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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | ₹4.6 L | L1 | Accepted-AOC Accepted, being lowest and reasonable. |
| 2 | L2₹5.3 L+₹70,422 (15.2%)Rejected-AOC NO 9 OFFICERS COLONY AYYA DWARAGA 100 FEET BYE PASS ROAD VELACHERY CHENNAI 600 042 | CHENNAI | CHENNAI | TAMIL NADU | 600042 | ₹5.3 L+₹70,422 (15.2%) | L2 | Rejected-AOC Not accepted. |
| 3 | L3₹6.1 L+₹1.4 L (31.1%)Rejected-AOC | ₹6.1 L+₹1.4 L (31.1%) | L3 | Rejected-AOC Not accepted. |
| 4 | Rejected-Technical 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 | - | - | Rejected-Technical Not meeting eleigibility criteria. Please refer attachment for details. |
| 5 | Rejected-Technical H N 1 F F SAROJINI PARK SHASTRI NAGAR DELHI 110031 | DELHI | SHAHDARA | DELHI | 110031 | - | - | Rejected-Technical Not meeting eleigibility criteria. Please refer attachment for details. |
| Sl No | Description | Qty | Unit | Rishi Markandeshwar Engineering Consultant L1 | vatsalya consultant andservices L3 | JOSMAR CONSULTING ENGINEERS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Boring 20 bore holes through all kinds of soil/ rock upto a depth of 5 Metre below Ground Level or upto hardstrata (whichever is less), collecting samples and conducting necessary field and laboratory tests. Following parametres shall also form part of Geo-exploration/ Soil Investigation 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. | 1 | Each Job | 4,10,000 ₹4,10,000 | 5,31,780 ₹5,31,780 | 4,01,200 ₹4,01,200 Lowest |
| 1.10(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) 1.8 x 1.8m (iii) 2.0 x 2.0m (iv) 2.5 x 2.5m etc. (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/ uncompacted 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 details as recommended by the GE. Note: (1) 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. (2) It is to be noted that if hard rock is encountered at an early depth then bore shall be drilled for a further depth of 600 mm and if hard rock starta continues to exist till such depth then no further boring is required. However, if hard rock starta is not found for a continuous depth of 600 mm, then boring shall be done upto the full depth as specified herein before. | ||||||
| 2.00 | Submission of four copies of field and laboratory test results alongwith its analysis as per relevant IS code and preparation of Geotechnical Report with appropriate foundation recommendations with NABL Certification (National Accreation ISO: 17025: 2025 Certified report) and with seal and signature of authorised Senior Geotechnical Consultant. | 1 | Each Job | 40,000 ₹40,000 | 29,500 ₹29,500 Lowest | 1,02,542 ₹1,02,542 |
| 3.00 | Excavation of Trial pits of size 1.2m X 1.2m X 3.0m (depth) in any type of soil complete all as specified and as directed. | 4 | Each Job | 3,500 ₹14,000 Lowest | 11,800 ₹47,200 | 7,670 ₹30,680 |
Tender Value
₹6.8 L
EMD Value
₹13,680
Closing Date
6 Aug 2025, 6:00 pmClosed
CWE Wellington
Headquarters Commander Works Engineers Wellington, Barracks Post The Nilgiris PIN 643 231
CONSULTANCY FOR SOIL INVESTIGATION FOR PROVN OF SECURITY INFRA WITH SECURITY LIGHTS FOR AGNIVEER TRAINING AREA AT AVA HILL UNDER GE WELLINGTON
2025_MES_716160_2
83043/E8
Open Tender
Civil Works - Others
Item Rate
45 days
WELLINGTON
As per NIT.
7 documents required · 7 mandatory
₹500
GE WELLINGTON
₹13,680
Yes
9 Sept 2025
16 Jul 2025
8 Aug 2025
16 Jul 2025
6 Aug 2025
23 Jul 2025
17 Jul 2025 - 21 Jul 2025
Amount
Boring 20 bore holes through all kinds of soil/ rock upto a depth of 5 Metre below Ground Level or upto hardstrata (whichever is less), collecting samples and conducting necessary field and laboratory tests. Following parametres shall also form part of Geo-exploration/ Soil Investigation 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) 1.8 x 1.8m (iii) 2.0 x 2.0m (iv) 2.5 x 2.5m etc. (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/ uncompacted 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 details as recommended by the GE. Note: (1) 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. (2) It is to be noted that if hard rock is encountered at an early depth then bore shall be drilled for a further depth of 600 mm and if hard rock starta continues to exist till such depth then no further boring is required. However, if hard rock starta is not found for a continuous depth of 600 mm, then boring shall be done upto the full depth as specified herein before.
Submission of four copies of field and laboratory test results alongwith its analysis as per relevant IS code and preparation of Geotechnical Report with appropriate foundation recommendations with NABL Certification (National Accreation ISO: 17025: 2025 Certified report) and with seal and signature of authorised Senior Geotechnical Consultant.
Excavation of Trial pits of size 1.2m X 1.2m X 3.0m (depth) in any type of soil complete all as specified and as directed.
JOSMAR CONSULTING ENGINEERS (BID ID -3372356)
vatsalya consultant andservices (BID ID -3376960)
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