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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.2 LAdmitted-Finance | -0.12% | ₹2.2 L | L1 | Admitted-Finance |
| 2 | L2₹2.2 LAdmitted-Finance | -0.10% | ₹2.2 L | L2 | Admitted-Finance |
| 3 | L3₹2.2 LAdmitted-Finance | -0.05% | ₹2.2 L | L3 | Admitted-Finance |
Tender Value
₹2.2 L
EMD Value
₹3,659
Closing Date
11 May 2026, 5:00 pmClosed
Executive officer
Nagar Panchayat Bachhrawan Raebareli
Repair of toilet and door and plaster and painting work next to Khudia Mata Temple in Mohalla Maniharan Tola under Ward No. 07.
2026_DOLBU_1139508_1
1638/npb/date-07-04-2026
Open Tender
Civil Works
30 days
Nagar Panchayat Bachhrawan Raebareli
Please refer Tender documents.
3 documents required · 3 mandatory
₹250
Executive officer
₹3,659
14 May 2026
20 Apr 2026
12 May 2026
20 Apr 2026
11 May 2026
20 Apr 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 |
|---|---|---|---|---|---|---|
| 1शौचालय की मरम्मत | ||||||
| 1.01 | site clearance as per site. Scarping of old paintin. | - | M2 | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Earth work in excavation of foundation in ordinary soil all respects as per PWD S.l.no 18-09-20-21 St no. 2.1.1 | - | M3 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | P/L cement concrete in 1:6:12 in cement, Fine sand & 40 mm gauge brick ballast including all respects as per PWD S.I. no. 273 18-09-20-21 | - | M2 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | M-150/ First class brick work in 1:4 cement and coarse sand mortar including all respect. As per PWD specification no. 16-11-18-09-20-21 | - | M3 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | 12 mm coment plaster in 1:4-in cement and coure sand excluding all respects as per pwd S.I.no (2) 13.4.118-9-20-21 | - | M2 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.06 | Construction of granular sub base by well provided well graded material, spreading in uniform layers with morial grader on prepared surface & well compacted smooth roller to achieve the density as per technical Specification clause 401 | - | M2 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.07 | wall putty with all complete intem no 7 as per aria | - | M2 | - | - | BI01010001010000000000000515BI0100001119 |
| 1.08 | wall putty with all complete intem no 7 as per aria | - | M2 | - | - | BI01010001010000000000000515BI0100001120 |
| 1.09 | P/L 80mm thick zig-zag shaped rubber mould interlocking ties compressive strength shall not be less than 30 MPA & waith is not less than 5.50 kg. including 04 cm thick cushion of local sand & 01 cm 14 thick layer spreading for joint filling including all respects as per pwd. as per checked analysis of rate S.I.No. (34) Mald 1500 (6.7) 18-9-20-21 | - | M2 | - | - | BI01010001010000000000000515BI0100001121 |
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