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SOIL INVESTIGATION FOR PROVISION OF LOW SECURITY WALL AT SMA AND HIGH SECURITY WALL AROUND DEFENCE LAND NEAR MALABAR GATE AT NAVAL BASE, KOCHI

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

NAVAL BASE KOCHI | Ernakulam, Kerala

Amount: ₹8.3 LCloses: 15 Oct 2026

Timeline

Published23 Sept 2026
Submission Opens8 Oct 2026
Closes15 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹8.3 L

EMD Value

₹16,520

Closing Date

15 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

GE (P) (NW) KOCHI

Address

GE (P) (NW) NAVALBASE KOCHI

Work Description

SOIL INVESTIGATION FOR PROVISION OF LOW SECURITY WALL AT SMA AND HIGH SECURITY WALL AROUND DEFENCE LAND NEAR MALABAR GATE AT NAVAL BASE, KOCHI

Tender Information

Tender ID

2026_MES_790582_1

Reference Number

8292E8

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

60 days

Location

NAVAL BASE KOCHI

Source Website

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Eligibility / Pre-Qualification

AS PER NIT

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredSCANNED COPY OF APPLICATION (.pdf)

RequiredSCANNED COPY OF DEMAND DRAFT OR BANKERS CHEQUE FOR TENDER COST AND EMD (.pdf)

RequiredSCANNED COPY OF ENLISTMENT LETTER (.pdf)

RequiredSCANNED COPY OF ALL DOCUMENTS AS PER NIT FOR UNENLISTED BIDDER (.pdf)

RequiredSCANNED COPY OF EPF AND GST REGISTRATION (.pdf)

Finance

RequiredTENDER DOCUMENTS (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

GE (P) (NW) KOCHI

EMD Fee Amount

₹16,520

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

19 Oct 2026

Download Starts

23 Sept 2026

Download Ends

15 Oct 2026

Submission Starts

8 Oct 2026

Clarification Period

23 Sept 2026 - 3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Location 1 : Near Malabar Gate (outside of Naval Base) for boundary wall construction of height 3m.
1.01	Mobilization	-	-	-	-
1.02	Mobilization and demobilization charges of men and machinery at site, complete all as specified & directed.	1	LS	-	-
1.03	Shifting of machinery from one point to another, complete all as specified & directed. Note : Minimum three numbers of boring machineries along with suitable number of labourers shall be employed simultaneously at site.	8	Per Shift	-	-
2Field Work
2.01	Boring through soil-Drilling of test bore hole of 150mm dia by shell and auger with MS casing as per IS 1892-1979 (Reaffirmed 2002).Conducting standard penetration tests and collection of samples up to a depth of 20m. Conducting tests on disturbed and undisturbed soil samples at an interval of 1.00 mtr or change of strata as per relevant IS code collected to find out the shear parameters, grain size analysis,index properties ,natural moisture content, bulk density etc. as per relevant IS code.	9	Per Bore Hole	-	-
3Laboratory Tests
3.01	Conducting tests at NABL labs on disturbed and undisturbed samples collected to find out the shear parameters, grain size analysis, index properties, natural moisture content, bulk density, consolidation test and chemical tests etc. as per relevant IS code (IS 2720 (Part I) -1983) and detailed result showing at relevant calculations, inferences, indices and parameters shall be given in the soil report Disturbed soil. (a) Sieve analysis and grain size distribution and hydrometer test (b) atterberg limit. (c) Natural moisture content (d) Particle size analysis test, (e) Bulk density (dry density) Un disturbed soil. a) Natural moisture content b) Bulk density c) Specific gravity d) Free swell index and swelling properties of soil e) Organic matter in soil if any f) Consolidation test (Compressed index value) g) Triaxial compression test and determination of shear parameter(C& ϕtest)as per relevant IS h) Harmful salt (complete investigation as already ref) i)Ground water table (Maximum and min levels of ground water in the area with source of information. & Ground water table during the investigation	9	Per Bore Hole	-	-
4Location 2; Near SMA area ( inside of Naval Base) for low height boundary wall construction of height 2.8m (1.10m-masonry boundary wall and 1.70m-MS grill.
4.01	Soil investigation	-	-	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.25 MB

