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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 CrAccepted-AOC UNIT 4A 4TH FLOOR MAYUR GARDEN OPP OF RAJIV BHAWAN ABC BUS STOP BHANGAGARH G S ROAD GUWAHATI KAMRUP M 781005 | KAMRUP METRO | ASSAM | 781005 | ₹8.0 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹8.0 CrRejected-AOC HOUSE NO 16 WARD NO 4 JORHAT ASSAM | JORHAT | ASSAM | 785001 | ₹8.0 Cr | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | D KUMAR AND COMPANY L1 | M/S STAR CONSTRUCTIONS 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 | 264 | tube | 1,08,222.11 ₹2.9 Cr | 1,08,222.11 ₹2.9 Cr |
| 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 specification, 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 | 264 | tube | 39,784.7 ₹1.1 Cr | 39,784.7 ₹1.1 Cr |
| 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 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.
Compaction with three wheel static roller of 80-100 kN capacity
For initial Lead upto 1.00 km for all lifts.
For beyond initial 1 Km & upto 10.00 Km & for all lifts.
Total Lead= 3Km | 1,14,152 | m3 | 358.3 ₹4.1 Cr | 358.52 ₹4.1 Cr |
Tender Value
₹8.0 Cr
EMD Value
₹16.0 L
Closing Date
31 Dec 2025, 2:00 pmClosed
Chief Engineer, Water Resources Department, Assam
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Widening and Strengthening of right bank embankment of river Kopilli from Joyshree to Dharamtul.
2025_DoWR_49396_1
MORIGAON/2025-26/SOPD-G/III
Open Tender
Civil Works
365 days
Morigaon
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹16.0 L
Yes
23 Apr 2026
16 Dec 2025
31 Dec 2025
16 Dec 2025
31 Dec 2025
22 Dec 2025
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 specification, 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 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. Compaction with three wheel static roller of 80-100 kN capacity For initial Lead upto 1.00 km for all lifts. For beyond initial 1 Km & upto 10.00 Km & for all lifts. Total Lead= 3Km
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