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

TDR : 22750332

Tender Notice
BOQ

Expired

Azhikkal, Kannur , Kerala

Tender Brief : 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

Document Fees
₹ 7500 /-

EMD
₹ 100000.0 /-

Tender Value
₹ 2.68 Crore /-

Submission Date
24-12-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work:Land and Marine Geotechnical Investigation for the Development of Greenfield Seaport at Azhikkal in Kannur District .
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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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

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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

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

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