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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAccepted-AOC SARKAR COMPLEX LALGANESH GUWAHATI KAMRUP METRO ASSAM | ₹5.4 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L1₹5.4 CrRejected-AOC 2ND FLOOR SWASTEEK TOWER LALGANESH ODALBAKRA GUWAHATI KAMRUP M ASSAM 781034 | GUWAHATI | KAMRUP M | ASSAM | 781034 | ₹5.4 Cr | L1 | Rejected-AOC Not Qualified for AOC |
| 3 | L1₹5.4 CrRejected-AOC | ₹5.4 Cr | L1 | Rejected-AOC Not Qualified for AOC |
| 4 | Rejected-Technical 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | - | - | Rejected-Technical Not admitted |
| 5 | Rejected-Technical 2 C PELANI ENCLAVE AMTAL CHACHAL ROAD SIX MILE GUWAHATI KAMRUP M ASSAM 781022 | KAMRUP METRO | ASSAM | 781022 | - | - | Rejected-Technical Not Admitted |
Tender Value
₹6.0 Cr
EMD Value
₹12.0 L
Closing Date
20 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 Raha PWD RCC bridge to Duboritoli on the left bank of river Kollong.
2024_DoWR_40733_1
NAGAON/2024-25/RIDF/II
Open Tender
Civil Works
Works
365 days
Nagaon
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹12.0 L
Yes
1 Mar 2025
29 Nov 2024
20 Dec 2024
29 Nov 2024
20 Dec 2024
12 Dec 2024
Amount
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.
Collection and supply of sand from approved quarry of specified grade for construction work free from debris and other foreign material 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 debris, 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. Lead = 2 km
K C INFRA PROJECTS PRIVATE LTD (BID ID -251755)
MACHTECH TOOLS LLP (BID ID -251752)
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