Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC 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 | ₹2.7 L Quoted ₹2.8 L | L1 | Accepted-AOC admitted |
| 2 | L2₹3.5 LRejected-Finance NO 9 OFFICERS COLONY AYYA DWARAGA 100 FEET BYE PASS ROAD VELACHERY CHENNAI 600 042 | CHENNAI | CHENNAI | TAMIL NADU | 600042 | ₹3.5 L | L2 | Rejected-Finance Being Not the Lowest Tenderer |
| 3 | Rejected-Technical 849 1 BADDI SHITALPUR INDUSTRIAL AREA BADDI DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | - | - | Rejected-Technical No ,as per WLR ADG(P) Chennai QE Sep 2025. |
| Sl No | Description | Qty | Unit | MEENAKSHI GEOTECH L1 | JOSMAR CONSULTING ENGINEERS L2 |
|---|---|---|---|---|---|
| 1.00 | Clearance of foliage on 0.40 acres land all as specified and directed.
Note: The rate quoted includes disposal of foilage to the distance ecceeding 50m nbut not exceeding 250m. | 1 | EACH JOB | 1,00,000 ₹1 L | 35,400 ₹35,400 |
| 2.00 | Surveying 0.40 acres land and measuring boundry alignment.
Taking topographical details like building alignment and offset and location of trees, trees counting electric poles, septic tanks.
Taking spot level / road level at 3mtr interval.
Establishing TBM on permanent structure
Preparation of detailed drawing in auto CAD with surveyed data.
supplying 2 No's of colour drawing in A0 size and 2 No's of soft copy of drawing in CD | 1 | EACH JOB | 70,000 ₹70,000 | 35,400 ₹35,400 |
| 3.00 | Hiring and mobilization of drilling equipments, instruments, plant etc all as specified and directed. | 1 | JOB | 50,000 ₹50,000 | 1,18,000 ₹1.2 L |
| 4.00 | Boring 02 bore hole through all kinds of soil/ rocks upto a depth of 10 mtrs below ground level or upto hard strata (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 report along with recommendations shall be submitted in duplicate. | 1 | JOB | 30,000 ₹30,000 | 63,720 ₹63,720 |
| 5.00 | All as per item No 4 hereinbefore but 04 Nos of depth 5.00m all as specified and directed.
Note: The rate quoted for item No 3, 4, 5 & 6 includes submission of four copies of analysis of field and laboratory test 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 repost) and with seal and signature of Authorized Sr. Geotechnical consultant. | 1 | JOB | 15,000 ₹15,000 | 84,960 ₹84,960 |
| 6.00 | 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 | 15,000 ₹15,000 | 11,514 ₹11,514 |
Updated dates
Tender Value
₹4.4 L
EMD Value
₹8,800
Closing Date
17 Jan 2026, 6:00 pmClosed
GE WELLINGTON
Garrison Engineer Wellington Barrack Post Nilgiris Pin code-643231
CLEARANCE OF FOLIAGE AND SOIL INVESTIGATION ON JAIL HILL UDHAGAMANDALAM UNDER GE WELLINGTON
2025_MES_744629_1
8192/E8
Open Tender
Civil Works
45 days
WELLINGTON
As per Tender Documents
7 documents required · 7 mandatory
₹300
GE WELLINGTON
₹8,800
Yes
9 Apr 2026
15 Dec 2025
19 Jan 2026
16 Dec 2025
17 Jan 2026
30 Dec 2025
Clearance of foliage on 0.40 acres land all as specified and directed. Note: The rate quoted includes disposal of foilage to the distance ecceeding 50m nbut not exceeding 250m.
Surveying 0.40 acres land and measuring boundry alignment. Taking topographical details like building alignment and offset and location of trees, trees counting electric poles, septic tanks. Taking spot level / road level at 3mtr interval. Establishing TBM on permanent structure Preparation of detailed drawing in auto CAD with surveyed data. supplying 2 No's of colour drawing in A0 size and 2 No's of soft copy of drawing in CD
Hiring and mobilization of drilling equipments, instruments, plant etc all as specified and directed.
Boring 02 bore hole through all kinds of soil/ rocks upto a depth of 10 mtrs below ground level or upto hard strata (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 report along with recommendations shall be submitted in duplicate.
All as per item No 4 hereinbefore but 04 Nos of depth 5.00m all as specified and directed. Note: The rate quoted for item No 3, 4, 5 & 6 includes submission of four copies of analysis of field and laboratory test 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 repost) and with seal and 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.
stage.html
html • 0.05 MB
technical_833784.pdf
techsummary_833784.pdf
finance_833784.pdf
BOQ Comparative Chart
xlsx
finsummary_833784.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.25 MB
BOQ_833784.xls
BOQ • 0.28 MB
Tenderdocuments8192.pdf
Tender Documents • 0.66 MB
Download all tender documents and submit your bid