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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.6 CrAdmitted-Finance | -3.81% | ₹9.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.2 Cr+₹1.5 Cr (15.8%)Admitted-Finance | +11.43% | ₹11.2 Cr+₹1.5 Cr (15.8%) | L2 | Admitted-Finance |
| 3 | L3₹11.4 Cr+₹1.8 Cr (18.5%)Admitted-Finance | +14.00% | ₹11.4 Cr+₹1.8 Cr (18.5%) | L3 | Admitted-Finance |
| 4 | L4₹11.5 Cr+₹1.8 Cr (19.0%)Admitted-Finance | +14.50% | ₹11.5 Cr+₹1.8 Cr (19.0%) | L4 | Admitted-Finance |
| 5 | L5₹11.7 Cr+₹2.1 Cr (21.6%)Admitted-Finance 00 KHRAUTI RAMPUR BASTI BASTI UTTAR PRADESH 272124 | BASTI | UTTAR PRADESH | 272124 | +17.00% | ₹11.7 Cr+₹2.1 Cr (21.6%) | L5 | Admitted-Finance |
Tender Value
₹10.0 Cr
EMD Value
₹20.1 L
Closing Date
1 Jun 2026, 5:00 pmClosed
CE KDA
KDA MOTIJHEEL KANPUR NAGAR
Development work of the 3.00 km Model Road from the Panki Power Plant to Cambridge Crossing
2026_UPKDA_1144568_1
E-1010141/EE2/KDA/2025-26
Open Tender
Civil Works
Percentage
365 days
KANPUR NAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
FC
₹20.1 L
20 Jul 2026
3 May 2026
2 Jun 2026
3 May 2026
1 Jun 2026
3 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 |
|---|---|---|---|---|---|
| 1.01 | Part-A (Road Work) | - | - | - | - |
| 1.02 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 2,698.5 | Cum | 552.07 | ₹14,89,760.9 |
| 1.03 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with smooth wheeled roller, complete as per clause 310. | 1,507 | Sqm | 4.2 | ₹6,329.4 |
| 1.04 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on perpared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratoy roller to achieve the desired density complete as per clause 401.For Grading I Material (GSB-I) | 795 | Cum | 3,345.36 | ₹26,59,561.2 |
| 1.05 | Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mecahnical mix plant carriage of mixed material by tipper to site, liying in uniform layer with paver in sub-base/base course on well perpared surface and compacting with vibratory roller to achieve the desired density | 2,847 | Cum | 3,656.66 | ₹1,04,10,511.02 |
| 1.06 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepard surface of granuller base inclding clening of road surface and spraying primer @ 0.75 Kg/Sqm using machical means. | 36,068 | Sqm | 38.66 | ₹13,94,388.88 |
| 1.07 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 kg. per square metres on the prepared bitumenous /granuler surface cleaned with mechanical broom | 72,136.44 | Sqm | 10.35 | ₹7,46,612.15 |
| 1.08 | Providing and laying dense graded bituminous macadam with 100TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 507 complete in all respects. | 2,525 | Sqm | 9,126.61 | ₹2,30,44,690.25 |
| 1.09 | Providing and laying bituminous concrete with 100 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 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 | 1,071 | Cum | 10,874.06 | ₹1,16,46,118.26 |
| 1.1 | Providing and applying 2.5mm thick road marking strips(retro-reflective) | 970 | Sqm | 508.81 | ₹4,93,545.7 |
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