Land And Marine Geotechnical Investigation For The Development Of Greenfield Seaport At Azhikkal In Kannur District Sinking Thirty Two Deep Boreholes Upto - 60M Cd And Seventeen Shallow Bore Holes Upto - 25M For The Development Of Port In Open Sea , R
Tender Value
2.68 Crore
Estimated cost
Bid Submission
24 Dec 2019
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
7500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Azhikkal, Kannur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Land And Marine Geotechnical Investigation For The Development Of Greenfield Seaport At Azhikkal In Kannur District 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 .
BOQ
| Name of Work:Land and Marine Geotechnical Investigation for the Development of Greenfield Seaport at Azhikkal in Kannur District . | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PART-A (Field Exploration with Jackup Barge) | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | Mobilisation of personnels & equipments to site including Jackup Barge | BI01010001010000000000000515BI0100001113 | 1 | LS |
| 3 | 3 | Demobilisation of personnels & equipments from site including Jackup Barge after completion of field work | BI01010001010000000000000515BI0100001114 | 1 | LS |
| 4 | 4 | Setup and transfer of equipment to different borehole location | BI01010001010000000000000515BI0100001115 | 40 | No. |
| 5 | 5 | Vertical boring of 150mm diameter bore holes through all kinds of soils | BI01010001010000000000000515BI0100001116 | ||
| 6 | 6 | Upto 10m deep below Sea Bed level | BI01010001010000000000000515BI0100001117 | 400 | RM |
| 7 | 7 | From 10m to 20m deep below Sea Bed Level | BI01010001010000000000000515BI0100001118 | 370 | RM |
| 8 | 8 | From 20m to 30m deep below Sea Bed Level | BI01010001010000000000000515BI0100001119 | 250 | RM |
| 9 | 9 | From 30m to 40m deep below Sea Bed Level | BI01010001010000000000000515BI0100001120 | 250 | RM |
| 10 | 10 | From 40m to 50m deep below Sea Bed Level | BI01010001010000000000000515BI0100001121 | 250 | RM |
| 11 | 11 | From 50m to 60m deep below Sea Bed Level | BI01010001010000000000000515BI0100001122 | 150 | RM |
| 12 | 12 | From 60m to 70m deep below Sea Bed Level | BI01010001010000000000000515BI0100001123 | 1 | RM |
| 13 | 13 | PART-B (Field Exploration - Land Mode) | BI01010001010000000000000515BI0100001124 | ||
| 14 | 14 | Mobilisation of personnels & equipments to site of work | BI01010001010000000000000515BI0100001125 | 1 | LS |
| 15 | 15 | Demobilisation of personnels & equipments from site after completion of field work | BI01010001010000000000000515BI0100001126 | 1 | LS |
| 16 | 16 | Setup and transfer of equipment to different borehole locations | BI01010001010000000000000515BI0100001127 | 9 | No. |
| 17 | 17 | Vertical boring of 150mm diameter bore holes through all kinds of soils | BI01010001010000000000000515BI0100001128 | ||
| 18 | 18 | Upto 10m deep below Existing Ground Level | BI01010001010000000000000515BI0100001129 | 90 | RM |
| 19 | 19 | From 10m to 20m deep below Existing Ground Level | BI01010001010000000000000515BI0100001130 | 90 | RM |
| 20 | 20 | From 20m to 30m deep below Existing Ground Level | BI01010001010000000000000515BI0100001131 | 90 | RM |
| 21 | 21 | From 30m to 40m deep below Existing Ground Level | BI01010001010000000000000515BI0100001132 | 90 | RM |
| 22 | 22 | From 40m to 50m deep below Existing Ground Level | BI01010001010000000000000515BI0100001133 | 90 | RM |
| 23 | 23 | From 50m to 60m deep below Existing Ground Level | BI01010001010000000000000515BI0100001134 | 55 | RM |
| 24 | 24 | From 60m to 70m deep below Existing Ground Level | BI01010001010000000000000515BI0100001135 | 5 | RM |
| 25 | 25 | PART-C (Field Testing & Sample Collection) | BI01010001010000000000000515BI0100001136 | ||
