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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.2 LAdmitted-Finance | -0.12% | ₹6.2 L | L1 | Admitted-Finance |
| 2 | L2₹6.2 LAdmitted-Finance | -0.10% | ₹6.2 L | L2 | Admitted-Finance |
| 3 | L3₹6.2 LAdmitted-Finance | -0.08% | ₹6.2 L | L3 | Admitted-Finance |
Updated dates
Tender Value
₹6.2 L
EMD Value
₹10,550
Closing Date
5 May 2026, 5:00 pmClosed
Executive officer
Nagar Panchayat Bachhrawan Raebareli
In Ward No. 04 Kuti Mohalla construction work of rubber mould interlocking and side from the side of water tank bypass road cemetery boundary via Aharwadin s house to Siyaram Paswans house.
2026_DOLBU_1134529_6
1605/npb/date-07-04-2026
Open Tender
Civil Works
60 days
Nagar Panchayat Bachhrawan Raebareli
Please refer Tender documents.
3 documents required · 3 mandatory
₹800
Executive officer
₹10,550
8 May 2026
9 Apr 2026
6 May 2026
9 Apr 2026
5 May 2026
9 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 |
|---|---|---|---|---|---|---|
| 1Enterlocking and Nali WORK | ||||||
| 1.01 | 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 | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Earthwork in Filling ordinary soil all respects as per PWD S.I.no 18-09-20-21 Sl no. 2.25(a) | - | 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 | - | m3 | - | - | 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 | P/L cement concrete in 1:2:4 in cement, Fine sand & 20 mm grade stone grit including all respects as per PWD S.I. no. 4.1.3 18-09-20-21 | - | m3 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.07 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 1.08 | 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 | - | m3 | - | - | BI01010001010000000000000515BI0100001120 |
RCC work in slab 1:2:4 in cement, course sand & 20 mm grader stone grit excluding supply of reinforcemen! but ixcluding cost of centering and shuttering etc. all respects as pwd S.1. no 16(2) 5.1.3 | - | m3 | - | - | BI01010001010000000000000515BI0100001121 | |
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