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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC 26 2 MUIR ROAD BELI PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹2.1 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹2.2 CrRejected-AOC 26 2 MUIR ROAD BELI PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹2.2 Cr | L2 | Rejected-AOC Accept |
| 3 | L3₹2.3 CrRejected-AOC 91C CHILMAPUR SHIVPURI NEW COLONY PRATAP NAGAR GORAKHPUR UTTAR PRADESH 273016 UDYAM UP 32 0030968 | GORAKHPUR | UTTAR PRADESH | 273016 | ₹2.3 Cr | L3 | Rejected-AOC Accept |
| 4 | L4₹2.3 CrRejected-AOC | ₹2.3 Cr | L4 | Rejected-AOC Accept |
| 5 | Rejected-Technical II 115 JME SHAKTINAGAR DIST SONEBHADRA U P 231222 | SHAKTINAGAR | SONEBHADRA | UTTAR PRADESH | 231222 | - | - | Rejected-Technical Reject |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
2 Apr 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 Construction of Garage on the Ground Floor and Barrack on the First Floor in the Police Line Azamgarh District-Azamgarh (U.P.)
2026_UPPRC_1130071_1
118/UPPCL/GM-1/2025-26/ETENDER Dated-19.03.2026
Open Tender
Civil Works - Buildings
270 days
District-Azamgarh (U.P.)
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
₹4.8 L
3 Jun 2026
25 Mar 2026
2 Apr 2026
25 Mar 2026
2 Apr 2026
25 Mar 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 |
|---|---|---|---|---|---|---|
| 1Proposed Construction of Garage on the Ground Floor & Barrack on the First Floor in the Police Line Azamgarh District-Azamgarh | ||||||
| 2(1)- CIVIL WORK | ||||||
| 3Excavation in 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. | ||||||
| 4Filling of earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer incharge.. | ||||||
| 5 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. | 1 | CUM | - | - | BI01010001010000000000000515BI0100001123 |
| 6 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. | 1 | CUM | - | - | BI01010001010000000000000515BI0100001123 |
| 7 | 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 floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 1 | SQM | - | - | BI01010001010000000000000515BI0100001123 |
| 8RCC WORK UPTO PLINTH | ||||||
| 9Providing 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) | ||||||
| 10 | 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) (Raft foundation) | 0.4 | CUM | - | - | BI01010001010000000000000515BI0100001123 |
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