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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹12.5 LAccepted-AOC | ₹12.5 L | l1 | Accepted-AOC l1 |
| 2 | l2₹12.8 L+₹26,514.89 (2.12%)Rejected-AOC | ₹12.8 L+₹26,514.89 (2.12%) | l2 | Rejected-AOC l2 |
Tender Value
₹12.6 L
EMD Value
₹25,000
Closing Date
10 Aug 2026, 12:00 pmClosed
Er Narendra Chaudhary
Vikash Bhawan Unnao
Shuklaganj ke Mohall kanchan nagar me Dabbu ke Ghar se Rajan Awasthi ke Ghar tak Interlocking va Nali ka karye.
2026_REDUP_1171846_11
1077/RED/TENDER/Unnao/26-27 Dt-08-07-2026
Open Tender
Civil Works
Percentage
90 days
Unnao
Plz Refer Doc
2 documents required · 2 mandatory
₹2,384
₹25,000
Yes
14 Sept 2026
23 Jul 2026
10 Aug 2026
23 Jul 2026
10 Aug 2026
23 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | E/W in excavation in Ordinary soil for foundations pipe cable(loam clay or sand)including lift upto 1.5m leadupto 30m and dressing of side and rammings bottom and disposal of surplus excavated earth as directed by the engineer l/c within a lead of 30m in ordinary soil etc. all complete. As per si No-251 | 59.74 | Cum | - | - |
| 2 | E/w in cutting or embankment in ordinary soil excavation to be in theform of regular pits not exceeding l metre(20")in depth and earthwork in embankment to in 20cm iayers inciuding ramming&dresing thesurface to required ievels and siopes&also including 1.5m lift& 30m lead.thefrom cuting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the engineerin charg.including all cartage etc. all comp. as per SI No-253. | 541.61 | Cum | 1 | ₹541.07 |
| 3 | Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with otavator at OMC and compacting with smooth wheel roller to achieve the desired densit complete as per techinical spacification clause 401. | 38.4 | Cum | - | - |
| 4 | P/ cement conc in 1:4:8(1cement:4 f/s:8 b/aggregate40 mm size) inci s/o all mat, lab & tap etc | 14.93 | Cum | - | - |
| 5 | M-150 class brick work in 1:4 with cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc required for proper completion of the work. ( S I No 305 b) | 52.09 | Cum | - | - |
| 6 | 12mm thick plaster with 1:4 cement & F sand 125 etc all comp. as per SI No-584 | 157.2 | Sqm | - | - |
| 7 | C.C. work with 1:2:4 cement : C/S: 20mm gauge S. Grit. (P.W.D. Sch No279(b ) | 4.98 | Cum | - | - |
| 8 | P/L of 80 mm thick rubber moulded reflective zig zag tiles of precast compressed CC passing minimum 30 MP compressive strength over and inc. of fine sand cussion with all comp as per directed by E.I. | 628.8 | Sqm | - | - |
| 9 | R.C.C. work with cement, approved coarse sand and 20 mm stone grit in the proportion of 1:2:4 in slab excluding supply of renforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I.beinding wire and including necessary centering and shuttering etc. and alsso including supply of all materials labour T & P etc. required for proper completion of the work.Binding wire cost being included inthe item. (S I No 284) | 2.05 | Cum | - | - |
| 10 | M.S. or iron in plain work such as R.C.C. work . ( S I No 504) | 1.29 | Qtl | - | - |
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