Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-Finance | ₹1.4 L | L1 | Accepted-Finance Accepted being L1 |
| 2 | L2₹1.7 L+₹37,524 (27.4%)Rejected-Finance | ₹1.7 L+₹37,524 (27.4%) | L2 | Rejected-Finance Rejected being L2 |
| 3 | L3₹1.8 L+₹39,294 (28.7%)Rejected-Finance | ₹1.8 L+₹39,294 (28.7%) | L3 | Rejected-Finance Rejected being L3 |
| 4 | L4₹1.9 L+₹55,165 (40.2%)Rejected-Finance | ₹1.9 L+₹55,165 (40.2%) | L4 | Rejected-Finance Rejected being L4 |
| Sl No | Description | Qty | Unit | Bhoomi Geotech Services L1 | MEDAYIL ASSOCIATES L4 | J.B.Enterprises L3 | surya systems L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | JOB WORK : SOIL INVESTIGATION : CONSTRUCTION OF ASSEMBLY CUM EXAMINATION HALL FOR AGNIVEERS & OTHER TRAINING BEG & CENTRE, KHADKI UNDER GE (C) KHADKI
1. (a) Mobilation of mechanical drilling equipment and entire arrangemnet from one bore to another hole location and setting of boring/holing as reqd/directed by Engr-in-charge.
(b) Boring 150 mm dia bores holes 06 mtrs depth through any type strart.
(c) Collection of undistrubed soil samples of 3 Mtrs interval or at any change of strain in 100 mm bore thin walled tube incl waxing selling,packing and transporting to the web.
(d) Carrying out standared penetration test incl collecting of distributed soil samples in bore holes at every 1.5 M depth or any change of strata and submit the report with all requisite data.
(e) Conducting necessary test as per relevent IS Codes/NBC 2005/SP 36 on all collected samples which incl the determination of:-
(i) Atterbergs limits. (ii) Natural Moisture Content. (iii) Wet and dry density. (iv) Soil partical size distribution using sieve /hydrometer analysis. (v) Tri axial shear test C & C determination. (vi) Shrinkage test. (vii) Consolidation test. (viii) Specific gravity test for sand rock. (ix) Crushing str of rock samples. (x) Permability test. (xi) Chemical analysis of ground water samples. (xii) Free soil index. (xiii) Chemical analysis. (xiv) Bearing capacity calculations. (xv) Recommendation.
(f) Maintating photographic record(min three photographs per hole).
(g) Submission of report of soil investigation in pentuplicate alongwith photographic record duly annotated. (02 Each).
2. Trial pit of size 1.2 m x 1.2 m x 3.0 m depth and submitting physical properties. (01 Each).
Note :- 1. Maintain photographic record (minimum three photographs per hole duly annotated.
2. Submission of report of soil investigation in quintuplicate along with photographic record duly annotated.
3. Samples of the above requirement/sketch drawing may be seen from the office of AGE B/R (P) (C) Khadki, Pune-03.
4. GST %/ amount to be shown separately. | 1 | JOB | 1,16,200 ₹1,37,116 Lowest | 1,62,950 ₹1,92,281 | 1,49,500 ₹1,76,410 | 1,48,000 ₹1,74,640 |
Tender Value
Refer Docs
Closing Date
6 Oct 2025, 6:00 pmClosed
GE Central Khadki
GE Central Khadki
SOIL INVESTIGATION CONSTRUCTION OF ASSEMBLY CUM EXAMINATION HALL FOR AGNIVEERS and OTHER TRAINING BEG and CENTRE KHADKI UNDER GE C KHADK
2025_MES_733430_1
3008/E-Qtn/18/E3
Limited
Job Works
Works
60 days
GE Central Khadki
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
Exempted
24 Dec 2025
30 Sept 2025
8 Oct 2025
30 Sept 2025
6 Oct 2025
30 Sept 2025
JOB WORK : SOIL INVESTIGATION : CONSTRUCTION OF ASSEMBLY CUM EXAMINATION HALL FOR AGNIVEERS & OTHER TRAINING BEG & CENTRE, KHADKI UNDER GE (C) KHADKI 1. (a) Mobilation of mechanical drilling equipment and entire arrangemnet from one bore to another hole location and setting of boring/holing as reqd/directed by Engr-in-charge. (b) Boring 150 mm dia bores holes 06 mtrs depth through any type strart. (c) Collection of undistrubed soil samples of 3 Mtrs interval or at any change of strain in 100 mm bore thin walled tube incl waxing selling,packing and transporting to the web. (d) Carrying out standared penetration test incl collecting of distributed soil samples in bore holes at every 1.5 M depth or any change of strata and submit the report with all requisite data. (e) Conducting necessary test as per relevent IS Codes/NBC 2005/SP 36 on all collected samples which incl the determination of:- (i) Atterbergs limits. (ii) Natural Moisture Content. (iii) Wet and dry density. (iv) Soil partical size distribution using sieve /hydrometer analysis. (v) Tri axial shear test C & C determination. (vi) Shrinkage test. (vii) Consolidation test. (viii) Specific gravity test for sand rock. (ix) Crushing str of rock samples. (x) Permability test. (xi) Chemical analysis of ground water samples. (xii) Free soil index. (xiii) Chemical analysis. (xiv) Bearing capacity calculations. (xv) Recommendation. (f) Maintating photographic record(min three photographs per hole). (g) Submission of report of soil investigation in pentuplicate alongwith photographic record duly annotated. (02 Each). 2. Trial pit of size 1.2 m x 1.2 m x 3.0 m depth and submitting physical properties. (01 Each). Note :- 1. Maintain photographic record (minimum three photographs per hole duly annotated. 2. Submission of report of soil investigation in quintuplicate along with photographic record duly annotated. 3. Samples of the above requirement/sketch drawing may be seen from the office of AGE B/R (P) (C) Khadki, Pune-03. 4. GST %/ amount to be shown separately.
surya systems (BID ID -3443797)
J.B.Enterprises (BID ID -3442901)
MEDAYIL ASSOCIATES (BID ID -3442170)
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .