Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 CrAccepted-AOC BHAGATPUR SHIVPUR VARANASI | VARANASI | UTTAR PRADESH | 221001 | ₹18.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹18.4 CrRejected-AOC DARSAN NAGAR AYODHYA 224001 | AYODHYA | AYODHYA | UTTAR PRADESH | 224001 | ₹18.4 Cr | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-M/s V.P. Construction, D-171, Indira Nagar, District- Luckow Vide sadi Letter-3004 Dated-27-04-2026 Said he cant not particieded in the Tender. |
Tender Value
₹18.6 Cr
EMD Value
₹37.1 L
Closing Date
27 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 C.M. Modal Composite Vidyalaya (Pri-Primary to Class-12 ) at Noor Nagar, Bhadarasa (Tehsil-II) District- Lucknow (U.P.)
2026_UPPRC_1139374_1
19/UPPCL/GM-7/E-TENDER/2026-27 Dated-17.04.2026
Open Tender
Civil Works - Buildings
Percentage
730 days
District- Lucknow (U.P.)
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
₹37.1 L
12 Jun 2026
21 Apr 2026
27 Apr 2026
21 Apr 2026
27 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 |
|---|---|---|---|---|---|
| 1 | Construction of C.M. Modal Composite Vidyalaya (Pri-Primary to Class-12 ) at Noor Nagar, Bhadarasa (Tehsil-II) District- Lucknow (U.P.) | - | - | - | - |
| 2 | CIVIL WORKS (MAIN BUILDING) | - | - | - | - |
| 3 | 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 | - | - |
| 4 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. | - | CUM | - | - |
| 5 | 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 cementcontent, the contractor shall have discretion to either re-design the All works upto plinth level :mix or bear the cost of extra cement. Concrete of M10 grade with minimum cement content of 220 kg /cum | - | CUM | - | - |
| 6 | 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 | - | - |
| 7 | Construction of drain along with apron. 150X150MM | - | RM | - | - |
| 8 | 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. | - | - | - | - |
| 9 | (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 | - | - | - | - |
| 10 | (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 | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.63 MB
BIDDOC19.pdf
Tender Documents • 21.46 MB
BOQ_2127205.xls
BOQ • 2.92 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].