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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₹3.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹3.5 L+₹11,800 (3.53%)Admitted-Finance B 10 KRISHNA INDUSTRIAL ESTATE BIDC GORWA VADODARA 390 016 GUJARAT INDIA | VADODARA | VADODARA | GUJARAT | 390016 | L2 | Admitted-Finance | |
| 3 | L3₹3.6 L+₹29,040 (8.69%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GEO DESIGNS AND RESEARCH PVT LTD L2 | INERTIA ENGINEERING SOLUTIONS L3 | Sai Geotechnical Lab L1 |
|---|---|---|---|---|---|---|
| 1.00 | Survey- Carrying out topography survey work by using total station machine including collection of all important details on the field. All topographic details like roads (kaccha/pucca), nalla, tanks, wells, houses, drain, railway, high-tension line, electric poles, telephone poles, gas/water pipeline poles (Visible on ground), field bunds etc shall be collected. Spot levels shall be collected in 03m x 03m grid interval or near where undulation found. Submission of survey drawings in soft copy and 4 hard copies. | 1 | LS | 37,000 ₹37,000 | 39,500 ₹39,500 | 35,000 ₹35,000 Lowest |
| 2.00 | Structure Services : Mobilization and demobilization of tools/equipment's and personnel required to execute the job, including lodging & boarding expenses. | 1 | LS | 37,000 ₹37,000 | 39,500 ₹39,500 | 35,000 ₹35,000 Lowest |
| 3.00 | Soil Investigation: - Conducting Soil Investigation (bore hole) as per IS 1892: 1997 by manually / hydraulic /Calex rotary drilling of 100 150mm diameter with casing pipe/bentonite slurry if required, for supporting inner collapsible stratum below water table with potholes/helical auger in all sorts of soil (except soft soil/boulder/soft to hard rock) or up to the depth of refusal (N>50). Conducting standard penetration test (SPT) at regular interval & submitting the SBC report. Submission of proper analytical & graphical report with detail calculation & design of soil bearing capacity, soil bearing pressure, type of foundation etc. as per codal = OG NOS) provision. Submission of report as directed. (Bore Hole 08m depth= 06 Nos) | 48 | RM | 2,20,800 ₹2,20,800 | 2,34,240 ₹2,34,240 | 2,16,000 ₹2,16,000 Lowest |
| 4.00 | Trial Pit Trial pits (3m depth) including collection of samples for each strata in the excavated pit and conducting the soil investigation as per relevant IS Code and submission of results as directed. | 6 | Each | 51,000 ₹51,000 | 49,800 ₹49,800 | 48,000 ₹48,000 Lowest |
Tender Value
₹3.7 L
Closing Date
5 Jan 2026, 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 Campus, Near AOP Gate, Gandhi Nagar, Nasik-422006
As per Tender
2025_MES_745663_1
3512/NRC/QTN/03/E3
Limited
Job Works
Item Rate
30 days
Garrison Engineer Nasik Road
As per NIT
3 documents required · 3 mandatory
₹0
Exempted
14 Jan 2026
22 Dec 2025
7 Jan 2026
22 Dec 2025
5 Jan 2026
22 Dec 2025
Survey- Carrying out topography survey work by using total station machine including collection of all important details on the field. All topographic details like roads (kaccha/pucca), nalla, tanks, wells, houses, drain, railway, high-tension line, electric poles, telephone poles, gas/water pipeline poles (Visible on ground), field bunds etc shall be collected. Spot levels shall be collected in 03m x 03m grid interval or near where undulation found. Submission of survey drawings in soft copy and 4 hard copies.
Structure Services : Mobilization and demobilization of tools/equipment's and personnel required to execute the job, including lodging & boarding expenses.
Soil Investigation: - Conducting Soil Investigation (bore hole) as per IS 1892: 1997 by manually / hydraulic /Calex rotary drilling of 100 150mm diameter with casing pipe/bentonite slurry if required, for supporting inner collapsible stratum below water table with potholes/helical auger in all sorts of soil (except soft soil/boulder/soft to hard rock) or up to the depth of refusal (N>50). Conducting standard penetration test (SPT) at regular interval & submitting the SBC report. Submission of proper analytical & graphical report with detail calculation & design of soil bearing capacity, soil bearing pressure, type of foundation etc. as per codal = OG NOS) provision. Submission of report as directed. (Bore Hole 08m depth= 06 Nos)
Trial Pit Trial pits (3m depth) including collection of samples for each strata in the excavated pit and conducting the soil investigation as per relevant IS Code and submission of results as directed.
GEO DESIGNS AND RESEARCH PVT LTD (BID ID -3516476)
INERTIA ENGINEERING SOLUTIONS (BID ID -3516652)
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