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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 CrAccepted-AOC GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | ₹10.9 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹11.0 CrRejected-AOC 9 2 136 CHOWK MAHAJANI TOLA RIKABGANJ FAIZABAD AYODHYA U P | FAIZABAD | AYODHYA | UTTAR PRADESH | ₹11.0 Cr | L2 | Rejected-AOC Accepted |
| 3 | L3₹11.0 CrRejected-AOC ADARSH NAGAR BASHARATPUR GORAKHPUR UTTAR PRADESH 273004 | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273004 | ₹11.0 Cr | L3 | Rejected-AOC Accepted |
| 4 | Rejected-Technical 67 AASANI BAS PALANA PALANA BIKANER BIKANER RAJASTHAN 334402 UDYAM RJ 08 0063520 | BIKANER | RAJASTHAN | 334402 | - | - | Rejected-Technical Disqualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
Tender Value
₹11.0 Cr
EMD Value
₹22 L
Closing Date
9 Apr 2026, 2:00 pmClosed
General Manager, Zone-7, Lucknow
General Manager, Zone-7, U.P. Projects Corporation Ltd. Lucknow. Gomti Barrage, Left Bank, Gomti Nagar Lucknow.
Construction of Centre of excellence for Jila Shiksha and Prashikshan Sansthan Kanpur District-Kanpur Nagar (U.P.)
2026_UPPRC_1133069_1
92/UPPCL/GM-7/E-TENDER/2025-26 Dated-25.03.2026
Open Tender
Civil Works - Buildings
Percentage
365 days
District-Kanpur Nagar (U.P.)
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
₹22 L
10 Jul 2026
3 Apr 2026
9 Apr 2026
3 Apr 2026
9 Apr 2026
3 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 | Construction of Centre of excellence for Jila Shiksha and Prashikshan Sansthan Kanpur District-Kanpur Nagar (U.P.) | - | - | - | - |
| 2 | ADMIN BUILDING
Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. | - | CUM | - | - |
| 3 | Carted Earth filling | - | CUM | - | - |
| 4 | Providing and laying in position ready mixed or site batched design mix cementconcrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to eithe.r re-design the mix or bear the cost of extra cement. Concrete of M10 grade with minimum cement content of 220 kg /cum | - | CUM | - | - |
| 5 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. | - | CUM | - | - |
| 6 | Construction of drain along with apron. 150X150MM | - | RM | - | - |
| 7 | Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround 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 : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) | - | SQM | - | - |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement contentin design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work upto Plinth Lvl. (a) Tie Beam | - | CUM | - | - |
| 9 | (b) R.C.C.work in foundation / Footing | - | CUM | - | - |
| 10 | (c) R.C.C.work in Column upto Plinth Lvl. | - | CUM | - | - |
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