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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-Finance KARMULLAPUR BHAGGADWA BAZAR BAHRAICH | BAHRAICH | UTTAR PRADESH | 271801 | ₹10.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹10.6 LAccepted-Finance | ₹10.6 L | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | M/S YASHVARDHAN ENGINEERING WORKS L2 | M/S Rudra Construction L1 |
|---|---|---|---|---|---|
| 1.00Following works are to carried out for work of Revetment with all cost of Men Materials T&P, Transmission Loading/Unloading etc as per Technical Specification & Drawing for proper completion of the work with due safely & precaution as per direction of the Supervisor Engineer : | |||||
| 2.00 | Excavation of Foundation in ordinary soil upto 1.0 meter depth at lowest level alongwith filling watering and ramming of excaveted Earth in the trench upto the space of building and sides of the Foundation | 72.74 | M3 | 295 ₹21,458.3 | 200 ₹14,548 Lowest |
| 3.00 | P.C.C.-Cement Concrete with cement coarse sand and 40 mm Brick/Stone Ballast mixture in ration of 1:6:12 in Foundation and under floor as per technical and drawing | 7.41 | M3 | 5,500 ₹40,777 Lowest | 6,000 ₹44,484 |
| 4.00 | R.C.C.-Cement Concrete with cement coarse sand and 20 mm Stone Ballast mixture in ration of 1:1.5:3 in Foundation and under floor as per technical specification and drawing | 63.34 | M3 | 8,500 ₹5,38,424 Lowest | 8,500 ₹5,38,424 Lowest |
| 5.00 | Installation of Re-inforcement bar as per technical specification and drawing | 5.34 | MT | 70,000 ₹3,73,800 | 65,000 ₹3,47,100 Lowest |
| 6.00 | Earth filling under floor and in the area of Revetment for the Tower including the cost of Earth to be obtained from outside including watering, ramming, levelling and dressing of Earth including the cost of Earth Royalty, Taxes etc. | 228.15 | M3 | 345 ₹78,711.06 | 310 ₹70,725.88 Lowest |
| 7.00 | Making weep holes by providing pieces of plastic pipe using approx, total length 70 mtr. Including in accordance size and fitting them in two layers at the span of 2.0 mtr. Length at the 0.5 mtr. 1.25 mtr. 2.0 mtr. Respectively from the top of the revetment wall. | 1 | Job | 7,000 ₹7,000 | 3,000 ₹3,000 Lowest |
Tender Value
₹14.1 L
EMD Value
₹14,500
Closing Date
29 Jun 2026, 4:00 pmClosed
S.E, ETC-I, Lucknow
Pareshan Bhawan, Gomti Nagar, Lucknow
Work
2026_UPTCL_1156715_1
E-Tender No.-17/ETC-I(L)/2026-27
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
₹14,500
30 Jul 2026
3 Jun 2026
30 Jun 2026
3 Jun 2026
29 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Following works are to carried out for work of Revetment with all cost of Men Materials T&P, Transmission Loading/Unloading etc as per Technical Specification & Drawing for proper completion of the work with due safely & precaution as per direction of the Supervisor Engineer : | - | - | - | - |
| 2 | Excavation of Foundation in ordinary soil upto 1.0 meter depth at lowest level alongwith filling watering and ramming of excaveted Earth in the trench upto the space of building and sides of the Foundation | 1 | M3 | - | - |
| 3 | P.C.C.-Cement Concrete with cement coarse sand and 40 mm Brick/Stone Ballast mixture in ration of 1:6:12 in Foundation and under floor as per technical and drawing | 1 | M3 | - | - |
| 4 | R.C.C.-Cement Concrete with cement coarse sand and 20 mm Stone Ballast mixture in ration of 1:1.5:3 in Foundation and under floor as per technical specification and drawing | 0.6 | M3 | - | - |
| 5 | Installation of Re-inforcement bar as per technical specification and drawing | 1 | MT | - | - |
| 6 | Earth filling under floor and in the area of Revetment for the Tower including the cost of Earth to be obtained from outside including watering, ramming, levelling and dressing of Earth including the cost of Earth Royalty, Taxes etc. | 228.15 | M3 | - | - |
| 7 | Making weep holes by providing pieces of plastic pipe using approx, total length 70 mtr. Including in accordance size and fitting them in two layers at the span of 2.0 mtr. Length at the 0.5 mtr. 1.25 mtr. 2.0 mtr. Respectively from the top of the revetment wall. | 1 | Job | - | - |
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