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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.0 LAdmitted-Finance | -29.12% | ₹24.0 L | L1 | Admitted-Finance |
| 2 | L2₹33.9 LAdmitted-Finance | -0.03% | ₹33.9 L | L2 | Admitted-Finance |
| 3 | L3₹33.9 LAdmitted-Finance | +0.00% | ₹33.9 L | L3 | Admitted-Finance |
| 4 | L4₹34.2 LAdmitted-Finance | +1.00% | ₹34.2 L | L4 | Admitted-Finance |
Tender Value
₹40.0 L
EMD Value
₹4.0 L
Closing Date
13 Apr 2026, 2:00 pmClosed
EXCEUTIVE OFFICER
EXCEUTIVE OFFICER NAGAR PALIKA PRISHAD NAWABGANJ
In Ward- Makdoompur, construction of CC road, chamber and cross drain from water tank to Satyam house via Rahul Saini house.
2026_DOLBU_1128394_1
2048/2049/MUKA/2025-26 DATE 20-03-2026
Open Tender
Civil Works
90 days
NAGAR PALIKA PRISHAD NAWABGANJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,197
Yes
0315104000102247 IDBI BANK
₹4.0 L
Yes
28 Apr 2026
23 Mar 2026
15 Apr 2026
23 Mar 2026
13 Apr 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1Side clearence & malva cleaning, site photograps etc. | |||||
| 2Dismantling Of Old damage C.C.cement C snd mortar etc all complete. S.I. NO-692 | |||||
| 3Earthwork in excavation in ordinary soil including 1.50 mt lift & 30 mt lead etc all complete. | |||||
| 4Earthwork in cutting or Embankment with ordinary soil including disposal up to 5km distance from site etc all complete. | |||||
| 5P/L CC 1:6:12 in cement f sand & 40mm brick ballast etc all complete. | |||||
| 6M-150 class brick work 1:4 cement ,c. sand mortar etc all complete.S.I.NO 305(b) | |||||
| 7Construction of granular sub-base (GSB) by providing well graded material, spreading in uniform layers and its well consolidation including etc all complete. | |||||
| 8Construction 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) | |||||
| 912mm thick cement plaster 1:3 cement ,c. sand mortar etc all complete S.I.NO. 580 | |||||
| 10Rcc work in 1:2:4 In cement C sand & 20 MM stonegrit etc all complete. | |||||
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BOQ_2104614.xls
BOQ • 0.25 MB
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