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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.3 CrAdmitted-Finance 83 AKASH PURAM VISTAR PILIBHIT BYPASS ROAD BAREILLY 243006 | BAREILLY | BAREILLY | UTTAR PRADESH | 243006 | -15.04% | ₹5.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.4 Cr+₹8.5 L (1.60%)Admitted-Finance B 708 SECTOR C MAHANAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | -13.68% | ₹5.4 Cr+₹8.5 L (1.60%) | L2 | Admitted-Finance |
| 3 | L3₹5.4 Cr+₹10.8 L (2.05%)Admitted-Finance 24 JEEVAN PLAZA VIRAM KHAND 5 GOMTI NAGAR LUCKNOW UTTAR PRADESH | LUCKNOW | LUCKNOW | UTTAR PRADESH | -13.30% | ₹5.4 Cr+₹10.8 L (2.05%) | L3 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹14.7 L
Closing Date
24 Mar 2025, 5:00 pmClosed
GM Lucknow
GM Office Vibhuti Khand Gomti Nagar Lucknow
RE Wall Road Work and nali work at ROB 8 SPL Para Lucknow
2025_UPSBC_1012872_1
1430/E-tender/GM (Lko)/2024-25 Dt. 01.03.2025
Open Tender
Civil Works - Bridges
Percentage
450 days
para lucknow
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
UP State Bridge Corporation Ltd
₹14.7 L
GM Office Vibhuti Khand Gomti Nagar Lucknow
8 Apr 2025
3 Mar 2025
26 Mar 2025
3 Mar 2025
24 Mar 2025
3 Mar 2025
7 Mar 2025
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 |
|---|---|---|---|---|---|
| 1Super Structure | |||||
| 1.01 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. | 130.13 | Cum | 10,926.64 | ₹14,21,883.66 |
| 2R.E. Wall | |||||
| 2.01 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Cutting of Soil) | 1,241.94 | Cum | 144 | ₹1,78,839.36 |
| 2.02 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. (i) Scraping of Painted Road Crust | 228.78 | Cum | 684 | ₹1,56,485.52 |
| 2.03 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. (ii) Scraping of Granular Coarse | 1,143.89 | Cum | 506.82 | ₹5,79,746.33 |
| 2.04 | Plain/Reinforcement conc in R.E. Wall complete as per drawing and technical specification (Conc. M15 in Fricition Slab and levelling Pad) | 67.07 | Cum | 6,566 | ₹4,40,381.62 |
| 2.05 | Plain/Reinforced cement concrete - M-35 in R.E. Wall complete as per drawing and Technical Specifications. (M35 Conc. in Capping Beam, Friction Slab, Crash Barrier) | 636.66 | Cum | 8,261 | ₹52,59,448.26 |
| 2.06 | Facing Element of R.C.C. (Area of R.E. Pannels) | 2,709.67 | Sqm | 1,679.72 | ₹45,51,486.89 |
| 2.07 | Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling | 653.65 | Meter | 934 | ₹6,10,509.1 |
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