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Tender Value
₹5.1 L
EMD Value
₹5,100
Closing Date
26 Jun 2026, 4:00 pmClosed
S.E, ETC-I, Lucknow
Pareshan Bhawan, Gomti Nagar, Lucknow
work
2026_UPTCL_1162569_1
Very Short E-Tender No.-27/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
₹5,100
28 Jul 2026
20 Jun 2026
27 Jun 2026
20 Jun 2026
26 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Construction of Plinth by concreting around all Legs of towers which are in water logging area to prevent from rusting and corrosion of tower part from Tower No-02 ,Total 01 Towers of 132KV SC Sahara City Home To Sidhauli Transmission Line. | - | - | - | - |
| 3 | Excavation and back filling around chimney of towers of size 02x(2.02x0.75x01) Cu meter +02x 1 (0.52x0.75x01) = 3.81Cu meter for one leg i.e for complete tower 4x3.81Cu mtr 15.24Cu mter Total 01 Tower i.e total quantity 15.24Cu mtr | 15.24 | Cum | - | - |
| 4 | 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 ie at the bottom of periphery of chimney. 0.05 Mtr height and 0.75 Mtr width volume of pee/ 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 01 tower i.e total quantity 0.762Cum. | 0.76 | Cum | - | - |
| 5 | Cost of concreting (1:2:4) including cost of dewatering .shoring ,suttering, forming, curring ineluding cost of cement for all legs of tower size i.e periphery of chimney i.e 0.52x4= 2.08Mr, volume of concrete. 2x( 1.52x0.5x1) Cu 3 Cum 139.2 7689.00 1070308.80 Cost data Book 2024 25 Page no. 17, Sr.no.8-i 4 meter42x(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 01 tower i.e total quantity 17.40Cum. | 17.4 | Cum | - | - |
| 6 | 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 lone leg with weight 44.5 kg, 44.5kgx4leg=178kg in one tower total 01 no tower x178kg=178 kg | 0.18 | MT | - | - |
| 7 | COST ESTIMATE FOR THE WORK OF REVETMENT OF .Tower No-02 ,Total 01 Towers of 132KV SC Sahara City Home To Sidhauli Transmission Line. | - | - | - | - |
| 8 | First Class Brick Work in Ratio 1:4 cement, Coarse sand mixture in foundation , Plingth and superstructure as per Technincal Specification and drawing.((13.75+13.75+13.75+13.75)×0.6×1) | 33 | M³ | - | - |
| 9 | 12 mm thick plaster worth with cement, coarse sand with ratio 1:4 as per technical specification and drawing.((13.75+13.75+13.75+13.75)×1) | 55 | M³ | - | - |
| 10 | 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 | - | - |
| 11 | 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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