Work Item Documents

8292TenderDocus.pdf

Tender Documents • 0.48 MB

BOQ_886274.xls

BOQ • 0.23 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Location 1 : Near Malabar Gate (outside of Naval Base) for boundary wall construction of height 3m.
1.01	Mobilization	-	-	-	-
1.02	Mobilization and demobilization charges of men and machinery at site, complete all as specified & directed.	1	LS	-	-
1.03	Shifting of machinery from one point to another, complete all as specified & directed. Note : Minimum three numbers of boring machineries along with suitable number of labourers shall be employed simultaneously at site.	8	Per Shift	-	-
2Field Work
2.01	Boring through soil-Drilling of test bore hole of 150mm dia by shell and auger with MS casing as per IS 1892-1979 (Reaffirmed 2002).Conducting standard penetration tests and collection of samples up to a depth of 20m. Conducting tests on disturbed and undisturbed soil samples at an interval of 1.00 mtr or change of strata as per relevant IS code collected to find out the shear parameters, grain size analysis,index properties ,natural moisture content, bulk density etc. as per relevant IS code.	9	Per Bore Hole	-	-
3Laboratory Tests
3.01	Conducting tests at NABL labs on disturbed and undisturbed samples collected to find out the shear parameters, grain size analysis, index properties, natural moisture content, bulk density, consolidation test and chemical tests etc. as per relevant IS code (IS 2720 (Part I) -1983) and detailed result showing at relevant calculations, inferences, indices and parameters shall be given in the soil report Disturbed soil. (a) Sieve analysis and grain size distribution and hydrometer test (b) atterberg limit. (c) Natural moisture content (d) Particle size analysis test, (e) Bulk density (dry density) Un disturbed soil. a) Natural moisture content b) Bulk density c) Specific gravity d) Free swell index and swelling properties of soil e) Organic matter in soil if any f) Consolidation test (Compressed index value) g) Triaxial compression test and determination of shear parameter(C& ϕtest)as per relevant IS h) Harmful salt (complete investigation as already ref) i)Ground water table (Maximum and min levels of ground water in the area with source of information. & Ground water table during the investigation	9	Per Bore Hole	-	-
4Location 2; Near SMA area ( inside of Naval Base) for low height boundary wall construction of height 2.8m (1.10m-masonry boundary wall and 1.70m-MS grill.
4.01	Soil investigation	-	-	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Location 1 : Near Malabar Gate (outside of Naval Base) for boundary wall construction of height 3m.

1.01

Mobilization

1.02

Mobilization and demobilization charges of men and machinery at site, complete all as specified & directed.

1.03

Shifting of machinery from one point to another, complete all as specified & directed. Note : Minimum three numbers of boring machineries along with suitable number of labourers shall be employed simultaneously at site.

Per Shift

2Field Work

2.01

Boring through soil-Drilling of test bore hole of 150mm dia by shell and auger with MS casing as per IS 1892-1979 (Reaffirmed 2002).Conducting standard penetration tests and collection of samples up to a depth of 20m. Conducting tests on disturbed and undisturbed soil samples at an interval of 1.00 mtr or change of strata as per relevant IS code collected to find out the shear parameters, grain size analysis,index properties ,natural moisture content, bulk density etc. as per relevant IS code.

Per Bore Hole

3Laboratory Tests

3.01

Conducting tests at NABL labs on disturbed and undisturbed samples collected to find out the shear parameters, grain size analysis, index properties, natural moisture content, bulk density, consolidation test and chemical tests etc. as per relevant IS code (IS 2720 (Part I) -1983) and detailed result showing at relevant calculations, inferences, indices and parameters shall be given in the soil report Disturbed soil. (a) Sieve analysis and grain size distribution and hydrometer test (b) atterberg limit. (c) Natural moisture content (d) Particle size analysis test, (e) Bulk density (dry density) Un disturbed soil. a) Natural moisture content b) Bulk density c) Specific gravity d) Free swell index and swelling properties of soil e) Organic matter in soil if any f) Consolidation test (Compressed index value) g) Triaxial compression test and determination of shear parameter(C& ϕtest)as per relevant IS h) Harmful salt (complete investigation as already ref) i)Ground water table (Maximum and min levels of ground water in the area with source of information. & Ground water table during the investigation

Per Bore Hole

4Location 2; Near SMA area ( inside of Naval Base) for low height boundary wall construction of height 2.8m (1.10m-masonry boundary wall and 1.70m-MS grill.

4.01

Soil investigation