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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 CrAccepted-Finance | ₹7.6 Cr | L1 | Accepted-Finance L1 Bidder |
| 2 | L2₹8.4 Cr+₹84.1 L (11.1%)Rejected-Finance 124 A NSC BOSE ROAD KOLKATA 700 092 | KOLKATA | KOLKATA | WEST BENGAL | 700092 | ₹8.4 Cr+₹84.1 L (11.1%) | L2 | Rejected-Finance L2 Bidder |
| 3 | Rejected-Technical B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | - | - | Rejected-Technical Not meeting PQ Criteria. |
| 4 | Not Admitted-Fee/PreQual/Technical OFFICE NO 1301 TO 1310 ZION PLOT 273 SECTOR 10 KHARGHAR NAVI MUMBAI RAIGAD MAHARASHTRA 410210 INDIA | RAIGAD | MAHARASHTRA | 410210 | - | - | Not Admitted-Fee/PreQual/Technical Others-As per NIT Gerneral Details Sr. no. 5 and Schedule A Sr. No. 31. EMD / Bid Security not submitted by the bidder. |
| 5 | Not Admitted-Fee/PreQual/Technical SHOP NO 2 KAMOTHE ANIRRUDHA HEIGHT KAMOTHE PLOT NO 168 VILLAGE TOWN SECTOR 34 CITY NAVI MUMBAI RAIGAD MAHARASHTRA 410209 INDIA | RAIGAD | MAHARASHTRA | 410209 | - | - | Not Admitted-Fee/PreQual/Technical Others-As per NIT Gerneral Details Sr. no. 5 and Schedule A Sr. No. 31. EMD / Bid Security not submitted by the bidder. |
| Sl No | Description | Qty | Unit | C E TestingCompany Pvt Ltd L2 | Cengrs Geotechnica Pvt. Ltd. L1 |
|---|---|---|---|---|---|
| 1.00 | Rotary boring/ drilling of ‘SX’ size holes vertically to log and collect samples through all kinds of soils with adequate and suitable equipment for depths below existing ground level as per specifications, drawings and as directed by the Engineer.
Note : The quoted rate shall include the following:
1. Mobilization and Demobilization of adequate numbers of suitable boring and drilling rigs of hydraulic type, including necessary drilling rods, pumps, miscellaneous equipment, tools, spares, consumables etc. adequate for each set of plant, survey equipment, etc. Additional rigs and equipment shall be mobilized by contractor, if needed, for timely completion of the work at his own cost.
2. Deployment of technical, skilled, semi skilled & unskilled man power required for carrying out the complete work as per specifications & drawings.
3. Providing suitable temporary removable casing for ensuring stability of boreholes in soil/ weathered rock.
4. Measurement of ground water level as per specifications & drawings.
5. Maintenance of drilling records and submission of final geological logs in hardcopy as well as soft copy. | 1,250 | RM | 1,770 ₹22,12,500 | 1,298 ₹16,22,500 Lowest |
| 1.01 | Conducting Standard Penetration Test (SPT) in the bore holes in soil as per IS-2131 | 350 | each | 177 ₹61,950 | 118 ₹41,300 Lowest |
| 1.02 | Providing and installing permanent new PVC casing of HX size dia in the already drilled SX size holes including filling the annular space by Bentonite / other suitable material as directed by EIC along with necessary coupling, cutting, threading etc. complete, in the above specified drilled holes, wherever asked for by the Engineer. Note: These PVC cased holes will be used for carrying out cross hole tests to find shear wave velocities in the foundation strata. The casing is required only for soil portion of the hole. | 400 | RM | 590 ₹2,36,000 | 295 ₹1,18,000 Lowest |
| 2.00 | Obtaining Undisturbed tube / piston soil samples, 90 mm diameter & 450 mm long from all depths of the drilled boreholes, necessary sealing and transporting the same to testing laboratory as per specifications and as directed by the engineer. Collection of undisturbed samples may require deployment of special samplers depending on the soil type encountered. | 250 | Nos. | 295 ₹73,750 | 118 ₹29,500 Lowest |
| 3.00Same as item no.1 but with NX size holes in rock formations (excluding carrying out SPT) below existing ground level, including collection, numeration and logging of cores, supply of wooden core sample boxes, painting, labeling of boxes, putting core samples in the core boxes, labeling of cores samples, colour photographs (100mm x 150 mm) of boxes with cores samples placed inside the boxes and transporting and storing in core samples library at location indicated by engineer, measurement of ground water level etc. complete as per specifications & drawings.The core boxes shall be paid in separate item.The diameter of rock cores to be extracted will be 54.7 mm (Nx size). Wire line drilling will not be permitted. Rotary drilling for following depths: | |||||
| 3.01 | From GL up to a depth of 20 M below GL | 5,000 | RM | 2,950 ₹1,47,50,000 Lowest | 2,950 ₹1,47,50,000 Lowest |
| 3.02 | From >20 M below GL to 40 M below GL | 4,460 | RM | 3,304 ₹1,47,35,840 | 2,950 ₹1,31,57,000 Lowest |
| 3.03 | From >40 M below GL to 60 M below GL | 2,545 | RM | 3,658 ₹93,09,610 | 3,350 ₹85,25,750 Lowest |
| 3.04 | From >60 M below GL to 80 M below GL | 1,135 | RM | 4,425 ₹50,22,375 | 3,540 ₹40,17,900 Lowest |
| 3.05 | From >80 M below GL to 100 M below GL | 780 | RM | 5,015 ₹39,11,700 | 4,130 ₹32,21,400 Lowest |
Tender Value
₹6.6 Cr
EMD Value
₹13.2 L
Closing Date
1 Jul 2025, 10:00 amClosed
Chief Construction Engineer, CMPAPP
Chutka Madhya Pradesh Atomic Power Project, 5 th Floor Sanchar Vikas Bhawan, Residency Road, Near Head Post Office, Civil Line, Jabalpur (MP) - 482001
Carrying out detailed Geo-Technical, Geo-physical investigations and Hydrogeological studies at CMPAPP-1and2.
