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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | L1 | Accepted-AOC accepted | |
| 2 | L2₹3.7 L+₹74,520 (25.1%)Rejected-Finance 849 1 BADDI SHITALPUR BADDI INDUSTRIAL AREA SOLAN 173205 | SOLAN | HIMACHAL PRADESH | 173205 | L2 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | Shiva Testing and Research Laboratory Pvt. Ltd. L2 | Interstellar Testing Centre Private Limited L1 |
|---|---|---|---|---|---|
| 1.00 | Boring 150 mm dia, bore holes to a depth of 10 m through following type strata : Mobilization plants and equipment including men and materials as required at site of soil investigation setting of boring/drilling as required and demobilization of plants and equipments on complete of work etc complete (which includes conveyance of sample collected to testing lab as reqd for the purpose of testing) | 1 | LS | 78,500 ₹78,500 | 30,000 ₹30,000 Lowest |
| 2.00 | Any type of soil | 7 | RM | 4,500 ₹31,500 Lowest | 12,000 ₹84,000 |
| 3.00 | Soft rock | 2 | RM | 4,500 ₹9,000 Lowest | 10,000 ₹20,000 |
| 4.00 | Hard rock | 1 | RM | 4,500 ₹4,500 Lowest | 15,000 ₹15,000 |
| 5.00 | Carrying out standard penetration test (SPT) as per IS 2131 including collection of disturbed soil samples in bore holes at every 1.0 m depth or at any change of strata and submit the report with all requisite data | 10 | No | 550 ₹5,500 Lowest | 3,500 ₹35,000 |
| 6.00 | Collection of undisturbed soil samples at every 3 m intervels or at any change of strata in 100 mm bore thin walled tube including waxing, sealing, packing, transporting to the lab. | 3 | No | 1,500 ₹4,500 Lowest | 12,000 ₹36,000 |
| 7.00 | Excavation of trial pit upto 3.0 m depth haing size 1.20x1.20m for collecting UDS sample including the following tests
(i) Atterberg limits
(ii) Natural Moisture content
(iii) Wet and density
(iv) Particle Size (Soil Grain Size)
(v) Triaxial shear test or direct shear test
(vi) Specific Gravity
(vii) Free Swelling Index | 1 | No | 4,000 ₹4,000 Lowest | 22,000 ₹22,000 |
| 8.00 | Conduction Necessary Laboratory test on all collected sample of each bore hole which including the determination of :-
(i) Atterberg limits (ii) Natural moisture content (iii) Wet and dry density (iv) Soil/Particle size using sieve Hydrometer Analysis and shear strength test (Unconfined compression) (v) Tri-Axial shear test C & determination (vi) Shrinkage limit (vii) Consolidation test incl pre-consolidation pressure (viii) Specific gravity test for sand/rock (ix) Crushing strength of rock sample (x) Permeability test (xi) Testing of water sample including PH determination (02 sample) (xii) Free swelling index (xiii) Soluble salt content (Chloride and Sulphate ) (xiv) Shear strength test (Un confined compression) | 1 | No | 14,500 ₹14,500 Lowest | 17,500 ₹17,500 |
| 9.00 | Submission of report in 06 copies including bore log, laboratory result, recommendation & type of foundation and indicate water table etc. | 1 | LS | 5,000 ₹5,000 Lowest | 5,000 ₹5,000 Lowest |
| 10.00 | Preperation of complete conceptual plans, architectural drawings (Elevation, Sections and Schedule of finishes), Site plan including 3 D views (Interior & Exterior). The drawings will cover detailed working drawings to minutest details with reference to technical, architectural, and functional requirement in soft & hard copy, Space/Area analysis in tabular graphical formats.
Structural design and drawings duly incorporated with all the details, finl submission of all the approved structural drawings with supported by relevant design data (STAAD File) in all size in hard and Soft copu for all the category of buildings in desired configuration. Proof checking & Vetting-Vetting from any Govt. Engineering Collage and Submission of all structural drwaings as per latest Indian standar codes & practice.
(300000 Gallons UG Sump) | 1 | Job | 2,15,000 ₹2,15,000 | 32,980 ₹32,980 Lowest |
Tender Value
₹4.3 L
EMD Value
₹8,500
Closing Date
29 Mar 2025, 6:00 pmClosed
GE, Minniebay, Sri Vijaya Puram
GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103
SOIL INVESTIGATION FOR PROVN OF UNDERGROUND SUMP FOR WATER OF 300 KILO LITERS CAPACITY FOR PROJECT DCTF AT NTS (PBR) TEYELERABAD
2025_MES_699925_1
3031/Eqtn/RFP/07/2024-25/E3
Open Tender
Civil Works
Works
60 days
GE, Minniebay, Sri Vijaya Puram
Please refer Tender documents.
9 documents required · 9 mandatory
₹100
Yes
GE, Minniebay,
₹8,500
Yes
10 Nov 2025
3 Mar 2025
31 Mar 2025
3 Mar 2025
29 Mar 2025
10 Mar 2025
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