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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.0 LAccepted-AOC | ₹41.0 L | L1 | Accepted-AOC AWARDED |
| 2 | L2₹41.0 L+₹242.74 (<0.01%)Rejected-AOC BHITAR KOKILA GAON NEEMATI NEEMATIGHAT JORHAT ASSAM 785010 | JORHAT | JORHAT | ASSAM | 785010 | ₹41.0 L+₹242.74 (<0.01%) | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | MOHAN CH DAS L1 | SOMESWAR DAS L2 |
|---|---|---|---|---|---|
| 1.00 | 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.) | 27,000 | Sqm | 11.21 ₹3,02,670 Lowest | 11.21 ₹3,02,670 Lowest |
| 2.00 | 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.(Total length =1 km) | 10,797 | Cum | 277.51 ₹29,96,275.47 Lowest | 277.53 ₹29,96,491.41 |
| 3.00 | 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 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.For initial Lead up to 1.00 Km for all lifts. | 8 | Tube | 62,292.1 ₹4,98,336.8 Lowest | 62,292.15 ₹4,98,337.2 |
| 4.00 | Construction of temporary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart, driven at atleast 0.75 m below ground and height above plinth of 2.5m. Split Jatti bamboo/tarza wall 10 cm thick touch roofing over bamboo rua frame, placing at 0.15 m clear apart, fitted with bamboo kamies from binding doors and windows with Bamboo Chattai, strengthening with Bamboo frame binding with wire, roofing with TATA Shaktee roofing sheets etc., complete as directed. (Using Bhaluka Bamboo at the rate of 6.00 nos/ Rm & Jati Bamboo at the rate of 61.00nos / Rm) | 110 | Sqm | 2,707.02 ₹2,97,772.2 Lowest | 2,707.26 ₹2,97,798.6 |
Tender Value
₹41.0 L
EMD Value
₹81,906
Closing Date
13 Jan 2026, 2:00 pmClosed
Chief Engineer, W.R. Department
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Restoration of flood damage for PDNA 2022 of B/Dyke from Gohaingaon to Charigaon at Dainigaon area.
2026_DoWR_49886_1
JORHAT/2025-26/ PDNA/WORK/III
Open Tender
Civil Works
Works
180 days
Jorhat
Please refer Tender documents.
2 documents required · 2 mandatory
₹800
₹81,906
Yes
10 Jun 2026
3 Jan 2026
13 Jan 2026
3 Jan 2026
13 Jan 2026
9 Jan 2026
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 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.(Total length =1 km)
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 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.For initial Lead up to 1.00 Km for all lifts.
Construction of temporary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart, driven at atleast 0.75 m below ground and height above plinth of 2.5m. Split Jatti bamboo/tarza wall 10 cm thick touch roofing over bamboo rua frame, placing at 0.15 m clear apart, fitted with bamboo kamies from binding doors and windows with Bamboo Chattai, strengthening with Bamboo frame binding with wire, roofing with TATA Shaktee roofing sheets etc., complete as directed. (Using Bhaluka Bamboo at the rate of 6.00 nos/ Rm & Jati Bamboo at the rate of 61.00nos / Rm)
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