Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-Finance FCA 560 BLB EAST CHAWLA COLONY SAURAJ SINGH YADAV BALLABGARH VILLAGE TOWN CHAWLA COLONY CITY FARIDABAD FARIDABAD HARYANA 121004 INDIA | FARIDABAD | HARYANA | 121004 | L1 | Accepted-Finance Accepted, being Lowest bidder. | |
| 2 | L2₹3.7 L+₹29,950 (8.76%)Rejected-Finance 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | L2 | Rejected-Finance Rejected, not lowest bidder. | |
| 3 | L3₹4.1 L+₹68,640 (20.1%)Rejected-Finance | L3 | Rejected-Finance Rejected, not lowest bidder. |
Tender Value
Refer Docs
EMD Value
₹9,600
Closing Date
10 Nov 2020, 6:00 pmClosed
GE(P)WEST, DELHI CANTT, 110010
GE(P)WEST, DELHI CANTT, 110010
SOIL TESTING FOR COLLEGE OF NURSING AT ARMY HOSPITAL (R and R) UNDER GE(P)WEST, DELHI CANTT.
2020_MES_385590_1
CANO GE(P)WD-02/2020-2021
Open Tender
Civil Works - Others
Item Rate
30 days
ARMY HOSPITAL (R and R) DELHI CANTT
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE(P)WEST, DELHI CANTT, 110010
₹9,600
Yes
11 Dec 2020
12 Oct 2020
12 Nov 2020
12 Oct 2020
10 Nov 2020
28 Oct 2020
14 Oct 2020 - 21 Oct 2020
Amount
(a) Making necessary arrangement for mobilisation and demobilization of equipments, tools and plants required for soil investigation and their removal after completion of work. (b) Boring 100mm dia bore holes through any type of soil, which ever is encountered at site. (c) Carry out stardard penetration test (SPT) including collecting of disturbed soil samples in bore holes at every 1.5m depth or any change of strata, which ever is earlier upto a depth of 15m and submit soil investigation report reflecting net, gross, allowable, safe bearing capacity of soil for various type and size of foundation at various depth. The report shall include all requisite data . (d) Conducting necessary tests on all collected samples which includes in minimum the determination of the following :- (i) Atternberg limits. (ii) Natural moisture contents. (iii) Wet and dry density. (iv) Soil/Particle size using sieve/hydometer analysis. (e) Recording water level. (f) Report consisting of borelog properties of the rock of each strata, suggesting the depth of the foundation and bearing capacity of soil and technical discussion as required.
All as per srl item no:1 here-in before but boring in soft rock.
All as per srl item no:1 here-in before but boring in hard rock.
Rishi Markandeshwar Engineering Consultant
Soigne Engineering Consultants
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 .