Tender For 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 Value
8.26 Lakhs
Estimated cost
Bid Submission
15 Oct 2026
21 days left
EMD
16520
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ernakulam → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Soil Investigation For Provision Of Low Security Wall At Sma And High Security Wall Around Defence Land Near Malabar Gate At Naval Base, Kochi
BOQ
| Sl. No. | Item Description |
| 1 | Location 1 : Near Malabar Gate (outside of Naval Base) for boundary wall construction of height 3m. |
| 2 | Mobilization |
| 3 | Mobilization and demobilization charges of men and machinery at site, complete all as specified & directed. |
| 4 | 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. |
| 5 | Field Work |
| 6 | 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. |
| 7 | Laboratory Tests |
| 8 | 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 reportDisturbed 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 ISh) 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 | Location 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. |
| 10 | Soil investigation |
| 11 | Mobilization |
| 12 | Mobilization and demobilization charges of men and machinery at site, complete all as specified & directed. |
| 13 | 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. |
| 14 | Field Work |
| 15 | 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. |
| 16 | Laboratory Tests |
| 17 | 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 reportDisturbed 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 ISh) 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 |
| 18 | Report and Recommendations |
| 19 | Submitting 6 copies of complete report consisting of each and every detail of locations, borehole profiles and cross sections, description of soil strata, laboratory and field test results, comments and recommendations on type of foundation such as Pile foundation, Raft foundation etc including dia and length of pile ,size and depth of raft foundation and safe bearing capacity etc for both multi storied building and single storied building. The reports shall be preapared based on relevant IS codes and specifications. User recommendations if any shall also be considered while recommending type of foundations. The reports shall be got vetted from any IIT/ NIT/ leading Govt Engineering college as approved by GE. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 21 daysOct 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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