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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ok |
| 2 | Accepted-Technical | Accepted-Technical ok |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical GRAM MANGALHA PO USKA BANGER RICHHNAGAR | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹2.5 L
Closing Date
9 Mar 2026, 2:00 pmClosed
Superintending Engineer
SE ECTC SLDC Campus UPPTCL, Lucknow
Civil works related to Construction of Approach road and Box Culvert for proposed 132 KV Sub Station Padarathpur Madhuban, Mau
2026_UPCTL_1118787_1
120/ECTC(L)/2025-26
Open Tender
Civil Works
Item Rate
60 days
SE ECTC SLDC Campus UPPTCL
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Superintending Engineer, E.C.T.C. Lucknow
₹2.5 L
15 Apr 2026
21 Feb 2026
10 Mar 2026
21 Feb 2026
9 Mar 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil works related to Construction of Approach road & Box Culvert for proposed 132 KV S/S Padarathpur - Madhuban, Mau. | - | - | - | - |
| 2 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift: All kinds of soil.(2.2.1) | 1,000 | Cum | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/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 upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil (2.6.1) | 1,050 | Cum | - | - |
| 4 | 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 and for all lift.(2.25) | 425 | Cum | - | - |
| 5 | Excavating, supplying, stacking and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.(2.25a) | 320 | Cum | - | - |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(2.27) | 100 | Cum | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (4.1.2) | 49 | Cum | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (4.1.3) | 52 | Cum | - | - |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) (4.1.5) | 165 | Cum | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns.(4.3.1) | 130 | Sqm | - | - |
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