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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC D 222 30 FUGRO HOUSE TTC INDUSTRIAL AREA MIDC NERUL NAVI MUMBAI THANE MAHARASHTRA 400706 | THANE | MAHARASHTRA | 400706 | ₹2.8 Cr Quoted ₹2.80 | L1 | Accepted-AOC L1 |
| 2 | L2₹2.90+₹0.10 (3.57%)Rejected-AOC | ₹2.90+₹0.10 (3.57%) | L2 | Rejected-AOC L2 |
Tender Value
₹2.7 Cr
EMD Value
₹1 L
Closing Date
24 Dec 2019, 3:00 pmClosed
Managing Director and Chief Executive Officer
Managing Director and Chief Executive Officer, 9th Floor, KSRTC Bus Terminal Complex. Office of Vizhinjam International Seaport Limited, Thampanur, Thiruvananthapuram- 695001
Sinking thirty two deep boreholes upto - 60m CD and seventeen shallow bore holes upto - 25m for the development of port in open sea,river and/or land along with necessary field and laboratory testing and submission of report.
2019_AZPL_326835_1
APL/Pr/2019-20/003/SN
Open Tender
Marine Works
Item Rate
120 days
Azhikkal
As per tender specifications
9 documents required · 9 mandatory
₹7,500
Yes
Online
₹1 L
Yes
Thiruvananthapuram
5 Jun 2020
4 Dec 2019
27 Dec 2019
4 Dec 2019
24 Dec 2019
13 Dec 2019
4 Dec 2019 - 21 Dec 2019
13 Dec 2019
Amount
PART-A (Field Exploration with Jackup Barge)
Mobilisation of personnels & equipments to site including Jackup Barge
Demobilisation of personnels & equipments from site including Jackup Barge after completion of field work
Setup and transfer of equipment to different borehole location
Vertical boring of 150mm diameter bore holes through all kinds of soils
Upto 10m deep below Sea Bed level
From 10m to 20m deep below Sea Bed Level
From 20m to 30m deep below Sea Bed Level
From 30m to 40m deep below Sea Bed Level
From 40m to 50m deep below Sea Bed Level
From 50m to 60m deep below Sea Bed Level
From 60m to 70m deep below Sea Bed Level
PART-B (Field Exploration - Land Mode)
Mobilisation of personnels & equipments to site of work
Demobilisation of personnels & equipments from site after completion of field work
Setup and transfer of equipment to different borehole locations
Vertical boring of 150mm diameter bore holes through all kinds of soils
Upto 10m deep below Existing Ground Level
From 10m to 20m deep below Existing Ground Level
From 20m to 30m deep below Existing Ground Level
From 30m to 40m deep below Existing Ground Level
From 40m to 50m deep below Existing Ground Level
From 50m to 60m deep below Existing Ground Level
From 60m to 70m deep below Existing Ground Level
PART-C (Field Testing & Sample Collection)
Drilling vertically through weathered / soft rock (RQD<25%) using NX size double tube core barrel with diamond bit
Drilling vertically through hard rock (RQD>25%) using NX size double tube core barrel with diamond bit
Conducting standard penetration test (SPT) in boreholes as per relevant IS code of practice
Collecting undisturbed soil sample (UDS) from bore holes as per relevant IS code of practice
Collecting water samples from boreholes
Conducting In-situ vane shear test (VST) as per relevant IS code of practice
PART-D (Laboratory Testing)
Conducting laboratory tests as per relevant IS code of practice
Seive analysis
Hydrometer analysis (wherever fine content > 12 percent)
Atterbergs limit
Specific gravity
Natural moisture content on UDS
Saturated & dry densities on UDS
Free Swell Index Test
Consolidation tests on UDS
Box shear test
Triaxial compression test on
Unconsolidated undrained test
Consolidated undrained test
Consolidated drained test
Tests on rock samples
Unconfined compression strength test (saturated)
Point load test
Saturated moisture content
Specific gravity
Density / Unit weight
Porosity & Water absorption
Modulus of elasticity
Chemical analysis of water sample
Chemical analysis of water sample
PART-E (Reporting)
Submission of technical report covering investigation data, field and laboratory test results and recommendations
Renuka Consultants
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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