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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC | ₹20.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.0 LRejected-Finance C O PREMANANDA GOYARY VILL DUBAGAON P O GOLAGAON P S SIMLA DIST BAKSA PIN 781327 | DUBAGAON | BAKSA | ASSAM | 781327 | ₹20.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹20.1 LRejected-Finance C O SOBHA RAMCHIARY VILL GOLDINGPARA P O PAMUA PATHAR P S MUSHALPUR DIST BAKSA BTC ASSAM PIN 781372 | GOLDINGPARA | BAKSA | ASSAM | 781372 | ₹20.1 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical not qualified |
| Sl No | Description | Qty | Unit | Ramen Ramchiary L3 | Detshrang Goyary L2 | Karan Boro L1 |
|---|---|---|---|---|---|---|
| 1.00 | 14.2 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301. | 628 | Cum | 2,937 ₹18.4 L | 2,927 ₹18.4 L | 2,926 ₹18.4 L |
| 2.00 | 12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
ii Sandy material
At 5*5.00 m * 5.00 m Box Cell Culvert
At 3*5.00 m * 5.00 m Box Cell Culvert | 83.84 | Cum | 1,919.47 ₹1.6 L | 1,919.47 ₹1.6 L | 1,919.47 ₹1.6 L |
Tender Value
₹20.0 L
EMD Value
₹39,997
Closing Date
2 Feb 2026, 1:00 pmClosed
SE PWD R and B Circle Kokrajhar
SE PWD R and B Circle Kokrajhar
Recovery and Reconstruction of Bikram sing house to Arnibill road RCC . culvert of 5 cell and 3 cell approach under NDRF (PDNA-2022) for the year 2025-26.TN_386_10
2026_BoTC_50237_1
TECH-28/SE(RB)/2019-20/05
Open Tender
Civil Works – Roads
120 days
Baksa
Please refer Tender documents.
5 documents required · 5 mandatory
₹600
₹39,997
Yes
7 May 2026
13 Jan 2026
3 Feb 2026
13 Jan 2026
2 Feb 2026
13 Jan 2026
13 Jan 2026 - 2 Feb 2026
14.2 Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301.
12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii Sandy material At 5*5.00 m * 5.00 m Box Cell Culvert At 3*5.00 m * 5.00 m Box Cell Culvert
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