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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAccepted-AOC | ₹12.6 L | L1 | Accepted-AOC Low Rate Bid Accepted |
| 2 | L2₹12.6 LRejected-Finance VILL RAURA POST BHAISIYAPUR KANNAUJ U P 209721 | KANNAUJ | KANNAUJ | UTTAR PRADESH | 209721 | ₹12.6 L | L2 | Rejected-Finance High Rate Bid Rejected |
Tender Value
₹14.9 L
EMD Value
₹30,000
Closing Date
17 Apr 2026, 12:00 pmClosed
Executive Engineer R.E.D. Kannauj
Office Executive Engineer R.E.D. S-6 IInd Floor Vikas Bhawan Kannauj
Construction of interlocking from main road to Sri Mahendra Singh house at village Kharauli block Saurikh
2026_REDUP_1134635_1
911/RED/ETender/2025-26 Dt 11.03.2026
Open Tender
Civil Works
90 days
Vikas Bhawan Kannauj
Please refer Tender documents.
2 documents required · 2 mandatory
₹860
₹30,000
29 May 2026
8 Apr 2026
18 Apr 2026
8 Apr 2026
17 Apr 2026
8 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 trenches for foundation pipe calbe etc in ordinary soil including life upto 1.5 m lead up to 50m and dresing of siedes and ramming of bottom and disposal of surplus excavated earth as directed by the engneer i/c with in a lead of 50 mm as per S.I 251 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | E/W in filling or in embankment in oridanry soil excavation to be in the form ofused in making embankment . | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Providing and laying cemet Concrete in 1:6:12 (1 cement:6 Fine sand 12 graded brick ballast aggregate 40 mm nominal size) inculding supply of all materials, labour and T& P etc. required for completion or work and curing complete, including cost of form work in Foundation and floors. S.l. no 273 (a) | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Class-150 brick work in 1:4 cement and C/Sand in foundation including supply of all material labor and T&P etc. requrired for proper completion of the work.As per S.I.No.305(a) | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Granular sub base with well graded material (400.1) ( A by mix in place method ) constraction of granular material spreading in uniform layers with motograder on prepared surface mixing by mix in place method with rotavoter at OMC and compacting with smooth wheel roller to achive the desired dencity complete as per technical specification clause 401 (compected) | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Laying of 80mm thicknees rubber mold interlocking tiles by local sand all compoete. | - | No. | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Providing & Laying on C.C work 1:2:4 in cement coarse sand and 20 mm gauge as per S.I 279(a) Eding | 1 | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | 12mm thick plaster in 1:4 with cement &course sand including all complete | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | R. C.C work 1:2:4 in cement coarse sand and 20 mm gauge as per S.I 284 | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | M.S or iron work such as reinforcement. | - | Qtl. | - | - | BI01010001010000000000000515BI0100001122 |
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