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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹60.6 LAccepted-AOC B 7 GURU NANAK NAGAR MATHURA | MATHURA | MATHURA | UTTAR PRADESH | 1 | Accepted-AOC L1 | |
| 2 | 2₹61.3 L+₹67,459.65 (1.11%)Rejected-Finance | 2 | Rejected-Finance Being Second Lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical All Required Document are Not Complete |
Tender Value
₹61.3 L
EMD Value
₹1.2 L
Closing Date
10 Mar 2026, 2:00 pmClosed
General Manager (Zone-4) Agra
H No. A-121, Sec-13, Avas Vikas Colony, Sikandra, Agra
Building Maintenance Work of Maharana Pratap Hostel at Challesar Campus of Dr. B.R. Ambedkar University, Agra (U.P)
2026_UPPRC_1121271_1
40/GM-4/UPPCL/2025-26 Dated 25.02.2026
Open Tender
Miscellaneous Works
Percentage
180 days
University Agra
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
₹1.2 L
Office of General Manager (Zone-4) Agra
20 Jun 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
6 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 |
|---|---|---|---|---|---|
| 1 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineerin-charge | - | Sqm | - | - |
| 2 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineerin-charge | - | Sqm | - | - |
| 3 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area beyond 3 sq. metres | - | Sqm | - | - |
| 4 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead | - | Sqm | - | - |
| 5 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge | - | Cum | - | - |
| 6 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | - | Sqm | - | - |
| 7 | Neat cement punning | - | Cum | - | - |
| 8 | 6 mm cement plaster of mix :1:3(1cement:3 coarse sand | - | Sqm | - | - |
| 9 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) | - | Sqm | - | - |
| 10 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs,balconies, terraces etc consisting of following operations Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and pproved by Engineerin-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by gineerin-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : with average thickness of 120 mm and minimumthickness at khurra as 65 mm | - | Sqm. | - | - |
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