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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.5 LAccepted-AOC | ₹57.5 L | L1 | Accepted-AOC AWARDED |
| 2 | L2₹57.5 L+₹1,295.29 (0.02%)Rejected-AOC | ₹57.5 L+₹1,295.29 (0.02%) | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | ROFIQUE AHMED L2 | Zahirul Islam L1 |
|---|---|---|---|---|---|
| 1.00 | Filling of geo-tubes (25m long and 10m circumference) with sand/silt 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 up to a distance of 250M, pumping slurry using mud pump from a distance up to 500m, etc. including setting up of the tube laying platform, complete as directed. | 40 | Nos | 62,292.15 ₹24,91,686 | 62,280 ₹24,91,200 Lowest |
| 2.00 | 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 | 4,405.6 | Cum | 119.85 ₹5,28,011.16 Lowest | 119.85 ₹5,28,011.16 Lowest |
| 3.00 | Earth work in embankment by mechanical means by truck carriage in ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and stacking in regular measurable stacks at suitable places including clearing debris, breaking clods up to 4 cm cube, excluding payment of forest royalty if any, etc. (12.50 % deduction will be made from measured quantities on account of shrinkage). | 3,224.4 | Cum | 550.48 ₹17,74,967.71 | 550.3 ₹17,74,387.32 Lowest |
| 4.00 | 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. | 7,630 | Cum | 124.78 ₹9,52,071.4 | 124.75 ₹9,51,842.5 Lowest |
Tender Value
₹57.5 L
EMD Value
₹1.1 L
Closing Date
13 Jan 2026, 2:00 pmClosed
Chief Engineer, Water Resources Department, Assam
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Restoration of Indo-Bangla Border Link Road from the end point of Ongoing Geo-Tube works for a length of 1.00 km.
2026_DoWR_49827_1
SOUTH SALMARA/ 2025-26/PDNA/WORK/I
Open Tender
Civil Works
Works
180 days
South Salmara
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹1.1 L
Yes
20 Jun 2026
1 Jan 2026
13 Jan 2026
1 Jan 2026
13 Jan 2026
6 Jan 2026
Filling of geo-tubes (25m long and 10m circumference) with sand/silt 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 up to a distance of 250M, pumping slurry using mud pump from a distance up to 500m, etc. including setting up of the tube laying platform, complete as directed.
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
Earth work in embankment by mechanical means by truck carriage in ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and stacking in regular measurable stacks at suitable places including clearing debris, breaking clods up to 4 cm cube, excluding payment of forest royalty if any, etc. (12.50 % deduction will be made from measured quantities on account of shrinkage).
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.
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