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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC 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 | L1 | Accepted-AOC being L1 |
| 2 | L2₹5.1 L+₹64,655 (14.4%)Rejected-Finance 849 1 BADDI SHITALPUR BADDI INDUSTRIAL AREA SOLAN 173205 | SOLAN | HIMACHAL PRADESH | 173205 | ₹5.1 L+₹64,655 (14.4%) | L2 | Rejected-Finance Not lowest |
| 3 | L3₹6.8 L+₹2.3 L (51.3%)Rejected-Finance 68A 1ST FLOOR SCHOOL ROAD KRISHNASWAMY NAGAR RAMANATHAPURAM COIMBATORE COIMBATORE TAMIL NADU 641045 | COIMBATORE | TAMIL NADU | 641045 | ₹6.8 L+₹2.3 L (51.3%) | L3 | Rejected-Finance Not lowest |
| 4 | L4₹9.4 L+₹4.9 L (110.5%)Rejected-Finance | ₹9.4 L+₹4.9 L (110.5%) | L4 | Rejected-Finance Not lowest |
| Sl No | Description | Qty | Unit | MEENAKSHI GEOTECH L1 | Shiva Testing and Research Laboratory Pvt. Ltd. L2 | COMTEN CONSULTING ENGINEERS PRIVATE LIMITED L3 | vatsalya consultant andservices L4 |
|---|---|---|---|---|---|---|---|
| 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 | 54,000 ₹54,000 | 15,000 ₹15,000 Lowest | 41,300 ₹41,300 |
| 1.02 | Shifting of machinery from one point to another, complete all as specified & directed. | 4 | Per Shift | 2,000 ₹8,000 Lowest | 7,500 ₹30,000 | 2,000 ₹8,000 Lowest | 2,950 ₹11,800 |
| 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 | 5,000 ₹25,000 Lowest | 52,731 ₹2,63,655 | 1,08,000 ₹5,40,000 | 1,20,124 ₹6,00,620 |
| 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 | 63,000 ₹3,15,000 | 12,500 ₹62,500 | 5,000 ₹25,000 Lowest | 11,800 ₹59,000 |
| 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 | 20,000 ₹20,000 Lowest | 50,000 ₹50,000 | 1,12,100 ₹1,12,100 |
| 5.00Plate load Test for finding K Value | |||||||
Tender Value
₹5.6 L
EMD Value
₹11,200
Closing Date
8 Jan 2026, 6:00 pmClosed
GE P NW Kochi
GE P NW Kochi,NB Kochi-682004
SOIL INVESTIGATION FOR PROVISION OF WAREHOUSE FOR GENERAL NAVAL STORE AT MO (K) UNDER GE (P) (NW) KOCHI
2025_MES_745085_1
8281/E8
Open Tender
Civil Works
Item Rate
60 days
NB Kochi
as per NIT
7 documents required · 7 mandatory
₹500
GE P NW Kochi
₹11,200
Yes
26 Mar 2026
18 Dec 2025
10 Jan 2026
18 Dec 2025
8 Jan 2026
1 Jan 2026
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.
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.
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
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 st 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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