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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAdmitted-Finance | ₹2.1 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. | 6 | Cum | 300 ₹1,800 |
| 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. | 6 | Cum | 250 ₹1,500 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||
| 3.10 | 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) | 1 | Cum | 7,000 ₹7,000 |
| 4.00Providing 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 : | ||||
| 4.10 | 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) | 3.5 | Cum | 11,500 ₹40,250 |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form for : | ||||
| 5.10 | Foundations, footings, bases of columns, etc. for mass concrete | 8 | Sqm | 450 ₹3,600 |
| 5.20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 8 | Sqm | 850 ₹6,800 |
Tender Value
₹1.8 L
EMD Value
₹3,700
Closing Date
7 Apr 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
Providing foundation and erection BTS shelter at Cell Site Kyathur Temple, Gadwal SDCA, Mahabubnagar OA, MEDAK BA including transportation of BTS shelter materials from Stores at TE building compound, Gadwal
2026_BSNL_273525_1
NIT No. 183/NIT/CECTSCZ/HYD/2025
Open Tender
Civil Works
30 days
Kyathur temple, Gadwal
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
Accounts Officer (Cash), O/o PGMT, Medak BA
₹3,700
9 Apr 2026
30 Mar 2026
9 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
30 Mar 2026 - 7 Apr 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. | - | Cum | - | - |
| 2Filling 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. | |||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.1 | 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) | - | Cum | - | - |
| 4Providing 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 : | |||||
| 4.1 | 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) | - | Cum | - | - |
| 5Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 5.1 | Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| 5.2 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | - | - |
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