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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Finance | ₹2.8 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VIPRA CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 1.00Earth 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. | ||||
| 1.10 | All kinds of soil. | 3 | Cum | 300 ₹900 Lowest |
| 2.00 | 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. | 3 | Cum | 300 ₹900 Lowest |
| 3.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. | 3 | Cum | 900 ₹2,700 Lowest |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||
| 4.10 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.5 | Cum | 7,000 ₹3,500 Lowest |
| 5.00Providing 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 : | ||||
| 5.10 | 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) | 1 | Cum | 11,000 ₹11,000 Lowest |
| 6.00Centering and shuttering including strutting, propping etc. and removal of form for : | ||||
| 6.10 | Foundations, footings, bases of columns, etc. for mass concrete | 5 | Sqm | 400 ₹2,000 Lowest |
Tender Value
₹2.4 L
EMD Value
₹4,900
Closing Date
28 May 2026, 6:00 pmClosed
EE(C), BSNL Civil Division-I, Hyderabad
Executive Engineer (C), BSNL Civil Division-I, Room No. 302, III floor, BSNL Bhawan, Adarsh Nagar, Hyderabad - 500063
Erection of BTS shelters on existing foundations at Cell Site Yedula(NGKL SDCA) and G.T Palli (Amangal SDCA) incl. dismantling, transportation of BTS shelter materials from Maddur(Kodanagal SDCA) and Midjil(Amangal SDCA) in Mahabubnagar OA MEDAK BA
2026_BSNL_277991_1
NIT No. 19/NIT/CECTSCZ/HYD/2026
Open Tender
Civil Works
Item Rate
30 days
Yedula and GT Palli
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
Accounts Officer (Cash), O/o PGMT, Medak BA
₹4,900
1 Jun 2026
19 May 2026
30 May 2026
19 May 2026
28 May 2026
19 May 2026
19 May 2026 - 28 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 1.1 | All kinds of soil. | 3 | Cum | 260.3 | ₹780.9 |
| 2 | 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. | 3 | Cum | 196 | ₹588 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. | 3 | Cum | 700.5 | ₹2,101.5 |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.1 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.5 | Cum | 6,518.6 | ₹3,259.3 |
| 5Providing 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 : | |||||
| 5.1 | 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) | 1 | Cum | 9,045.75 | ₹9,045.75 |
| 6Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 6.1 | Foundations, footings, bases of columns, etc. for mass concrete | 5 | Sqm | 392.15 | ₹1,960.75 |
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