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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.0 LAdmitted-Finance | -0.04% | ₹7.0 L | L1 | Admitted-Finance |
| 2 | L2₹7.1 LAdmitted-Finance | +1.00% | ₹7.1 L | L2 | Admitted-Finance |
| 3 | L3₹7.2 LAdmitted-Finance | +2.00% | ₹7.2 L | L3 | Admitted-Finance |
Updated dates
Tender Value
₹8.3 L
EMD Value
₹82,800
Closing Date
6 May 2026, 2:00 pmClosed
EXCEUTIVE OFFICER
EXCEUTIVE OFFICER NAGAR PALIKA PRISHAD NAWABGANJ
Construction of CC road from Bablu Kaparia house to Rahim house in village Majhlepur in Ward-Badhiyan Tola.
2026_DOLBU_1130280_1
2072/2073/MUKA/2025-26 DATE 24-03-2026
Open Tender
Civil Works
60 days
NAGAR PALIKA PRISHAD NAWABGANJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,280
Yes
0315104000102247 IDBI BANK
₹82,800
Yes
15 May 2026
27 Mar 2026
8 May 2026
27 Mar 2026
6 May 2026
27 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. As Per Annalysis | |||||
| 2P/L concrete in 1:5:10 cement ,f.sand&40mm gauage Stone Aggregates etc all complete D.S.R.NO-4.1.10A @ 4911.85 X 0.755=3708.44 | |||||
| 3M-150 class brick work 1:4 cement ,c. sand mortar etc all complete | |||||
| 412mm thick cement plaster 1:3 cement ,c. sand mortar etc all complete As Per Annalysis | |||||
| 5Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 mtr as per Technical Specification Clause 301.5 | |||||
| 6Construction of grannlar sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. As Per Annalysis | |||||
| 7Construction 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) | |||||
| 8RCC work in 1:1.5:3 cement ,c.sand&20mm stone Grite etc all complete D.S.R. NO-5.2.2A @ 10682.15*0.755=8065.00 Excluding Centering & Shuttering | |||||
| 9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild Steel And Medium Tensile steel bars. As Per Annalysis 107.10x0.735= 78.71 Say=78.00/Kg Or 7800/Qtl | |||||
| 10PCC work in 1:2:4 cement ,c.sand& stone Grite etc all complete As Per Annalysis | |||||
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