Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-Finance 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | ₹1.4 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹2.2 L+₹82,400 (58.0%)Accepted-Finance | ₹2.2 L+₹82,400 (58.0%) | L2 | Accepted-Finance Other than lowest bidder |
| 3 | L3₹2.3 L+₹83,500 (58.8%)Accepted-Finance | ₹2.3 L+₹83,500 (58.8%) | L3 | Accepted-Finance Other than lowest bidder |
| 4 | L4₹2.5 L+₹1.1 L (78.3%)Accepted-Finance | ₹2.5 L+₹1.1 L (78.3%) | L4 | Accepted-Finance Other than lowest bidder |
| 5 | L5₹2.5 L+₹1.1 L (79.6%)Accepted-Finance | ₹2.5 L+₹1.1 L (79.6%) | L5 | Accepted-Finance Other than lowest bidder |
Tender Value
₹2.9 L
Closing Date
28 Feb 2022, 6:00 pmClosed
GE North Bikaner
GE NORTH BIKANER BIKANER MILITARY STATION
JOB WORK FOR SOIL INVESTIGATION FOR AVN HANGAR AT MFFR UNDER GE(NORTH) BIKANER
2022_MES_508000_1
3055/JOB WORK/TOKEN/13/E3/2021-2022
Open Tender
Job Works
Works
30 days
MFFR
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
Exempted
9 Mar 2022
14 Feb 2022
2 Mar 2022
14 Feb 2022
28 Feb 2022
15 Feb 2022
Amount
Drilling of Bore Holes in All soil (Except hard Rock) upto 10 mtr or (N Value 50) or refusal whichever is earlier and conductio penetration test as per IS : 2131 1931) in collection of distribution / undistributed including esting soil sample in laboratory for ground water ayalysis preparation and submission or report. (a) Grain size ayalysis (b) Atterbergs limits i.e LI&PI (c) Specific Gravity (d) Fielf Density (e) Direct Shear Test (f) Thraxial Compression Test (g) Unconfined Compression (h) Modulus Sub Graded Reaction (j) Free swell index and selling property of soil. (k) Soil Profile
Plate load Test at a depth of 3 mtr, 4 mtr at one location to determine the test pressure on soil by plate of size 0.3m x 0.3m placed in a pit of size five times the plate size at Depth 3.5 mtr and 4 mtr from foundation level.
Determination of penetration in situ
Determination of organic material in soil by wet combustion
Determination of modulus of sub grade (K value) as per IS 9214 latest revision loading values will be mentioned by consultant for K Value calculation alongwith recommendations Note : Location of bore holes, plate load will be provided during execution of work.
Research and Engineer Enterprises
National Soil Testing and Research Laboratories
SUVIDHI TESTING ENGINEERS
Soigne Engineering Consultants
MEENAKSHI GEOTECH
stage.html
html • 0.06 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 .