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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 CrAccepted-AOC VILL BATABARI PO DALGAON PS DALGAON DARRANG ASSAM 784116 | DARRANG | ASSAM | 784116 | ₹17.8 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L1₹17.8 CrRejected-AOC G S ROAD BHANGAGARH ASSAM | ₹17.8 Cr | L1 | Rejected-AOC Not Qualified for AOC |
| 3 | L1₹17.8 CrRejected-AOC BAMUN PUKHURI TEOK JORHAT ASSAM | JORHAT | JORHAT | ASSAM | ₹17.8 Cr | L1 | Rejected-AOC Not Qualified for AOC |
| 4 | L1₹17.8 CrRejected-AOC BAKOLA JAMUGURIHAT SONITPUR ASSAM PIN 784182 | SONITPUR | ASSAM | 784182 | ₹17.8 Cr | L1 | Rejected-AOC Not Qualified for AOC |
| 5 | Rejected-Technical 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | - | - | Rejected-Technical Not admitted |
Tender Value
₹19.8 Cr
EMD Value
₹39.6 L
Closing Date
3 Dec 2024, 2:00 pmClosed
Chief Engineer, Water Resources Department.
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Construction of new embankment from Dhalpur Shiv mandir to B/dyke at Sanowa.
2024_DoWR_40324_1
DARRANG/2024-25/RIDF/II
Open Tender
Civil Works
548 days
DARRANG
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹39.6 L
Yes
1 Mar 2025
12 Nov 2024
3 Dec 2024
12 Nov 2024
3 Dec 2024
23 Nov 2024
Amount
Earthwork in grabbing the seat of the embankment up-to 0.3 m depth by mechanical means and depositing the soils outside the country side toe of the proposed structures, etc. complete as directed.
Earth work in embankment by Mechanical means by truck carriage 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 4 cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500 m distance, etc. complete as directed. A. Compaction with three wheel static roller of 80-100 kN capacity For beyond initial 1 Km & up to 10.00 Km & for all lifts. For a total total lead of 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 90 m and all lifts, etc. complete as directed.
Supply of geo textile tube (Mega Container) with the minimum properties as mentioned below: - o Polymer: PP of 400 GSM or above o Tube Circumference: 10m + 5% o Fill Port (diameter): 30 to 45 cm o Tensile Strength (MD): ≥ 100 kN/m o Tensile Strength (CD): ≥ 100 kN/m o Elongation – MD: ≤ 25% o AOS: ≤ 0.180 mm o Permittivity: ≥ 0.40 S-1 o Length: 25 m
Filling of geo-tubes (25m long and 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 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.
M/S S.A. ENTERPRISE (BID ID -249667)
Sri Babul Nath (BID ID -249813)
KULEN HAZARIKA (BID ID -249531)
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