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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.0 LAccepted-AOC GARHI ROAD MOHALLA KASHIPURAM GARHI ROAD LAKHIMPUR KHERI UTTAR PRADESH 262701 | KHERI | UTTAR PRADESH | 262701 | ₹57.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹57.2 LRejected-AOC | ₹57.2 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualify |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualify |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualify |
Tender Value
₹60.0 L
EMD Value
₹1.2 L
Closing Date
28 Apr 2026, 3:00 pmClosed
General Manager Zone-3 UPPCL Lucknow
Office of the General Manager Zone-3 UPPCL Lucknow
Renovation work of Rajkiye Balika Inter College at Sonari Kalan Distt. Amethi
2026_UPPRC_1138191_1
07/GM-3/UPPCL/2026-27 DATE-15.04.2026
Open Tender
Civil Works - Buildings
180 days
Amethi
As per Bid Documents
2 documents required · 2 mandatory
₹11,800
₹1.2 L
20 Jun 2026
21 Apr 2026
28 Apr 2026
21 Apr 2026
28 Apr 2026
21 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 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand F.M.-2.25 | - | SQM | - | - | 1 |
| 2 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. F.M.-2.25 | - | SQM | - | - | 2 |
| 3 | 12mm cement plaster in ceiling, sunshade etc. (1)1 cement : 4 coarse sand. F.M.-2.25 | - | SQM | - | - | 3 |
| 4 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600 x 1200 mm (Anti skid/mat finished tile) | - | SQM | - | - | 4 |
| 5 | Providing & laying vitrified fioor tiles Kajaria Kerro Brand or equivalent brand of super quality in different sizes (thickness to be specified by the manufacturer) with water absorption less than0.08% and conforming to IS : 15622 of approved make in all colours & shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand ) including grouting the joints with white cement and matching pigment etc. complete. (size of tiles 600 x 1200 mm) (Anti skid/mat finished tile) | - | SQM | - | - | 5 |
| 6 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : | - | SQM | - | - | 6 |
| 7 | 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: (a) 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 107 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-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 Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
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” | - | SQM | - | - | 7 |
| 8 | Dismantling exiting plaster including disposal of refuse as directed by te Engineer-in-charges with in a distance of 60 meters (200ft.) | - | SQM | - | - | 8 |
| 9 | Dismantling cement concrete or brick or granolithic floors including base cocrete and including stacking of dismmantled materials as directed by the Engineer-in-charges with in a distance of 60 meters(200ft.) For thickness of tiles above 25 mm and up to 40 mm | - | SQM | - | - | 9 |
| 10 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge
Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. | - | SQM | - | - | 10 |
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