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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.8 LAccepted-AOC | ₹82.8 L | L1 | Accepted-AOC Accept |
| 2 | L2₹82.9 LRejected-AOC | ₹82.9 L | L2 | Rejected-AOC Accept |
| 3 | L3₹85.3 LRejected-AOC 388 NEAR MANDIR VILLAGE KURAK TARAORI DISTT KARNAL | TARAORI | KARNAL | HARYANA | ₹85.3 L | L3 | Rejected-AOC Accept |
| 4 | L4₹86.5 LRejected-AOC | ₹86.5 L | L4 | Rejected-AOC Accept |
| 5 | Rejected-Technical 52 H NEW COLONY ROBERTSGANJ SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | - | - | Rejected-Technical Reject |
Tender Value
₹92.0 L
EMD Value
₹1.8 L
Closing Date
2 Jun 2026, 2:00 pmClosed
General Manager, Zone-1, Prayagraj
General Manager, Zone-1, U. P. Projects Corporation Ltd. 230 /1A, Mehdaury, Telirayganj District-Prayagraj.
Proposed Campus Boundary Wall, Drain and Gate at Police Station Nagra, District-Ballia (U.P.)
2026_UPPRC_1154522_1
31/UPPCL/GM-1/2026-27/E-TENDER Dated-25.05.2026
Open Tender
Civil Works - Buildings
Percentage
270 days
District-Ballia (U.P.)
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
₹1.8 L
28 Jul 2026
27 May 2026
2 Jun 2026
27 May 2026
2 Jun 2026
27 May 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 | Proposed Campus Boundary Wall, Drain & Gate at Police Station Nagra, District-Ballia (U.P.) | - | - | - | - |
| 2 | (1)- Boundary Wall | - | - | - | - |
| 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-incharge. All kinds of soil. | 0.4 | CUM | 130.25 | ₹52.1 |
| 4 | 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) | - | CUM | 4,998.66 | - |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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) (Plinth Beam) | 1 | CUM. | 6,637.79 | ₹6,631.15 |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :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) | 1 | CUM | 6,637.79 | ₹6,631.15 |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 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) | - | CUM. | 7,963.92 | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : | - | - | - | - |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | - | SQM | 287.76 | - |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 0.2 | SQM | 540.37 | ₹107.53 |
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