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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹67.4 LAdmitted-Finance | -10.31% | ₹67.4 L | L1 | Admitted-Finance |
| 2 | L2₹69.7 LAdmitted-Finance | -7.24% | ₹69.7 L | L2 | Admitted-Finance |
| 3 | L3₹72.3 LAdmitted-Finance ADD BHITHAULI KHURD SITAPUR ROAD DISTT LUCKNOW | -3.76% | ₹72.3 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Document Not complete |
Tender Value
₹75.1 L
EMD Value
₹1.5 L
Closing Date
8 May 2026, 3:00 pmClosed
SE Vrindavan Circle
SE Vrindavan Circle, upavp, Lucknow
Construction of road and Drain at Raipur marg to Sri Arun Chaudhary house and Sri Ramakant house in Fazullaganj ward-4, Lucknow
2026_UPHDB_1139925_1
1074/M-13/107 Dt. 16.04.26 (Infra-6)
Open Tender
Civil Works
120 days
Fazullaganj
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
EE, CD Lko-05, UPAVP, Lko
₹1.5 L
18 May 2026
21 Apr 2026
8 May 2026
21 Apr 2026
8 May 2026
21 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 for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause. As per direction by E/I | - | Cum | - | - |
| 2 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. As per direction by E/I | - | Sqm | - | - |
| 3 | Providing and laying spreading and compacting graded stone agreegatge to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer in sub-base course on well prepared surface and compaction with vibratory roller to achieve the desired density. As per direction by E/I | - | Cum | - | - |
| 4 | Supply of 80mm thick Precast cement concerete Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement smooth high gloss finish, skid resistant: manufactured from rubber moulds through vibro- compression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) confirming to IS: 15658-2006 including cost of material, labour, T & P etc required for proper completion of the work including 50mmt thick local sand bed as directed by Engineer-in- charge.As per direction by E/I | - | Sqm | - | - |
| 5 | Providing and laying in position cement concrete of 1:1.5:3 (1Cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) complete all work upto plinth level including all labour material T&P etc direction by E/I | - | Cum | - | - |
| 6 | Disposal of extra earth/dismantled material within 10km distance.including loading , unloading & cartage as per direcion by E/I. | - | cum | - | - |
| 7 | Dismantaling of CC Ramp/Floor including disposal of dismantaled material within 5km distance as per direction by E/I | - | Cum | - | - |
| 8 | Earth work in excavation in ordinary soil (loam, day or sand) i/c lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavaled earth in to the trenches or into the side of foundation trenches or into the plinth and removal and disposal of surplus earth as per direction by E/I. | - | Cum | - | - |
| 9 | Providing and laying of cement concrete in 1:4:8 (1 cement 4 C.sand 8 40mm stone balast) including supply of all materials labour T&P etc.complete with form work as per direction by E/I., | - | Cum | - | - |
| 10 | Class 150 Brick Work in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work as per direction by E/I. | - | Cum | - | - |
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