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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.2 L+₹1.3 L (72.1%)Admitted-Fee/PreQual/Technical/Finance | ₹3.2 L+₹1.3 L (72.1%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.4 L+₹1.6 L (84.8%)Admitted-Fee/PreQual/Technical/Finance | ₹3.4 L+₹1.6 L (84.8%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.5 L+₹1.7 L (91.5%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 L+₹1.7 L (91.5%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹3.8 L+₹1.9 L (102.3%)Admitted-Fee/PreQual/Technical/Finance SURVEY NO 4 4 BHARTI HOUSE NEAR CHANCHAL BAG PARTY PLOT OPP JHANVI BUNGALOWS BODAKDEV AHMEDABAD AHMEDABAD GUJARAT 380054 | AHMADABAD | GUJARAT | 380054 | ₹3.8 L+₹1.9 L (102.3%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AHMEDABAD ENGINEERING RESEAERCH INTITUTE L4 | Geo Designs n Research Pvt Ltd L2 | MEENAKSHI GEOTECH L7 | JKINFRATECH L8 | KCT CONSULTANCY SERVICES L1 | Unique Engineering Services L6 | Sai Geotechnical Lab L3 | M K Soil Testing Laboratory Private Limited L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for carrying out soil investigation by Augur boring method to carry our bore holes of 150mm dia in any type of soil/ rock and making trail pit size of 1.2m x 1.2m at 5m away from the bore hole, locating water table conducting standard penetration test (SPT) as per IS specification at 1.00m interval/at every change in strata including conducting following laboratory tests as specified in the IS of collected sample and preparation and submission of report in quadruplicate for the 06 mtr depth (Completed all as specified and directed). | 15 | EACH JOB | 15,000 ₹2,25,000 | 15,000 ₹2,25,000 | 20,000 ₹3,00,000 | 20,000 ₹3,00,000 | 9,558 ₹1,43,370 Lowest | 22,000 ₹3,30,000 | 10,500 ₹1,57,500 | 15,000 ₹2,25,000 |
| 2.00 | M&L for carrying out soil investigation by Augur boring method to carry our bore holes of 150mm dia in any type of soil/ rock and making trail pit size of 1.2m x 1.2m at 5m away from the bore hole, locating water table conducting standard penetration test (SPT) as per IS specification at 1.00m interval/at every change in strata including conducting following laboratory tests as specified in the IS of collected sample and preparation and submission of report in quadruplicate for the 10 mtr depth (Completed all as specified and directed). | 2 | EACH JOB | 25,000 ₹50,000 | 22,000 ₹44,000 | 25,000 ₹50,000 | 30,000 ₹60,000 | 15,104 ₹30,208 Lowest | 25,000 ₹50,000 | 17,500 ₹35,000 | 25,000 ₹50,000 |
| 2.01NOTES ON ITEM SRL NO. 01 & 02 ABOVE | |||||||||||
| 2.021. Index properties of soil such as a grain size distribution moisture content, density, plasticity characteristic | |||||||||||
| 2.032. Direct shear test/ unconfined compression Triaxial Test to obtain the value of cohesion and angel of internal friction | |||||||||||
| 2.043. Scope of investigation, exploration technique, soil profile, bore log etc | |||||||||||
| 2.054. Recommended SBC at different depth of foundation (1.5m, 2.0m and 2.5m) and different size of foundations are :- (a) 1.50x 1.50M (b) 1.50x 2.50M (c) 2.00x 2.50M (d) 2.00x 3.00M (e) For raft foundation | |||||||||||
| 2.065. SBC and its calculation based on 'N' value shear strength and settlement criteria. | |||||||||||
| 2.076. Ground water table | |||||||||||
| 2.087. Expansive or problematic Soil and its properties if any. | |||||||||||
Tender Value
₹4.6 L
Closing Date
10 Aug 2021, 6:00 pmClosed
GE ARMY GANDHINAGAR
GE GANDHINAGAR PO BSF CAMPUS GANDHINAGAR 382045
CONSULTANCY SERVICES INCLUDING SOIL INVESTIGATION FOR PROVN OF DEFI OTM ACCN AT MIL STN GANDHINAGAR
2021_MES_463636_1
QUOTATION/GE(A)GNR/3024/01/E3
Open Tender
Consultancy Services
Item Rate
30 days
MIL STN GANDHINAGAR
AS PER QUOTATION DOCUMENTS
2 documents required · 2 mandatory
₹0
Exempted
12 Aug 2021
29 Jul 2021
12 Aug 2021
29 Jul 2021
10 Aug 2021
4 Aug 2021
29 Jul 2021 - 3 Aug 2021
Amount
M&L for carrying out soil investigation by Augur boring method to carry our bore holes of 150mm dia in any type of soil/ rock and making trail pit size of 1.2m x 1.2m at 5m away from the bore hole, locating water table conducting standard penetration test (SPT) as per IS specification at 1.00m interval/at every change in strata including conducting following laboratory tests as specified in the IS of collected sample and preparation and submission of report in quadruplicate for the 06 mtr depth (Completed all as specified and directed).
M&L for carrying out soil investigation by Augur boring method to carry our bore holes of 150mm dia in any type of soil/ rock and making trail pit size of 1.2m x 1.2m at 5m away from the bore hole, locating water table conducting standard penetration test (SPT) as per IS specification at 1.00m interval/at every change in strata including conducting following laboratory tests as specified in the IS of collected sample and preparation and submission of report in quadruplicate for the 10 mtr depth (Completed all as specified and directed).
NOTES ON ITEM SRL NO. 01 & 02 ABOVE
1. Index properties of soil such as a grain size distribution moisture content, density, plasticity characteristic
2. Direct shear test/ unconfined compression Triaxial Test to obtain the value of cohesion and angel of internal friction
3. Scope of investigation, exploration technique, soil profile, bore log etc
4. Recommended SBC at different depth of foundation (1.5m, 2.0m and 2.5m) and different size of foundations are :- (a) 1.50x 1.50M (b) 1.50x 2.50M (c) 2.00x 2.50M (d) 2.00x 3.00M (e) For raft foundation
5. SBC and its calculation based on 'N' value shear strength and settlement criteria.
6. Ground water table
7. Expansive or problematic Soil and its properties if any.
8. Recommendation of type foundation for different structure including building for/ double and multi-storeyed construction
9. Chemical analysis of soil if required, including recommendation and type of cement to be used for filling under floors and filling under protection including plinth
10. Recommendation for filling under floors and filling under protection including plinth protection.
11. RL of the ground level/ foundation level wrt benchmark.
12. Nature of each stratum and engineering properties of soil and rock which may effect design and mode of construction of proposed structures and their foundation.
13. Recommended SBC for all bore holes.
14. Photography record of testing.
15. Recommendation as regards possibility of liquefaction of soil.
16 Existing water table (if met)
17. Swelling pressure and swelling under in respect of BC soil and its depth/ layer
18. Location of GWT peak mansoon (lowest) and peak summer (lowest) period.
19. Possible corrosive effects of soil and water on foundation
Carrying out contour Survey Work by Total Station include marking of Important structures and utility Road, Buildings and Electric Lines) Contour will be plotted at interval of 3 meter, longitudinal profile of ground and drawing of 1 soft copy + Hard Copy
Geo Designs n Research Pvt Ltd
Sai Geotechnical Lab
AHMEDABAD ENGINEERING RESEAERCH INTITUTE
M K Soil Testing Laboratory Private Limited
Unique Engineering Services
MEENAKSHI GEOTECH
JKINFRATECH
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