Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.4 LAccepted-AOC | ₹2.4 L | 1 | Accepted-AOC ok |
| 2 | 2₹2.4 L+₹4,000 (1.69%)Rejected-Finance | ₹2.4 L+₹4,000 (1.69%) | 2 | Rejected-Finance Quoted rate more Than L1 |
| 3 | Rejected-Technical | - | - | Rejected-Technical NABL CERTIFICATE not found |
| 4 | Rejected-Technical | - | - | Rejected-Technical NABL CERTIFICATE not found r/o Firm Name |
| 5 | Rejected-Technical | - | - | Rejected-Technical NABL CERTIFICATE not found |
Tender Value
Refer Docs
Closing Date
2 Mar 2024, 6:00 pmClosed
GE Dipatoli
GARRISON ENGINEER MILITARY ENGINEER SERVICES DIPATOLI CANTT PO- HOTWAR RANCHI Pin- 834012
SOIL INVESTIGATION IN RESPECT OF PROVISION OF DEFICIENCY OF 24 NOS OFFICERS MARRIED ACCOMMODATION (MAJOR TO BRIGADIER )AT DIPATOLI MIL STN
2024_MES_642345_1
3006/E3
Open Tender
Miscellaneous Services
Item Rate
30 days
Dipatoli
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
Exempted
14 Mar 2024
14 Feb 2024
4 Mar 2024
14 Feb 2024
2 Mar 2024
19 Feb 2024
Amount
(i) Drilling of bore holes of 150mm dia a maximum depth of 10mtr or refusal earliest as possible including of samples and conducting standard penetration test (SPT) etc, including back filling of bore hole submission of test report including carrying out of all relevant laboratory tests such as grain size analysis, Atterberg limits ,Bulk density , natural moisture content ,sieve analysis Sp gravity shear parameters, consolidation Test etc and all relevant tests.- (Each bore hole upto 10mtr)- 07 Nos (a) Bore log chart showing depth of soil strata. (b) Ground water table. (c) Probable maximum and differential settlement. (d) Safe bearing capacity based on shear and settlement criteria. Allowable bearing capacity at various depth of 1.50M, 2.00M, 2.50M and more as reqd below GL (e) Recommendations for type and depth of economical foundation. (f) Site plan of building and location of bore holes. (g) Photographic record of geo exploration as well as testing shall also form part of report. (h) Recommendation as regards possibility of liquefaction of soil in case of saturated/Partly saturated loose/ uncompacted sandy soil. (ii) Mobilization /Demobilization - Each (01) (iii) Conducting detailed topographic survey with the help of total station, showing all the existing surfaces features/structures – Each (01)
M/S MASCOT ENTERPRISES
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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
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 .