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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 CrAdmitted-Finance NAYANTARA COMPLEX G S ROAD SIXMILE GUWAHATI 22 | KAMRUP METRO | ASSAM | 781001 | ₹4.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.9 CrAdmitted-Finance 5TH FLOOR JEEVANDEEP BUILDING S R C B ROAD FANCY BAZAR GUWAHATI KAMRUP M ASSAM 781001 | GUWAHATI | KAMRUP M | ASSAM | 781001 | ₹4.9 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Progressive Enterprises L1 | KEA CONSULTANTS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00 | Supply of geo-textile Tube (Mega containers) with minimum properties as mentioned below:
* Polymer = PP of 400 GSM or above
* Tube Circumference = 10 M + 5%
* Fill Port (diameter) = 30 to 45 CM
* Tensile Strength (MD) ≥ 100 kN/m
* Tensile Strength (CD) ≥ 100 kN/m
* Elongation- MD ≤ 25%
* AOS ≤ 0.180 mm
* Permittivity ≥ 0.40 5-1
* Length = 25 M | 82 | tube | 1,08,113.89 ₹88.7 L | 1,08,211.29 ₹88.7 L |
| 2.00 | Filling of geotubes (25m long and 10m circumference) with sand of volume 176 CuM by using mud pump not below the fill height of 1.60 m 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 loading, unloading and handling charges and local carriage upto a distance of 250M, pumping slurry using mud pump from a distance upto 250m, etc. including setting up of the tube laying platform, complete as directed | 68 | tube | 39,730.7 ₹27.0 L | 39,778.18 ₹27.0 L |
| 3.00 | Filling of geotubes (25m long and 10m circumference) with sand/silt of volume 176 CuM by using mud pump not below the fill height of 1.60 m 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 loading, unloading and handling charges and local carriage upto a distance of 250M, pumping slurry using mud pump from a distance upto 500m, etc. including setting up of the tube laying platform, complete as directed | 14 | tube | 62,229.86 ₹8.7 L | 62,282.92 ₹8.7 L |
| 4.00 | 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
(A) For initial Lead upto 1.00 km for all lifts.(L=1 KM) | 1,18,006.1 | m3 | 311.15 ₹3.7 Cr | 311.43 ₹3.7 Cr |
Tender Value
₹4.9 Cr
EMD Value
₹9.8 L
Closing Date
17 Feb 2026, 2:00 pmClosed
Chief Engineer, Water Resources Department
Assam Water Centre, O/o the Chief Engineer, WRD, 5th Floor, Basistha, Guwahati-29.
Construction of Flood Embankment on Right Bank of River Pokoria from Teteliguri to Patekibori.(Ph I)
2026_DoWR_50981_1
MORIGAON/2025-26/SOPD-G/VII
Open Tender
Civil Works
180 days
Teteliguri, Morigaon
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹9.8 L
Yes
24 Apr 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
17 Feb 2026
13 Feb 2026
Supply of geo-textile Tube (Mega containers) with minimum properties as mentioned below: * Polymer = PP of 400 GSM or above * Tube Circumference = 10 M + 5% * Fill Port (diameter) = 30 to 45 CM * Tensile Strength (MD) ≥ 100 kN/m * Tensile Strength (CD) ≥ 100 kN/m * Elongation- MD ≤ 25% * AOS ≤ 0.180 mm * Permittivity ≥ 0.40 5-1 * Length = 25 M
Filling of geotubes (25m long and 10m circumference) with sand of volume 176 CuM by using mud pump not below the fill height of 1.60 m 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 loading, unloading and handling charges and local carriage upto a distance of 250M, pumping slurry using mud pump from a distance upto 250m, etc. including setting up of the tube laying platform, complete as directed
Filling of geotubes (25m long and 10m circumference) with sand/silt of volume 176 CuM by using mud pump not below the fill height of 1.60 m 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 loading, unloading and handling charges and local carriage upto a distance of 250M, pumping slurry using mud pump from a distance upto 500m, etc. including setting up of the tube laying platform, complete as directed
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 (A) For initial Lead upto 1.00 km for all lifts.(L=1 KM)
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