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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.3 LAccepted-Finance | ₹62.3 L | L1 | Accepted-Finance Accepted being L1 |
| 2 | L2₹66.6 L+₹4.2 L (6.76%)Accepted-Finance AT MATHATENTULIA PO KAMARI DIST GANJAM STATE ODISHA PIN 761111 | GANJAM | ODISHA | 761111 | ₹66.6 L+₹4.2 L (6.76%) | L2 | Accepted-Finance Rejected being L2 |
| 3 | L3₹67.7 L+₹5.4 L (8.60%)Accepted-Finance | ₹67.7 L+₹5.4 L (8.60%) | L3 | Accepted-Finance Rejected being L3 |
| 4 | L4₹73.3 L+₹11.0 L (17.6%)Accepted-Finance | ₹73.3 L+₹11.0 L (17.6%) | L4 | Accepted-Finance Rejected being L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical criteria for Exprience certificate is not as per NIT conditions |
| Sl No | Description | Qty | Unit | PRAKASH CHANDRA SAHU L2 | MANGALA BUILDERS ASSOCIATES L4 | SARAT KUMAR MISHRA L3 | SOUMYA RANJAN MOHAPATRA L1 |
|---|---|---|---|---|---|---|---|
| 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 | 961 | One Cubic Metre | 201 ₹1,93,161 | 150 ₹1,44,150 Lowest | 160.75 ₹1,54,480.75 | 190 ₹1,82,590 |
| 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 | 169 | One Cubic Metre | 550 ₹92,950 | 300 ₹50,700 Lowest | 498.9 ₹84,314.1 | 640 ₹1,08,160 |
| 2.02 | Hard rock (blasting prohibited) | 101 | One Cubic Metre | 1 ₹101 Lowest | 600 ₹60,600 | 1,200 ₹1,21,200 | 400 ₹40,400 |
| 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. | 18 | One Cubic Metre | 300 ₹5,400 | 150 ₹2,700 Lowest | 220 ₹3,960 | 200 ₹3,600 |
| 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. | 896 | One Cubic Metre | 150 ₹1,34,400 Lowest | 150 ₹1,34,400 Lowest | 180 ₹1,61,280 | 180 ₹1,61,280 |
| 5.00Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | |||||||
Tender Value
₹73.4 L
EMD Value
₹1.5 L
Closing Date
5 Jun 2026, 3:00 pmClosed
Nodal Officer (Tender)
3rd floor DSB Unit 9 BBSR 22
Construction of 8 no. 40m. NBLW Ground Based tower foundation including DG set platform,OD Bed and ring earth and Barbed wire fencing at DMFT sites under Dhenkanal BA.
2026_BSNL_279035_1
10/CE(C)/2026-27/BCD/CTC
Open Tender
Civil Works
Item Rate
120 days
Dhenkanal
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Yes
Accounts Officer (Cash) BSNL O/oPGMTD Cuttack
₹1.5 L
Yes
24 Jul 2026
28 May 2026
6 Jun 2026
28 May 2026
5 Jun 2026
28 May 2026
28 May 2026 - 5 Jun 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 | - | - |
| 2.02 | Hard rock (blasting prohibited) | - | 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. | |||||
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