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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹23.6 LAccepted-Finance PLOT NO V 12 PLOT NO V 12 BANGALORE MYSORE HIGHWAY KUMBALGODU KUMBALGGODU BANGALORE KARNATAKA 560074 | BENGALURU URBAN | KARNATAKA | 560074 | ₹23.6 L | L-1 | Accepted-Finance Bid of M/s Pace Digitek Ltd. found in order |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | PACE DIGITEK LIMITED L1 |
|---|---|---|---|---|
| 1.00 | 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.(a) All kinds of soil | 46 | Cum | 767 ₹35,282 Lowest |
| 2.00 | Earth 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.(a) Ordinary rock | 44 | Cum | 826 ₹36,344 Lowest |
| 3.00 | Earth 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. (a) All kinds of soil. | 9.5 | Cum | 767 ₹7,286.5 Lowest |
| 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. | 68 | Cum | 413 ₹28,084 Lowest |
| 5.00 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. (a) All kinds of soil. | 44 | Cum | 59 ₹2,596 Lowest |
| 6.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 2 | Cum | 8,850 ₹17,700 Lowest |
| 7.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||
| 7.01 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 7 | Cum | 20,296 ₹1,42,072 Lowest |
| 7.02 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 5.5 | Cum | 17,936 ₹98,648 Lowest |
| 8.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 17 | Cum | 21,948 ₹3,73,116 Lowest |
Tender Value
₹18.2 L
EMD Value
₹36,410
Closing Date
30 Apr 2026, 3:00 pmClosed
EE Civil, BSNL
Telephone Bhawan 2nd Floor, Sri vijayapuram
Construction of 40m Ground Base Tower foundation including Erection, Painting, Cable tray along with DG set and BTS foundations, Shelters and chain link Fencing at Mannarghut 2, Ferrargunj, Port Blair under Phase IX-.2 Project (Revised)
2026_BSNL_273120_1
38/NIT/CD-PB/AN/2025-26
Open Tender
Civil Works
Item Rate
60 days
Mannarghat, Ferrargunj
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Accounts Officer (Cash), BSNL
₹36,410
12 May 2026
25 Mar 2026
4 May 2026
25 Mar 2026
30 Apr 2026
25 Mar 2026
25 Mar 2026 - 30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | 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.(a) All kinds of soil | - | Cum | - | - |
| - | Earth 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.(a) Ordinary rock | - | Cum | - | - |
| - | Earth 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. (a) All kinds of soil. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. (a) All kinds of soil. | - | Cum | - | - |
| - | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | Cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | - | - | - | - |
| - | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
| - | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | - | Cum | - | - |
| - | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
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