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Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
16 Sept 2026, 4:00 pmDue today
Executive Engineer PWD RandB Division R S Pura
Executive Engineer PWD RandB Division R S Pura
BOQ
2026_PWDJK_323052_6
Short e-NIT No. DRSP/77 of 2026-27 Dated 01-09-2026
Open Tender
Civil Works
Percentage
90 days
Bishnah
eNIT/SBD
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Division R S Pura
₹60,000
R S Pura
1 Sept 2026
1 Sept 2026
17 Sept 2026
1 Sept 2026
16 Sept 2026
1 Sept 2026
7 Sept 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 | Providing and Laying River Bed Material by way of Spreading in uniform layer, watering, and compacting with power road roller 8-10 capacity including carriage of material with average lead of 20km. The measurement to be taken of compacted/ finished work. | - | CUM | 395 | - |
| 2 | Providing & Laying WBM Grade - II with specified stone agg. & binding material including Screaning, sorting. spreading to template & consolidation with power road roller of minimum 8 ton capacity. Base course with 63mm to 45mm size including stone screaning 13.20mm size . | - | CUM | 2,237.2 | - |
| 3 | 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 / 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 (incl. all leads, lifts and carriage complete) | - | CUM | 1,885.95 | - |
| 4 | Providing and applying tack coat using hot straight bitumen of grade VG-10 inclu. heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaninig the ex. Road surface as per specification on WBM surface @0.750 kg /sqm | - | SQM | 75.75 | - |
| 5 | Providing and laying (50mm thick Compacted BM layer ) premix bitumenous macadam base course with stone aggregate of quality size and grading as specified in CPWD Specifications and straight run bitumen of grade 80-100 @4% by weight of total mix including Hot mixing of stone aggregate and bitumen in Hot Mix Plant, Transporting mix material & laying mixed with paver finisher to the required level and grade rolling with road roller 8 to 10 tonne capacity to achieve the required compaction and density including cost of bitumen | - | CUM | 8,734.85 | - |
| 6 | Providing and applying tack coat using hot straight bitumen of grade VG-10 inclu. heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaninig the ex. Road surface as per specification on WBM surface @0.50 kg /sqm | - | SQM | 56.1 | - |
| 7 | Providing and laying of 25mm thick semi-dense bituminous concrete on prepared surface with specified graded crushed aggregate for wearing coarse as specified straight run / cut back bitumen of grade 60/70 @ 5% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed material and laying mixed material with paver finisher to the required level and grade rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density including applying tack coat with mechanically operated spray unit fitted on bitumen boiler cleaning and preparing the existing road surface including cost of bitumen ( as per most specification 511 ) | - | SQM | 298.5 | - |
| 8 | JCB engaged for Site clearance/berm dressing/removing of malba etc | - | Hr. | 950 | - |
| 9.1 | Carriage of material including loading/unloading and stacking at site for an avg. lead of 15 Km by mechanicla transport Carriage of Stone agg. Above 40mm nominal size with in avg. lead 10 km by M.T. | - | CUM | - | - |
| 9.2 | Carriage of material including loading/unloading and stacking at site for an avg. lead of 15 Km by mechanicla transport Carriage of Sand/Stone agg./Screaning/dust below 40mm nominal size with in avg. lead 10 km by M.T. | - | CUM | - | - |
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