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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC 5TH FLOOR JEEVANDEEP BUILDING S R C B ROAD FANCY BAZAR GUWAHATI KAMRUP M ASSAM 781001 | GUWAHATI | KAMRUP M | ASSAM | 781001 | ₹3.2 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹3.2 CrRejected-AOC NAYANTARA COMPLEX G S ROAD SIXMILE GUWAHATI 22 | KAMRUP METRO | ASSAM | 781001 | ₹3.2 Cr | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | Progressive Enterprises L2 | KEA CONSULTANTS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 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 | 32 | tube | 1,08,222.11 ₹34.6 L | 1,08,222.11 ₹34.6 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 | 32 | tube | 39,784.7 ₹12.7 L | 39,784.7 ₹12.7 L |
| 3.00 | 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 4cm 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 500m distance, etc. complete as directed.
Compaction with three wheel static roller of 80-100 kN capacity
For initial Lead upto 1.00 km for all lifts. L=1 km | 88,465 | m3 | 311.46 ₹2.8 Cr | 311.41 ₹2.8 Cr |
Tender Value
₹3.2 Cr
EMD Value
₹6.5 L
Closing Date
25 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 Tetliguri to Patekibori. (Ph IV)Package No. 02
2026_DoWR_51241_1
MORIGAON/2025-26/SOPD-G/X
Open Tender
Civil Works
180 days
Teteliguri, Morigaon
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹6.5 L
Yes
15 May 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
25 Feb 2026
20 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
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 4cm 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 500m distance, etc. complete as directed. Compaction with three wheel static roller of 80-100 kN capacity For initial Lead upto 1.00 km for all lifts. L=1 km
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