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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹86,800Accepted-AOC | ₹86,800 | L1 | Accepted-AOC Ok |
| 2 | L2₹99,000+₹12,200 (14.1%)Rejected-AOC 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | ₹99,000+₹12,200 (14.1%) | L2 | Rejected-AOC Ok |
| Sl No | Description | Qty | Unit | GEO MEDIA ENGINEERING and CONSULTANCY SERVICES PRIVATE LIMITED L2 | Sheltera consultants pvt ltd. L1 |
|---|---|---|---|---|---|
| 1.00 | Making necessary arrangement for mobilisation and demobilisation of equipments, tools & plant required for soil investigation and their removal after completion of work. | 1 | Job | 10,000 ₹10,000 | 5,000 ₹5,000 Lowest |
| 2.00 | Shifting of entire arrangement from one bore to another bore hole location and setting of boring/drilling rig as required. | 2 | Each | 4,000 ₹8,000 | 2,000 ₹4,000 Lowest |
| 3.00 | Boring 100mm dia bore to any depth through any type of soil. | 12 | RM | 2,500 ₹30,000 Lowest | 5,900 ₹70,800 |
| 4.00 | Collection of undisturbed soil sample at 3.0m intervals or at any change of strata in 100mm bore thin walled tube including waxing, sealing, packing and transportation to the lab. | 2 | Each | 500 ₹1,000 Lowest | 500 ₹1,000 Lowest |
| 5.00 | Carrying out Standard Penetration Test (SPT) including collecting of disturbed soil samples in bore holes at every 1.5m depth or any change of strata and submit the report with all requisite data. | 2 | Each | 2,500 ₹5,000 | 1,000 ₹2,000 Lowest |
| 6.00 | Conducting necessary tests on all collected samples which includes the determination of
(a) Atterberg limit
(b) Natural Moisture Content
(c) Wet and dry density
(d) Soil/Particle size using seive, hydrometer analysis
(e) Tri-axial shear test for C&D determination
(f) Shrinkage limit
(g) Consolidation test
(h) Specific gravity test for sand/rock
(j) Crushing strength of rock sample
(k) Permeability test | 2 | Job | 20,000 ₹40,000 | 1,000 ₹2,000 Lowest |
| 7.00 | Completing analysis of laboratory and field test results and submission of reports in four sets along with detailed recommendation for selection of type 'c' foundation with supporting design details requirement of pile foundation if any and measures for around improvement if required. | 1 | Job | 5,000 ₹5,000 | 2,000 ₹2,000 Lowest |
Tender Value
₹84,000
EMD Value
₹5,000
Closing Date
4 Jan 2024, 6:00 pmClosed
AGE I
AGE I CG NOIDA
SOIL INVESTIGATION FOR THE PROPOSED SITE OF CONSTRUCTION OF HIGH SECURITY WALL AROUND 10 ACRES CG LAND AT MAHIPALPUR, DELHI CANTT WITH ALLIED FACILITES UNDER AGE (I) CG NOIDA
2023_MES_631225_1
AGE I CGN 59 23 24
Open Tender
Survey
Item Rate
30 days
AGE I CG NOIDA
As per NIT
8 documents required · 8 mandatory
₹300
AGE I CG
₹5,000
30 Jan 2026
6 Dec 2023
6 Jan 2024
6 Dec 2023
4 Jan 2024
20 Dec 2023
Amount
Making necessary arrangement for mobilisation and demobilisation of equipments, tools & plant required for soil investigation and their removal after completion of work.
Shifting of entire arrangement from one bore to another bore hole location and setting of boring/drilling rig as required.
Boring 100mm dia bore to any depth through any type of soil.
Collection of undisturbed soil sample at 3.0m intervals or at any change of strata in 100mm bore thin walled tube including waxing, sealing, packing and transportation to the lab.
Carrying out Standard Penetration Test (SPT) including collecting of disturbed soil samples in bore holes at every 1.5m depth or any change of strata and submit the report with all requisite data.
Conducting necessary tests on all collected samples which includes the determination of (a) Atterberg limit (b) Natural Moisture Content (c) Wet and dry density (d) Soil/Particle size using seive, hydrometer analysis (e) Tri-axial shear test for C&D determination (f) Shrinkage limit (g) Consolidation test (h) Specific gravity test for sand/rock (j) Crushing strength of rock sample (k) Permeability test
GEO MEDIA ENGINEERING and CONSULTANCY SERVICES PRIVATE LIMITED
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