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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 CrAccepted-AOC | ₹18.2 Cr | L1 | Accepted-AOC L1 Firm |
| 2 | L2₹18.3 CrRejected-AOC | ₹18.3 Cr | L2 | Rejected-AOC L2 Firm |
| 3 | Rejected-Technical 53 VAISHAILI ENCLAVE SECTOR 9 INDIRA NAGAR LUCKNOW | LUCKNOW | - | - | Rejected-Technical Disqualify |
Tender Value
₹18.3 Cr
EMD Value
₹36.6 L
Closing Date
15 May 2026, 2:00 pmClosed
General Manager(QAE)
General Manager (QAE) U.P. Projects Corporation Ltd.. Gomti Barrage, Left Bank, Gomti Nagar Lucknow
CONSTRUCTION OF SAMEKIT VISHESH MADHYAMIK VIDHYALAYA AT BALRAMPUR, DISTT.- BALRAMPUR (U.P.)
2026_UPPRC_1140560_1
03/UPPCL/GM(QAE)/E-TENDER /2026-27
Open Tender
Civil Works
Percentage
730 days
DISTT.- BALRAMPUR (U.P.)
As Per BID Document
2 documents required · 2 mandatory
₹17,700
₹36.6 L
Lucknow
23 Jun 2026
23 Apr 2026
15 May 2026
23 Apr 2026
15 May 2026
23 Apr 2026
30 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 |
|---|---|---|---|---|---|
| 1 | ACADEMIC BLOCK (G+1)
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. All kinds of soil | 0.2 | 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. Ground floor | 0.6 | CUM | - | - |
| 3 | Supply and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Ground floor | 0.8 | 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) | 0.8 | CUM | - | - |
| 5 | Providing and injecting chemical emulsion for preconstruction ant termite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (3) Treatment of top surface of plinth filling 5 liters/sqm . | 1 | 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. | 0.2 | SQM | - | - |
| 7 | BRICK WORK
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in Foundation and Plinth in: Cement Mortar 1:6 (1 Cement : 6 Coarse sand 2.25FM | 0.8 | CUM | - | - |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in Superstructure above plinth level up to floor V level in all shapes and sizes in : Cement Mortar 1:4 (1 Cement : 4 Coarse sand 2.25FM GROUND FLOOR | 0.4 | CUM | - | - |
| 9 | FIRST FLOOR | 0.2 | CUM | - | - |
| 10 | MUMTY | 1 | CUM | - | - |
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