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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37,800Accepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹38,900+₹1,100 (2.91%)Rejected-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹38,940+₹1,140 (3.02%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹50,000+₹12,200 (32.3%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST |
Tender Value
₹38,940
Closing Date
24 Jun 2020, 11:00 amClosed
GARRISON ENGINEER DAMAN
Garrison Engineer Daman, Tat Rakshak Vihar, Dalwada, Nani Daman Post, Daman (UT) PIN 396210
Soil investigation for provision of additional gate alongwith security post for OTM cum MD accn complex of ICGS Dahanu
2020_MES_351135_1
3006/JOB/01/E3
Limited
Survey and Investigation services
Item Rate
45 days
DAHANU
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
Exempted
27 Jul 2020
9 Jun 2020
26 Jun 2020
9 Jun 2020
24 Jun 2020
9 Jun 2020
(a) Boring hole as shown on drg 100 mm dia by rotory drilling in soil and 75mm dia in rock for investigation in any type of soil/rock/concrete floors and sub bases refusal including boulders weathered rock upto a depth of 15 mtrs or 5 mtrs in rock each or as directed by Engr-in-Charge alongwith SPT at every 1.50M, any carrying out SPT and other tests required for designing the foundation of bldgs for single storey bldg. (for security post accn). Contractor shall submit test report in detail complete in all respect, complete all as specified and as directed. (b) Test report should included all the test as required for designing the foundation such as STP values, bore logs soil classifications and also should cover general recommendation for the proposed type of foundation system, safe bearing capacity likely total settlement etc. The report shall be submitted in quintuplicate duly bounded in a presentable manner. The unit rates quoted shall be deemed to included the cost of submission of such reports and sample of soil (c) No water will be supplied by the department. (d) The report should contain following tests, as applicable to the soil on ground:- (i) Bore hole chart. (ii) Profile of all type bore holes. (iii) Bearing capacity calculation indicating SBC of soil with the type of foundation and depth. (iv) Consolidate test on undisturbed sample. (v) Chemicals analysis of ground water. (vi) Unconsolidated and un-drained triaxial shear test. (vii) Crushing strength of hard rock samples recovered. (viii) SBC of ground with type of foundation. (ix) Exsiting water table. (if meet) (x) Photographic record during progress.
GEO DESIGNS AND RESEARCH PVT LTD
Sai Geotechnical Lab
INERTIA ENGINEERING SOLUTIONS
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