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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 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 | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹6.2 L (2.76%)Admitted-Finance 124 A NSC BOSE ROAD KOLKATA 700 092 | KOLKATA | KOLKATA | WEST BENGAL | 700092 | ₹2.3 Cr+₹6.2 L (2.76%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 Cr+₹27.3 L (12.1%)Admitted-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | ₹2.5 Cr+₹27.3 L (12.1%) | L3 | Admitted-Finance |
| 4 | L4₹2.5 Cr+₹27.3 L (12.1%)Admitted-Finance | ₹2.5 Cr+₹27.3 L (12.1%) | L4 | Admitted-Finance |
| 5 | L5₹2.6 Cr+₹31.5 L (13.9%)Admitted-Finance | ₹2.6 Cr+₹31.5 L (13.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MYRTLE PROJECT AND CONSULTANCY PRIVATE LIMITED L5 | SECON Private Limtied L7 | Cengrs Geotechnia Pvt Ltd L4 | C E Testing Company Pvt. Ltd. L2 | Geo Designs and Research Pvt Ltd L3 | CEG Test House And Research Centre Pvt. Ltd. L6 | M/s. S and R Geotechniques Pvt.Ltd. L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00GENERAL NOTES : 1) Rates to be quoted by the bidders should be exclusive of GST for all the items but inclusive of all other taxes, duties, CESS, fee, royalty charges etc. levied under any statue for all the items. | ||||||||||
| 2.002) Site laboratory shall be established by the contractor to carry out all laboratory tests at BARC campus, Atchutapuram at specified location and as per direction of Engineer-In-Charge. 3) Clearance of site and preparation of approaches to the locations of the boreholes shall be carried out at all different areas of site for which no extra payment shall be made by BARC(V) separately. 4) Field record sheets shall be signed by both BARC representative and contractor's representative and be finally handed over to BARC(V) before processing the final bill. 5) All tests shall be carried out as per relevent standards /specification and cost of test (field/laboratory) inclusive of preparatin of report consisting of test procedure, results(tables/graphs, Model calculation etc) discussion and recommandation and submission of soft copy to BARC(V) for approval. Payments toward item is payable after completion of tests and submission of final report. 6) Full rate of any item will be paid after report submission and duly approved by BARC(V). However, part rate as decided by Engineer-In-Charge will be paid after completion of field/laboratory test. 7) All field/laboratory test shall be performed in presence of BARC(V) representative and witness of BARC(V) representative shall be obtained in the field records without fail. 8) Drilling rigs must be capable of vertical drilling through all kinds of soils and all types of soft to hard basaltic / Granite rock . The quoted rate shall exclude GST or any other taxes involved. | ||||||||||
| 3.00INSITU TESTS | ||||||||||
| 4.00 | Mobilisation and demobilisation of suitable boring and drilling plant and all other allied equipment like boring rigs, all other in-situ tests equipments, and all equipment necessary to do the work under scope of this contract etc. including all skilled and non-skilled personnel required for the work etc. complete and demobilisation of same on completion of entire work 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.
Notes:
1) A minimum of 3 rigs are to be deployed for execution of the work.
2) 30% of the amount will released after mobilisation of a minimum of 3 rigs.
3) 30% of the amount will released after setting up of site laboratory.
4) 40% the amount will released after demobilisation of rigs, lab equipment and clerance of site. | 1 | Job | 9,05,000 ₹9,05,000 | 5,25,000 ₹5,25,000 | 16,50,000 ₹16,50,000 | 14,00,000 ₹14,00,000 | 14,77,460 ₹14,77,460 | 5,00,000 ₹5,00,000 | 2,00,000 ₹2,00,000 Lowest |
| 5.00 | Setting up of boring rig at each borehole location including moves between borehole positions, 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. 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. | 100 | Nos. | 2,015 ₹2,01,500 Lowest | 10,500 ₹10,50,000 | 10,000 ₹10,00,000 | 3,000 ₹3,00,000 | 4,000 ₹4,00,000 | 3,500 ₹3,50,000 | 4,000 ₹4,00,000 |
| 6.00 | 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. | 800 | RM | 1,050 ₹8,40,000 Lowest | 2,100 ₹16,80,000 | 1,700 ₹13,60,000 | 1,500 ₹12,00,000 | 4,000 ₹32,00,000 | 2,500 ₹20,00,000 | 2,000 ₹16,00,000 |
| 7.00Drilling vertically through bedrock strata (Hard rock), using NX/ NQ size diamond bit, using 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, labeling 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 with requirements as per IS:4078 and as directed by Engineer In Charge. | ||||||||||
| 7.10 | 0m to 20m. From G.L | 1,800 | RM | 3,635 ₹65,43,000 | 3,935 ₹70,83,000 | 3,750 ₹67,50,000 | 3,000 ₹54,00,000 | 3,500 ₹63,00,000 | 3,400 ₹61,20,000 | 2,500 ₹45,00,000 Lowest |
| 7.20 | 20m to 40m. From G.L | 1,500 | RM | 3,965 ₹59,47,500 | 3,935 ₹59,02,500 | 3,750 ₹56,25,000 | 3,150 ₹47,25,000 | 3,000 ₹45,00,000 | 3,500 ₹52,50,000 | 2,900 ₹43,50,000 Lowest |
| 8.00 | 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 wax 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. | 300 | Nos | 350 ₹1,05,000 | 875 ₹2,62,500 | 50 ₹15,000 Lowest | 150 ₹45,000 | 100 ₹30,000 | 500 ₹1,50,000 | 500 ₹1,50,000 |
Tender Value
₹3.1 Cr
EMD Value
₹7.4 L
Closing Date
23 Apr 2025, 3:00 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 works for BARC colony in Ravipalem and Dopperla villages of Atchutapuram mandal, near Visakhapatnam District, A.P.
