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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹4.3 L (3.20%)Admitted-Finance | ₹1.4 Cr+₹4.3 L (3.20%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K OBULREDDY L1 | komma veera sai bhusan reddy L2 |
|---|---|---|---|---|---|
| 1.00Construction of new canteen building at Tummalapallle | |||||
| 1.01 | Earth work in excavation by mechanical means/ manual means over areas (exceeding 30 cm in depth, 1.5 m 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 1.5 m, as directed by Engineer-in-charge in all kinds of soil. | 300 | Cum | 60,075 ₹60,075 Lowest | 60,075 ₹60,075 Lowest |
| 1.02 | 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. as directed by Engineer-in-charge | 250 | Cum | 62,562.5 ₹62,562.5 Lowest | 62,562.5 ₹62,562.5 Lowest |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering at all levels as per directions of Engineer-in-charge. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as directed by Engineer-in-charge | 79 | Cum | 5,72,769.75 ₹6,75,868.31 Lowest | 6,71,500 ₹7,92,370 |
| 1.04 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement at all levels as per directions of Engineer-in-charge. 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) as directed by Engineer-in-charge | 270 | Cum | 24,85,495.8 ₹29,32,885.04 Lowest | 25,92,000 ₹30,58,560 |
| 1.05Centering and shuttering including strutting, propping etc. and removal of form work as per directions of Engineer-in-charge at all leads and lift as directed by Engineer-in-charge: | |||||
| 1.06 | 1.05 a) in Foundations, footings, bases of columns, etc. | 200 | Sqm | 59,916 ₹59,916 Lowest | 59,916 ₹59,916 Lowest |
| 1.07 | 1.05 b) In superstructure columns, lintels, beams, plinth beams, roofs etc | 750 | Sqm | 5,63,137.5 ₹5,63,137.5 Lowest | 6,37,500 ₹6,37,500 |
| 1.08 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all leads and lift Thermo-Mechanically Treated bars of grade Fe-500D or more as directed by Engineer-in-charge | 19,300 | Kg | 17,49,352 ₹20,64,235.36 Lowest | 17,49,352 ₹20,64,235.36 Lowest |
| 1.09 | Brick work with common Fly ash bricks of class of approved quality designation 7.5 in at all levels and lift as per directions of Engineer- in-charge. Cement mortar 1:6 (1 cement : 6 coarse sand) | 170 | Cum | 14,52,748.6 ₹15,25,386.03 Lowest | 14,52,748.6 ₹15,25,386.03 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹1.0 L
Closing Date
3 Jun 2026, 3:00 pmClosed
GM(MILL)
GM(MILL)-HOD TMPL-Tummalapalle
Construction of new canteen building at UCIL Tummalapallle
2026_UCIL_277439_1
TMPL/CIVIL/MILL/024A
Open Tender
Civil Works - Buildings
Works
548 days
UCIL, Tummalapalle
Refer Complete Tender document
2 documents required · 2 mandatory
₹1,000
URANIUM CORPORATION OF INDIA LIMITED
₹1.0 L
Yes
4 Sept 2026
13 May 2026
4 Jun 2026
14 May 2026
3 Jun 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of new canteen building at Tummalapallle | |||||
| 1.01 | Earth work in excavation by mechanical means/ manual means over areas (exceeding 30 cm in depth, 1.5 m 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 1.5 m, as directed by Engineer-in-charge in all kinds of soil. | 300 | Cum | 188.69 | ₹56,607 |
| 1.02 | 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. as directed by Engineer-in-charge | 250 | Cum | 227.91 | ₹56,977.5 |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering at all levels as per directions of Engineer-in-charge. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as directed by Engineer-in-charge | 79 | Cum | 6,494.34 | ₹5,13,052.86 |
| 1.04 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement at all levels as per directions of Engineer-in-charge. 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) as directed by Engineer-in-charge | 270 | Cum | 8,008.46 | ₹21,62,284.2 |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form work as per directions of Engineer-in-charge at all leads and lift as directed by Engineer-in-charge: | - | - | - | - |
| 1.06 | 1.05 a) in Foundations, footings, bases of columns, etc. | 200 | Sqm | 221.67 | ₹44,334 |
| 1.07 | 1.05 b) In superstructure columns, lintels, beams, plinth beams, roofs etc | 750 | Sqm | 632.21 | ₹4,74,157.5 |
| 1.08 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all leads and lift Thermo-Mechanically Treated bars of grade Fe-500D or more as directed by Engineer-in-charge | 19,300 | Kg | 86.64 | ₹16,72,152 |
| 1.09 | Brick work with common Fly ash bricks of class of approved quality designation 7.5 in at all levels and lift as per directions of Engineer- in-charge. Cement mortar 1:6 (1 cement : 6 coarse sand) | 170 | Cum | 7,875.85 | ₹13,38,894.5 |
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