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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 CrAccepted-AOC 1 7 VISHVAS KHAND GOMTINAGAR LUCKNOW UP 226010 | LUCKNOW | LUCKNOW | UP | 226010 | ₹14.5 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹14.6 CrRejected-AOC 09 SAVITRI ENCLAVE NEW HYDERABAD LUCKNOW LUCKNOW UTTAR PRADESH 226007 UDYAM UP 50 0123339 | LUCKNOW | UTTAR PRADESH | 226007 | ₹14.6 Cr | L2 | Rejected-AOC Accepted |
Tender Value
₹14.6 Cr
EMD Value
₹29.2 L
Closing Date
15 May 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 Second Floor on A-Block of U.P. Transport Commissioner Office District- Lucknow (U.P.)
2026_UPPRC_1145280_1
23/UPPCL/GM-7/E-TENDER/2026-27 Dated-18.04.2026
Open Tender
Civil Works - Others
365 days
District- Lucknow (U.P.)
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
₹29.2 L
9 Jun 2026
5 May 2026
15 May 2026
5 May 2026
15 May 2026
5 May 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 | Construction of Second Floor on A-Block of U.P. Transport Commissioner Office District- Lucknow (U.P.) | - | - | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil. | - | - | - | - | BI01010001010000000000000515BI0100001123 |
| 3 | 0.00 TO 1.50 MTR. | 397 | CUM | 137.19 | ₹54,464.43 | BI01010001010000000000000515BI0100001123 |
| 4 | Filling 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 m and lift upto | 397 | CUM | 151.49 | ₹60,141.53 | BI01010001010000000000000515BI0100001123 |
| 5 | 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) | 26.47 | CUM | 5,265.12 | ₹1,39,367.73 | BI01010001010000000000000515BI0100001123 |
| 6 | 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 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.Concrete of M30 grade with minimum cement content of 350 kg /cum. (For R.C.C. Raft) | 117.25 | CUM | 7,463.07 | ₹8,75,044.96 | BI01010001010000000000000515BI0100001123 |
| 7 | 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 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.Concrete of M30 grade with minimum cement content of 350 kg /cum. (For R.C.C. Raft) | 1,222.55 | SQM | 743.01 | ₹9,08,366.88 | BI01010001010000000000000515BI0100001123 |
| 8 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. ln gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 24,994.45 | KG | 133.41 | ₹33,34,509.57 | BI01010001010000000000000515BI0100001123 |
| 9 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-'l AAC blocks of density 551 to 650 kg/cum conforming to lS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | 77.75 | CUM | 7,880.25 | ₹6,12,689.44 | BI01010001010000000000000515BI0100001123 |
| 10 | Brick work withcommon brunt clayF.P.S. ( non modular ) bricks of class -designation 7.5 insuperstructure above plinth level up to floor V level in all shapes and sizes in cement mortor 1:6 ( 1 cement:6 coarse sand ) | 3.15 | CUM | 7,038.15 | ₹22,170.17 | BI01010001010000000000000515BI0100001123 |
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