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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85.5 LAccepted-AOC | ₹85.5 L Quoted ₹93.4 L | L1 | Accepted-AOC bond registered |
| 2 | L2₹98.6 LRejected-Finance SONBHADRA | UTTAR PRADESH | 231205 | ₹98.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹1.1 CrRejected-Finance | ₹1.1 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹1.1 CrRejected-Finance MIRZAPUR | ₹1.1 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹1.1 CrRejected-Finance 52 H NEW COLONY ROBERTSGANJ SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | ₹1.1 Cr | L5 | Rejected-Finance L5 |
Tender Value
₹1.5 Cr
EMD Value
₹9.7 L
Closing Date
20 Feb 2026, 12:00 pmClosed
SE MZP CIRCLE PWD MIRZAPUR
SE MZP CIRCLE PWD MIRZAPUR
Genaral Repair With Renewal of Paraspani Gadwani to Bhabhanpari Link Road
2026_CEMRZ_1114935_18
564/53 COM MZP CIRCLE 2025 DATE 04.02.2026
Open Tender
Civil Works
150 days
EE PD PWD SONBHADRA
AS PER NIT
3 documents required · 3 mandatory
₹2,720
Yes
₹9.7 L
Yes
27 Mar 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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