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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.5 CrAccepted-AOC DARSAN NAGAR AYODHYA 224001 | AYODHYA | AYODHYA | UTTAR PRADESH | 224001 | ₹20.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹20.6 CrRejected-AOC K 1 FIRST FLOOR SHATABTI ENCLAVE SECTOR 49 BAROLA NOIDA | NOIDA | GAUTAM BUDH NAGAR | UTTAR PRADESH | 201301 | ₹20.6 Cr | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualify |
Tender Value
₹20.6 Cr
EMD Value
₹41.2 L
Closing Date
13 Apr 2026, 3:00 pmClosed
General Manager Zone-3 UPPCL Lucknow
Office of the General Manager Zone-3 UPPCL Lucknow
Construction of CM Model Composite School at Vill. Patranga Block-Mawai Distt. Ayodhya
2026_UPPRC_1124122_2
68/GM-3/UPPCL/2025-26 DATE-07.03.2026
Open Tender
Civil Works - Buildings
540 days
Ayodhya
As per bid documents
2 documents required · 2 mandatory
₹17,700
₹41.2 L
13 May 2026
6 Apr 2026
13 Apr 2026
6 Apr 2026
13 Apr 2026
6 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | SCHOOL BUILDING (CIVIL WORK)
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | - | CUM | - | - | item1 |
| 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 | - | CUM | - | - | item2 |
| 3 | 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) ,including cost of form- work,in foundation and floors. | - | CUM | - | - | item3 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | CUM | - | - | item4 |
| 5 | Treatment of soil under existing floors using chemical emulsion @ 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 floorWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration | - | SQM | - | - | item5 |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR LINTEL] M-20.
Ground Floor | - | CUM | - | - | item6 |
| 7 | First Floor | - | CUM | - | - | item7 |
| 8 | Second Floor | - | CUM | - | - | item8 |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR SUNSHADE] M-20.
Ground Floor | - | CUM | - | - | item9 |
| 10 | First Floor | - | CUM | - | - | item10 |
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