Azhikkal Port Limited has published 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. Submission Date for this Tender is 24-12-2019. Geotechnical Investigation Tenders in Azhikkal, Kannur Kerala. Bidders can get complete Tender details and download the document.
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 |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail