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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 CrAccepted-AOC | ₹14.6 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹14.6 CrRejected-AOC | ₹14.6 Cr | L2 | Rejected-AOC Accepted |
| 3 | L3₹14.6 CrRejected-AOC | ₹14.6 Cr | L3 | Rejected-AOC Accepted |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
Tender Value
₹14.6 Cr
EMD Value
₹29.3 L
Closing Date
1 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 50 Bedded Critical Care Hospital Block Under PM-ABHIM at Manawar Kanshiram Combined Hospital and Trauma Center District-Kanpur Nagar (U.P.)
2026_UPPRC_1128831_1
84/UPPCL/GM-7/E-TENDER/2025-26 Dated-17.03.2026
Open Tender
Civil Works - Buildings
Percentage
540 days
District-Kanpur Nagar (U.P.)
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
₹29.3 L
5 Jun 2026
24 Mar 2026
1 Apr 2026
24 Mar 2026
1 Apr 2026
24 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 |
|---|---|---|---|---|---|
| 1Construction of 50 Bedded Critical Care Hospital Block Under PM-ABHIM at Manawar Kanshiram Combined Hospital & Trauma Center District-Kanpur Nagar (U.P.) | |||||
| 2HOSPITAL BUILDING (UPTO PLINTH) | |||||
| 3Excavation 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. Excavation up to 1.50 mt. | |||||
| 4Filling of carted earth | |||||
| 5Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | |||||
| 6Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) | |||||
| 7Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | |||||
| 8Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | |||||
| 9Treatment of masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 ce ment : 2 coarse sand) to the full depth of the hole,With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | |||||
| 10Providing 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 content in 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 up to plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum. For 362 kg/Cum [For M-25 32 Kg X 5.156] (Tie beams) | |||||
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