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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAdmitted-Finance | ₹7.6 L | L1 | Admitted-Finance |
| 2 | L2₹7.6 L+₹505 (0.07%)Admitted-Finance | ₹7.6 L+₹505 (0.07%) | L2 | Admitted-Finance |
| 3 | L3₹7.9 L+₹34,980.05 (4.61%)Admitted-Finance | ₹7.9 L+₹34,980.05 (4.61%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BALARAM PRADHAN L2 | BIBEKANANDA PATRA L1 | SOUMYA RANJAN MOHAPATRA L3 |
|---|---|---|---|---|---|---|
| 1.00Sub-Head : Earth Work | ||||||
| 1.01Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | ||||||
| 1.02 | All kinds of soil | 152.1 | One Cubic Metre | 140 ₹21,294 Lowest | 175 ₹26,617.5 | 180 ₹27,378 |
| 2.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||
| 2.01 | All kinds of soil. | 4.2 | One Cubic Metre | 100 ₹420 | 50 ₹210 Lowest | 200 ₹840 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 108.18 | One Cubic Metre | 100 ₹10,818 Lowest | 100 ₹10,818 Lowest | 150 ₹16,227 |
| 4.00Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | ||||||
| 4.01 | All kinds of soil. | 88.73 | One Cubic Metre | 100 ₹8,873 | 50 ₹4,436.5 Lowest | 85 ₹7,542.05 |
| 5.00Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered): | ||||||
| 5.01 | Depth exceeding 1.5 m but not exceeding 3 m | 39 | One Square Metre | 150 ₹5,850 | 100 ₹3,900 Lowest | 150 ₹5,850 |
Tender Value
₹8.2 L
EMD Value
₹16,320
Closing Date
27 Mar 2026, 3:00 pmClosed
Nodal Officer (Tender)
3rd fllor DSB Unit 9 BBSR 22
Construction of 1 no 40m NBLW Ground Based tower foundation including DG set OD platform and ring earth in BSNL land at Gopalpur under Berhampur BA 2nd call
2026_BSNL_272068_1
65/CE(C)/2025-26/BCD/BBSR.
Open Tender
Civil Works
Item Rate
60 days
Gopalpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
Accounts Officer (Cash) BSNL O/oPGMTD Bhubaneswar
₹16,320
Yes
1 Apr 2026
18 Mar 2026
28 Mar 2026
18 Mar 2026
27 Mar 2026
18 Mar 2026
18 Mar 2026 - 27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sub-Head : Earth Work | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | - | - | - | - |
| 1.02 | All kinds of soil | 1 | One Cubic Metre | - | - |
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 2.01 | All kinds of soil. | - | One Cubic Metre | - | - |
| 3Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | |||||
| 4Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | |||||
| 4.01 | All kinds of soil. | - | One Cubic Metre | - | - |
| 5Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered): | |||||
| 5.01 | Depth exceeding 1.5 m but not exceeding 3 m | - | One Square Metre | - | - |
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