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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹39.7 LAdmitted-Finance | -0.03% | ₹39.7 L | L1 | Admitted-Finance |
| 2 | L2₹39.8 LAdmitted-Finance | +0.00% | ₹39.8 L | L2 | Admitted-Finance |
| 3 | L3₹40.4 LAdmitted-Finance | +1.50% | ₹40.4 L | L3 | Admitted-Finance |
Updated dates
Tender Value
₹46.9 L
EMD Value
₹4.7 L
Closing Date
6 May 2026, 2:00 pmClosed
EXCEUTIVE OFFICER
EXCEUTIVE OFFICER NAGAR PALIKA PRISHAD NAWABGANJ
Construction work of covered RCC drain from Bhuiyare Baba to Baburiha Basti in front of Shravan house on Baburiha link road in Ward-Alapur.
2026_DOLBU_1130188_1
2072/2073/MUKA/2025-26 DATE 24-03-2026
Open Tender
Civil Works
90 days
NAGAR PALIKA PRISHAD NAWABGANJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,795
Yes
0315104000102247 IDBI BANK
₹4.7 L
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 PerD.S.R | |||||
| 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 | |||||
| 3RCC 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 | |||||
| 4RCC 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 | |||||
| 5Centering & Shuttering including Strutting, Propping etc & Removal of for foundation, futting , coloumn etc As Per D.S.R. No-5.9.1 @392.15*0.755=296/Sqm | |||||
| 6Steel 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 | |||||
| 7Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. D.S.R. No-2.25 @196x0.735=144 SAY-140/- | |||||
| 8S/F innogration stone/ sign board.etc all complete. | |||||
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