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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC LT BHABA TARAN SARMAH MAJPATHORI NAGAON ASSAM 781003 | NAGAON | NAGAON | ASSAM | 781003 | ₹2.8 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹2.8 Cr+₹1,827.15 (<0.01%)Rejected-AOC | ₹2.8 Cr+₹1,827.15 (<0.01%) | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | Akhil Kumar Jain L2 | SANKAR JYOTI SARMAH L1 |
|---|---|---|---|---|---|
| 1.00 | FilIing of geo-tubes (25 m Iong and 10m circumference) with sand/silt of volume 176 cum by using mud pump not below the fiII height of 1.60m as per drawing and technical specifications, binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed 5m c/c along both sides of the tube to keep the tube in position during filling, as specified and directed including all Ioading, unloading and handling charges and local carriage upto a distance of 250M, pumping slurry using mud pump from a distance upto 250 m, etc. including setting up of the tube laying platform, complete as directed. | 199 | Per Tube | 39,784.7 ₹79,17,155.3 Lowest | 39,784.7 ₹79,17,155.3 Lowest |
| 2.00 | Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4 cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500 m distance, etc. complete as directed.
A. Compaction with three wheel static roller of 80-100 kN capacity
For initial Lead up to 1.00 Km for all lifts.
For beyond initial 1 Km & up to 10.00 Km & for all lifts.
L=2Km | 60,905 | Cum | 334.99 ₹2,04,02,565.95 | 334.96 ₹2,04,00,738.8 Lowest |
Tender Value
₹2.8 Cr
EMD Value
₹5.7 L
Closing Date
13 Jan 2026, 2:00 pmClosed
Chief Engineer, Water Resources Department, Assam
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Restoration of damaged section along Left bank embankment of river Kopilli in between Basundhari to Paschim Bula areas.
2026_DoWR_49825_1
NAGAON/2025-26/PDNA/WORK/I
Open Tender
Civil Works
Works
180 days
NAGAON
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹5.7 L
Yes
22 Apr 2026
1 Jan 2026
13 Jan 2026
1 Jan 2026
13 Jan 2026
6 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | FilIing of geo-tubes (25 m Iong and 10m circumference) with sand/silt of volume 176 cum by using mud pump not below the fiII height of 1.60m as per drawing and technical specifications, binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed 5m c/c along both sides of the tube to keep the tube in position during filling, as specified and directed including all Ioading, unloading and handling charges and local carriage upto a distance of 250M, pumping slurry using mud pump from a distance upto 250 m, etc. including setting up of the tube laying platform, complete as directed. | 199 | Per Tube | 39,784.7 | ₹79,17,155.3 |
| 2 | Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4 cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500 m distance, etc. complete as directed.
A. Compaction with three wheel static roller of 80-100 kN capacity
For initial Lead up to 1.00 Km for all lifts.
For beyond initial 1 Km & up to 10.00 Km & for all lifts.
L=2Km | 60,905 | Cum | 334.99 | ₹2,04,02,565.95 |
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