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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.7 LAccepted-AOC VILL P O MULAGAON P S BONGAIGAON DIST BONGAIGAON ASSAM PIN 783380 | BONGAIGAON | BONGAIGAON | ASSAM | 783380 | ₹40.7 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹40.8 LRejected-AOC SAONAGAON BONGAIGAON MULAGAON BONGAIGAON BONGAIGAON 781038 | KAMRUP METRO | ASSAM | 781038 | ₹40.8 L | L2 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | MR NABAJYOTI BARMAN L2 | POLEN CHOUDHURY L1 |
|---|---|---|---|---|---|
| 1.00 | Mulagaon Chengmari road: Providing and laying of boulder apron laid in wirecrates with 4mmdia GI wire conforming to IS:280 and IS:4826 in100mm x100mm mesh (woven diagonally) including 10percen textra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301 | 306.52 | Cum | 2,928.23 ₹9.0 L | 2,925.23 ₹9.0 L |
| 2.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 18.58 | Cum | 2,158.17 ₹40,098.80 | 2,158.17 ₹40,098.80 |
| 3.00 | Construction of embankment with approved material obtained from borrow pits with a liftupto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables300.1and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 228.69 | Cum | 271.92 ₹62,185.11 | 271.92 ₹62,185.11 |
| 4.00 | Borjhora waterfall approach Road: Construction of embankment with approved material obtained from borrow pits with a liftupto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables300.1and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 698.01 | Cum | 271.92 ₹1.9 L | 271.92 ₹1.9 L |
| 5.00 | Providing and laying of boulder apron laid in wirecrates with 4mmdia GI wire conforming to IS:280 and IS:4826 in100mm x100mm mesh (woven diagonally) including 10percen textra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301 | 457.03 | Cum | 3,235.04 ₹14.8 L | 3,235.04 ₹14.8 L |
| 6.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I Stone/Boulder | 311.61 | Cum | 1,959.69 ₹6.1 L | 1,959.69 ₹6.1 L |
| 7.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 155.81 | Cum | 1,258.18 ₹2.0 L | 1,258.18 ₹2.0 L |
| 8.00 | Chiponchila Ghondol Road: Construction of embankment with approved material obtained from borrow pits with a liftupto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables300.1and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 118.78 | Cum | 271.92 ₹32,298.66 | 271.92 ₹32,298.66 |
| 9.00 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat | 1,594 | Bag | 340.34 ₹5.4 L | 340.34 ₹5.4 L |
| 10.00 | Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm | 101.46 | Sqm | 249.94 ₹25,359.16 | 249.94 ₹25,359.16 |
Tender Value
₹40.8 L
EMD Value
₹82,000
Closing Date
8 Jan 2026, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Recovery and Reconstruction of (1) Mulagaon Chengmari road (2) Borjhora waterfall approach road (3) Chiponchila Ghondol Road under NDRF(PDNA-2022) for the year 2025-26
2025_PWD_49668_16
CE/Commn/192/2025-26/9
Open Tender
Civil Works – Roads
30 days
BONGAIGAON
Please refer Tender documents.
4 documents required · 4 mandatory
₹815
₹82,000
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
2 Mar 2026
26 Dec 2025
8 Jan 2026
26 Dec 2025
8 Jan 2026
26 Dec 2025
26 Dec 2025 - 8 Jan 2026
2 Jan 2026
Mulagaon Chengmari road: Providing and laying of boulder apron laid in wirecrates with 4mmdia GI wire conforming to IS:280 and IS:4826 in100mm x100mm mesh (woven diagonally) including 10percen textra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Construction of embankment with approved material obtained from borrow pits with a liftupto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables300.1and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Borjhora waterfall approach Road: Construction of embankment with approved material obtained from borrow pits with a liftupto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables300.1and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Providing and laying of boulder apron laid in wirecrates with 4mmdia GI wire conforming to IS:280 and IS:4826 in100mm x100mm mesh (woven diagonally) including 10percen textra for laps and joints laid with stone boulders weighing not less than 25kg 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. I Stone/Boulder
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Chiponchila Ghondol Road: Construction of embankment with approved material obtained from borrow pits with a liftupto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables300.1and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat
Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm
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