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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹1.4 CrRejected-AOC | ₹1.4 Cr | L2 | Rejected-AOC Accept |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
18 May 2026, 2:00 pmClosed
General Manager, Zone-1, Prayagraj
General Manager, Zone-1, U. P. Projects Corporation Ltd. 230/1A, Mehdaury, Teliyarganj, District-Prayagraj.
Construction work of Boundary wall of 50 Beded Critical Care Unit Building of District-Kaushambi
2026_UPPRC_1147608_1
21/UPPCL/GM-1/2026-27 /E-TENDER Dated-28.04.2026
Open Tender
Civil Works - Buildings
180 days
District-Kaushambi (U.P.)
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
₹2.8 L
18 Jun 2026
12 May 2026
18 May 2026
12 May 2026
18 May 2026
12 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 | Construction work of Boundary wall of 50 Beded Critical Care Unit Building of District-Kaushambi | - | - | - | - |
| 2 | (A) 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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | CUM | 127.66 | - |
| 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 : 8 graded stone aggregate 40 mm nominal size) | - | CUM | 4,899.17 | - |
| 5 | 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). RCC Lintel Band | - | CUM | 8,274.73 | - |
| 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). RCC Plinth Band | - | CUM | 6,505.68 | - |
| 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 : Up to plinth level | - | CUM | 6,505.68 | - |
| 8 | 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 : Above plinth level | - | CUM | 7,805.41 | - |
| 9 | As in item 3 above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete) | - | CUM | 6,505.68 | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | QTL | 7,756.55 | - |
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