successful |
| Rank | Bidder | Quote | Total Amount |
|---|---|---|---|
| L6 | PRASANJIT MONDAL Bid ID 3366426 | 26.5% below | ₹19,91,401.53 |
| L11 | CHAMPA RANI BISWAS Bid ID 3369519 | 19.99% below | ₹21,67,782.81 |
| L3 | PRABHASH RANG Bid ID 3369656 | 30.52% below | ₹18,82,484.06 |
| L12 | Jayadev Barman Bid ID 3369921 | 14.99% below | ₹23,03,252.3 |
| L9 | ANIMESH MONDAL Bid ID 3370198 | 21.89% below | ₹21,16,304.4 |
| L5 | SANGRAMKISHOR MALLICK Bid ID 3370464 | 26.99% below | ₹19,78,125.52 |
| L2 | PRAHALLAD DAS Bid ID 3370554 | 31% below | ₹18,69,478.99 |
| L4 | SANJIV KUMAR PAUL Bid ID 3369424 | 30.1% below | ₹18,93,863.5 |
| L10 | MEGHANA MOHANTY Bid ID 3370121 | 21% below | ₹21,40,417.97 |
| L1 | PINTU BISWAS Bid ID 3370069 | 37% below | ₹17,06,915.6 |
| L1 | PATHA RAY Bid ID 3369783 | 37% below | ₹17,06,915.6 |
| L12 | BASUDEB ROY Bid ID 3366635 | 14.99% below | ₹23,03,252.3 |
| L8 | Aryan Tawari Bid ID 3366672 | 22.5% below | ₹20,99,777.13 |
| L11 | Bhabani Sarkar Bid ID 3370421 | 19.99% below | ₹21,67,782.81 |
| L7 | SNIGDHA BISWAS Bid ID 3370274 | 24.99% below | ₹20,32,313.32 |
Tender Value
₹27.1 L
EMD Value
₹27,100
Closing Date
28 Jan 2026, 5:30 pmClosed
SUPERINTENDING ENGINEER
SUPERINTENDING ENGINEER
PANCARD, GST, CONTRACTOR REGISTRATION, AFFIDEVIT ETC.
2026_CERWI_124767_2
12/2025-26
Open Tender
Civil Works - Roads
30 days
MALKANGIRI
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹27,100
Yes
14 Jun 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
28 Jan 2026
19 Jan 2026
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material and as per direction of EIC.
Sand filling in Foundation Trenches as per drawing and technical specification Clause 1108 and as per direction of EIC.
Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 and as per direction of EIC.
Plain Cement Concrete M15) in levelling course below Sub Structure of Head walls as per drawings & Technical Specification Clause 1109 and as per direction of EIC.
Supplying fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 & as per direction of EIC.
Construction of embankment with approved material obtained from borrow pits withall lift &leads, transporting to site by mechanical means within a lead of 1000 m, spreading, grading to required slope and compacting to meet requirement of Table 300.2 & clause 305 of MoSRT&H specifications for Road & Briidge works ( 4th revision)
Dismantiling Stone Pitching Dry wall spalls including T&P sorting the dismantlled material,disposal of Un servisible material and stacking the serviviable material with alll lead and lift of 1000 Mtr.as per technical specifications .
Re packing of Dismetalling Rough stone Dry packingin appron and revetment with hard granite stone 30 cm and above size
Providing and laying boulder approan and revetment for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
Providing Gravel backing including cost, conveyance, royality etc complete as per direction of EIC
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7and as per direction of EIC.
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