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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical B 304 RAJAJIPURAM AMBA PALACE AWAS VIKAS COLONY LUCKNOW UTTAR PRADESH 226001 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical 15 3 625017 | MADURAI | TAMIL NADU | 625017 | Admitted-Fee/PreQual/Technical |
Tender Value
Refer Docs
EMD Value
₹4.1 L
Closing Date
5 Jun 2026, 3:00 pmClosed
Chief Engineer
Lucknow Municipal Corporation
Construction work of CC road and drain inside Barawan Khurd under Honorable Lal Ji Tandon Ward towards H-3 Amrapali Yojana (from Pankaj General Store via Jaichand house to Dhaval Kishore house and Anshu street).
2026_DOLBU_1151168_1
34/CE/2026-27/10
Open Tender
Civil Works
Lucknow Municipal Corporation
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,053
Lucknow Municipal Corporation
₹4.1 L
5 Jun 2026
20 May 2026
5 Jun 2026
20 May 2026
5 Jun 2026
20 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 |
|---|---|---|---|---|---|
| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the engineer in charge with in a distance of 60 m (200 ft) | 12.14 | Cum. | 1,627.46 | ₹19,757.36 |
| 2 | Dismantling of old interlocking tiles from footpath central verge including removal of rubbish etc. | 960 | Sqm. | 104.07 | ₹99,907.2 |
| 3 | Earth work filling dresing/ remimg compaction including 5 km distance etc all copmlete work at site | 358.5 | Cum. | 553.35 | ₹1,98,375.98 |
| 4 | Earth work in surface excavation not exceeding 30 cm depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth up to 50 m and lift up to 1.5 m as directed by engineer- in- charge 2.1.1 all kinds of soil 0 to 0.30 m | 189.6 | Cum. | 140.21 | ₹26,583.82 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:5:10 (1 cement : 5 coarse sand (zone-III) 10 graded stone aggregate 40 mm (norminal size) | 42.24 | Cum. | 4,889 | ₹2,06,511.36 |
| 6 | Brick work with common burnt day (non modular) brick of class -150 in foundation and plinth in Cement morter 1:4 (1cement : 4 coarse sand) | 125.14 | Cum. | 6,715 | ₹8,40,315.1 |
| 7 | 12 mm thik cement plaster of mix 1:4 ( 1 cement 4 coarse sand) | 719.4 | Sqm. | 271.46 | ₹1,95,288.32 |
| 8 | supply and laying graunal-sub-base by specification (nominal size aggregate 40mm 20mm 12.5mm6mm and 2.80mm dust) etc all comp. | 194.85 | Cum. | 3,866.86 | ₹7,53,457.67 |
| 9 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement all work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand :3 graded stone aggregate 20mm nominal size taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. | 194.85 | Cum. | 7,145 | ₹13,92,203.25 |
| 10 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement all work upto plinth level 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size | 2.88 | Cum. | 6,780.45 | ₹19,527.7 |
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