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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAdmitted-Finance | ₹12.6 L | L1 | Admitted-Finance |
| 2 | L2₹12.8 LAdmitted-Finance | ₹12.8 L | L2 | Admitted-Finance |
| 3 | L3₹14.1 LAdmitted-Finance | ₹14.1 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Arya Construction L2 | N KISHORE L1 | Indapuri Srinivas L3 |
|---|---|---|---|---|---|---|
| 1.00Earth 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. | ||||||
| 1.10 | a) All kinds of soil | 105 | Cum | 205 ₹21,525 | 250 ₹26,250 | 210 ₹22,050 |
| 2.00Earth 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. | ||||||
| 2.10 | a) Ordinary rock | 13 | Cum | 572 ₹7,436 | 1 ₹13 | 250 ₹3,250 |
| 2.20 | b) Hard rock (blasting prohibited) | 13 | Cum | 875 ₹11,375 | 1 ₹13 | 1,000 ₹13,000 |
| 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. | ||||||
| 3.10 | a) All kinds of soil. | 1 | Cum | 350 ₹350 | 300 ₹300 | 300 ₹300 |
| 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. | 66 | Cum | 190 ₹12,540 | 150 ₹9,900 | 130 ₹8,580 |
| 5.00Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | ||||||
| 5.10 | a) All kinds of soil. | 40 | Cum | 150 ₹6,000 | 150 ₹6,000 | 120 ₹4,800 |
Tender Value
₹13.1 L
EMD Value
₹26,200
Closing Date
27 Apr 2026, 6:00 pmClosed
EE(C), BSNL Civil Division, Warangal
Executive Engineer (civil), BSNL Civil Division, Warangal Mobile No. for contact is 9486100761
Construction of 40m ground based tower (Narrow based light weight tower) using available tower material at BSNL store including RCC Foundation at Munipally (SRIT _ Ankapur_ NZ2133),NZB-BA
2026_BSNL_275178_1
NIT No. 03/NIT/CECTSCZ/HYD/2026
Open Tender
Civil Works
91 days
Munipally
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
Accounts Officer (Cash), O/o PGMT, Nizamabad BA
₹26,200
30 Apr 2026
18 Apr 2026
29 Apr 2026
18 Apr 2026
27 Apr 2026
18 Apr 2026
18 Apr 2026 - 27 Apr 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. | |||||
| 1.1 | a) All kinds of soil | - | Cum | - | - |
| 2Earth 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. | |||||
| 2.1 | a) Ordinary rock | - | Cum | - | - |
| 2.2 | b) Hard rock (blasting prohibited) | - | Cum | - | - |
| 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. | |||||
| 3.1 | a) All kinds of soil. | - | Cum | - | - |
| 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. | |||||
| 5.1 | a) All kinds of soil. | - | Cum | - | - |
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