Procurement Opportunity: Soil Investigation and sampling,Borehole Drilling and SBC analysis,Soil Laboratory Testing physical in GURGAON, HARYANA
Progress
Quantity
18
Category
Soil Investigation and sampling
Bid Type
Two Packet Bid
Categories
52
Indian Army has released a public tender for Soil Investigation and sampling, Borehole Drilling and SBC analysis, Soil Laboratory Testing physical, Soil Chemical Analysis, Soil Engineering Properties test, Water level Test, Comprehensive Soil Report and SBC, Foundation Mapping, mobilization and Final certification in GURGAON, HARYANA. Quantity: 18. Submission Deadline: 11-05-2026 17: 00: 00. Download documents and apply online.
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Tender Category
Goods
Bid To RA
No
Bid To RA Enabled
No
Item Category
Soil Investigation and sampling , Borehole Drilling and SBC analysis , Soil Laboratory Testing physical , Soil Chemical Analysis , Soil Engineering Properties test , Water level Test , Comprehensive Soil Report and SBC , Foundation Mapping , mobilization and Final certification
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Documents 4
GeM-Bidding-9263638.pdf
Main Document
BOQ Document
BOQ
BOQ Document
BOQ
GEM General Terms and Conditions Document
GEM_GENERAL_TERMS_AND_CONDITIONS
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Soil Investigation and sampling
To carry out soil investigation and collection of samples in all types of strata including distrubed, undistrubed soil sampling, conduction of Standard Penetration Test (SPT), visual classification at regular interval, determine the safe bearing capacity complete with field and laboratory tests on soil/ rock samples including trail pit 1.20m x 1.20m x 3.0m investigation to relevant specification of IS 2131, IS 6403, IS 1498 IS 2720
Borehole Drilling and SBC analysis
Conducting Soil Investigation for the following - (a) 150mm dia meter bore holes as per IS specification (b) Bore Hole. (i) Depth of Bore Hole 15.00 Mtr (Core drilling by Calyx Rig) (ii) To suggest SBC for isolated footing 1.5x1.5, 2.0x2.0, 2.5x2.5 mtr at 1.5m, 2.0m, 2.5m depth strip depth strip footing of 1.5 2.0 mtr. (iii) Water Table (iv) Expansive nature of soil with respect plasticity index (v) N Value at 2.5m, 3.0m, 6.0m, 12.0m (vi) Bore log of soil strata upto 15.0 mtr depth
Soil Laboratory Testing physical
(c) Collection of distrubed and undistrubed soil sample at interval of 1.00 mtr at change of relevant specification of IS 2720.
Soil Chemical Analysis
(d) Conduction Lab test on distrubed soil sample at interval of 1.00 mtr or at change of strata or as per relevant IS Code. (i) Sieve analysis (ii) Atterbergs limits (iii) Natural moisture content (iv) Particle size analysis test (v) Bulk density
Soil Engineering Properties test
(e) Conducting Lab test on undistrubed soil sample as considered necessary according to relevant specification of IS 2720 - (i) Sieve analysis (ii) Atterbergs limits (iii) Natural moisture content (iv) Particle size analysis test (v) Bulk density (vi) Specific gravity (vii) Free swell index and swelling property of soil (viii) Organic matter in any soil, in any (ix) Consolidation test (Compressed index value) (x) Trixial compression test and determination of shear parameters (C O) test as per relevant IS. (xi) Harful salt (Complete investigation as already ref).
Water level Test
(f) Ground Water Table - (i) Maximum and minimum levels of Ground Water in the area with sources of information. (ii) Ground water table during investigation.
Comprehensive Soil Report and SBC
(g) Submission of Six copies of test reports with detailed description of field investigation, soil classification and general nature of soil strata, water table, interpretation of test results, grains size, distribution curves, compressive index curves, site plan etc. (h) The SBC of the soil is required to be given as per following table. Calculation of bearing capacity will be governed generally as per IS 8009 (Pt-I) 1976, IS-2720 (Pt-II) 1980, IS 6403-1981, IS 1904-1984 IS 1904-1984 and IS 1080-1985 and other relevant IS code.
Foundation Mapping
(j) With every sites Soil Investigation Report, a detailed site plan showing the approx location of each bore duly numbered as per log of bore hole should be enclosed. Location of foundation of adjacent structures, especially those that might be impacted by the proposed construction. (k) Every page of the soil investigation report should have the Name of the Job for which soil investigation is being carried out. In case of multiple sites of a single job are being investigated name of each site shall be put on each page of report pertaining to the site.
mobilization and Final certification
(l) All pages of the Soil Investigation Report shall be serially numbered, stamped and signed by the Agency carrying out the soil investigation. Report should be scrutinised by GE and CWE for correctness and endorse. (m) Mobilisation of tools and equipments, machineries, manpowers etc to site location and demolition from site after completion of work.
| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) | Price Trends |
|---|---|---|---|---|---|---|---|
| 1 | Soil Investigation and sampling | To carry out soil investigation and collection of samples in all types of strata including distrubed, undistrubed soil sampling, conduction of Standard Penetration Test (SPT), visual classification at regular interval, determine the safe bearing capacity complete with field and laboratory tests on soil/ rock samples including trail pit 1.20m x 1.20m x 3.0m investigation to relevant specification of IS 2131, IS 6403, IS 1498 IS 2720 | 2 | each | [email protected] | 15 | |
| 2 | Borehole Drilling and SBC analysis | Conducting Soil Investigation for the following - (a) 150mm dia meter bore holes as per IS specification (b) Bore Hole. (i) Depth of Bore Hole 15.00 Mtr (Core drilling by Calyx Rig) (ii) To suggest SBC for isolated footing 1.5x1.5, 2.0x2.0, 2.5x2.5 mtr at 1.5m, 2.0m, 2.5m depth strip depth strip footing of 1.5 2.0 mtr. (iii) Water Table (iv) Expansive nature of soil with respect plasticity index (v) N Value at 2.5m, 3.0m, 6.0m, 12.0m (vi) Bore log of soil strata upto 15.0 mtr depth | 2 | each | [email protected] | 15 | |
| 3 | Soil Laboratory Testing physical | (c) Collection of distrubed and undistrubed soil sample at interval of 1.00 mtr at change of relevant specification of IS 2720. | 2 | each | [email protected] | 15 | |
| 4 | Soil Chemical Analysis | (d) Conduction Lab test on distrubed soil sample at interval of 1.00 mtr or at change of strata or as per relevant IS Code. (i) Sieve analysis (ii) Atterbergs limits (iii) Natural moisture content (iv) Particle size analysis test (v) Bulk density | 2 | each | [email protected] | 15 | |
| 5 | Soil Engineering Properties test | (e) Conducting Lab test on undistrubed soil sample as considered necessary according to relevant specification of IS 2720 - (i) Sieve analysis (ii) Atterbergs limits (iii) Natural moisture content (iv) Particle size analysis test (v) Bulk density (vi) Specific gravity (vii) Free swell index and swelling property of soil (viii) Organic matter in any soil, in any (ix) Consolidation test (Compressed index value) (x) Trixial compression test and determination of shear parameters (C O) test as per relevant IS. (xi) Harful salt (Complete investigation as already ref). | 2 | each | [email protected] | 15 | |
| 6 | Water level Test | (f) Ground Water Table - (i) Maximum and minimum levels of Ground Water in the area with sources of information. (ii) Ground water table during investigation. | 2 | each | [email protected] | 15 | |
| 7 | Comprehensive Soil Report and SBC | (g) Submission of Six copies of test reports with detailed description of field investigation, soil classification and general nature of soil strata, water table, interpretation of test results, grains size, distribution curves, compressive index curves, site plan etc. (h) The SBC of the soil is required to be given as per following table. Calculation of bearing capacity will be governed generally as per IS 8009 (Pt-I) 1976, IS-2720 (Pt-II) 1980, IS 6403-1981, IS 1904-1984 IS 1904-1984 and IS 1080-1985 and other relevant IS code. | 2 | each | [email protected] | 15 | |
| 8 | Foundation Mapping | (j) With every sites Soil Investigation Report, a detailed site plan showing the approx location of each bore duly numbered as per log of bore hole should be enclosed. Location of foundation of adjacent structures, especially those that might be impacted by the proposed construction. (k) Every page of the soil investigation report should have the Name of the Job for which soil investigation is being carried out. In case of multiple sites of a single job are being investigated name of each site shall be put on each page of report pertaining to the site. | 2 | each | [email protected] | 15 | |
| 9 | mobilization and Final certification | (l) All pages of the Soil Investigation Report shall be serially numbered, stamped and signed by the Agency carrying out the soil investigation. Report should be scrutinised by GE and CWE for correctness and endorse. (m) Mobilisation of tools and equipments, machineries, manpowers etc to site location and demolition from site after completion of work. | 2 | each | [email protected] | 15 |
Required Documents
Experience Criteria
Past Performance
Bidder Turnover
Certificate (Requested in ATC)
OEM Authorization Certificate
OEM Annual Turnover
Additional Doc 1 (Requested in ATC) *In case any bidder is seeking exemption from Experience / Turnover Criteria
the supporting documents to prove his eligibility for exemption must be uploaded for evaluation by the buyer
Corrigendum Updates
1 Update Update
Extended Deadline
11-May-2026, 5:00 pm
Opening Date
11-May-2026, 5:30 pm
Technical Results
| S.No | Seller | Item | Date | Status |
|---|---|---|---|---|
| 1 | AAKASH MARKET Under PMA | - | 04-05-2026 15:09:28 | |
| 2 | CKG Enterprises Under PMA | - | 07-05-2026 15:21:43 | |
| 3 | M/S SURINDERA'S CONSTRUCTION CO. Under PMA | - | 11-05-2026 13:56:20 | |
| 4 | NATIONAL GEOTECHNICA SERVICES Under PMA | - | 05-05-2026 20:03:32 | |
| 5 | NEW HI TECH ENGINEERS AND CONTRACTORS Under PMA | - | 11-05-2026 14:26:47 | |
| 6 | R M BUILDERS Under PMA | - | 11-05-2026 14:08:13 |
Financial Results
| Rank | Seller | Price | Item |
|---|---|---|---|
| L1 | R M BUILDERS Under PMA | Item Categories : Soil Investigation and sampling,Borehole Drilling and SBC analysis,Soil Laboratory Testing physical | |
| L2 | M/S SURINDERA'S CONSTRUCTION CO. Under PMA | Item Categories : Soil Investigation and sampling,Borehole Drilling and SBC analysis,Soil Laboratory Testing physical | |
| L3 | NEW HI TECH ENGINEERS AND CONTRACTORS Under PMA | Item Categories : Soil Investigation and sampling,Borehole Drilling and SBC analysis,Soil Laboratory Testing physical |
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Documents 4
GeM-Bidding-9263638.pdf
Main Document
BOQ Document
BOQ
BOQ Document
BOQ
GEM General Terms and Conditions Document
GEM_GENERAL_TERMS_AND_CONDITIONS