2025_NPCIL_234313_1
NPCIL/CMPAPP/2025/CIVIL/PT-80
Open Tender
Civil Works - Others
Item Rate
457 days
Village Chutka Teh Narayanganj, Dist. Mandla
As per tender document
5 documents required · 5 mandatory
₹0
₹13.2 L
Yes
JABALPUR, MADHYA PRADESH
7 Sept 2026
10 Jun 2025
2 Jul 2025
10 Jun 2025
1 Jul 2025
23 Jun 2025
10 Jun 2025 - 18 Jun 2025
20 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Rotary boring/ drilling of ‘SX’ size holes vertically to log and collect samples through all kinds of soils with adequate and suitable equipment for depths below existing ground level as per specifications, drawings and as directed by the Engineer.
Note : The quoted rate shall include the following:
1. Mobilization and Demobilization of adequate numbers of suitable boring and drilling rigs of hydraulic type, including necessary drilling rods, pumps, miscellaneous equipment, tools, spares, consumables etc. adequate for each set of plant, survey equipment, etc. Additional rigs and equipment shall be mobilized by contractor, if needed, for timely completion of the work at his own cost.
2. Deployment of technical, skilled, semi skilled & unskilled man power required for carrying out the complete work as per specifications & drawings.
3. Providing suitable temporary removable casing for ensuring stability of boreholes in soil/ weathered rock.
4. Measurement of ground water level as per specifications & drawings.
5. Maintenance of drilling records and submission of final geological logs in hardcopy as well as soft copy. | 1,250 | RM | 1,185 | ₹14,81,250 |
| 1.01 | Conducting Standard Penetration Test (SPT) in the bore holes in soil as per IS-2131 | 350 | each | 209 | ₹73,150 |
| 1.02 | Providing and installing permanent new PVC casing of HX size dia in the already drilled SX size holes including filling the annular space by Bentonite / other suitable material as directed by EIC along with necessary coupling, cutting, threading etc. complete, in the above specified drilled holes, wherever asked for by the Engineer. Note: These PVC cased holes will be used for carrying out cross hole tests to find shear wave velocities in the foundation strata. The casing is required only for soil portion of the hole. | 400 | RM | 436 | ₹1,74,400 |
| 2 | Obtaining Undisturbed tube / piston soil samples, 90 mm diameter & 450 mm long from all depths of the drilled boreholes, necessary sealing and transporting the same to testing laboratory as per specifications and as directed by the engineer. Collection of undisturbed samples may require deployment of special samplers depending on the soil type encountered. | 250 | Nos. | 209 | ₹52,250 |
| 3Same as item no.1 but with NX size holes in rock formations (excluding carrying out SPT) below existing ground level, including collection, numeration and logging of cores, supply of wooden core sample boxes, painting, labeling of boxes, putting core samples in the core boxes, labeling of cores samples, colour photographs (100mm x 150 mm) of boxes with cores samples placed inside the boxes and transporting and storing in core samples library at location indicated by engineer, measurement of ground water level etc. complete as per specifications & drawings.The core boxes shall be paid in separate item.The diameter of rock cores to be extracted will be 54.7 mm (Nx size). Wire line drilling will not be permitted. Rotary drilling for following depths: | |||||
| 3.01 | From GL up to a depth of 20 M below GL | 5,000 | RM | 1,642 | ₹82,10,000 |
| 3.02 | From >20 M below GL to 40 M below GL | 4,460 | RM | 2,079 | ₹92,72,340 |
| 3.03 | From >40 M below GL to 60 M below GL | 2,545 | RM | 2,370 | ₹60,31,650 |
| 3.04 | From >60 M below GL to 80 M below GL | 1,135 | RM | 2,515 | ₹28,54,525 |
| 3.05 | From >80 M below GL to 100 M below GL | 780 | RM | 2,952 | ₹23,02,560 |
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