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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.6 LAccepted-AOC | ₹16.6 L | L1 | Accepted-AOC low rate bid accepted |
| 2 | L2₹16.7 LRejected-Finance | ₹16.7 L | L2 | Rejected-Finance high rate bid accepted |
Tender Value
₹16.7 L
EMD Value
₹35,000
Closing Date
25 May 2026, 12:00 pmClosed
Executive Engineer R.E.D. Kannauj
Office Executive Engineer R.E.D. Room No. S-6 IInd Floor Vikas Bhawan Kannauj
Construction of Samudayik Kendra Rani Laxmibai Bal Udyan Park Ambedkar Nagar in Nagar Panchayat Tirwa.
2026_REDUP_1146906_3
20/RED/Tender/2026-27 Dt 08.04.2026
Open Tender
Civil Works
180 days
Kannauj
Please refer Tender documents.
2 documents required · 2 mandatory
₹860
₹35,000
12 Jun 2026
13 May 2026
25 May 2026
13 May 2026
25 May 2026
13 May 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 | Cleaning jungle including uprooting of rank vegatation grass bush wood trees and sapling of girth upto 30cm measured at a hieght of 1 metre above ground level & removal of rubbish upto a distance of 50m outside the periphery of area cleared as per si no 259…. | - | sqm | 1 | - | BI01010001010000000000000515BI0100001113 |
| 2 | E/W in excavation in foundation in ordinay soil (Loam,Clay, or Sand) inculding lift upto 1.50m and lead upto 30m including filling watering and raming of excavated earth into the building and the sides of foundation tranches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches, S.l No 251 | - | 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 | Providing and laying cement concrete in C.C in 4:2:1 of not less then strenth of M-15 Stone Grite (20 mm nominal size) approved coarse sand and cement, curing complete inculding cost of from work. In foundation and floor S.I no 279 (a) | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | R.C.C work with cement approved coarse sand and 2cm. (3/4) gauge approved stone grit in the proportion 1:2:4 (cement, Coarse sand and 2cm. Stone grite) excluding supply of reinforcecement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etx. and also including supply of all materials labour and tools and plants etc. required for proper completion of the work ,S.I. No. 284.1 | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Class M-150 Brick Work in 1:6 Cement and Fine Sand Mortar in foundation and plinth including supply of all material labour and T&P etc. required for proper completion of Work. S I No. 303 | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Class M-150 Brick Work in 1:6 Cement and Fine Sand Mortar in super structure including supply of all material labour and T&P etc. required for proper completion of Work. S I No. 303+309+310(a) | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Class M-150 Brick Work in 1:4 Cement and Coarse Sand Mortar in foundation and plinth including supply of all material labour and T&P etc. required for proper completion of Work. S I No. 305 (a) | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Mild steel or Iron work in plain work such as reinforced concrete or rinforced brick work ( when not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the suplly of steel and its wastage Bend. hooks and authorized over lapping shell be muasured upto floor to level. (for 10mm. to 12 mm.) S.I No 504 | - | Qntl | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | E/W in filling or in embankment in oridnary soil excavation to be in the form of regular pit not exceeding Half M in depth and earth work in embankment to be in 20cm. Layers including rammaing and dressing the surface to required levels & slopes and also including 1.5m. lifts and 3.00km. Lead by cartage the earth from cutting/filling to be used in making embankment are to be 1.00km distance as directed by Engineer-in-charge. S.I. No 253 | 1 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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