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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹33.0 LAccepted-AOC | ₹33.0 L | l1 | Accepted-AOC l1 |
| 2 | l2₹33.0 LRejected-AOC | ₹33.0 L | l2 | Rejected-AOC l2 |
Tender Value
₹33.3 L
EMD Value
₹67,000
Closing Date
4 May 2026, 12:00 pmClosed
Er Narendra Chaudhary
Vikas Bhawan Unnao
Vikas Khand Bangarmau ke Sabli Khera Damar Road se Narmadeswar Maha dev Minder ki Or Interlocking karye
2026_REDUP_1142669_47
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
₹67,000
Yes
24 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 |
|---|---|---|---|---|---|
| 1 | Excavation in Foundation in O/S (loam clay or sand) including lift upto 1.50m & lead upto 30m & including filling watering and ramming of excavated earth into the trenches or into the space Between the building and the sides of foundation. (P.W.D. Sch No. 251) | 53.64 | cum | - | - |
| 2 | Earthwork cutting & embankment in O/S excavation to be in form of regular pits not exceeding 1.0 m and 50 cm in depth and earth work in embankment to in 20cm Layers including ramming and dressing the surface to required level and slops and also including 1.50 m lift and 30.0 m lead . the form cutting to be useed in making embankment or to be deposit as spoil banks with in 30m distence as directed by the engineer in charge as per si no. 253. Including Cartage From 5.0km . | 332.09 | cum | 1 | ₹331.76 |
| 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 238.4 | Cum | - | - |
| 4 | Providing and Laying Cement Concrete 1:4:8( (1 cement : 4 fine sand :8 graded brick aggregate 40 mm nominal size) including supply of all materials, labour and T & P etc required for proper completion of the work and curing complete also including cost of form work in foundation and floors. SI No 281 | 28.61 | Cum | - | - |
| 5 | M150 B/W in 1:4 Cement:C Sand Mortar in Plinth & Foundation Including Supply Of All Materials Labour And T&P etc. As per si no 305(b). | 95.96 | Cum | - | - |
| 6 | Providing and laying cement concrete 1:2:4 (1Cement, 2 coarse sand, 4 graded stone ballast20 mm. nominal size) including supply of all materials, labour and T&P etc. required for
proper completion of the work and curing complete also including cost of form work in
foundation & floors. (P.W.D. Sch No279(b ) | 6.85 | Cum | - | - |
| 7 | 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. | 1,907.2 | Sqm | - | - |
| 8 | Supply & fixing of Sign Board and innogration stone I/c painting etc. I/c labour material and T&P etc. | 1 | No | - | - |
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