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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.5 LAccepted-AOC | ₹54.5 L | L1 | Accepted-AOC Awarded as L1 Bidder |
| 2 | L2₹54.5 LRejected-AOC | ₹54.5 L | L2 | Rejected-AOC Work not awarded |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-EMD amount not submitted |
| Sl No | Description | Qty | Unit | Bhabesh Saikia L2 | Sojit Basumatry L1 |
|---|---|---|---|---|---|
| 1.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GIwire 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 | 1,020 | cum | 3,212 ₹32.8 L | 3,211.93 ₹32.8 L |
| 2.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 | 162 | cum | 2,244 ₹3.6 L | 2,243.37 ₹3.6 L |
| 3.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 54 | cum | 2,453.59 ₹1.3 L | 2,441.29 ₹1.3 L |
| 4.00 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
B. Sandy material | 1,063.8 | cum | 1,579 ₹16.8 L | 1,577.89 ₹16.8 L |
Tender Value
₹54.5 L
EMD Value
₹1.1 L
Closing Date
8 Jan 2026, 2:00 pmClosed
EE, PWRD, Dhemaji TRD, Dhemaji
O/o the EE, PWRD, Dhemaji TRD, Dhemaji
Recovery and Reconstruction of Dirpa NLGRJairampur via Nalbari (PMGSY Package no. AS-04-45) (at Tarajan Bridge) under NDRF(PDNA-2022) for the year 2025-26 under Dhemaji TRD, Dhemaji LAC
2025_PWD_49579_12
DMJ/TRD/NDRF (PDNA)-01/2025-26/10-17 Dtd 20/12/2025
Open Tender
Civil Works
180 days
Dhemaji
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,640
₹1.1 L
Yes
20 Mar 2026
23 Dec 2025
9 Jan 2026
23 Dec 2025
8 Jan 2026
26 Dec 2025
23 Dec 2025 - 8 Jan 2026
Providing and laying of boulder apron laid in wire crates with 4 mm dia GIwire 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
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B. Sandy material
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