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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical as per committe Recommendation |
| 2 | Accepted-Technical | Accepted-Technical as per committe Recommendation |
| 3 | Accepted-Technical H NO 8 2 603 1 27 28 RAGHAVA PRIDE KRISHNAPURAM STREET ROAD NO 10 BANJARAHILLS HYDERABAD HYDERABAD TELANGANA 500034 | HYDERABAD | TELANGANA | 500034 | Accepted-Technical as per committe Recommendation |
| 4 | Accepted-Technical | Accepted-Technical as per committe Recommendation |
| 5 | Accepted-Technical | Accepted-Technical as per committe Recommendation |
Tender Value
₹27.1 Cr
EMD Value
₹42.0 L
Closing Date
23 Feb 2026, 4:00 pmClosed
Chief Engineer, BARC ,mysore
Chief Engineer, Bhabha Atomic Research Centre, Mysuru, P.B No 1, Yelwal, Mysuru-571130.
Composite work of SITC of Electrical Systems and Design and construction of civil works in Substations at SMFC, BARC, Challakere, Karnataka
2025_BARC_891245_1
BARC/SMFC/FMF/2024/LTSS/NIT
Open Tender
Electrical Works
Item Rate
730 days
BARC, Challakere
Refer NIT
8 documents required · 8 mandatory
₹0
₹42.0 L
Yes
BARC, Challakere, Karnataka
28 Sept 2026
30 Dec 2025
27 Feb 2026
30 Dec 2025
23 Feb 2026
15 Jan 2026
30 Dec 2025 - 8 Jan 2026
9 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork in excavation in foundations, trenches, pits, plinth beams etc. in cutting to proper lines, slopes and levels by mechanical means/manual means in ordinary and hard soils, for following depths including periodic survey and taking initial levels over the original ground prior to starting actual excavation work and final levels, supply of labour / tools & tackles / instruments / equipment / fuel, temporary work as necessary, dewatering including pumping if required, dressing of sides and ramming of bottom to proper level, clearing Jungle ( for entire construction area), preservation of precious objects / relics / objects of antequity etc. and delivery/handing over of the same to authorised persons/agencies appointed by BARC, supervision, fixing permanent points and markers, maintaining proper quality control, taking proper precautions to avoid slips of excavated edges as per the recommendations of slope stability analysis including shoring/strutting etc., and loading, transporting and disposing excavated soils in designated areas within a lead of 50 m etc., all complete as per specifications and as directed by the Engineer-in-Charge. | |||||
| 1.01 | For depth upto & including 1.50 m | 1,746 | Cum | - | - |
| 1.02 | For depth beyond 1.50 m and upto & including 3.00 m | 841 | Cum | - | - |
| 1.03 | For depth beyond 3.00 m and upto & including 4.50 m | 10 | Cum | - | - |
| 2Earthwork in excavation in foundations, trenches, pits, plinth beams etc. in cutting to proper lines, slopes and levels by mechanical means/manual mean like picks, hammers, crow bars, wedges, etc. in soft / decomposed rock (without blasting) for following depths, including periodic survey and taking initial levels over the original ground prior to starting actual excavation work & final levels, supply of labour / tools & tackles / instruments / equipment / fuel, temporary work as necessary, dewatering including pumping if required, dressing of sides and bottom to proper level, clearing Jungle ( for entire construction area), preservation of precious objects / relics / objects of antiquity etc. and delivery/handing over of the same to authorised persons/agencies appointed by BARC, supervision, fixing permanent points and markers, maintaining proper quality control, taking proper precautions to avoid slips of excavated edges as per the recommendations of slope stability analysis including shoring/strutting etc., and loading, transporting and disposing excavated rock in designated areas to a lead of 50m etc. all complete as per specifications and as directed by the Engineer-in-Charge. | |||||
| 2.01 | For depth upto & including 1.50 m | 873 | Cum | - | - |
| 2.02 | For depth beyond 1.50 m and upto & including 3.00 m | 421 | Cum | - | - |
| 2.03 | For depth beyond 3.00 m and upto & including 4.50 m | 10 | Cum | - | - |
| 3Earthwork in excavation in foundations, trenches, pits, plinth beams etc. in cutting to proper lines, slopes and levels by means of Chiselling, wedging, use of rock hammers, pneumatic breaking equipment & cutters or any other agreed method in hard rock (without blasting) for following depths, including periodic survey and taking initial levels over the original ground prior to starting actual excavation work & final levels, supply of labour / tools & tackles / instruments / equipment / fuel, temporary work as necessary, dewatering including pumping if required, dressing of sides and bottom to proper level, clearing Jungle ( for entire construction area), preservation of precious objects / relics / objects of antiquity etc. and delivery/handing over of the same to authorised persons/agencies appointed by BARC, supervision, fixing permanent points and markers, maintaining proper quality control, taking proper precautions to avoid slips of excavated edges as per the recommendations of slope stability analysis including shoring/strutting etc., and loading, transporting and disposing excavated rock in designated areas to a lead of 50m etc. all complete as per specifications and as directed by the Engineer-in-Charge. | |||||
| 3.01 | For depth upto & including 1.50 m | 1,746 | Cum | - | - |
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