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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.8 LAccepted-AOC | ₹71.8 L | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 3 | Not Admitted-Finance 117 N 566 KRISHNA DHAM KAKADEO KANPUR NAGAR KANPUR | KANPUR | KANPUR NAGAR | UTTAR PRADESH | - | - | Not Admitted-Finance Not qualified for AOC |
| 4 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 5 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
₹1.2 Cr
EMD Value
₹8.2 L
Closing Date
16 Feb 2026, 12:00 pmClosed
SE BANDA CIRCLE PWD BANDA
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
REPAIR WORK OF RANJ RIVER BRIDGE LOCATED AT KM 4 OF PUKARI LINK ROAD IN BANDA DISTRICT
2026_CEBAN_1114149_2
176/35 C-BANDA CIRCLE/2025-26 DT. 13-01-2026
Open Tender
Civil Works
60 days
BANDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,720
Yes
₹8.2 L
Yes
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
25 Mar 2026
10 Feb 2026
16 Feb 2026
10 Feb 2026
16 Feb 2026
10 Feb 2026
13 Feb 2026
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc. As per MoRTH specification. Informatory Sign Board
Removal of Vegitation / Plants, Removal of entier root inside the bridge portion. Remains of the root shall be treaded with special chemical treatment.(as per thespecification and Dorected by Engineer /incharg with prior approval of concerned Supritending Engineer.)
Replacement of old Drainage Spouts with new including dismentling and widening the existing opening and fixing new drainage Spout with M.S. Grating System
High Embankment Construction of embankment with approved material obtained from borrow pits with all lifts and leads (3.00 km.), transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Providing and Laying of a geotextile filter 180 gsm between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.
Providing and laying boulder pitching for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 40-60 kg laid dry complete as per drawing and technical specifications Clause 1301
Construction of Chute Drain
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