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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAdmitted-Finance | ₹10.0 L | L1 | Admitted-Finance |
| 2 | L2₹11.5 LAdmitted-Finance | ₹11.5 L | L2 | Admitted-Finance |
| 3 | L3₹11.8 LAdmitted-Finance | ₹11.8 L | L3 | Admitted-Finance |
| 4 | L4₹13.9 LAdmitted-Finance | ₹13.9 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Rama Power construction L1 | DBS ENGINEERS PVT LTD L2 | SIDVI POWER AND INFRA PRIVATE LIMITED L3 | MS RK ERACTORS L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation and back filling around chimney of towers of size 02x(2.02x0.75x01) Cu meter +02x (0.52x0.75x01) = 3.81Cu meter for one leg i.e for complete tower 4x3.81Cu mtr =15.24Cu mter Total 08 Tower i.e total quantity 121.92Cu mtr | 121.92 | Cum | 141 ₹17,190.72 | 135 ₹16,459.20 | 50 ₹6,096 | 299 ₹36,454.08 |
| 2.00 | Cost of PCC/concreting (1:3:6) including cost of dewatering, shoring, shuttering forming , curring and Cost of cement for all legs of tower size i.e at the bottom of periphery of chimney, 0.05 Mtr height and 0.75 Mtr width volume of pcc/ concrete 2X(2.02x0.75x0.05)Cu meter+2x(0.52x0.75x0.05) Cu meter =0.1905Cum for one leg i.e for complete tower 4x0.1905 Cum=0.762Cum total 08 tower i.e total quantity 6.096Cum. | 6.1 | Cum | 6,000 ₹36,576 | 7,150 ₹43,586.40 | 2,000 ₹12,192 | 6,600 ₹40,233.60 |
| 3.00 | Cost of concreting (1:2:4) including cost of dewatering, shoring, shuttering, forming, curring including cost of cement for all legs of tower size i.e periphery of chimney i.e 0.52x4= 2.08Mtr, volume of concrete. 2x(1.52x0.5x1) Cu meter+2x(0.52x0.5X1) Cu meter=2.04Cum up to chimney +(1.52x1.52x1.0) Cu meter = 2.31 Cum above chimney. Total 4.35 Cum for one leg i.e for complete tower 4x4.35 Cum= 17.40Cum. For total 08 tower i.e total quantity 139.2Cum. | 139.2 | Cum | 6,200 ₹8.6 L | 7,200 ₹10.0 L | 8,200 ₹11.4 L | 8,800 ₹12.2 L |
| 4.00 | Installation of Steel reinforcement bars in RCC including cost of steel reinforcement bars with cutting, bending, placing, binding etc. size of bars 12mm dia 5 Mtr long 10 no. in one leg, bending as per requirement, (12mm 5Mtr, 10no.bar in one leg with weight 44.5 kg, 44.5kgx4leg=178kg in one tower total 08 no tower x178kg=1424 kg | 1.42 | MT | 55,000 ₹78,320 | 63,000 ₹89,712 | 15,000 ₹21,360 | 64,400 ₹91,705.60 |
Tender Value
₹14.6 L
EMD Value
₹15,000
Closing Date
13 Nov 2025, 4:00 pmClosed
Executive Engineer
ETD-I, UPPTCL, Room No. 115 to 120, Pareshan Bhawan, Near Mantri Awas, Vibhuti Khand, Gomti Nagar, Lucknow
Work for Construction of Plinth on Tower Leg
2025_UPTCL_1088706_1
TERM E-TENDER 16/ETD-I (L)/2025-26
Open Tender
Electrical Works
45 days
220 KV SS Hardoi Road
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
AC No 0758002100008830 IFSC PUNB0691100
₹15,000
22 Jan 2026
6 Nov 2025
14 Nov 2025
6 Nov 2025
13 Nov 2025
6 Nov 2025
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