Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | L1 | Accepted-AOC Being lowest | |
| 2 | L2₹9.4 L+₹1.4 L (17.1%)Rejected-Finance FCA 560 BLB EAST CHAWLA COLONY SAURAJ SINGH YADAV BALLABGARH VILLAGE TOWN CHAWLA COLONY CITY FARIDABAD FARIDABAD HARYANA 121004 INDIA | FARIDABAD | HARYANA | 121004 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹10.0 L+₹2.0 L (24.8%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹11.0 L+₹3.0 L (37.7%)Rejected-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹14.5 L+₹6.5 L (81.2%)Rejected-Finance | L5 | Rejected-Finance Other than L1 |
Tender Value
₹13.6 L
EMD Value
₹27,900
Closing Date
18 May 2024, 6:00 pmClosed
GE (P) No 1 (NW)
GE (P) No 1 (NW) Mumbai, Near KV No 2, New Navy Nagar Colaba Mumbai 400 005
SOIL INVESTIGATION FOR PROVISION OF DEFICIENT MD ACCN FOR SAILORS (POs AND BELOW) IN MULTI-STORIED CONFIGURATION AT OLD NAVY NAGAR AND PROVISION OF 120 OFFICERS MD ACCN IN MULTI STORIED CONFIGURATION WITH MULTI LEVEL PARKING AT COLABA MUMBAI
2024_MES_650573_1
8114/GE/E8
Open Tender
Civil Works
Item Rate
168 days
Colaba
Please refer Tender Documents
7 documents required · 7 mandatory
₹500
GE (P) No 1 (NW) Mumbai
₹27,900
19 Jun 2024
27 Apr 2024
22 May 2024
27 Apr 2024
18 May 2024
4 May 2024
Amount
Conduction soil investigation as per IS: 1892-1997 by manually/hydraulic/calax rotary drilling of 100mm diameter with casing pipe/bentonite slurry if required, for supporting inner collapsible stratas below water table with holes in all sorts of soil up to depth of 20.00M (except soil/boulder/soft soil to hard rock) or up to the depth of refusal (N>50). Conducting standard penetration test (SPT) at regular interval or at any change of strata & submit the SBC report alongwith all test as mentioned in PS clause No 9. Submission of proper analytical & graphical report with detail calculation & design of soil bearing capacity, soil bearing pressure, type of foundation etc as per codal provision. if pile foundation are required the depth of pile shall be mentioned and pile capacity in compression, uplift & lateral load shall be given for 300, 400, 450, 500, 600, 1000 and 1200 mm dia pile as per codal provision including mobilization and demobilization of man power and equipments, Local shifting of equipments, data acquisition, processing & Interpretation and submission of draft & final report in soft copy and 4 sets of hard copies along with drawings complete all as specified and directed.
All as per item No 1 above but up to depth of 30.00M.
Shree Balaji Test House Pvt. Ltd.
Renuka Consultants
GEO DESIGNS AND RESEARCH PVT LTD
sunenterprises
stage.html
html • 0.07 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 .