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Tender Value
₹2.4 L
EMD Value
₹4,760
Closing Date
5 Jun 2026, 6:00 pmDue today
Er. Sandeep Gupta
XEN
Day to Day maintenance of road from Maheshpura Chowk to Pawan ice cream bakshi Nagar for the year of 2026-27
2026_PWDJK_311175_1
eNIT 20 of 2026-27 Dated 29-05-2026
Open Tender
Civil Works
200 days
Jammu
BOQ
2 documents required · 2 mandatory
₹600
Executive Engineer PWD R and B Division
₹4,760
29 May 2026
29 May 2026
6 Jun 2026
29 May 2026
5 Jun 2026
29 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 | 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. | 200 | sqm | 298.5 | ₹59,700 |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | 8.42 | cum | 187.3 | ₹1,577.07 |
| 3 | 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 | 3.58 | cum | 8,734.85 | ₹31,270.76 |
| 4Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. | |||||
| 4.01 | On W.B.M. @ 0.75 Kg/sqm. | 72 | sqm | 75.75 | ₹5,454 |
| 4.02 | On bitumen surface @ 0.50 Kg/sqm. | 200 | sqm | 56.1 | ₹11,220 |
| 5 | Disposal of mulba, earth and unservicable material | 20 | trolly | 1,000 | ₹20,000 |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 | 3.05 | cum | 5,202.9 | ₹15,868.84 |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size | 4.03 | cum | 5,733.6 | ₹23,106.41 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for:4.6.1 Foundations, footings, bases for column | 22.3 | sqm | 286.35 | ₹6,385.61 |
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