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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-AOC 49 2 BANGUR AVENUE BLOCK C KOLKATA 700055 | KOLKATA | KOLKATA | WEST BENGAL | 700055 | ₹32.5 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹35.5 L+₹3.0 L (9.36%)Rejected-Finance FLAT NO 1 SAMATA CHS SECTOR NO 7 SHREENAGAR THANE W 400604 | THANE | MAHARASHTRA | 400604 | ₹35.5 L+₹3.0 L (9.36%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹44.4 L+₹11.9 L (36.6%)Rejected-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | ₹44.4 L+₹11.9 L (36.6%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹45.9 L+₹13.4 L (41.1%)Rejected-Finance AL 5 2 6 SUYOG APARTMENT NEAR CHINCHOLI GARDEN SECTOR 05 AIROLI NAVI MUMBAI 400708 ADMIN OFFICE AT RTC 30 TTC INDUSTRIAL AREA RABALE MIDC BEHIND FIRE BRIGADE NAVI MUMBAI 400701 | THANE | MAHARASHTRA | 400708 | ₹45.9 L+₹13.4 L (41.1%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹51.9 L+₹19.4 L (59.7%)Rejected-Finance D 245 SECTOR 10 NOIDA 201301 UTTAR PRADESH | NOIDA | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | ₹51.9 L+₹19.4 L (59.7%) | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | SKW SOIL AND SURVEY CO L4 | CENTRE FOR ADVANCED ENGINEERING L1 | M/s. S and R Geotechniques Pvt.Ltd. L6 | BECQUEREL INDUSTRIES PVT. LTD. L3 | RENUKA CONSULTANTS (EXPLORERS AND DESIGNERS) PRIVATE LIMITED L2 | AECS ENGINEERING & GEOTECHNICAL SERVICES PVT. LTD. L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | A. Field Data Studies:
Conducting Survey for land and water body using Total Station and other suitable instrument including apex to apex traverse showing all salient features like permanent structures, roads, culverts, nalla, HT lines, telephones, sewer lines, marking trees nos and list of trees, girth type of tree etc. and establishing true North at site as directed by the Engineer and preparation of drawing etc. complete. The fixing of traverse to be done with total station and plane table with conventional method. Taking levels at every 5m c/c grid in the given area and plotting of contours at 0.5 m intervals. Taking invert levels of the existing drains along the length of the drain culvert, inlets, outlets etc complete at 10m interval including rain water, sewer line, chambers and septic tanks and submit a separate drawing for the same showing the top and invert levels.
Note: (1) Invert levels of all drains and chambers and their locations shall be clearly marked on the drawing.
(2) Seperate drawings shall be provided indicating all invert levels of chambers , sewer &storm water drainage lines.
(3) 3 sets of hard copies of the drawings in A0 size sheets shall be submitted alongwith soft copy. | 6 | Per Acre | 15,000 ₹90,000 | 5,000 ₹30,000 Lowest | 10,000 ₹60,000 | 22,000 ₹1,32,000 | 9,800 ₹58,800 | 25,000 ₹1,50,000 |
| 2.00 | B. Geotechnical Investigation:
Mobilisation and demobilisation of suitable boring plant and all other allied equipments like Minimum 2 boring rigs or as required number of boring rigs to complete the job in time, survey equipments and all other insitu tests equipments and manpower required to complete the scope of this work. | 1 | Job | 40,000 ₹40,000 Lowest | 4,10,000 ₹4,10,000 | 3,00,000 ₹3,00,000 | 1,19,300 ₹1,19,300 | 1,55,000 ₹1,55,000 | 2,00,000 ₹2,00,000 |
| 3.00 | Setting up of boring rig at each location, only once for each borehole location including moves between borehole position greater than 5 M locating and marking the location on the ground by actual survey, setting up all field test equipments and bringing all personnel to the location, making area good for setting up rig etc. complete. | 9 | Nos | 2,000 ₹18,000 Lowest | 3,500 ₹31,500 | 10,000 ₹90,000 | 2,300 ₹20,700 | 7,000 ₹63,000 | 5,000 ₹45,000 |
| 4.00Boring vertically through all kinds of soils, weathered rock and soft rock, boulders, if any met during drilling with suitable and adequate equipment as required for the depth as measured below existing ground level. Note:(1) RQD of 10% and less will be considered as weathered/soft rock. (2) The soft or weathered rock underlying hard rock with thickness greater than 0.5 M will be considered as soft or weathered rock. (3) Core recovery of 20% and less also considered as soft rock at appropriate depth. 4) Bore holes, location, depth as specified in the drawing or as specified by Engineer incharge. | |||||||||
| 4.10 | 0 m to 10 m. From G.L | 90 | RM | 2,000 ₹1,80,000 | 260 ₹23,400 Lowest | 2,000 ₹1,80,000 | 2,000 ₹1,80,000 | 2,200 ₹1,98,000 | 3,000 ₹2,70,000 |
| 4.20 | 10 m to 20 m from G.L. | 20 | RM | 2,000 ₹40,000 | 260 ₹5,200 | 2,200 ₹44,000 | 3,000 ₹60,000 | 50 ₹1,000 Lowest | 4,500 ₹90,000 |
| 5.00Drilling vertically through bedrock strata (Hard rock), using Nx size diamond bit, using double tube core barrel with suitable core catcher, including collection and logging of cores, placing them in approved wooden core boxes made up of 25mm thick planks with partitions of 12mm thick as per relevant IS with a coat of Anti Termite chemical in a proper sequence, numbering each core, noting the lithology, colour photographs (100X150mm size) of rock cores, locking arrangements, labeling and transporting the boxes to core store/laboratory as directed by EIC etc., all as per specifications for the following depths measured from existing ground level : Note:(1) RQD of 10% and less will be considered as weathered/soft rock. (2) The soft or weathered rock underlying hard rock with thickness greater than 0.5 M will be considered as soft or weathered rock. (3) Core recovery of 20% and less also considered as soft rock at appropriate depth. 4)Bore holes , location, depth as specified in the drawing or as specified by Engineer incharge. | |||||||||
