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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹1.9 L+₹12,000 (6.67%)Rejected-Finance B 10 KRISHNA INDUSTRIAL ESTATE BIDC GORWA VADODARA 390 016 GUJARAT INDIA | VADODARA | VADODARA | GUJARAT | 390016 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹2.3 L+₹45,000 (25.0%)Rejected-Finance | L3 | Rejected-Finance Not Lowest |
Tender Value
₹1.6 L
Closing Date
5 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Garrison Engineer Nasik Road
Garrison Engineer Nasik Road AOP Complex Near AOP Gate PO Gandhinagar Nasik 422006
As per Tender Documents
2025_MES_703655_3
3512/NRC/QTN/02/E3
Limited
Job Works
Item Rate
30 days
Garrison Engineer Nasik Road
As per NIT
3 documents required · 3 mandatory
₹0
Exempted
14 Jul 2025
31 May 2025
7 Jun 2025
31 May 2025
5 Jun 2025
31 May 2025
Survey with Advance Instrument DGPS/Total Station Contouring & Plan Table Survey with Location obstruction Structure, Tree, Electrical Pole, Compound Wall, Fencing, Well, Etc.
Mobilisation and drilling equipment, accessories, personnel etc. to site location and demobilization of the same after completion of work.
(a) Drilling of Exploratory bore holes size up to 100 mm dia. In soil / soft murum. Also Conducting SPT and collecting disturbed samples (soil where SPT N<50). (b) Drilling of Exploratory bore holes size 'NX' size in rock, extracting rock cores, serially marking them as per specifications using single tube core barrel (rock where SPT >50).
Core boxes for preserving core samples.
a) Sieve Analysis b) Atterbergs Limits:Liquid Limit (LL) and Plastic Limit (PL) c) In-situ dry Density of soil samples from UDS d) Specific Gravity of Soil e) Field dry density & Natural Moisture Content f) Unconfined Compressive strength g) Shear Parameters from shear test (C & $) Conducting Laboratory test on Rock core samples a) Dry density b) Specific gravity of Rock. c) Water absorption d) Porosity e) Unconfined Comp. Strength test
Submission of detailed geotechnical report including results of all field and laboratory test and foundation recommendations.
GEO DESIGNS AND RESEARCH PVT LTD (BID ID -3314351)
INERTIA ENGINEERING SOLUTIONS (BID ID -3314586)
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