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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹2.1 CrRejected-AOC | ₹2.1 Cr | L2 | Rejected-AOC Not Qualified for AOC |
| 3 | Rejected-Technical BIJOYNAGAR PALASHBARI KAMRUP ASSAM | - | - | Rejected-Technical Technically Non-Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Non-Responsive |
| Sl No | Description | Qty | Unit | AMIT KUMAR PEGU L2 | M/S NIRMAN L1 |
|---|---|---|---|---|---|
| 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.) | 645 | Sqm | 15.91 ₹10,261.95 | 15.91 ₹10,261.95 |
| 2.00 | Felling trees including uprooting roots and stumps upto 50 cm. below ground, cutting into pieces and removing the same from the site of work etc. complete as directed.
1. Trees above 0.50 m girth to 1.00 m girth | 32 | Nos | 227.93 ₹7,293.76 | 227.93 ₹7,293.76 |
| 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 3.00m | 19,075 | Cum | 119.85 ₹22.9 L | 119.85 ₹22.9 L |
| 4.00 | Filling of geo-tubes (25m long and 10m circumference) with sand 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 250 m. etc. including setting up of the tube laying platform, complete as directed. | 148 | Per Tube | 39,784.7 ₹58.9 L | 39,784.7 ₹58.9 L |
| 5.00 | 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 upto 1.00 Km for all lifts.
For beyond initial 1 Km & upto 10.00 Km & for all lifts.
L=3km | 39,410.5 | Cum | 324.56 ₹1.3 Cr | 320 ₹1.3 Cr |
Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
19 Jan 2026, 2:00 pmClosed
Chief Engineer, WRD, Assam
O/o the Chief Engineer, WRD, Assam, AWC Basistha, Ghy 29
Restoration of Damaged of both bank(B/B) Embankment of River Hajo-Suti.
2026_DoWR_50061_1
KAMRUP RURAL/2025-26/PDNA/WORK/II
Open Tender
Civil Works
180 days
KAMRUP RURAL
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹4.2 L
Yes
16 May 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
19 Jan 2026
15 Jan 2026
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.)
Felling trees including uprooting roots and stumps upto 50 cm. below ground, cutting into pieces and removing the same from the site of work etc. complete as directed. 1. Trees above 0.50 m girth to 1.00 m girth
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 3.00m
Filling of geo-tubes (25m long and 10m circumference) with sand 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 250 m. etc. including setting up of the tube laying platform, complete as directed.
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 upto 1.00 Km for all lifts. For beyond initial 1 Km & upto 10.00 Km & for all lifts. L=3km
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