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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.6 LAccepted-AOC MUNDAMALA PATHERKANDI KARIMGANJ ASSAM | ₹75.6 L | L1 | Accepted-AOC AWARDED |
| 2 | L2₹75.7 L+₹7,060.21 (0.09%)Rejected-AOC 5TH FLOOR BASISTHA CHARIALI GHY 29 | GUWAHATI | KAMRUP | ASSAM | 781029 | ₹75.7 L+₹7,060.21 (0.09%) | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | MOINUL HOQUE L2 | PINTU DEB L1 |
|---|---|---|---|---|---|
| 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.) | 2,800 | Sqm | 10.3 ₹28,840 Lowest | 10.3 ₹28,840 Lowest |
| 2.00 | Earth work in embankment by manual 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, etc. complete as directed.
(12.50 % deduction will be made from measured quantities on account of shrinkage)
For initial lead up to 1 Km and for all lifts,
For every Km extra lead beyond initial lead of 1 Km & up to 10 Km.
(For 5 Km) | 11,604.25 | Cum | 443.02 ₹51,40,914.84 | 442.5 ₹51,34,880.63 Lowest |
| 3.00 | 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. | 11,604.25 | Cum | 135.81 ₹15,75,973.19 | 135.75 ₹15,75,276.94 Lowest |
| 4.00 | Filling of geo-tubes (25m long and 4.3m circumference) with sand volume 32.265 cum by using mud pump not below the fill height of 0.70m as per drawing and technical specifications, 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. | 14 | Nos | 22,618.53 ₹3,16,659.42 Lowest | 22,618.53 ₹3,16,659.42 Lowest |
| 5.00 | Collection and supply of sand from approved quarry of specified grade for construction work free from debries and other foreign material etc. complete as directed. | 451.71 | Cum | 689.14 ₹3,11,291.43 | 689 ₹3,11,228.19 Lowest |
| 6.00 | Carriage of boulder/metal /sand /gravel, etc. including loading & unloading cost of P.O.L. etc. complete and including hire charge of truck with driver and handyman etc., complete as directed.
On kutcha road/embankment/ quarry road (road not maintained by contractor)
For 1st Km:
For every Km extra lead beyond initial lead of 1 Km & up to 10 Km.
(For 6 KM Lead) | 451.71 | Cum | 434.59 ₹1,96,308.65 | 434 ₹1,96,042.14 Lowest |
Tender Value
₹75.7 L
EMD Value
₹1.5 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 flood damaged embankment at different reaches on the L/B of river Kushiyara.
2025_DoWR_49788_1
SRIBHUMI/2025-26/PDNA/WORK/I
Open Tender
Civil Works
Works
180 days
SRIBHUMI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹1.5 L
Yes
6 Jul 2026
31 Dec 2025
13 Jan 2026
31 Dec 2025
13 Jan 2026
6 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 manual 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, etc. complete as directed. (12.50 % deduction will be made from measured quantities on account of shrinkage) For initial lead up to 1 Km and for all lifts, For every Km extra lead beyond initial lead of 1 Km & up to 10 Km. (For 5 Km)
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.
Filling of geo-tubes (25m long and 4.3m circumference) with sand volume 32.265 cum by using mud pump not below the fill height of 0.70m as per drawing and technical specifications, 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.
Collection and supply of sand from approved quarry of specified grade for construction work free from debries and other foreign material etc. complete as directed.
Carriage of boulder/metal /sand /gravel, etc. including loading & unloading cost of P.O.L. etc. complete and including hire charge of truck with driver and handyman etc., complete as directed. On kutcha road/embankment/ quarry road (road not maintained by contractor) For 1st Km: For every Km extra lead beyond initial lead of 1 Km & up to 10 Km. (For 6 KM Lead)
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