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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAccepted-AOC KHALIHAMARI HOUSE NO NIL CITY TOWN DIBRUGARH P O KADOMONI P S DIBRUGARH DIST DIBRUGARH PIN 786001 ASSAM | DIBRUGARH | ASSAM | 786001 | ₹4.3 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹4.3 Cr+₹1.3 L (0.30%)Rejected-AOC DILLIGHAT NO 2 CHAIKYA GAON NAMRUP THERMAL POWER STATION NAMRUP DIBRUGARH ASSAM 786622 | DIBRUGARH | ASSAM | 786622 | ₹4.3 Cr+₹1.3 L (0.30%) | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | MS MANAB JYOTI GOGOI AND CO. L1 | SANTOSH GARODIA L2 |
|---|---|---|---|---|---|
| 1.00 | Medium Jungles: Clearing medium jungles and trees up to 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work, etc. complete as directed.(When 30% to 60 % of the area is covered by shrubs, trees etc.) | 7,080.75 | Sqm | 17.31 ₹1,22,567.78 Lowest | 17.31 ₹1,22,567.78 Lowest |
| 2.00 | 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. (i)Trees above 0.50 m and up to 1 m girth: | 43 | Each | 248.08 ₹10,667.44 Lowest | 248.08 ₹10,667.44 Lowest |
| 3.00 | Earth work in excavation by hydraulic excavator, to proper grade and slopes as required including utilizing the spoils for filling works in the vicinity including removing roots & vegetation, dressing to design section etc. complete as directed.
Ordinary Soil, For depth up to 3.00 m | 36,450 | Cum | 130.44 ₹47,54,538 Lowest | 130.44 ₹47,54,538 Lowest |
| 4.00 | Earth work in embankment by tractor trailer carriage by Mechanical means 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 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 500m distance, etc. complete as directed.
For initial lead up to 1 Km and for all lifts | 26,470.15 | Cum | 277.53 ₹73,46,260.73 Lowest | 277.53 ₹73,46,260.73 Lowest |
| 5.00 | Supply of geo textile tube (Mega Container) with the minimum properties as mentioned below:
•Polymer: PP of 400 GSM or above
•Tube Circumference: 10m + 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 S-1
•Length: 25 m | 180 | Tube | 1,08,222.11 ₹1,94,79,979.8 Lowest | 1,08,222.11 ₹1,94,79,979.8 Lowest |
| 6.00 | Filling of geo-tubes (25m long and 10m circumference) with sand/silt of volume 176 cum by using mud pump not below the fill 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 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. | 180 | Tube | 62,292 ₹1,12,12,560 Lowest | 63,000 ₹1,13,40,000 |
Tender Value
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
5 Jan 2026, 2:00 pmClosed
Chief Engineer, WRD, Assam
O/o the Chief Engineer, WRD, Assam, AWC Basistha, Ghy 29
R/S to Tengakhat Bund upto Jokai RF on the R/B of river Buridehing. Package 1
2025_DoWR_47548_2
DIBRUGARH/2025-26/RIDF/III
Open Tender
Civil Works
Works
365 days
Dibrugarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,000
₹8.6 L
Yes
18 Jul 2026
23 Dec 2025
5 Jan 2026
23 Dec 2025
5 Jan 2026
30 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Medium Jungles: Clearing medium jungles and trees up to 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work, etc. complete as directed.(When 30% to 60 % of the area is covered by shrubs, trees etc.) | 7,080.75 | Sqm | 17.31 | ₹1,22,567.78 |
| 2 | 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. (i)Trees above 0.50 m and up to 1 m girth: | 43 | Each | 248.08 | ₹10,667.44 |
| 3 | Earth work in excavation by hydraulic excavator, to proper grade and slopes as required including utilizing the spoils for filling works in the vicinity including removing roots & vegetation, dressing to design section etc. complete as directed.
Ordinary Soil, For depth up to 3.00 m | 36,450 | Cum | 130.44 | ₹47,54,538 |
| 4 | Earth work in embankment by tractor trailer carriage by Mechanical means 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 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 500m distance, etc. complete as directed.
For initial lead up to 1 Km and for all lifts | 26,470.15 | Cum | 277.53 | ₹73,46,260.73 |
| 5 | Supply of geo textile tube (Mega Container) with the minimum properties as mentioned below:
•Polymer: PP of 400 GSM or above
•Tube Circumference: 10m + 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 S-1
•Length: 25 m | 180 | Tube | 1,08,222.11 | ₹1,94,79,979.8 |
| 6 | Filling of geo-tubes (25m long and 10m circumference) with sand/silt of volume 176 cum by using mud pump not below the fill 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 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. | 180 | Tube | 62,292.15 | ₹1,12,12,587 |
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