Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | L1 | Accepted-AOC Bidder is lowest | |
| 2 | L2₹1.8 L+₹50,700 (39.2%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest |
Tender Value
Refer Docs
Closing Date
1 Oct 2020, 6:00 pmClosed
GE PARTAPUR
GE PARTAPUR
QUOTATION FOR SOIL INVESTIGATION FOR PROVN OF TOILETS AND BATHROOMS WITH ALLIED INFRA FOR FD HOSP AT HUNDER
2020_MES_361074_2
3004/SI/01/E3
Limited
Survey and Investigation services
Item Rate
30 days
GE PARTAPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
Exempted
19 Nov 2020
25 Sept 2020
3 Oct 2020
25 Sept 2020
1 Oct 2020
25 Sept 2020
Amount
JOB NO : MWP/01/2019-20
Mobilisation including shifting from one bore hole to another bore hole boring of manual SPT drilling equipment boring/drilling 100mm dia boreholes through any type of soil/rock strata, collection of disturbed & undisturbed soil samples at 1.5m or closer intervals on change of strata using sampling equipment as per IS: 1892 & undertaking standard penetration test as per IS: 2131 or DCPT (Dynamic Cone Penetration Test) depending upon the soil strata as per IS: 10042 for the following scope:-
(a) 100mm dia boreholes of 06m depth or refusal whichever comes earlier.
(b) Transportation charges up and down from site and mobilisation of manpower, equipments etc
NOTES :- I. Evaluation of following index properties of soil through testing of soil samples in approved laboratory as per relevant parts of IS:2720
(i) Atterberg limits (Liquid limit, Plastic limit & Shrinkage limits)
(ii) Natural moisture content
(iii) Wet & dry density of soil
(iv) Soil particle size, distribution using sieve analysis & hydrometer analysis
(v) Shear test for determination of shear strength cohesiveness
(vi) Crushing strength of rock samples
(vii) Shrinkage limit
(viii) Specific gravity test for soil/sand/rock samples
(ix) Permeability test
(x) Determination of N&C value
(xi) Any other important soil property relevant to the type of soil encountered
II. Determination of bearing capacity of soil for the following types of foundations.
(i) RCC Raft/isolated foundation fo building at depth 1500/2000/2500mm from existing ground level as per relevant IS Codes worked out on shear as well as settlement criteria
(ii) Recommending appropriate value of safe bearing capacity of soil at 1500/2000/2500mm depth from the existing ground level
III. Maintenance of video graphic/photographic record of soil exploration/testing events and submitting the same to Engineer-in-charge
M/S VENUS TESTING SERVICES PVT LTD
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
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 .