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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-Finance | ₹1.2 Cr | 1 | Accepted-Finance Being First Lowest |
| 2 | 2₹1.3 CrRejected-Finance | ₹1.3 Cr | 2 | Rejected-Finance Being Second Lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical All Required Document are Not Complete |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
13 Apr 2026, 2:00 pmClosed
General Manager (Zone-4) Agra
H No. A-121, Sec-13, Avas Vikas Colony, Sikandra, Agra
CONSTRUCTION OF PAKSHALA IN CHAKRA NO.1 AT CENTRAL JAIL AGRA DISTT-AGRA (U.P)
2026_UPPRC_1132854_3
45/GM-4/UPPCL/2025-26 Dated 30-03-2026
Open Tender
Civil Works - Buildings
365 days
Paksala Central Jail Agra
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
₹2.5 L
Office of General Manager (Zone-4) Agra
24 May 2026
2 Apr 2026
13 Apr 2026
2 Apr 2026
13 Apr 2026
2 Apr 2026
4 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 | PAKSHALA
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. | - | CUM | - | - | - |
| 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 | - | - | - |
| 3 | Supply and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | CUM | - | - | - |
| 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 | - | - | - |
| 5 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment(excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart. | - | SQM | - | - | - |
| 6 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | - | SQM | - | - | - |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttring, 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 | - | CUM | - | - | - |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttring, 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)
COLUMN | - | CUM | - | - | - |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttring, 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 BAND | - | CUM | - | - | - |
| 10 | Reinforced cement concrete work in beams, suspended floor, 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 the floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement: 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregrate 20mm nominal size derived from natural sources).
LINTEL BAND | - | CUM | - | - | - |
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