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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.7 CrAdmitted-Finance 10 62 BAHAAR B SAHARA STATE JANKIPURAM LUCKNOW | -15.00% | ₹5.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.1 Cr+₹46.6 L (8.25%)Admitted-Finance | -7.99% | ₹6.1 Cr+₹46.6 L (8.25%) | L2 | Admitted-Finance |
| 3 | L3₹6.2 Cr+₹52.5 L (9.28%)Admitted-Finance | -7.11% | ₹6.2 Cr+₹52.5 L (9.28%) | L3 | Admitted-Finance |
| 4 | L4₹6.6 Cr+₹99.7 L (17.6%)Admitted-Finance | -0.01% | ₹6.6 Cr+₹99.7 L (17.6%) | L4 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹35.2 L
Closing Date
31 May 2025, 3:00 pmClosed
Chief Engineer
Lucknow Municipal Corporation
PROPOSED CONSTRUCTION OF COMMUNITY CENTER AT- SECTOR- J, VIDYAVATI WARD IIIrd, LUCKNOW VIDHAN SABHA -SAROJANI NAGAR.
2025_DOLBU_1041390_1
25/CE/2025-26
Open Tender
Civil Works
Percentage
Lucknow Municipal Corporation
Please refer Tender documents.
3 documents required · 3 mandatory
₹41,300
Lucknow Municipal Corporation
₹35.2 L
19 Jun 2025
21 May 2025
31 May 2025
21 May 2025
31 May 2025
21 May 2025
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 |
|---|---|---|---|---|---|
| 1BILL OF QUANTITY FOR MAIN BUILDING | |||||
| 1.01 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 745.57 | CUM | 140.22 | ₹1,04,543.83 |
| 1.02 | 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 1.5 m. | 521.9 | CUM | 154.83 | ₹80,805.78 |
| 1.03 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 111.04 | CUM | 1,677.66 | ₹1,86,287.37 |
| 1.04 | 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) | 112.02 | CUM | 5,381.16 | ₹6,02,797.54 |
| 1.05 | 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 M25 grade with minimum cement content of 330 kg /cum For Lintel Band | 4.4 | CUM | 7,789.26 | ₹34,272.74 |
| 1.06 | As in item 4 above but for slabs in M-25 | 212.98 | CUM | 7,789.26 | ₹16,58,956.59 |
| 1.07 | As in item 4 but for the lighter beams in M-25 | 190.2 | CUM | 7,789.26 | ₹14,81,517.25 |
| 1.08 | As in item 4 but for the Footing in M-25 | 238.66 | CUM | 7,789.26 | ₹18,58,984.79 |
| 1.09 | As in item 4 but for the Column in M-25 | 161.89 | CUM | 7,789.26 | ₹12,61,003.3 |
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