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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAdmitted-Finance SHOP NO 2 KAMOTHE ANIRRUDHA HEIGHT KAMOTHE PLOT NO 168 VILLAGE TOWN SECTOR 34 CITY NAVI MUMBAI RAIGAD MAHARASHTRA 410209 INDIA | RAIGAD | MAHARASHTRA | 410209 | ₹3.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.6 Cr+₹1.9 Cr (52.5%)Admitted-Finance | ₹5.6 Cr+₹1.9 Cr (52.5%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | - | - | Not Admitted-Fee/PreQual/Technical Others-EMD received is not in order. |
| 4 | Not Admitted-Fee/PreQual/Technical 202 GALI NO D 36 CHHATTARPUR SOUTH WEST DELHI DELHI 110074 | SOUTH DELHI | DELHI | 110074 | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | M/s. S and R Geotechniques Pvt.Ltd. L1 | Fugro Geotech Pvt. Ltd. L2 |
|---|---|---|---|---|---|
| 1.00Mobilisation,setting up & demobilisation of machenary for core drilling aswell as recharging bore well drilling | |||||
| 1.10 | Mobilisation and demobilisation of boring rig and drilling rig as per clause no. 1.1 of Technical Specification. | 2 | nos | 1,50,000 ₹3,00,000 Lowest | 9,25,000 ₹18,50,000 |
| 1.20 | Shifting and Setting Up boring rig at different sites for core drilling of 116/150 dia drilling as per clause no. 1.2 of Technical Specification. | 11 | Lot | 35,000 ₹3,85,000 | 9,500 ₹1,04,500 Lowest |
| 1.30 | Shifting and setting up of 250 mm dia (DTH) drilling rig at different sites for recharge bore well as per clause no. 1.3 of Technical Specification. | 12 | Lot | 25,000 ₹3,00,000 | 9,500 ₹1,14,000 Lowest |
| 2.00 | Geophysical Investigation: Identification of suitable location, unwinding and winding of electrical cables and inserting and picking up of electrodes for Multi-Electrode Electrical Resistivity meter equipment for conducting Electrical Resistivity Tomography as per clause no. 2 of Technical Specification. | 15,000 | Metre | 280 ₹42,00,000 | 115 ₹17,25,000 Lowest |
| 3.00Geo Technical Investigation Carrying out Core Boring vertically through all kinds of soils, weathered rock and soft rock/boulders if any met during drilling with suitable and adequate equipment of diameter 116/150 mm as per clause no. 3 of Technical Specification. | |||||
| 3.10 | up to 50 m depth | 500 | Metre | 5,000 ₹25,00,000 | 4,900 ₹24,50,000 Lowest |
| 3.20 | from 50 m up to 100 m depth | 500 | Metre | 5,500 ₹27,50,000 | 5,372 ₹26,86,000 Lowest |
| 3.30 | from 100 m up to 150 m depth | 500 | Metre | 6,000 ₹30,00,000 Lowest | 6,021 ₹30,10,500 |
| 3.40 | from 150 m to 200 m depth | 100 | Metre | 7,000 ₹7,00,000 | 6,788 ₹6,78,800 Lowest |
Tender Value
₹4.1 Cr
EMD Value
₹9.6 L
Closing Date
25 Apr 2025, 6:00 pmClosed
C.E. and Head, Technical Services Division
Head, Technical Services Division, BARC, Trombay, Mumbai 400085
Hydro Geological and Geo Technical Investigation for evaluation of ground water recharge potential in BARC Trombay Mumbai 400085
2025_BARC_854729_1
BARC/TSD/ET/61/2024-25
Open Tender
Miscellaneous Works
Works
730 days
BARC, TROMBAY, Mumbai
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹9.6 L
Yes
22 May 2025
28 Mar 2025
1 May 2025
28 Mar 2025
25 Apr 2025
28 Mar 2025
28 Mar 2025 - 9 Apr 2025
Amount
Mobilisation,setting up & demobilisation of machenary for core drilling aswell as recharging bore well drilling
Mobilisation and demobilisation of boring rig and drilling rig as per clause no. 1.1 of Technical Specification.
Shifting and Setting Up boring rig at different sites for core drilling of 116/150 dia drilling as per clause no. 1.2 of Technical Specification.
