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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹7.5 L (6.14%)Rejected-Finance | ₹1.3 Cr+₹7.5 L (6.14%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.4 Cr+₹18.7 L (15.4%)Rejected-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 | ₹1.4 Cr+₹18.7 L (15.4%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.5 Cr+₹25.1 L (20.7%)Rejected-Finance 124 A NSC BOSE ROAD KOLKATA 700 092 | KOLKATA | KOLKATA | WEST BENGAL | 700092 | ₹1.5 Cr+₹25.1 L (20.7%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.6 Cr+₹39.0 L (32.0%)Rejected-Finance 11 13 39 RD NO 3 GREEN HILLS COLONY SAROORNAGAR HYDERABAD TELANGANA 500035 | RANGA REDDY | TELANGANA | 500035 | ₹1.6 Cr+₹39.0 L (32.0%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Geo Designs and Research Pvt Ltd L1 | KCT Consultancy services L2 | M/s. S and R Geotechniques Pvt.Ltd. L3 | C E Testing Company Pvt. Ltd. L4 | Manglam Consultancy Services Hyderabad L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00INSITU TESTS | ||||||||
| 1.01 | Mobilisation and demobilisation of suitable boring and drilling plant and all other allied equipment like boring rigs, all other in-situ tests equippments, and all equipment necessary to do the work under scope of this work etc. including all skilled and non-skilled personnel required for the work etc. complete and demobilisation of same on completion and removal from site (CONTRACTOR to mobilise sufficient equipment to the site in order to complete the work within the stipulated time-frame.) Drilling rigs must be capable of vertical drilling through all kinds of soils and all types of soft to hard basaltic / Granite rock all as per specification & drawing and as directed by the Engineer-In-charge. | 1 | Job | 2,50,000 ₹2,50,000 | 5,00,000 ₹5,00,000 | 1,50,000 ₹1,50,000 Lowest | 17,50,000 ₹17,50,000 | 2,75,000 ₹2,75,000 |
| 1.02 | Setting up of boring rig at each location, for each borehole location only once for each borehole location including moves between borehole position, locating and marking the location on the ground by actual survey, setting up all field test equipment and bringing all personnel to the location, making area good for setting up rig etc. complete. (receiving boreholes of cross borehole test are also to be setup) Any criss-cross or back and forth movement of the rig can take place, all as per specification & drawing and as directed by the Engineer-in-charge. | 69 | Nos. | 1,800 ₹1,24,200 Lowest | 1,800 ₹1,24,200 Lowest | 3,000 ₹2,07,000 | 2,500 ₹1,72,500 | 3,000 ₹2,07,000 |
| 1.03 | 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 or more for all depths measured below existing ground level at rig location, casing shall be provided wherever required & as directed by Engineer-In-Charge.
Note: Core recovery of 20% and less is also considered as boring through soil,weathered rock and soft rock boulders. | 745 | Rmt | 2,350 ₹17,50,750 | 1,850 ₹13,78,250 | 1,750 ₹13,03,750 Lowest | 2,000 ₹14,90,000 | 2,450 ₹18,25,250 |
| 1.04Drilling vertically through bedrock strata (weathered/Hard rock), using NX/ NQ size diamond bit, using (wireline, if required) double tube core barrel with suitable core catcher, including collection and logging of cores, placing them in approved core boxes made of Galvanised Iron (GI) 22 guage of standard size, numbering and indexing each core, noting the lithology, colour photographs (100X150mm size) of rock cores, locking arrangements, labelling and transporting the boxes to core store/laboratory located with in BARC (V) campus and as per the direction of EIC for the following depths measured from existing ground level all as per requirements and as per IS:4078 and as directed by Engineer-In-Charge . | ||||||||
| 1.04 | 0m to 20m. From G.L | 690 | Rmt | 3,000 ₹20,70,000 | 1,975 ₹13,62,750 Lowest | 2,275 ₹15,69,750 | 2,500 ₹17,25,000 | 2,800 ₹19,32,000 |
| 1.04 | 20m to 40m. From G.L | 690 | Rmt | 3,050 ₹21,04,500 | 2,050 ₹14,14,500 Lowest | 2,500 ₹17,25,000 | 2,750 ₹18,97,500 | 3,050 ₹21,04,500 |
| 1.05 | Obtaining 90mm diameter, 450mm long undisturbed soil samples (UDS) from boreholes at every change in stratum or for every 1.5m stratum depth, whichever is less, as per IS:2132, WITH JARRING LINK and sealing and labelling the container & to be tested in site laboratory used for determining various parameters all as per specifications and as directed by Engineer-In-charge.