| 5.10 | 0 m to 20 m. From G.L | 115 | RM | 2,400 ₹2,76,000 | 1,900 ₹2,18,500 Lowest | 3,200 ₹3,68,000 | 3,000 ₹3,45,000 | 2,800 ₹3,22,000 | 5,500 ₹6,32,500 |
| 5.20 | 20 m to 40 m. From G.L | 135 | RM | 2,800 ₹3,78,000 Lowest | 5,500 ₹7,42,500 | 3,500 ₹4,72,500 | 3,200 ₹4,32,000 | 3,150 ₹4,25,250 | 6,000 ₹8,10,000 |
| 6.00 | Obtaining 90 mm diameter, 450 mm long undisturbed soil samples (UDS ) from boreholes WITH JARRING LINK in soil, soft and weathered rock and collecting packaging and labeling. | 80 | Nos | 100 ₹8,000 | 25 ₹2,000 Lowest | 700 ₹56,000 | 1,000 ₹80,000 | 300 ₹24,000 | 450 ₹36,000 |
Tender Value
₹48.1 L
EMD Value
₹1.1 L
Closing Date
28 May 2026, 3:00 pmClosed
Chief Engineer, CED
CED, BARC, Trombay, Mumbai- 400085
Geotechnical investigation including laboratory tests and topography survey for proposed Grain irradiator site of BARC at Lasalgaon, Nashik
2026_BARC_906377_1
BARC/CED/ET/3/2026-2027 Dated 16/04/2026
Open Tender
Civil Works
Item Rate
90 days
Lasalgaon
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.1 L
CED, BARC, Trombay, Mumbai- 400085
25 Aug 2026
24 Apr 2026
3 Jun 2026
24 Apr 2026
28 May 2026
12 May 2026
24 Apr 2026 - 30 Apr 2026
5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | A. Field Data Studies:
Conducting Survey for land and water body using Total Station and other suitable instrument including apex to apex traverse showing all salient features like permanent structures, roads, culverts, nalla, HT lines, telephones, sewer lines, marking trees nos and list of trees, girth type of tree etc. and establishing true North at site as directed by the Engineer and preparation of drawing etc. complete. The fixing of traverse to be done with total station and plane table with conventional method. Taking levels at every 5m c/c grid in the given area and plotting of contours at 0.5 m intervals. Taking invert levels of the existing drains along the length of the drain culvert, inlets, outlets etc complete at 10m interval including rain water, sewer line, chambers and septic tanks and submit a separate drawing for the same showing the top and invert levels.
Note: (1) Invert levels of all drains and chambers and their locations shall be clearly marked on the drawing.
(2) Seperate drawings shall be provided indicating all invert levels of chambers , sewer &storm water drainage lines.
(3) 3 sets of hard copies of the drawings in A0 size sheets shall be submitted alongwith soft copy. | 6 | Per Acre | - | - |
| 2 | B. Geotechnical Investigation:
Mobilisation and demobilisation of suitable boring plant and all other allied equipments like Minimum 2 boring rigs or as required number of boring rigs to complete the job in time, survey equipments and all other insitu tests equipments and manpower required to complete the scope of this work. | 1 | Job | - | - |
| 3 | Setting up of boring rig at each location, only once for each borehole location including moves between borehole position greater than 5 M locating and marking the location on the ground by actual survey, setting up all field test equipments and bringing all personnel to the location, making area good for setting up rig etc. complete. | 9 | Nos | - | - |
| 4Boring vertically through all kinds of soils, weathered rock and soft rock, boulders, if any met during drilling with suitable and adequate equipment as required for the depth as measured below existing ground level. Note:(1) RQD of 10% and less will be considered as weathered/soft rock. (2) The soft or weathered rock underlying hard rock with thickness greater than 0.5 M will be considered as soft or weathered rock. (3) Core recovery of 20% and less also considered as soft rock at appropriate depth. 4) Bore holes, location, depth as specified in the drawing or as specified by Engineer incharge. | |||||
| 4.1 | 0 m to 10 m. From G.L | 90 | RM | - | - |
| 4.2 | 10 m to 20 m from G.L. | 20 | RM | - | - |
| 5Drilling vertically through bedrock strata (Hard rock), using Nx size diamond bit, using double tube core barrel with suitable core catcher, including collection and logging of cores, placing them in approved wooden core boxes made up of 25mm thick planks with partitions of 12mm thick as per relevant IS with a coat of Anti Termite chemical in a proper sequence, numbering each core, noting the lithology, colour photographs (100X150mm size) of rock cores, locking arrangements, labeling and transporting the boxes to core store/laboratory as directed by EIC etc., all as per specifications for the following depths measured from existing ground level : Note:(1) RQD of 10% and less will be considered as weathered/soft rock. (2) The soft or weathered rock underlying hard rock with thickness greater than 0.5 M will be considered as soft or weathered rock. (3) Core recovery of 20% and less also considered as soft rock at appropriate depth. 4)Bore holes , location, depth as specified in the drawing or as specified by Engineer incharge. | |||||
| 5.1 | 0 m to 20 m. From G.L | 115 | RM | - | - |
| 5.2 | 20 m to 40 m. From G.L | 135 | RM | - | - |
| 6 | Obtaining 90 mm diameter, 450 mm long undisturbed soil samples (UDS ) from boreholes WITH JARRING LINK in soil, soft and weathered rock and collecting packaging and labeling. | 80 | Nos | - | - |
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