Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC BIMAL SINHA SARANI HAKIMPARA SILIGURI SILIGURI HAKIMPARA DARJEELING WEST BENGAL 734001 | JALPAIGURI | WEST BENGAL | 734001 | ₹1.3 L | L1 | Accepted-AOC The bidder is L1 and rate is reasonable |
| 2 | L2₹1.7 L+₹40,120 (30.9%)Rejected-Finance | ₹1.7 L+₹40,120 (30.9%) | L2 | Rejected-Finance Being L2 Bidder |
Tender Value
₹1.3 L
Closing Date
8 Oct 2022, 11:00 amClosed
Avinash Mishra IDSE EE
GE (I) (CG) Bhubaneswar Kokila residency 2nd Floor Anant Vihar Pokhariput Bhubaneswar 751020
Soil investigation for Provision of high security wall and allied facilities at 10 Acres CG Land at ICGS Gopalpur
2022_MES_547479_3
3005/e-Qtn 2022-23/10/E3
Open Tender
Miscellaneous Works
Item Rate
30 days
MES Det at ICGS Gopalpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
Exempted
24 Nov 2022
22 Sept 2022
10 Oct 2022
22 Sept 2022
8 Oct 2022
23 Sept 2022
Amount
Mobilization and demobilization of rotary wash boring ring with all accessories nad other necessary tools for boring (Transportation and men & material to site)
Shifting of boring equpment with all accessories from one location to another boring location including all labour and materials
Boring 150mm dia in all types of soils up to 5.0m collection soils samples both distrubed and undistrubed (UD) for testing for physical properties.
Carrying out standard pertration test (SPT) as per IS : 2131-1963 at site at required depths up to refusal.
Carrying out labouratory test on collected soil samples like grain size analysis, atterberg limits, filed moisture density, % moisture contens, avoid ratio, UGS test and directg shear test, taking SS WL index and aggregate properties and testing on rock samples etc (if any)
Preparation of Techincal Report consists of geotechinical investiogation data sheets, interpretation of results of lab tests and submission of reports (6 sets) duly vetted by AU/NIT/IIT including Plie load capacity analysis and report (in case of deep foundation is recommended ) for Two different size (dia meter) Plies as directed by Garrison Engineer.
All as per item No 2.01 here-in-before but 6.0m depth.
Subudhi Technoengineers 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 .