Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | L1 | Accepted-AOC ACEEPTED BEING LOWEST TENDER | |
| 2 | L3₹2.6 L+₹69,500 (37.1%)Rejected-AOC | L3 | Rejected-AOC REJECTED BEING NOT LOWEST TENDER | |
| 3 | L4₹2.2 L+₹32,500 (17.3%)Rejected-AOC 2ND FLOOR PLOT NO E 19 104 155 BLOCK E P NO 19 SECTOR 3 ROHINI NORTH WEST DELHI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | L4 | Rejected-AOC REJECTED BEING NOT LOWEST TENDER | |
| 4 | Rejected-Technical 800 RAM NAGAR ROORKEE DISTT HARIDWAR UK PIN 247667 | ROORKEE | HARIDWAR | UTTARAKHAND | 247667 | - | Rejected-Technical VERIFIED BUT FIRM NOT aprroval from NABL |
Tender Value
₹2.7 L
Closing Date
6 Nov 2021, 6:00 pmClosed
GE I RND DEHRADUN
GE I RND DEHRADUN DEAL RESIDENTIAL COMPLEX RAIPUR ROAD DEHRADUN 248008
SOIL TESTING FOR PROVISION OF 28 NOS TYPE V MD ACCN AT DRDO RESIDENTIAL COMPLEX VIGYAN VIHAR UNDER GE (I) RND DEHRADUN
2021_MES_481921_1
3017/1/Q/2021-22/E3
Open Tender
Job Works
Item Rate
30 days
DEHRADUN
SCAN COPY of approvallab/Firm from NABL
2 documents required · 2 mandatory
₹0
Exempted
12 Nov 2021
14 Oct 2021
8 Nov 2021
14 Oct 2021
6 Nov 2021
23 Oct 2021
14 Oct 2021 - 23 Oct 2021
Amount
Mobilization and demobilization of Equipment , menpower & machine to site ( To & Fro)
Soil investigation to carryout sub soil exploration by conducting field test. Laboratory investigation and testing for recommending the suitable type of foundation with revelent parameter applicable to the recommended type of foundation for 2 bore hole of 15 mtr depth. The supporting details of field and laboratory teast in accordance relevent Indian standard i.e 1892, 1904,6602,1490,2720 and 8009 and SP 38 will be submitted along with recommedation. The sub soil exploration will consist of :- (a) Conducting boring for acertaing soil profile physical properties of the soil and recording bore log as IS 1892. Each bore hole of 15 mtr depth from ground level and each bore is of 150 mm dia, lower and actual depth may vary as per direction of GE (I) depanding upon soil profile. (b) Conducting of SPT as per IS 2131. The investigation shall be made at every 1.5 mtr of change of starta which ever occur earlier. The undisturbed soil sample shall be obtained at every 2.5 mtr as in such a manner that moisture content and structure do ot get altered and also to be collected at every change of strata and as necessary for recmommended type of foundation Note:- If hard soil strata not found up to 15 mtr depth then more depth is required for getting hard soil strata, then the rate of drilling test for bore holes as per applicable rate and payment shall be measured and paid as per quoted rate (Calculated in per RM) for drilling holes for found hard soil strata complete all as specified and directed.
MEENAKSHI GEOTECH
Geotech Engineering Services
stage.html
html • 0.05 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 .