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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.3 LAccepted-AOC | ₹81.3 L | L1 | Accepted-AOC Accept |
| 2 | L2₹81.6 L+₹32,881.37 (0.40%)Rejected-AOC 10A 9A MUMFORDGANJ ALLAHABAD | ALLAHABAD | PRAYAGRAJ | UTTAR PRADESH | ₹81.6 L+₹32,881.37 (0.40%) | L2 | Rejected-AOC Accept |
Tender Value
₹82.2 L
EMD Value
₹1.6 L
Closing Date
4 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.
Construction work of Non Residential Buildings of the New Reporting Police Post in Remote Kaseruwa in the Raniganj Police Station, District-Pratapgarh (U.P.)
2026_UPPRC_1130608_1
121/UPPCL/GM-1/2025-26/ETENDER Dated-20.03.2026
Open Tender
Civil Works - Buildings
Percentage
180 days
District-Pratapgarh (U.P.)
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
₹1.6 L
11 Jun 2026
28 Mar 2026
4 Apr 2026
28 Mar 2026
4 Apr 2026
28 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 |
|---|---|---|---|---|---|
| 1Construction work of Non Residential Buildings of the New Reporting Police Post in Remote Kaseruwa in the Raniganj Police Station, District-Pratapgarh | |||||
| 2(A) NON RESIDENCE BUILDING | |||||
| 3Earth 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. | |||||
| 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 | cum | - | - |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 1 | cum | - | - |
| 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) | 1 | cum | - | - |
| 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) | 1 | cum | - | - |
| 8 | 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). Lintels | 1 | cum | - | - |
| 9Reinforced 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). Slabs | |||||
| 10Reinforced 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). Beams | |||||
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