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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 CrAccepted-AOC GELAPUKHURI CITY TOWN TINSUKIA P O TINSUKIA P S TINSUKIA DIST TINSUKIA PIN 786125 | TINSUKIA | ASSAM | 786125 | ₹12.1 Cr | L1 | Accepted-AOC PROPER |
| 2 | L2₹12.2 CrRejected-AOC 2ND FLOOR PARNIL COMPLEX ZOO ROAD TINALI GUWAHATI 24 | KAMRUP METRO | ASSAM | 781024 | ₹12.2 Cr | L2 | Rejected-AOC Not Qualified for AOC |
| 3 | Rejected-Technical 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | - | - | Rejected-Technical Technically Non-Responsive |
Tender Value
₹12.1 Cr
EMD Value
₹24.2 L
Closing Date
15 Feb 2024, 2:00 pmClosed
Chief Engineer, Water Resources Department, Assam
O/o the Chief Engineer, Water Resources Department, Assam
Strengthening of river training works to divert River Dibang to its original course.
2024_DoWR_36056_1
DIBRUGARH/2023-24/NIDA/I
Open Tender
Civil Works
730 days
DIBRUGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹24.2 L
Yes
1 Jul 2024
8 Feb 2024
15 Feb 2024
8 Feb 2024
15 Feb 2024
9 Feb 2024
Amount
Earthwork in bank trimming to the designed section /slope by mechanical means including removing the trimmed soils to a minimum distance of 30 m, complete as directed
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)
Supply of Pre stressed Cement Concrete (PSC) Porcupine members of size 0.10 m × 0.10 m × 3.00 m with M - 30 grade of cement concrete conforming to IS 1343:2012 using super-plasticizer @1.2 lit/bag of cement with graded broken coarse aggregates up to 20 mm size down conforming to IS 10262:2009 & IS 456:2000 and reinforced with 4 nos. of 4 mm dia. high tensile steel wire cable/strand with necessary cover and 4 mm high tensile stirrups at 250 mm C/C, in conformity with IS-6403:R2002 and stressed to required strength not exceeding 9.18 N/mm, holes of 16 mm dia. at 50 cm inside from both ends in the same face and in either face of post another 2 nos. of holes of size 16 mm dia. at 65 mm inside from both ends including properly curing for 21 (Twenty one) days and carriage of porcupine members from factory to the stack yard within a distance up to 50 Km including loading, unloading & stacking complete as directed.
Carriage of PSC porcupine members of size 0.10 m × 0.10 m × 3.00 m from Stack yard to Work Site including loading, unloading & stacking. Distance = 6 km.
Labour charge for launching of PSC Porcupine including carriage of PSC porcupine members of size 0.10 m × 0.10 m × 3.00 m from the stack yard to the place of launching, erection of the porcupine with 6 (Six) members properly, supply & fitting/fixing with 12 mm dia. 25 Cm long M.S. Nuts and bolts and launching the porcupine properly as directed. (Lead up to 150 m) Launching without boat
Labour charge for launching of PSC Porcupine including carriage of PSC porcupine members of size 0.10 m × 0.10 m × 3.00 m from the stack yard to the place of launching, erection of the porcupine with 6 (Six) members properly, supply & fitting/fixing with 12 mm dia. 25 Cm long M.S. Nuts and bolts and launching the porcupine properly as directed. (Lead up to 150 m) Launching with boat
M/S DHANSIRI ASSOCIATES
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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