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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹30.7 LAdmitted-Finance | -8.55% | ₹30.7 L | L1 | Admitted-Finance |
| 2 | L2₹33.6 L+₹2.8 L (9.24%)Admitted-Finance | -0.10% | ₹33.6 L+₹2.8 L (9.24%) | L2 | Admitted-Finance |
| 3 | L3₹34.3 L+₹3.5 L (11.5%)Admitted-Finance | +2.00% | ₹34.3 L+₹3.5 L (11.5%) | L3 | Admitted-Finance |
| 4 | L3₹34.3 L+₹3.5 L (11.5%)Admitted-Finance | +2.00% | ₹34.3 L+₹3.5 L (11.5%) | L3 | Admitted-Finance |
Tender Value
₹39.7 L
EMD Value
₹4.0 L
Closing Date
6 May 2026, 2:00 pmClosed
EXCEUTIVE OFFICER
EXCEUTIVE OFFICER NAGAR PALIKA PRISHAD NAWABGANJ
Ward- Makdoompur Mohalla Gayatripuram, construction of CC road and RCC drain from Harshit Verma house to RK Verma house.
2026_DOLBU_1133896_1
09/10/MUKA/2026-27 DATE 04-04-2026
Open Tender
Civil Works
Percentage
180 days
NAGAR PALIKA PRISHAD NAWABGANJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,163
Yes
0315104000102247 IDBI BANK
₹4.0 L
Yes
20 May 2026
8 Apr 2026
8 May 2026
8 Apr 2026
6 May 2026
8 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 |
|---|---|---|---|---|---|
| 1 | Side clearence & malva cleaning, site photograps etc. | - | Manday's | - | - |
| 2 | Dismentling of B/w In cc etc all complete. | - | Cum | - | - |
| 3 | Earthwork in excavation in ordinary soil including 1.50 mt lift & 30 mt lead etc all complete. | - | cum | - | - |
| 4 | P/L CC 1:6:12 in cement f sand & 40mm brick ballast etc all complete. | - | cum | - | - |
| 5 | M-150 class brick work 1:4 cement ,c. sand mortar etc all complete.S.I.NO 305(b) | - | cum | - | - |
| 6 | Construction of granular sub-base (GSB) by providing well graded material, spreading in uniform layers and its well consolidation including etc all complete. | - | cum | - | - |
| 7 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as (602) | - | Cum | - | - |
| 8 | 12mm thick cement plaster 1:3 cement ,c. sand mortar etc all complete S.I.NO. 580 | - | sqm | - | - |
| 9 | Rcc work in 1:2:4 In cement C sand & 20 MM stonegrit etc all complete. | - | cum | - | - |
| 10 | M.S or Iron work in Rcc work such as reinforce ment etc all complete. | - | Qtl | - | - |
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BOQ_2116570.xls
BOQ • 0.25 MB
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