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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC C O ADIRAM CHUTIA BALIGAON DHAKUAKHANA LAKHIMPUR ASSAM 787055 | DHAKUAKHANA | LAKHIMPUR | ASSAM | 787055 | ₹1.8 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹1.8 Cr+₹11,294.16 (0.06%)Rejected-AOC | ₹1.8 Cr+₹11,294.16 (0.06%) | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | BABUL GOHAIN L2 | PURNA CHCUTIA L1 |
|---|---|---|---|---|---|
| 1.00 | 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 1.00 Km for all lifts.
For beyond initial 1 Km & up to 10.00 Km & for all lifts.
Lead= 2km | 41,327.75 | Cum. | 301.04 ₹1,24,41,305.86 | 301 ₹1,24,39,652.75 Lowest |
| 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 1.60m 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,etc.pumping slurry using mud pump from a distance upto 500m etc including setting up of the tube laying platform ,complete as directed | 55 | Nos | 62,292.15 ₹34,26,068.25 | 62,292 ₹34,26,060 Lowest |
| 3.00 | Turfing with grass sods of largest possible rectangles of 12cm minimum thickness placed closely including dressing earth pegging with Jati bamboo split, watering till the grass grows for a lead up to 90m and all lifts etc. complete as directed | 21,960 | Sqm | 30.18 ₹6,62,752.8 | 30 ₹6,58,800 Lowest |
| 4.00 | 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 | 11,000 | Cum | 130.44 ₹14,34,840 | 130 ₹14,30,000 Lowest |
| 5.00 | Light Jungles: Clearing light jungles and trees upto 15 cm.girth including cutting, uprooting roots and stumps,removing them from the site of the work upto a distance of 30 m, etc. complete as directed.(When30% of the area is covered by shrubs, trees etc) | 4,000 | Sqm | 11.21 ₹44,840 | 11 ₹44,000 Lowest |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
9 Feb 2026, 2:00 pmClosed
Chief Engineer, WRD, Assam
O/o the Chief Engineer, WRD, Assam, AWC Basistha, Ghy 29
Restoration of Sampora L/B embankment from Gurathali Chapori to Dhakuakhana PWD Road. Package 2
2026_DoWR_50678_1
DHAKUAKHANA/2025-26/ PDNA/WORK/II
Open Tender
Civil Works
Works
180 days
DHAKUAKHANA
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹3.6 L
Yes
11 May 2026
31 Jan 2026
9 Feb 2026
31 Jan 2026
9 Feb 2026
5 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 1.00 Km for all lifts.
For beyond initial 1 Km & up to 10.00 Km & for all lifts.
Lead= 2km | 41,327.75 | Cum. | 301.04 | ₹1,24,41,305.86 |
| 2 | Filling of geotubes (25m long and 10m circumference) with sand of volume 176 cum by using mud pump not below the fill height of 1.60m 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,etc.pumping slurry using mud pump from a distance upto 500m etc including setting up of the tube laying platform ,complete as directed | 55 | Nos | 62,292.15 | ₹34,26,068.25 |
| 3 | Turfing with grass sods of largest possible rectangles of 12cm minimum thickness placed closely including dressing earth pegging with Jati bamboo split, watering till the grass grows for a lead up to 90m and all lifts etc. complete as directed | 21,960 | Sqm | 30.18 | ₹6,62,752.8 |
| 4 | 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 | 11,000 | Cum | 130.44 | ₹14,34,840 |
| 5 | Light Jungles: Clearing light jungles and trees upto 15 cm.girth including cutting, uprooting roots and stumps,removing them from the site of the work upto a distance of 30 m, etc. complete as directed.(When30% of the area is covered by shrubs, trees etc) | 4,000 | Sqm | 11.21 | ₹44,840 |
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