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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Finance 849 1 BADDI SHITALPUR INDUSTRIAL AREA BADDI DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | ₹4.0 L | L1 | Admitted-Finance |
| 2 | L2₹4.5 LAdmitted-Finance 2ND FLOOR PLOT NO E 19 104 155 BLOCK E P NO 19 SECTOR 3 ROHINI NORTH WEST DELHI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | ₹4.5 L | L2 | Admitted-Finance |
| 3 | L3₹4.8 LAdmitted-Finance GROUND FLOOR WARD NO 07 ROOM NO 976 PATTIMATOM JN ERNAKULAM 683562 | ERNAKULAM | ERNAKULAM | KERALA | 683562 | ₹4.8 L | L3 | Admitted-Finance |
| 4 | L4₹7.9 LAdmitted-Finance | ₹7.9 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MEENAKSHI GEOTECH L2 | VGeotech Experts Pvt. Ltd L4 | Shiva Testing and Research Laboratory Pvt. Ltd. L1 | A S ASSOCIATES L3 |
|---|---|---|---|---|---|---|---|
| 1.00Mobilization | |||||||
| 1.01 | Mobilization and demobilization charges of men and machinery at site, complete all as specified & directed. | 1 | LS | 30,000 ₹30,000 | 23,600 ₹23,600 | 1,20,000 ₹1.2 L | 12,000 ₹12,000 |
| 1.02 | Shifting of machinery from one point to another, complete all as specified & directed. | 4 | Per Shift | 2,000 ₹8,000 | 9,440 ₹37,760 | 15,000 ₹60,000 | 2,000 ₹8,000 |
| 2.00Field Work/Field Tests | |||||||
| 2.01 | Boring/Drilling of test bore hole of 150mm dia through any type of soil using shell and auger with MS casing as per IS 1892-1979( reaffirmed 2002) upto a a depth of about 65m below ground level , collecting samples and conducting standard penetration tests at an intervel of 1.0mtr or change of strata as per relevant IS. Collecting disturbed and undisturbed samples to find out the shear parameters, grain size analysis, index properties, natural moisture content, bulk density, etc as per relevent IS code complete all as specified and directed. | 5 | Per Bore Hole | 59,000 ₹3.0 L | 88,900 ₹4.4 L | 19,800 ₹99,000 | 50,000 ₹2.5 L |
| 3.00Laboratory Tests | |||||||
| 3.01 | Conducting tests 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 relevent 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 | 5 | Per Bore Hole | 10,000 ₹50,000 | 10,620 ₹53,100 | 16,400 ₹82,000 | 5,000 ₹25,000 |
| 4.00Report and Recommendations | |||||||
| 4.01 | 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 recommondations 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. | 1 | LS | 40,000 ₹40,000 | 94,400 ₹94,400 | 15,700 ₹15,700 | 7,000 ₹7,000 |
| 5.00Plate load Test for finding K Value | |||||||
Updated dates
Tender Value
₹5.6 L
EMD Value
₹11,200
Closing Date
28 Mar 2026, 6:00 pmClosed
GE (P) (NW) KOCHI
GE (P) (NW) KOCHI NAVAL BASE KOCHI
SOIL INVESTIGATION FOR PROVISION OF DEF SINGLE LIVING ACCOMMODATION FOR DSC AT NAVAL BASE KOCHI UNDER GE (P) (NW) KOCHI
2026_MES_754295_1
8283 /E8
Open Tender
Civil Works
60 days
NAVAL BASE KOCHI
As per NIT
7 documents required · 7 mandatory
₹500
Yes
GE (P) (NW) KOCHI
₹11,200
Yes
13 Apr 2026
27 Feb 2026
4 Apr 2026
27 Feb 2026
28 Mar 2026
14 Mar 2026
27 Feb 2026 - 10 Mar 2026
Mobilization
Mobilization and demobilization charges of men and machinery at site, complete all as specified & directed.
Shifting of machinery from one point to another, complete all as specified & directed.
Field Work/Field Tests
Boring/Drilling of test bore hole of 150mm dia through any type of soil using shell and auger with MS casing as per IS 1892-1979( reaffirmed 2002) upto a a depth of about 65m below ground level , collecting samples and conducting standard penetration tests at an intervel of 1.0mtr or change of strata as per relevant IS. Collecting disturbed and undisturbed samples to find out the shear parameters, grain size analysis, index properties, natural moisture content, bulk density, etc as per relevent IS code complete all as specified and directed.
Laboratory Tests
Conducting tests 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 relevent 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
Report and Recommendations
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 recommondations 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.
Plate load Test for finding K Value
Mobilization and conducting the test. Setting up of loading platform, plate hydraulic jack and settlement measurement devices as per IS:1888 and loading upto the required load using aggregate to conduct the test. For conducting plate load test to determine the bearing capacity and load/settlement characteristics of soil at shallow depth by loading a plate and levelled steel plate kept at the desired depth and measuring the settlement under diffrent loads until a desired settlement takes place or failure occurs conform to IS:1888
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