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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23,000Accepted-Finance PLOT NO 47 PARWATI HOUSING SOCIETY SARA SIDDHI ROAD SAWANGI HARSOOL ROAD AURANGABAD MAHARASHTRA 431008 | AURANGABAD | MAHARASHTRA | 431008 | L1 | Accepted-Finance Being the Lowest Tenderer | |
| 2 | L2₹23,800+₹800 (3.48%)Rejected-Finance | L2 | Rejected-Finance Being Not the Lowest Tenderer | |
| 3 | L3₹26,000+₹3,000 (13.0%)Rejected-Finance | L3 | Rejected-Finance Being Not the Lowest Tenderer | |
| 4 | L4₹28,000+₹5,000 (21.7%)Rejected-Finance | L4 | Rejected-Finance Being Not the Lowest Tenderer |
| Sl No | Description | Qty | Unit | vatsalya consultant andservices L3 | VGeotech Experts Pvt. Ltd L1 | MULLETIS AND PUSULURIS INFRACON AND ENGINEERS PRIVATE LIMITED L2 | Deepak Babanrao Kokate L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Boring 10 m depth bore hole through all kinds of soil/rocks upto a depth mentioned below ground level or upto hardstrata (whichever is greater) collecting samples and conducting necessary field and laboratory tests.
Following parameters will also form of Geo-Exploration report to be submitted.
(a) RL of the Ground level/ founding level with reference to a BM should invariably be mentioned in the soil investigation report.
(b) Physical and chemical properties of soil.
(c) SPT N value at every 0.75m intervals and change of strata.
(d) Grain size distribution and analysis including soil characteristics.
(e) Value of cohesion and angle of internal friction.
(f) Depth of expansive soil and its properties.
(g) Recommendations for type of foundation.
(h) Recommended SBC based on N value, shear and settlement criteria at three depth 1.5m, 2.0m, and 2.5m and should be worked out for following sizes of footings.
(i) 1.5 x 1.5m
(ii) 1.5 x 2.5m
(iii) 2.0 x 2.5m
(iv) 2.0 x 3.0m
(v) 2.5 x 3.0m
(j) Photographic record of Geo-Exploration as well as testing shall also form part of the report.
(k) Recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose/ uncomacted sandy soil.
(l) Swelling index and swelling pressure in respect of Black Cotton soil and its depth / layer.
(m) Depth of ground water table (maximum and minimum)
(n) Recommendation for filling under floors.
(o) Details of soil profile and bore logs
(p) Any other recommendations.
Note: The rate quoted shall be inclusive of hiring and mobilisation of drilling equipments, instruments, plant and any other necessary articles/ equipments as per site requirement etc. | 1 | job | 14,000 ₹14,000 | 12,000 ₹12,000 Lowest | 20,000 ₹20,000 | 16,000 ₹16,000 |
| 2.00 | Submission four copies of Analysis of field and laboratory tests results as per the relevant IS Code and Preparation of Geotechnical Report with appropiate foundation Recommendations with NABL Certification (National Accreditation ISO: 17025: 2005 Certified report) and with seal & Signature of Authorized Sr. Geotechnical Consultant. | 1 | job | 6,000 ₹6,000 | 5,000 ₹5,000 | 800 ₹800 Lowest | 6,000 ₹6,000 |
| 3.00 | Excavation of trail pit of size 1.2m x 1.2m x 3.0m depth in any type of soil all as specified and directed. | 1 | each | 6,000 ₹6,000 | 6,000 ₹6,000 | 3,000 ₹3,000 Lowest | 6,000 ₹6,000 |
Tender Value
₹28,556
Closing Date
8 Oct 2025, 6:00 pmClosed
GE WELLINGTON
Garrison Engineer Wellington Barrack Post Nilgiris Pin code-643231
CONSULTANCY SERVICES FOR SOIL INVESTIGATION CONSTR OF OVERHEAD TANK AND WATER SUPPLY SYSTEM AT AVA HILL, MRC WELLINGTON UNDER GE WELLINGTON
2025_MES_731706_1
3104/Q/169/E3
Open Tender
Civil Works
Item Rate
45 days
WELLINGTON
As per Tender Documents
4 documents required · 4 mandatory
₹0
Exempted
13 Oct 2025
19 Sept 2025
13 Oct 2025
20 Sept 2025
8 Oct 2025
25 Sept 2025
Amount
Boring 10 m depth bore hole through all kinds of soil/rocks upto a depth mentioned below ground level or upto hardstrata (whichever is greater) collecting samples and conducting necessary field and laboratory tests. Following parameters will also form of Geo-Exploration report to be submitted. (a) RL of the Ground level/ founding level with reference to a BM should invariably be mentioned in the soil investigation report. (b) Physical and chemical properties of soil. (c) SPT N value at every 0.75m intervals and change of strata. (d) Grain size distribution and analysis including soil characteristics. (e) Value of cohesion and angle of internal friction. (f) Depth of expansive soil and its properties. (g) Recommendations for type of foundation. (h) Recommended SBC based on N value, shear and settlement criteria at three depth 1.5m, 2.0m, and 2.5m and should be worked out for following sizes of footings. (i) 1.5 x 1.5m (ii) 1.5 x 2.5m (iii) 2.0 x 2.5m (iv) 2.0 x 3.0m (v) 2.5 x 3.0m (j) Photographic record of Geo-Exploration as well as testing shall also form part of the report. (k) Recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose/ uncomacted sandy soil. (l) Swelling index and swelling pressure in respect of Black Cotton soil and its depth / layer. (m) Depth of ground water table (maximum and minimum) (n) Recommendation for filling under floors. (o) Details of soil profile and bore logs (p) Any other recommendations. Note: The rate quoted shall be inclusive of hiring and mobilisation of drilling equipments, instruments, plant and any other necessary articles/ equipments as per site requirement etc.
Submission four copies of Analysis of field and laboratory tests results as per the relevant IS Code and Preparation of Geotechnical Report with appropiate foundation Recommendations with NABL Certification (National Accreditation ISO: 17025: 2005 Certified report) and with seal & Signature of Authorized Sr. Geotechnical Consultant.
Excavation of trail pit of size 1.2m x 1.2m x 3.0m depth in any type of soil all as specified and directed.
MULLETIS AND PUSULURIS INFRACON AND ENGINEERS PRIVATE LIMITED (BID ID -3438371)
vatsalya consultant andservices (BID ID -3437033)
Deepak Babanrao Kokate (BID ID -3436968)
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