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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC | ₹5.1 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹5.2 CrRejected-AOC | ₹5.2 Cr | L2 | Rejected-AOC Accepted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
Tender Value
₹5.3 Cr
EMD Value
₹10.7 L
Closing Date
27 Jun 2026, 3:00 pmClosed
General Manager, Zone-5
General Manager, Zone-5, U.P. Projects Corporation Ltd. Gomti Barrage, Left Bank, Gomti Nagar, Lucknow
Construction Work of Mini Stadium at the Chief Minister Model Composite School in Reevan at District Hamirpur (U.P.)
2026_UPPRC_1157230_2
19/UPPCL/GM-5/E-TENDER/2026-27
Open Tender
Civil Works - Buildings
Percentage
270 days
District Hamirpur (U.P.)
Construction Work of Mini Stadium at the Chief Minister Model Composite School in Reevan at District Hamirpur (U.P.)
2 documents required · 2 mandatory
₹17,700
₹10.7 L
21 Aug 2026
22 Jun 2026
27 Jun 2026
22 Jun 2026
27 Jun 2026
22 Jun 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 | Construction Work of Mini Stadium at the Chief Minister Model Composite School in Reevan at District Hamirpur (U.P.) | - | - | - | - |
| 2 | MULTIPURPOSE HALL (G+1) | - | - | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 442.58 | cum | 180.06 | ₹79,690.95 |
| 4 | 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. | 1,429.66 | cum | 484.55 | ₹6,92,741.75 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 255.57 | cum | 1,469.05 | ₹3,75,445.11 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 187.93 | cum | 4,712.03 | ₹8,85,531.8 |
| 7 | 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 246.08 | cum | 6,574.67 | ₹16,17,894.79 |
| 8 | 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works above plinth level upto floor V level
Concrete of M25 grade with minimum cement content of 330 kg /cum | 355.9 | cum | 6,820.68 | ₹24,27,480.01 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : | - | - | - | - |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | 292.46 | sqm | 271.26 | ₹79,332.7 |
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