| 26 | 26 | Drilling vertically through weathered / soft rock (RQD<25%) using NX size double tube core barrel with diamond bit | BI01010001010000000000000515BI0100001137 | 150 | RM |
| 27 | 27 | Drilling vertically through hard rock (RQD>25%) using NX size double tube core barrel with diamond bit | BI01010001010000000000000515BI0100001138 | 150 | RM |
| 28 | 28 | Conducting standard penetration test (SPT) in boreholes as per relevant IS code of practice | BI01010001010000000000000515BI0100001139 | 730 | No. |
| 29 | 29 | Collecting undisturbed soil sample (UDS) from bore holes as per relevant IS code of practice | BI01010001010000000000000515BI0100001140 | 730 | No. |
| 30 | 30 | Collecting water samples from boreholes | BI01010001010000000000000515BI0100001141 | 50 | No. |
| 31 | 31 | Conducting In-situ vane shear test (VST) as per relevant IS code of practice | BI01010001010000000000000515BI0100001142 | 100 | No. |
| 32 | 32 | PART-D (Laboratory Testing) | BI01010001010000000000000515BI0100001143 | ||
| 33 | 33 | Conducting laboratory tests as per relevant IS code of practice | BI01010001010000000000000515BI0100001144 | ||
| 34 | 34 | Seive analysis | BI01010001010000000000000515BI0100001145 | 1100 | No. |
| 35 | 35 | Hydrometer analysis (wherever fine content > 12 percent) | BI01010001010000000000000515BI0100001146 | 830 | No. |
| 36 | 36 | Atterbergs limit | BI01010001010000000000000515BI0100001147 | 1100 | No. |
| 37 | 37 | Specific gravity | BI01010001010000000000000515BI0100001148 | 220 | No. |
| 38 | 38 | Natural moisture content on UDS | BI01010001010000000000000515BI0100001149 | 550 | No. |
| 39 | 39 | Saturated & dry densities on UDS | BI01010001010000000000000515BI0100001150 | 550 | No. |
| 40 | 40 | Free Swell Index Test | BI01010001010000000000000515BI0100001151 | 110 | No. |
| 41 | 41 | Consolidation tests on UDS | BI01010001010000000000000515BI0100001152 | 250 | No. |
| 42 | 42 | Box shear test | BI01010001010000000000000515BI0100001153 | 150 | No. |
| 43 | 43 | Triaxial compression test on | BI01010001010000000000000515BI0100001154 | ||
| 44 | 44 | Unconsolidated undrained test | BI01010001010000000000000515BI0100001155 | 250 | No. |
| 45 | 45 | Consolidated undrained test | BI01010001010000000000000515BI0100001156 | 130 | No. |
| 46 | 46 | Consolidated drained test | BI01010001010000000000000515BI0100001157 | 130 | No. |
| 47 | 47 | Tests on rock samples | BI01010001010000000000000515BI0100001158 | ||
| 48 | 48 | Unconfined compression strength test (saturated) | BI01010001010000000000000515BI0100001159 | 150 | No. |
| 49 | 49 | Point load test | BI01010001010000000000000515BI0100001160 | 150 | No. |
| 50 | 50 | Saturated moisture content | BI01010001010000000000000515BI0100001161 | 100 | No. |
| 51 | 51 | Specific gravity | BI01010001010000000000000515BI0100001162 | 100 | No. |
| 52 | 52 | Density / Unit weight | BI01010001010000000000000515BI0100001163 | 100 | No. |
| 53 | 53 | Porosity & Water absorption | BI01010001010000000000000515BI0100001164 | 150 | No. |
| 54 | 54 | Modulus of elasticity | BI01010001010000000000000515BI0100001165 | 150 | No. |
| 55 | 55 | Chemical analysis of water sample | 344 | 50 | No. |
| 56 | 56 | Chemical analysis of water sample | 786 | 50 | No. |
| 57 | 57 | PART-E (Reporting) | 66 | ||
| 58 | 58 | Submission of technical report covering investigation data, field and laboratory test results and recommendations | 88 | 1 | LS |
AI Tender Summary
Tender Timeline
Dec 04, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 24, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 27, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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