}

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, Azhikkal, Kannur-Kerala

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.




Tender Notice

22750332
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
Open Tender
Indian
Kerala
Azhikkal, Kannur
24-12-2019

Tender Details

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 .

Key Value

Document Fees
INR 7500 /-
EMD
INR 100000.0 /-
Tender Value
INR 2.68 Crore /-

BOQ Items

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
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