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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC MOHANPUR PART III MOHANPUR HAILAKANDI ASSAM 788150 | HAILAKANDI | HAILAKANDI | ASSAM | 788150 | ₹1.2 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹1.2 Cr+₹3,239.60 (0.03%)Rejected-AOC HOSPITAL ROAD P O SONAIMUKH TULARGRAM P I WARD NO 02 SONAI CACHAR ASSAM 788119 | CACHAR | ASSAM | 788119 | ₹1.2 Cr+₹3,239.60 (0.03%) | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | D A Builder & Consultancy L1 | NURUL ISLAM LASKAR L2 |
|---|---|---|---|---|---|
| 1.00 | 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.
A. Compaction with three wheel static roller of 80-100 kN capacity
For initial Lead up to 1.00 Km for all lifts
For beyond initial 1 Km & up to 10.00 Km & for all lifts.
L=6 km | 25,114 | Cum | 429 ₹1,07,73,906 Lowest | 429.12 ₹1,07,76,919.68 |
| 2.00 | Filling of geo tubes (25m long and 4.3m circum.) with sand volume of 32.265 cum by using mud pump not below the fill height of 0.70m as per drawing and technical specification, binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed 2.5m 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. | 64 | No | 22,615 ₹14,47,360 Lowest | 22,618.53 ₹14,47,585.92 |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
9 Jan 2026, 2:00 pmClosed
Chief Engineer, WRD, Assam
O/o the Chief Engineer, WRD, Assam, AWC Basistha, Ghy 29
Restoration of dyke at different reaches on R/B of river Katakhal from Dholai TE. to Kabulitilla area.
2025_DoWR_49695_1
HAILAKANDI/ 2025-26/PDNA/WORKS/II
Open Tender
Civil Works
Works
120 days
HAILAKANDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹2.4 L
Yes
16 May 2026
29 Dec 2025
9 Jan 2026
29 Dec 2025
9 Jan 2026
2 Jan 2026
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. A. Compaction with three wheel static roller of 80-100 kN capacity For initial Lead up to 1.00 Km for all lifts For beyond initial 1 Km & up to 10.00 Km & for all lifts. L=6 km
Filling of geo tubes (25m long and 4.3m circum.) with sand volume of 32.265 cum by using mud pump not below the fill height of 0.70m as per drawing and technical specification, binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed 2.5m 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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