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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L1₹7.2 LAdmitted-Fee/PreQual/Technical/Finance 16 16 WALA KADAR ROAD KESARBAGH LUCKNOW LUCKNOW UTTAR PRADESH 226018 | LUCKNOW | UTTAR PRADESH | 226018 | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L1₹7.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L1₹7.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L1₹7.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹84,731
Closing Date
28 Oct 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer
Lucknow Municipal Corporation
Construction/beautification work of a hall for visitors near the statue of Baba Saheb Ambedkar in the Buddhist Vihar located in Naya Purv under Faizullaganj Second Ward.
2026_DOLBU_1199927_1
264(3)/CE/2026-27/02
Open Tender
Civil Works
Fixed-rate
Lucknow Municipal Corporation
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Lucknow Municipal Corporation
₹84,731
29 Oct 2026
23 Oct 2026
28 Oct 2026
23 Oct 2026
28 Oct 2026
23 Oct 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 | Earth work In excavation by mechanical means (Hydraulic excavator)/ manual means over a.reas (exceeding 30 cm in d.epth, 1.5 m in width as
well as 10 sqm on plan) including getting,;;ut and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | 21.82 | cum | 140.21 | ₹3,059.38 |
| 2 | P/L CC 1:5:10 with cement sand and 40 mm gauge stone ballast and all com of work | 8.89 | cum | 4,889.51 | ₹43,467.74 |
| 3 | P/L CC 1:2:4 with cement sand and 20 mm gauge stone grit and all com of work | 5.56 | cum | 6,145.83 | ₹34,170.81 |
| 4 | (1 cemenl : 1½ coarse sand {zone-Ill) derivedfrom natural sources : 3 graded stone aggregate 20 mmnominal size derived from natural sources). | 23.4 | cum | 9,088.8 | ₹2,12,677.92 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts andStruts | 149.93 | SQM | 732.48 | ₹1,09,820.73 |
| 6 | Reinforcement work TMT bars | 20.21 | QTL | 8,519 | ₹1,72,168.99 |
| 7 | M-150 class B/W in cement mortar 1:4 cement : c.sand etc. all comp. FOUNDATION WORK | 6.09 | cum | 6,715 | ₹40,894.35 |
| 8 | M-150 class B/W in cement mortar 1:4 cement : c.sand etc. all comp. in super structure | 16.25 | cum | 7,469 | ₹1,21,371.25 |
| 9 | 12mm Plaster in 1:6 cement c.sand mortar etc. all comp. | 108.47 | sqm | 271.46 | ₹29,445.27 |
| 10 | M.S. work in fabrication in heavy work etc. all comp. | 187.24 | KG | 92.7 | ₹17,357.15 |
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BOQ_2269639.xls
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