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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-Finance | ₹11.6 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹11.6 LRejected-Finance | ₹11.6 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹11.8 LRejected-Finance | ₹11.8 L | L3 | Rejected-Finance Rejected |
| 4 | Rejected-Technical HAISLA NAGAR CIVIL LINES BASTI 224001 | BASTI | BASTI | UTTAR PRADESH | 224001 | - | - | Rejected-Technical Rejected |
Tender Value
₹11.6 L
EMD Value
₹23,280
Closing Date
17 Feb 2026, 12:00 pmClosed
EE RED Ayodhya, Vikas Bhawan, Ayodhya
EE RED Ayodhya, Vikas Bhawan, Ayodhya
Under District Ayodhya, Construction of Interlocking Road from Asphalt Road in Hariharpur Balaiya to Salaru Khan graveyard, Lot No 16
2026_REDUP_1113578_16
4404/EE RED Ayodhya/25-26 Dt 06/01/2026
Open Tender
Civil Works
90 days
AYODHYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹23,280
EE RED Ayodhya, Vikas Bhawan, Ayodhya
14 May 2026
8 Feb 2026
17 Feb 2026
8 Feb 2026
17 Feb 2026
8 Feb 2026
10 Feb 2026
earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding .5 mt in depth and work in embankment to be in 20 cm . Including ramming and dressing the surface to reqquired levels and slopes &also including 1.5m lift &30 m lead including royloty required for proper complition of the work as per direction of E/I of the work including two lead &one lift etc.with out royloty charges (as per. S.I.253 (cartage of earth upto 5 Km)
Excavation for foundation in ordinary soil including normal lead and lift with all completion of work and including disposal upto three chain minimum. As per SI no-251.Schedule Rate
Providing and laying cement Concrete 1:6:12 (1 cement : 6 fine sand : 12 graded brick ballast / stone ballast40 mm normal size) including supply of all materials,labour and T & P etc,required for proper completion of the work.As per SI No-273
First class b/w in 1:4 in cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc required for proper completion of work. Asper S.I.No305(B)
Construction of grade 3 Granular sub-base by providing material,spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavator at at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Providing and laying of Interlocking Concrete Block Pavements having thickness 80mm PG 32 SI NO 8
12mm thick Plaster with cement mortar in proportion of 1:4 with Course sand SI No 586 (a)
Supply and fixing of granite stone information board i/c letter writing etc at site
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