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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.2 CrAdmitted-Finance 00 KHRAUTI RAMPUR BASTI BASTI UTTAR PRADESH 272124 | BASTI | UTTAR PRADESH | 272124 | +12.00% | ₹18.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹18.7 Cr+₹48.7 L (2.68%)Admitted-Finance | +15.00% | ₹18.7 Cr+₹48.7 L (2.68%) | L2 | Admitted-Finance |
| 3 | L3₹18.9 Cr+₹73.0 L (4.02%)Admitted-Finance | +16.50% | ₹18.9 Cr+₹73.0 L (4.02%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical VILL SIDHIYAWA JAGDISHPUR AMETHI UP 227817 | JAGDISHPUR | AMETHI | UTTAR PRADESH | 227817 | - | - | - | Rejected-Technical UNQUALIFIED |
| 5 | Rejected-Technical B 126 SWARAN JAYANTI VISTAR SANIGAWAN KANPUR | - | - | - | Rejected-Technical UNQUALIFIED |
Tender Value
₹16.2 Cr
EMD Value
₹32.5 L
Closing Date
1 Jun 2026, 5:00 pmClosed
CHIEF ENGINEER KDA KANPUR
MOTIJHEEL KDA KANPUR
construction of 30 meter master plan road at new kanpur city kanpur
2026_UPKDA_1144488_1
30m master plan road zone 1
Open Tender
Civil Works
Percentage
540 days
KANPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
FC
₹32.5 L
23 Jul 2026
2 May 2026
2 Jun 2026
2 May 2026
1 Jun 2026
2 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 | ROAD WORKS | - | - | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. | - | - | - | - |
| 3 | All kinds of soil | 19,735 | Cum | 133.63 | ₹26,37,188.05 |
| 4 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : All kinds of soil. | 14,673.51 | Cum | 148.98 | ₹21,86,059.52 |
| 5 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 859.01 | Cum | 322.25 | ₹2,76,815.97 |
| 6 | stablization of blanket course 225mm thick composed of c.sand / medium sand with pl < 6% upto 10% in road portion including supply of all material and labour in all complete. KDA sanction rate. | 11,393 | Cum | 822.94 | ₹93,75,755.42 |
| 7 | 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 earthwith lead upto 50 metres.. | 72,721 | Sqm | 164.79 | ₹1,19,83,693.59 |
| 8 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | - | - | - | - |
| 9 | With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 | 9,494 | Cum | 3,408.37 | ₹3,23,59,064.78 |
| 10 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | 7,596 | Cum | 3,722.5 | ₹2,82,76,110 |
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