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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-Finance KARMULLAPUR BHAGGADWA BAZAR BAHRAICH | BAHRAICH | UTTAR PRADESH | 271801 | ₹9.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹10.2 LAccepted-Finance | ₹10.2 L | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | M/S Rudra Construction L1 | Shaurya shakti enterprises pvt ltd L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation of pit for reventment wall with R.C.C. up to 01 meter depth including cost of required material and labour with other associated works as per technical specification and drawing for proper completion of the work with due safety | 59.61 | M3 | 250 ₹14,902.5 Lowest | 300 ₹17,883 |
| 2.00 | Laying of Bottom C. C. pad (leane concreting) with 20 mm stone ballast, coarse sand and cement in the ratio of 12:6:1 as per tech. specs. and drawing including cost of all material and labour. | 5.92 | M3 | 6,000 ₹35,514 Lowest | 7,000 ₹41,433 |
| 3.00 | R.C.C.- Reinforcement Cement Concrete with the ratio of cement, coarse sand, and 20mm size stone ballast; in ratio of 1:1.5:3 for construction of revetment wall with layers of two Nos. TMT steel bars of size 12mm and binding with 10mm dia, respectively, with gapping between them will be 200mm in horizontal condition and 150mm in vertical condition for both types and keeping PVC Pipe of 1.5mm dia of weep hole on every 03 meter running after every-one meter height as per tech specs & drawing including the cost of all material, labour T&P etc required for completion of work satisfactorily. | 63.57 | M3 | 8,300 ₹5,27,647.6 Lowest | 8,500 ₹5,40,362 |
| 4.00 | Installation of Re-Inforcement Bar as per technical specification and as per drawing with all material and labour for proper completion of the work with due safety with other associated works. | 5.6 | M3 | 60,000 ₹3,35,940 Lowest | 70,000 ₹3,91,930 |
| 5.00 | Earthfilling under floor and in area for the revetment of the towers including the cost of earth to be obtained from outside including watering, ramming in 200mm layers and dressing of earth etc complete including the cost of earth royalty, taxes, skilled labour and T&P including all leads as per technical specification. | 114.8 | M3 | 310 ₹35,588 | 220 ₹25,256 Lowest |
| 6.00 | Making weep holes providing plastic pipe of suitable length from the top of the revetment wall (including the cost of pipe, cutting of pipe in accordance size and fitting them in the wall) at three layers at the span of 3.0 meter at depth of 0.25 meter, 1.75 meter and 3.25 meter respectively, with 20° slope angle on each layer in diamond shape, with providing arrangement to lock soil to get into pipe (Pipes should be of size 1.5" inner dia, 3-5mm thickness, working pressure- 2.5 Kg/sqcm, Class- Schedule 40, per peice length- 3M / 10', Brand- Astral / Supreme / Kedia / Finolex) | 1 | Job | 6,000 ₹6,000 | 5,000 ₹5,000 Lowest |
Tender Value
₹13.7 L
EMD Value
₹14,000
Closing Date
25 May 2026, 4:00 pmClosed
S.E, ETC-I, Lucknow
Pareshan Bhawan, Gomti Nagar, Lucknow
work
2026_UPTCL_1120282_2
Short E-tender 114/ETC-ILKO/2025-26
Open Tender
Electrical Works
Piece-work
30 days
Pareshan Bhawan, Gomti Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
A/c No 2408002190005438, IFS PUNB0691100, PNB, Lko
₹14,000
4 Jul 2026
16 May 2026
26 May 2026
16 May 2026
25 May 2026
16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation of pit for reventment wall with R.C.C. up to 01 meter depth including cost of required material and labour with other associated works as per technical specification and drawing for proper completion of the work with due safety | 1 | M3 | - | - |
| 2 | Laying of Bottom C. C. pad (leane concreting) with 20 mm stone ballast, coarse sand and cement in the ratio of 12:6:1 as per tech. specs. and drawing including cost of all material and labour. | 1 | M3 | - | - |
| 3 | R.C.C.- Reinforcement Cement Concrete with the ratio of cement, coarse sand, and 20mm size stone ballast; in ratio of 1:1.5:3 for construction of revetment wall with layers of two Nos. TMT steel bars of size 12mm and binding with 10mm dia, respectively, with gapping between them will be 200mm in horizontal condition and 150mm in vertical condition for both types and keeping PVC Pipe of 1.5mm dia of weep hole on every 03 meter running after every-one meter height as per tech specs & drawing including the cost of all material, labour T&P etc required for completion of work satisfactorily. | 0.8 | M3 | - | - |
| 4 | Installation of Re-Inforcement Bar as per technical specification and as per drawing with all material and labour for proper completion of the work with due safety with other associated works. | - | M3 | - | - |
| 5 | Earthfilling under floor and in area for the revetment of the towers including the cost of earth to be obtained from outside including watering, ramming in 200mm layers and dressing of earth etc complete including the cost of earth royalty, taxes, skilled labour and T&P including all leads as per technical specification. | 1 | M3 | - | - |
| 6 | Making weep holes providing plastic pipe of suitable length from the top of the revetment wall (including the cost of pipe, cutting of pipe in accordance size and fitting them in the wall) at three layers at the span of 3.0 meter at depth of 0.25 meter, 1.75 meter and 3.25 meter respectively, with 20° slope angle on each layer in diamond shape, with providing arrangement to lock soil to get into pipe (Pipes should be of size 1.5" inner dia, 3-5mm thickness, working pressure- 2.5 Kg/sqcm, Class- Schedule 40, per peice length- 3M / 10', Brand- Astral / Supreme / Kedia / Finolex) | 1 | Job | - | - |
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