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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹26.3 LAccepted-AOC | ₹26.3 L | l1 | Accepted-AOC l1 |
| 2 | l2₹26.8 LRejected-AOC | ₹26.8 L | l2 | Rejected-AOC l2 |
Tender Value
₹26.5 L
EMD Value
₹53,000
Closing Date
4 May 2026, 12:00 pmClosed
Er Narendra Chaudhary
Vikas Bhawan Unnao
Vikas Khand Miyanganj ke Asiwan taraf Kadirpur me Pramod ke ghar se Shri Ram Singh ke Ghar hote huwe Ram Chandra ke Ghar tak Interlocking Et se Sarak ka Nirman.
2026_REDUP_1142669_76
59/RED/Tender/Unnao/26-27 Dt-06-04-2026
Open Tender
Civil Works
90 days
Unnao
Plz Refer Doc
2 documents required · 2 mandatory
₹2,384
₹53,000
Yes
20 Jun 2026
28 Apr 2026
4 May 2026
28 Apr 2026
4 May 2026
28 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 | 60 | Cum | - | - | BI01010001010000000000000515BI0100001122 |
| 2 | 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. | 193.5 | Cum | - | - | BI01010001010000000000000515BI0100001123 |
| 3 | 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) | 63.48 | Cum | - | - | BI01010001010000000000000515BI0100001123 |
| 4 | 25 mm thick 1:2:4 Plain Cement concrete floor with cement, approved coarse sand and 20 mm graded approved stone grit laid in panels finished with 3 mm neat cement[ slurry and T & P etc. required for proper completion of the work SI No- 601 | 276 | Sqm | - | - | BI01010001010000000000000515BI0100001123 |
| 5 | 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. | 1,710 | Sqm | - | - | BI01010001010000000000000515BI0100001123 |
| 6 | Sign Board & Photo graphy | 1 | N0 | - | - | BI01010001010000000000000515BI0100001123 |
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BOQ_2134608.xls
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