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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC 17 C CHANDIGARH SECTOR 17 C 950 CHANDIGARH CHANDIGARH 160017 | CHANDIGARH | CHANDIGARH | 160017 | ₹3.3 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹3.5 Cr+₹20.3 L (6.09%)Rejected-Finance | ₹3.5 Cr+₹20.3 L (6.09%) | L2 | Rejected-Finance Being L2 |
| Sl No | Description | Qty | Unit | Bansal and Company L1 | MHK BUILDCON LLP L2 |
|---|---|---|---|---|---|
| 1.00Part-I : Civil Works Section- A: Earthwork Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | |||||
| 1.01 | From 0.00 to 1.50 m depth from Average Ground Level | 100 | CuM | 200 ₹20,000 Lowest | 500 ₹50,000 |
| 2.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. | |||||
| 2.01 | From 0.00 to 1.50 m depth from Average Ground Level | 200 | CuM | 200 ₹40,000 Lowest | 700 ₹1,40,000 |
| 3.00Earth work excavation in foundation in Hard Rock by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge. | |||||
| 3.01 | From 0.00 to 1.50 m depth from Average Ground Level | 300 | CuM | 300 ₹90,000 Lowest | 1,300 ₹3,90,000 |
| 3.02 | From 1.50 to 3.00 m depth from Average Ground Level | 300 | CuM | 500 ₹1,50,000 Lowest | 1,400 ₹4,20,000 |
| 4.00Earth work excavation in foundation in Hard Rock by controlled Blasting (including explosive,drilling, muffling, pre shear line drilling )and by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides of foundation, ramming the bottom of foundation, stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available excavated earth in layers not exceeding 250 mm in depth, each layer well rammed and consolidated etc. complete all as per specifications and as directed by the Engineer-in-Charge. Blasting works to be executed as per safety norms and as per specifications and as directed by the Engineer-in-charge. | |||||
| 4.01 | From 0.00 to 1.50 m depth from Average Ground Level | 300 | CuM | 500 ₹1,50,000 Lowest | 1,000 ₹3,00,000 |
| 4.02 | From 1.50 to 3.00 m depth from Average Ground Level | 300 | CuM | 800 ₹2,40,000 Lowest | 1,100 ₹3,30,000 |
Tender Value
₹4.1 Cr
EMD Value
₹9.6 L
Closing Date
24 Nov 2025, 3:00 pmClosed
Chief Engineer,Civil Engineering Division
Civil Engineering Division, Bhabha Atomic Research Centre, Trombay, Mumbai-400 085
Construction of Security Building for BARC (F), RR Site via Kota, Rajasthan
2025_BARC_882656_1
BARC/CED/ET/47/2025-2026 DATE 20/10/2025
Open Tender
Civil Works
Item Rate
365 days
RR site, Kota
Please refer Tender Document
8 documents required · 8 mandatory
₹0
₹9.6 L
Civil Engineering Division, BARC, Trombay, Mumbai
23 Jan 2026
27 Oct 2025
28 Nov 2025
27 Oct 2025
24 Nov 2025
14 Nov 2025
27 Oct 2025 - 4 Nov 2025
7 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Part-I : Civil Works Section- A: Earthwork Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | |||||
| 1.01 | From 0.00 to 1.50 m depth from Average Ground Level | 100 | CuM | - | - |
| 2Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. | |||||
| 2.01 | From 0.00 to 1.50 m depth from Average Ground Level | 200 | CuM | - | - |
| 3Earth work excavation in foundation in Hard Rock by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge. | |||||
| 3.01 | From 0.00 to 1.50 m depth from Average Ground Level | 300 | CuM | - | - |
| 3.02 | From 1.50 to 3.00 m depth from Average Ground Level | 300 | CuM | - | - |
| 4Earth work excavation in foundation in Hard Rock by controlled Blasting (including explosive,drilling, muffling, pre shear line drilling )and by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides of foundation, ramming the bottom of foundation, stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available excavated earth in layers not exceeding 250 mm in depth, each layer well rammed and consolidated etc. complete all as per specifications and as directed by the Engineer-in-Charge. Blasting works to be executed as per safety norms and as per specifications and as directed by the Engineer-in-charge. | |||||
| 4.01 | From 0.00 to 1.50 m depth from Average Ground Level | 300 | CuM | - | - |
| 4.02 | From 1.50 to 3.00 m depth from Average Ground Level | 300 | CuM | - | - |
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