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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.0 LAdmitted-Finance | -0.05% | ₹15.0 L | L1 | Admitted-Finance |
| 2 | L2₹15.1 LAdmitted-Finance | +0.25% | ₹15.1 L | L2 | Admitted-Finance |
| 3 | L3₹15.1 LAdmitted-Finance | +0.50% | ₹15.1 L | L3 | Admitted-Finance |
Tender Value
₹15.0 L
EMD Value
₹31,000
Closing Date
9 Feb 2026, 5:00 pmClosed
EXECUTIVE OFFICER
NPP BELA PRATAPGARH
WARD NUMBER 04 SAHODARPUR PURVI MEIN TRANSFER SE JAIL BOUNDRY KE BAGAL SE HOTE HUE SANJAY PANDEY KE GHAR TAK BC SE SADAK KA SUDHIKARAN KA KARYA
2026_DOLBU_1107401_1
2475/NPP-2025 DATE- 14/01/2025
Open Tender
Civil Works - Others
30 days
NPP BELA PRATAPGARH
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,800
Yes
EXCUTIVE OFFICER
₹31,000
Yes
13 Mar 2026
19 Jan 2026
10 Feb 2026
19 Jan 2026
9 Feb 2026
19 Jan 2026
Cleaning of Road
Supply & Laying of 25.5 to 63mm Stone Grite G3
Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
Providing and laying Dense Graded Bituminous macadam (65mm) with Higher capacity batch type HMP Using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.5 per cent by weight of total mix and fillerm transporting the hot mix to work site, laying with a hydrostatic pavar finisher with sensor control to the required graded, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to acheive the desired compaction. As per MORTH Specification no- 5.4 (505, B) (Quarry-Dala)
Providing and Applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for B.C.
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical specification clause 301.5
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