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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ELIGIBLE |
Tender Value
₹22.7 L
EMD Value
₹45,340
Closing Date
25 Feb 2026, 6:00 pmClosed
EE CIVIL
G7 GANDHI COLONY VIJAYAWADA
Dismantling 40M GBT at Boddikurapadu( Prakasam Dist) and providing foundation and erection of the same including horizontal gantry and OD BTS/EA BED at Dachepalli, Palnadu District.
2026_BSNL_267805_1
35 /BSNL-CDV/2025-26
Open Tender
Civil Works
Item Rate
120 days
Dachepalli
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
BSNL
₹45,340
28 Feb 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
18 Feb 2026 - 25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 1.01 | All kinds of soil | 92 | Cum | 196.3 | ₹18,059.6 |
| 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. | 10 | Cum | 196.3 | ₹1,963 |
| 3Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50m. | |||||
| 3.01 | Ordinary rock | 40 | Cum | 196.3 | ₹7,852 |
| 3.02 | Hard rock (blasting prohibited) | 40 | Cum | 196.3 | ₹7,852 |
| 4 | Filling good earth 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. | 257 | Cum | 199.3 | ₹51,220.1 |
| 5Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | |||||
| 5.01 | Ordinary rock | 98 | Cum | 196.3 | ₹19,237.4 |
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