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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-Finance | ₹7.0 L | L1 | Accepted-Finance Accepted being L1 |
| 2 | L2₹7.4 L+₹35,611 (5.09%)Rejected-Finance | ₹7.4 L+₹35,611 (5.09%) | L2 | Rejected-Finance Rejected being L2 |
| 3 | L3₹7.5 L+₹45,800 (6.54%)Rejected-Finance | ₹7.5 L+₹45,800 (6.54%) | L3 | Rejected-Finance Rejected being L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical has submitted all the documents as per NIT conditions However MSME certificate is not as per NIT conditions |
| 5 | Rejected-Technical | - | - | Rejected-Technical has not submitted original certified copies of documents as mentioned in NIT in the Division office as intimated by EE Cuttack on dated 13 03 2026 and 17 03 2026 as per NIT conditions |
| Sl No | Description | Qty | Unit | BIBEKANANDA PATRA L1 | SOUMYA RANJAN MOHAPATRA L3 | AJIT KUMAR PATTANAIK L2 |
|---|---|---|---|---|---|---|
| 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 | 148 | One Cubic Metre | 150 ₹22,200 Lowest | 170 ₹25,160 | 180 ₹26,640 |
| 2.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. | ||||||
| 2.01 | Ordinary rock | 4 | One Cubic Metre | 10 ₹40 Lowest | 500 ₹2,000 | 500 ₹2,000 |
| 3.00Earth 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. | ||||||
| 3.01 | All kinds of soil. | 3 | One Cubic Metre | 10 ₹30 Lowest | 150 ₹450 | 180 ₹540 |
| 4.00 | 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. | 124 | One Cubic Metre | 150 ₹18,600 Lowest | 155 ₹19,220 | 210 ₹26,040 |
| 5.00Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | ||||||
| 5.01 | All kinds of soil. | 85 | One Cubic Metre | 100 ₹8,500 | 75 ₹6,375 Lowest | 192 ₹16,320 |
Tender Value
₹8.2 L
EMD Value
₹16,400
Closing Date
11 Mar 2026, 3:00 pmClosed
Nodal Officer (Tender)
3rd floor DSB Unit 9 BBSR 22
Construction of 1 no. 40m. NBLW Ground Based tower foundation including DG set platform and ring earth inside District Hospital, Dhenkanal .
2026_BSNL_269463_1
57/CE(C)/2025-26/BCD/CTC
Open Tender
Civil Works
Item Rate
45 days
District Hospital, Dhenkanal
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
Accounts Officer (Cash) BSNL O/o PGMTD,Cuttack
₹16,400
Yes
25 Jul 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
3 Mar 2026 - 11 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 | - | One Cubic Metre | - | - |
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. | |||||
| 2.01 | Ordinary rock | - | One Cubic Metre | - | - |
| 3Earth 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. | |||||
| 3.01 | All kinds of soil. | - | One Cubic Metre | - | - |
| 4Filling 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. | |||||
| 5Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | |||||
| 5.01 | All kinds of soil. | - | One Cubic Metre | - | - |
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