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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical UTTAR PRADESH | Accepted-Technical Qualify |
| 2 | Accepted-Technical 24 JEEVAN PLAZA VIRAM KHAND 5 GOMTI NAGAR LUCKNOW UTTAR PRADESH | LUCKNOW | LUCKNOW | UTTAR PRADESH | Accepted-Technical Qualify |
| 3 | Not Admitted-Fee/PreQual/Technical TURKAHIYA SHUKLA NIWAS SHIVNAGAR GANDHINAGAR DISTRICT BASTI | GANDHINAGAR | BASTI | UTTAR PRADESH | 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 | Rejected-Technical | Rejected-Technical Disqualify |
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
16 Jul 2026, 3:00 pmClosed
General Manager Zone-3 UPPCL Lucknow
Office of the General Manager Zone-3 UPPCL Lucknow
Construction of Mini Stadium in Govt. Inter College Akbarpur Distt. Ambedkar Nagar
2026_UPPRC_1166099_1
21/GM-3/UPPCL/2026-27 DATE-30.06.2026
Open Tender
Civil Works - Buildings
Percentage
360 days
Ambedkar Nagar
As per bid documents
2 documents required · 2 mandatory
₹17,700
₹8.8 L
31 Jul 2026
8 Jul 2026
16 Jul 2026
8 Jul 2026
16 Jul 2026
8 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. | 526.47 | CUM | 124.01 | ₹65,287.54 |
| 2 | Excavating, supplying, stacking and filling of local earth (including royalty) 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. | 563.04 | CUM | 489.4 | ₹2,75,551.78 |
| 3 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, excluding cost of form- work,in foundation and floors. | 188.71 | CUM | 4,759.15 | ₹8,98,099.2 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 170.8 | CUM | 1,483.74 | ₹2,53,422.79 |
| 5 | Treatment of soil under existing floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 1,779.97 | SQM | 216.61 | ₹3,85,559.3 |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the
cost of extra cement. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately.R.C.C. work Upto plinth Lvl. (M-25)R.C.C. Work in Plinth band | 41.97 | CUM | 6,640.41 | ₹2,78,698.01 |
| 7 | R.C.C. Work in Footing | 201.93 | CUM | 6,640.41 | ₹13,40,897.99 |
| 8 | R.C.C. Work in Column | 11.22 | CUM | 6,640.41 | ₹74,505.4 |
| 9 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the
cost of extra cement. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately.R.C.C. work Above plinth Lvl. (M-25)
R.C.C. Work in Lintel | 8.75 | CUM | 6,888.89 | ₹60,277.79 |
| 10 | R.C.C. Work in Slab | 121.49 | CUM | 6,888.89 | ₹8,36,931.25 |
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