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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.3 LAccepted-Finance 52 H NEW COLONY ROBERTSGANJ SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | ₹33.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹36.0 LRejected-Finance | ₹36.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹37.2 LRejected-Finance | ₹37.2 L | L3 | Rejected-Finance L3 |
Tender Value
₹48.1 L
EMD Value
₹4.4 L
Closing Date
20 Feb 2026, 12:00 pmClosed
SE MZP CIRCLE PWD MIRZAPUR
SE MZP CIRCLE PWD MIRZAPUR
Genaral Repair With Renewal of Barbaspur to Rehi Link Road
2026_CEMRZ_1114935_11
564/53 COM MZP CIRCLE 2025 DATE 04.02.2026
Open Tender
Civil Works
60 days
EE PD PWD SONBHADRA
AS PER NIT
3 documents required · 3 mandatory
₹2,720
Yes
₹4.4 L
Yes
2 Apr 2026
12 Feb 2026
20 Feb 2026
12 Feb 2026
20 Feb 2026
12 Feb 2026
Providing, laying, spreading and compacting stone aggregates of 22.4-53mm Sukrut Stone ballast size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Type-B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and applying tack coat with bitumen on primed surface at the rate of 0.30 kg/Sqm using manual mens as per techanical specification clause 503.
Providing Laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm & 11.2 mm aggregate either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base. Including mixing in a suitable plant or mixol laying and rolling with a three wheels 80-100 KN static roller capacity, finished to required level and grade.
Providing and laying of seal coat type "C" sealing the voids in a bitumens surface laid to the specified levels,using crushed stone chipping 6.7 mm size and penetration bitumen grade V.G.-10 as per techinical Specification Clause 510.(Including cost of bitumen)
Earthwork on Patari ordinary soil excavation to be the form of regular pit not exceeding 1/2 meter in depth and e/w in embankment to be in 20cm layers,i/c ramming/rolling and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the E/I.
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