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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹25.1 L+₹28,523.15 (1.15%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹25.2 L+₹48,365.34 (1.95%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹24.8 L
EMD Value
₹2.5 L
Closing Date
2 Jun 2026, 5:00 pmClosed
EO, NPP Baraut
NPP Baraut
11 - Kasba Baraut ward no. 14 Nehri road pul se gandhi road pul tak dayi patri per RCC nali nirman karya.
2026_DOLBU_1153233_11
119/2026-27, Dt. 02-05-2026
Open Tender
Miscellaneous Works
Percentage
180 days
Baraut
Tender Fee EMD and other documents as per tender documents/NIT
2 documents required · 2 mandatory
₹2,926
EO, NPP Baraut
₹2.5 L
22 Jul 2026
25 May 2026
3 Jun 2026
25 May 2026
2 Jun 2026
25 May 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 | Earth work in excavation by mechanical means (hydraullic excavator ) / manual over area (exceeding 30cm in depth 1.5 m in width as well as 10 sqm on plan ) including getting out and disposal excavated earth lead upto 50m and lift up to 1.5m in comp position D.S.R 2023 SI NO 2.6.1 | 0.24 | cum | 132.9 | ₹31.88 |
| - | Cc in (1:4:8) in nalla bed with 4cm gauge b/ballast cement c/sand in comp.position D.S.R 2023 SI NO 4.1.8 | - | cum | 5,100 | - |
| - | Rcc work in (1:1;5;3) mortar in plinth beam with 2cm gauge stone grit cement c/sand including all material labour tools etc in comp.position DSR 2023 SI NO 5.2.2 | - | cum | 8,122 | - |
| - | Reinforcement and its bending but excluding its fixing and bending centring and shuttering including all material labour tools etcin comp position (s.i-504) | - | qtl | 8,500 | - |
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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xlsx
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details.html
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Tendernotice_1.pdf
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Tendernotice_2.pdf
PDF • 0.89 MB
BOQ_2161211.xls
BOQ • 0.28 MB
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