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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.4 LAccepted-AOC KHUTAHAN MEWALI MIRZAPUR UTTAR PRADESH 231001 | MIRZAPUR | MIRZAPUR | UTTAR PRADESH | 231001 | ₹50.4 L | L1 | Accepted-AOC accept |
| 2 | L2₹52.8 LRejected-Finance BAISUHIYA MEWALI MIRZAPUR | ₹52.8 L | L2 | Rejected-Finance RATE |
| 3 | L3₹70.6 LRejected-Finance BHEVAR KARMANPUR AAMGHAT MIRZAPUR | MIRZAPUR | MIRZAPUR | UTTAR PRADESH | ₹70.6 L | L3 | Rejected-Finance RATE |
| 4 | L4₹76.9 LRejected-Finance | ₹76.9 L | L4 | Rejected-Finance RATE |
| 5 | L5₹78.5 LRejected-Finance KHETABPUR KASIMABAD GHAZIPUR | ₹78.5 L | L5 | Rejected-Finance RATE |
Tender Value
₹79 L
EMD Value
₹6.0 L
Closing Date
23 Mar 2026, 12:00 pmClosed
SE MZP CIRCLE PWD MIRZAPUR
SE MZP CIRCLE PWD MIRZAPUR
SR
2026_CEMRZ_1126546_1
854/53mzp circle /2025-26 dt 17-02-2026
Open Tender
Civil Works
60 days
MIRZAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,720
Yes
₹6.0 L
Yes
SE MZP CIRCLE PWD MIRZAPUR
29 May 2026
17 Mar 2026
23 Mar 2026
17 Mar 2026
23 Mar 2026
17 Mar 2026
17 Mar 2026
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. SI No 4.11 MORT&H Specification Clase 404.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing SI No 6.2 MORT&H Specification Clase 602.
Construction of Patari with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. SI No 3.16 MORT&H Specification Clase 305.
KC Drain Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.SI No 9.1 MORT&H Specification Clase 304.
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. SI No 9.4 MORT&H Specification Clase 2100.
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications SI No 13.1 MORT&H Specification Clase 1300 & 2200.
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications 13.3 MORT&H Specification Clase 1300 & 2200.
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