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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.7 LAdmitted-Finance | -15.54% | ₹17.7 L | L1 | Admitted-Finance |
Tender Value
₹21 L
EMD Value
₹42,000
Closing Date
30 Mar 2026, 4:00 pmClosed
Er Jyotika Sambyal
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
Please refer to BOQ
2026_PWDJK_306636_1
104 of 2025-26 dated 23-03-2026
Open Tender
Civil Works
120 days
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
Please refer to tender documents
3 documents required · 3 mandatory
₹600
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
₹42,000
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
4 Apr 2026
23 Mar 2026
31 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
25 Mar 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 |
|---|---|---|---|---|---|
| 1Supply of Backhoe loader / excavator for malwa removal as per the direction of Engineer-in-charge. | |||||
| 2Supply and laying of River Bed Materials including leveling, dressing, watering & consolidation in layer 20cm in depth each layer consolidated with power road roller of minimum 8 tonne capacity incl. carriages complete, | |||||
| 3Providing, 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 mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base I base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in Charge ( with all leads and lifts carriage complete ) | |||||
| 4Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 30 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity .incl. Tack Coat @ 0.50 Kg. / Sqm. ( Complete Job ) | |||||
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BOQ_995534.xls
BOQ • 0.89 MB
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