2025_BARC_853198_1
BARC(V)/CES/Geotech/173, Dated 13.03.2025
Open Tender
Civil Works - Others
Item Rate
480 days
Atchutapuram, Visakhapatnam
Please refer Tender documents
7 documents required · 7 mandatory
₹0
₹7.4 L
Atchutapuram,Visakhapatnam
12 Jun 2025
14 Mar 2025
1 May 2025
14 Mar 2025
23 Apr 2025
7 Apr 2025
14 Mar 2025 - 27 Mar 2025
27 Mar 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1GENERAL NOTES : 1) Rates to be quoted by the bidders should be exclusive of GST for all the items but inclusive of all other taxes, duties, CESS, fee, royalty charges etc. levied under any statue for all the items. | |||||
| 22) Site laboratory shall be established by the contractor to carry out all laboratory tests at BARC campus, Atchutapuram at specified location and as per direction of Engineer-In-Charge. 3) Clearance of site and preparation of approaches to the locations of the boreholes shall be carried out at all different areas of site for which no extra payment shall be made by BARC(V) separately. 4) Field record sheets shall be signed by both BARC representative and contractor's representative and be finally handed over to BARC(V) before processing the final bill. 5) All tests shall be carried out as per relevent standards /specification and cost of test (field/laboratory) inclusive of preparatin of report consisting of test procedure, results(tables/graphs, Model calculation etc) discussion and recommandation and submission of soft copy to BARC(V) for approval. Payments toward item is payable after completion of tests and submission of final report. 6) Full rate of any item will be paid after report submission and duly approved by BARC(V). However, part rate as decided by Engineer-In-Charge will be paid after completion of field/laboratory test. 7) All field/laboratory test shall be performed in presence of BARC(V) representative and witness of BARC(V) representative shall be obtained in the field records without fail. 8) Drilling rigs must be capable of vertical drilling through all kinds of soils and all types of soft to hard basaltic / Granite rock . The quoted rate shall exclude GST or any other taxes involved. | |||||
| 3INSITU TESTS | |||||
| 4 | Mobilisation and demobilisation of suitable boring and drilling plant and all other allied equipment like boring rigs, all other in-situ tests equipments, and all equipment necessary to do the work under scope of this contract etc. including all skilled and non-skilled personnel required for the work etc. complete and demobilisation of same on completion of entire work 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.
Notes:
1) A minimum of 3 rigs are to be deployed for execution of the work.
2) 30% of the amount will released after mobilisation of a minimum of 3 rigs.
3) 30% of the amount will released after setting up of site laboratory.
4) 40% the amount will released after demobilisation of rigs, lab equipment and clerance of site. | 1 | Job | - | - |
| 5 | Setting up of boring rig at each borehole location including moves between borehole positions, 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. 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. | 100 | Nos. | - | - |
| 6 | 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. | 800 | RM | - | - |
| 7Drilling vertically through bedrock strata (Hard rock), using NX/ NQ size diamond bit, using 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, labeling 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 with requirements as per IS:4078 and as directed by Engineer In Charge. | |||||
| 0.9 | 0m to 20m. From G.L | - | RM | - | - |
| 0.0 | 20m to 40m. From G.L | - | RM | - | - |
| 8Obtaining 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 wax 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. | |||||
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