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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹3.1 Cr+₹18.1 L (6.13%)Rejected-AOC | ₹3.1 Cr+₹18.1 L (6.13%) | L2 | Rejected-AOC Not Qualified for AOC |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Non-Responsive |
| 4 | Rejected-Technical MILIJULI PATH BELTOLA HATIGAON GUWAHATI KAMRUP METRO ASSAM 781028 | GUWAHATI | KAMRUP METRO | ASSAM | 781028 | - | - | Rejected-Technical Technically Non-Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Non-Responsive |
| Sl No | Description | Qty | Unit | HARESWAR BARO L1 | Dharmendra Talukdar L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of drainage channel to the proper grade and slopes as required including disposing the excavated debris/soil to a safe distance of minimum 50 m distance, etc. complete as directed.
For lead upto 50 m and all lifts
Normal Soil | 72,825 | Cum | 135 ₹98,31,375 Lowest | 143.49 ₹1,04,49,659.25 |
| 2.00 | Spreading of earth stacks over the crest and slope of embankment and places as directed in uniform layer of 22 cm. thick including breaking clods, dressing, ramming etc. complete where necessary including dressing of the embankment, etc. complete as directed. | 72,825 | Cum | 112 ₹81,56,400 Lowest | 118.53 ₹86,31,947.25 |
| 3.00 | 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
For beyond initial 1 Km & up to 10.00 Km & for all lifts.
Totak Length = 3 km | 3,194 | Cum | 290 ₹9,26,260 Lowest | 308.3 ₹9,84,710.2 |
| 4.00 | Turfing with grass sods of largest possible rectangles of 12 cm. 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. | 24,090 | Sqm | 26.77 ₹6,44,889.3 Lowest | 28.67 ₹6,90,660.3 |
| 5.00 | Filling of geotubes (25m long 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 tube with 9mm nylon rope to Jati bamboo pegs of length2 m placed 5m C/C along both side 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 250m etc. including setting up of the tube laying platform, complete as directed. | 226 | Tube | 35,600 ₹80,45,600 Lowest | 37,791.49 ₹85,40,876.74 |
| 6.00 | Hire Charge (excluding fuel) of Three wheel 80 - 100 kN Static Roller | 100 | Hour | 848 ₹84,800 Lowest | 899.62 ₹89,962 |
| 7.00 | Diesel | 600 | Litre | 94 ₹56,400 Lowest | 99.1 ₹59,460 |
| 8.00 | Mobile | 5 | Litre | 530.5 ₹2,652.5 Lowest | 547.11 ₹2,735.55 |
| 9.00 | Gear oil | 10 | Litre | 530.62 ₹5,306.2 Lowest | 551.92 ₹5,519.2 |
| 10.00 | Construction of whole Bholuka Bamboo double Screen with matured Bholuka Bamboo stacks 75 mm to 100 mm dia., placed at 30 cm clear apart (i.e. 40 cm C/C) driven 4.00 m to 4.50 m below ground and 3.0 m to 3.50 m above ground with hydraulic driving equipment including hire charge of equipment, cost of P.O.L. etc. and providing with 1 (One) row of horizontal half Jati bamboo kamies tied with galvanised wire of 16 G to 18 G etc. complete as directed.(Using Bhaluka Bamboo at the rate of 240.00 nos./Rm & Jati Bamboo at the rate of 9.60 nos./Rm) | 1,350 | Rm | 1,280 ₹17,28,000 Lowest | 1,358.95 ₹18,34,582.5 |
Tender Value
₹3.3 Cr
EMD Value
₹6.6 L
Closing Date
7 Jan 2026, 2:00 pmClosed
Chief Engineer, Water Resources Department, Assam
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Restoration of damaged embankment from Borakhat to Majusiral on the R/B of river Pagladia.
2025_DoWR_49681_1
BAKSA/2025-26/PDNA/WORKS/II
Open Tender
Civil Works
Works
180 days
BAKSA
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,000
₹6.6 L
Yes
6 Jun 2026
26 Dec 2025
7 Jan 2026
26 Dec 2025
7 Jan 2026
1 Jan 2026
Earth work in excavation of drainage channel to the proper grade and slopes as required including disposing the excavated debris/soil to a safe distance of minimum 50 m distance, etc. complete as directed. For lead upto 50 m and all lifts Normal Soil
Spreading of earth stacks over the crest and slope of embankment and places as directed in uniform layer of 22 cm. thick including breaking clods, dressing, ramming etc. complete where necessary including dressing of the embankment, etc. 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 up to 1 Km and for all lifts For beyond initial 1 Km & up to 10.00 Km & for all lifts. Totak Length = 3 km
Turfing with grass sods of largest possible rectangles of 12 cm. 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.
Filling of geotubes (25m long 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 tube with 9mm nylon rope to Jati bamboo pegs of length2 m placed 5m C/C along both side 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 250m etc. including setting up of the tube laying platform, complete as directed.
Hire Charge (excluding fuel) of Three wheel 80 - 100 kN Static Roller
Diesel
Mobile
Gear oil
Construction of whole Bholuka Bamboo double Screen with matured Bholuka Bamboo stacks 75 mm to 100 mm dia., placed at 30 cm clear apart (i.e. 40 cm C/C) driven 4.00 m to 4.50 m below ground and 3.0 m to 3.50 m above ground with hydraulic driving equipment including hire charge of equipment, cost of P.O.L. etc. and providing with 1 (One) row of horizontal half Jati bamboo kamies tied with galvanised wire of 16 G to 18 G etc. complete as directed.(Using Bhaluka Bamboo at the rate of 240.00 nos./Rm & Jati Bamboo at the rate of 9.60 nos./Rm)
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