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Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
28 Jul 2026, 5:00 pm2d left
Er Jyotika Sambyal
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
Please refer to BOQ
2026_PWDJK_317055_4
34 of 2026-27 dated 21-07-2026
Open Tender
Civil Works
Percentage
60 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
₹80,000
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
21 Jul 2026
21 Jul 2026
29 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
22 Jul 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 | Supply 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, | 112.5 | Cum | 300 | ₹33,750 |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 min width as well as10 sqm on plan including disposal of excavated earth, lead upto 50 meter and lift upto 1.5m, as directed by Engineer-in-Charge.
All kinds of soil : | 270 | Sqm. | 91.75 | ₹24,772.5 |
| 3 | Providing / laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity etc. complete. Base course with 63mm to 45mm size including stone screenings 13.2mm size ( 150mm thick ) with all leads and lift carriage complete. | 112.5 | Cum | 2,224 | ₹2,50,200 |
| 4 | 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 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 ) | 281.26 | Cum | 1,885.95 | ₹5,30,442.3 |
| 5 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity ( Complete Job ) | 37.5 | Cum | 8,734.85 | ₹3,27,556.88 |
| 6 | Providing 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.25 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 Including Tack Coat @ 0.50 Kg / Sqm. ( Complete Job ) | 2,025 | Sqm | 354.6 | ₹7,18,065 |
| 7 | Providing 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 @ 0.75 Kg. / Sqm. ( Complete Job ) | 1,687.5 | Sqm | 425 | ₹7,17,187.5 |
| 8 | Providing and laying 25 mm th. premix carpet ( O.G.P.C ) surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete with paving Asphalt grade VG-30 with no solvent ( Including seal coat and Tack Coat, Complete Job ) | 1,275 | Sqm | 425 | ₹5,41,875 |
| 9 | Providing and laying 30mm thick OGPC on WMM surface including spreading, compacting with road roller complete job etc. ( Tack Coat and Seal Coat included ). | 1,706.25 | Sqm. | 480 | ₹8,19,000 |
| 10 | Engaging labour for dismantling the concrete and site clearance etc. cutting | 26 | No. | 553 | ₹14,378 |
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