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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 CrAccepted-AOC AROGYA BHAWAN ROAD JYOTI NAGAR JALAN NAGAR DIBRUGARH ASSAM 786005 | 786005 | ₹4.9 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹4.9 Cr+₹1,000 (<0.01%)Rejected-AOC AROGYA BHAWAN ROAD JYOTI NAGAR JALAN NAGAR DIBRUGARH ASSAM 786005 | 786005 | ₹4.9 Cr+₹1,000 (<0.01%) | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | Navish Tulshyan L1 | SURESH KUMAR AGARWALLA L2 |
|---|---|---|---|---|---|
| 1.00 | Felling trees including uprooting roots and stumps up to 50 cm. below ground, cutting into pieces and removing the same from the site of work etc. complete as directed. Trees above 0.50 m and up to 1 m girth: | 50 | Each | 248.08 ₹12,404 Lowest | 248.08 ₹12,404 Lowest |
| 2.00 | Light Jungles: Clearing light jungles and trees up to 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work up to a distance of 30 m, etc. complete as directed. (When 30% of the area is covered by shrubs, trees etc.) | 4,000 | Sqm | 11.21 ₹44,840 Lowest | 11.21 ₹44,840 Lowest |
| 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 with three wheel static roller of 80-100 kN capacity 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.
(Length=1 km) | 1,03,195.5 | Cum | 311.46 ₹3,21,41,270.43 Lowest | 311.46 ₹3,21,41,270.43 Lowest |
| 4.00 | Supply of geo-textile Tube (Mega containers) with minimum properties as mentioned below
• Polymer = PP of 400 GSM and above
• Tube Circumference = 10 + 5% (m)
• 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 S-1
• Length = 25 m | 100 | Tube | 1,08,212.11 ₹1,08,21,211 Lowest | 1,08,222.11 ₹1,08,22,211 |
| 5.00 | Filling of geotubes (25m long and 10 m circumference) with sand volume of 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 and at both ends 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. | 100 | Tube | 62,292.15 ₹62,29,215 Lowest | 62,292.15 ₹62,29,215 Lowest |
Tender Value
₹4.9 Cr
EMD Value
₹9.8 L
Closing Date
23 Dec 2025, 2:00 pmClosed
Chief Engineer, WRD, Assam
O/o the Chief Engineer, WRD, Basistha Ghy Assam
R/S to Bhogamur Blockgaon P and RD bund along with Breach closing along R/B of river Buridehing.
2025_DoWR_49008_1
DIBRUGARH/2025-26/SOPD-G/I
Open Tender
Civil Works
Works
365 days
Dibrugarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹9.8 L
Yes
27 Apr 2026
3 Dec 2025
23 Dec 2025
3 Dec 2025
23 Dec 2025
15 Dec 2025
Felling trees including uprooting roots and stumps up to 50 cm. below ground, cutting into pieces and removing the same from the site of work etc. complete as directed. Trees above 0.50 m and up to 1 m girth:
Light Jungles: Clearing light jungles and trees up to 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work up to a distance of 30 m, etc. complete as directed. (When 30% of the area is covered by shrubs, trees etc.)
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 with three wheel static roller of 80-100 kN capacity 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. (Length=1 km)
Supply of geo-textile Tube (Mega containers) with minimum properties as mentioned below • Polymer = PP of 400 GSM and above • Tube Circumference = 10 + 5% (m) • 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 S-1 • Length = 25 m
Filling of geotubes (25m long and 10 m circumference) with sand volume of 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 and at both ends 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.
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