Note:First UDS sample shall be collected at 0.5m /1.0m depth in general. | 296 | Nos | 25 ₹7,400 Lowest | 250 ₹74,000 | 700 ₹2,07,200 | 150 ₹44,400 | 250 ₹74,000 |
| 1.06 | Conducting Standard Penetration Tests (SPT) soil, soft and weathered rock at every change in stratum or 1.5m, whichever is less, as per IS:2131, and collecting, packaging and labelling disturbed soil/rock samples above and with a part of the distrubed soil samples from SPT sampler to be coated with paraffin wax and sealed immediately after collection to completely retain all moisture within the sample (to be used in laboratory for Grain Sieve Analysis, hydrometer or pipette analysis, Liquid Limit, Plastic Limit, Plastic Index, Specific Gravity, chemical analysis and any other tests), and other part of the sample to be collected, packaged, sealed, labelled and to be placed in core boxes all as per specifications and as directed by Engineer-In-Charge. | 285 | Nos | 25 ₹7,125 Lowest | 225 ₹64,125 | 300 ₹85,500 | 100 ₹28,500 | 250 ₹71,250 |
| 1.07 | Conducting Standard Penetration Tests (SPT) in soil, soft and weathered rock at every change in stratum or 1.5m, whichever is less, as per IS:2131, and collecting, packaging, sealing and labelling disturbed soil/rock samples and to be placed in core boxes all all as per specifications and as directed by Engineer-In-Charge. | 340 | Nos | 25 ₹8,500 Lowest | 350 ₹1,19,000 | 400 ₹1,36,000 | 100 ₹34,000 | 250 ₹85,000 |
Tender Value
₹2.4 Cr
EMD Value
₹5.6 L
Closing Date
12 Jan 2026, 3:30 pmClosed
Chief Engineer, BARC, Visakhapatnam
UC-1 Annex office, BARC(V) main campus, Gajuwaka-Yellamanchili Road, Maduturu Sub Post Office, Visakhapatnam-531 011
Geotechnical Investigation of upcoming rare metal facilities and Jetty Land site and other miscellaneous works at BARC, Near Visakhapatnam, A.P.
2025_BARC_889215_1
BARC(V)/GeotechJettyland/204
Open Tender
Civil Works - Others
Item Rate
270 days
Atchutapuram, Visakhapatnam
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹5.6 L
Atchutapuram,Visakhapatnam
25 Aug 2026
10 Dec 2025
20 Jan 2026
10 Dec 2025
12 Jan 2026
5 Jan 2026
10 Dec 2025 - 23 Dec 2025
23 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INSITU TESTS | |||||
| 1.01 | Mobilisation and demobilisation of suitable boring and drilling plant and all other allied equipment like boring rigs, all other in-situ tests equippments, and all equipment necessary to do the work under scope of this work etc. including all skilled and non-skilled personnel required for the work etc. complete and demobilisation of same on completion and removal from site (CONTRACTOR to mobilise sufficient equipment to the site in order to complete the work within the stipulated time-frame.) Drilling rigs must be capable of vertical drilling through all kinds of soils and all types of soft to hard basaltic / Granite rock all as per specification & drawing and as directed by the Engineer-In-charge. | 1 | Job | - | - |
| 1.02 | Setting up of boring rig at each location, for each borehole location only once for each borehole location including moves between borehole position, locating and marking the location on the ground by actual survey, setting up all field test equipment and bringing all personnel to the location, making area good for setting up rig etc. complete. (receiving boreholes of cross borehole test are also to be setup) Any criss-cross or back and forth movement of the rig can take place, all as per specification & drawing and as directed by the Engineer-in-charge. | 69 | Nos. | - | - |
| 1.03 | 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 or more for all depths measured below existing ground level at rig location, casing shall be provided wherever required & as directed by Engineer-In-Charge.
Note: Core recovery of 20% and less is also considered as boring through soil,weathered rock and soft rock boulders. | 745 | Rmt | - | - |
| 1.04 | Drilling vertically through bedrock strata (weathered/Hard rock), using NX/ NQ size diamond bit, using (wireline, if required) double tube core barrel with suitable core catcher, including collection and logging of cores, placing them in approved core boxes made of Galvanised Iron (GI) 22 guage of standard size, numbering and indexing each core, noting the lithology, colour photographs (100X150mm size) of rock cores, locking arrangements, labelling and transporting the boxes to core store/laboratory located with in BARC (V) campus and as per the direction of EIC for the following depths measured from existing ground level all as per requirements and as per IS:4078 and as directed by Engineer-In-Charge . | - | - | - | - |
| 1.041 | 0m to 20m. From G.L | 690 | Rmt | - | - |
| 1.042 | 20m to 40m. From G.L | 690 | Rmt | - | - |
| 1.05 | Obtaining 90mm diameter, 450mm long undisturbed soil samples (UDS) from boreholes at every change in stratum or for every 1.5m stratum depth, whichever is less, as per IS:2132, WITH JARRING LINK and sealing and labelling the container & to be tested in site laboratory used for determining various parameters all as per specifications and as directed by Engineer-In-charge.
Note:First UDS sample shall be collected at 0.5m /1.0m depth in general. | 296 | Nos | - | - |
| 1.06 | Conducting Standard Penetration Tests (SPT) soil, soft and weathered rock at every change in stratum or 1.5m, whichever is less, as per IS:2131, and collecting, packaging and labelling disturbed soil/rock samples above and with a part of the distrubed soil samples from SPT sampler to be coated with paraffin wax and sealed immediately after collection to completely retain all moisture within the sample (to be used in laboratory for Grain Sieve Analysis, hydrometer or pipette analysis, Liquid Limit, Plastic Limit, Plastic Index, Specific Gravity, chemical analysis and any other tests), and other part of the sample to be collected, packaged, sealed, labelled and to be placed in core boxes all as per specifications and as directed by Engineer-In-Charge. | 285 | Nos | - | - |
| 1.07 | Conducting Standard Penetration Tests (SPT) in soil, soft and weathered rock at every change in stratum or 1.5m, whichever is less, as per IS:2131, and collecting, packaging, sealing and labelling disturbed soil/rock samples and to be placed in core boxes all all as per specifications and as directed by Engineer-In-Charge. | 340 | Nos | - | - |
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