Shifting and setting up of 250 mm dia (DTH) drilling rig at different sites for recharge bore well as per clause no. 1.3 of Technical Specification.
Geophysical Investigation: Identification of suitable location, unwinding and winding of electrical cables and inserting and picking up of electrodes for Multi-Electrode Electrical Resistivity meter equipment for conducting Electrical Resistivity Tomography as per clause no. 2 of Technical Specification.
Geo Technical Investigation Carrying out Core Boring vertically through all kinds of soils, weathered rock and soft rock/boulders if any met during drilling with suitable and adequate equipment of diameter 116/150 mm as per clause no. 3 of Technical Specification.
up to 50 m depth
from 50 m up to 100 m depth
from 100 m up to 150 m depth
from 150 m to 200 m depth
Conducting Lab Test and measuring True Specific gravity of rock core samples corresponding to each rocky strata as per clause no. 4 of Technical Specification.
Conducting Lab Test and measuring water absorption capacity of rock core samples as per clause no. 5 of Technical Specification.
Conducting Lab Test and measuring unit weight, water content, porosity, bulk density, dry density of rock sample corresponding to each rocky stratum clause no. 6 of Technical Specification.
Conducting Lab Test to measuring Unconfined compressive strength of rock core as per clause no.7 of Technical Specification
Conducting Lab Test & determination of ultrasonic wave velocity of rock core specimen and dynamic properties of rock samples as per clause no.8 of Technical Specification
Conducting Lab Test & Determination of hydraulic conductivity of rock core specimens in Laboratory as per clause no.9 of Technical Specification
Geophysical Logging
Carrying out Geophysical Logging with Acoustic and Optical Borehole Imager to delineate the structural analysis of the formation along with Deviation profile upto maximum 150 m per bore hole as per clause no. 10.1 of Technical Specification
Carrying out Geophysical Logging with Heat Pulse and Impeller Flow meter to delineate the inflows and outflows from the variuos structural fractures or fissures or induced structural events upto maximum 150 m per borehole as per clause no. 10.2 of Technical Specification
Carrying out Geophysical Logging with Natural Gamma , Fluid Temperature and conductivity to delineate the lithological variation due to natural Gamma radiation from the formation and to corelate the inflows and outflows from the variuos structural fractures or fissures or induced structural events with the Temperature and conductivity variation in the borehole fluid upto maximum 150m per borehole as per clause no. 10.3 of Technical Specification
Carrying out Geophysical Logging with Full wave Sonic to delineate the Sonic velocities and the dynamic properties of the rock strat to corelate with telviwer image for structural analysis of the ground as per clause no. 10.4 of Technical Specification.
Caliper logging asper ASTM (D6167-19) as per clause no. 10.5 of Technical Specification.
Chemical analysis of under ground water samples as per clause no. 10.6 of Technical Specification.
Geophysical Logging with Dual Focussed Shallow and Deep Resistivity logs upto 200 m as per clause no. 10.7 of Technical Specification.
Hydrogeological investigation Drilling by direct-rotary rig for 250 mm dia non-coring drilling for development of injection bore well by compressed air for pump test as per clause no. 11 of Technical Specification. .
Upto 50 m depth
From 50 m up to 100 m depth
From 100 m up to 150 m depth
From 150 m to 200 m depth
Carrying out Pump Out Test as per clause no. 12 of Technical Specification.
Carrying out Pump In Test as per clause no. 13 of Technical Specification.
Supply and installation of following sizes CPVC pipe as per clause no. 14 of Technical Specification
250 mm dia perforated CPVC pipe
150 mm dia perforated CPVC pipe
Supply and Installation of Pizometer for monitoring ground water level as per clause no. 15 of Technical Specification
Study of tropography , submission of individual reports based on the geological,geophysical ( 2D & 3 D), hydrological & lab testing investigation, Pump In and Pump Out test along with one final combine report and recommendation for rain water harvesting potential , location & type of recharge structure as per clause no. 16 of Technical Specification.
Cutting of vegetation at site for laying electrode as per clause no. 17 of Technical Specification
Manual excavation of soil for trial pit as per clause no. 18 of Technical Specification
Fugro Geotech Pvt. Ltd. (BID ID -3206491)
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