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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC GARMUR GAON BOKAKHAT GOLAGHAT ASSAM | GOLAGHAT | ASSAM | 785601 | ₹2.1 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L1₹2.1 CrRejected-AOC | ₹2.1 Cr | L1 | Rejected-AOC Not Qualified for AOC |
| 3 | L1₹2.1 CrRejected-AOC HOUSE NO 16 WARD NO 4 JORHAT ASSAM | JORHAT | ASSAM | 785001 | ₹2.1 Cr | L1 | Rejected-AOC Not Qualified for AOC |
| 4 | L1₹2.1 CrRejected-AOC | ₹2.1 Cr | L1 | Rejected-AOC Not Qualified for AOC |
| 5 | L1₹2.1 CrRejected-AOC DORIYA MONTUNI KAMALABARI GARAMUR MAJULI ASSAM 785106 | MAJULI | ASSAM | 785106 | ₹2.1 Cr | L1 | Rejected-AOC Not Qualified for AOC |
Tender Value
₹2.4 Cr
EMD Value
₹4.7 L
Closing Date
7 Dec 2024, 2:00 pmClosed
Chief Engineer, Water Resources Department.
O/o the Chief Engineer, WRD, Assam Water Centre, 5th Floor, Basistha, Guwahati-29.
Construction of new embankment from Ch 2900.00m of Korah Dyke to Balipukhuri Nath Gaon of river Sampora on its L/B.
2024_DoWR_40395_1
DHAKUAKHANA/2024-25/RIDF/II
Open Tender
Civil Works
Works
Balipukhuri Nath Gaon, Dhakuakhana
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹4.7 L
Yes
6 Mar 2025
16 Nov 2024
7 Dec 2024
16 Nov 2024
7 Dec 2024
27 Nov 2024
Amount
Felling trees including uprooting roots and stumps up to 50 cm. below ground, cutting into pieces and removing the same from the site of work etc. complete as directed. Trees above 0.50 m and up to 1 m girth
Supply of geo-textile Tube (Mega containers) with minimum properties as mentioned below • Polymer = PP • Tube Circumference = 4.3 / 8.6 / 12.9 / 14.2 / 16 / 17.2 / 21.6 + 5% (m) • Fill Port (diameter) = 30 to 45 CM • Tensile Strength (MD) ≥ 100 kN/m • Tensile Strength (CD) ≥ 100 kN/m • Elongation – MD ≤ 25% • AOS ≤ 0.180 mm • Permittivity ≥ 0.40 S-1 • Length = 10 / 15 / 20 / 25 / 30 m Tube Circumference = 4.3 (m) d. Length = 25 m
Filling of geotubes (25m long and 4.3m circumference) with sand volume of 32.265 cum by using mud pump not below the fill height of 0.70m as per drawing and technical specification, 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.
Earth work in embankment by Tractor-trailer carriage in locally available ordinary soil excluding rocky soil free from roots & vegetation and filling in uniform layers not exceeding 22 cm. thick including ploughing or roughening or benching the seats, removing all debris, breaking clods up to 2.5 cm cube, dressing as per design section, etc. complete as directed. (10% deduction will be made from the section measured quantities of the completed and compacted earth work on account of shrinkage). For initial lead up to 1 Km and for all lifts
T J Biswajit Mahengia (BID ID -249902)
M/S STAR CONSTRUCTIONS (BID ID -249421)
Sanjib Sarma (BID ID -249773)
SRI AMIYA KUMAR HAZARIKA (BID ID -250204)
BABUL GOHAIN (BID ID -249477)
stage.html
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tech_eval.pdf
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