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Tender Value
₹19.1 L
EMD Value
₹38,240
Closing Date
16 Sept 2026, 6:00 pmDue tomorrow
Executive Engineer
PWD (RandB) Division Udhampur
Macadamzation of STP to Airforce road (Under UEED)
2026_PWDJK_324011_1
e-NIT 130 of 2026-27 Dated 09.09.2026
Open Tender
Civil Works
Percentage
30 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RandB Division Udhampur
₹38,240
9 Sept 2026
9 Sept 2026
17 Sept 2026
10 Sept 2026
16 Sept 2026
10 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, 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 at site, for all lead and lift , 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 direction of Engineer-in-charge. | 124.87 | cum | 1,885.95 | ₹2,35,498.58 |
| 2 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, 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. On W.B.M. @ 0.75 Kg/sqm | 1,665 | Sqm | 74.35 | ₹1,23,792.75 |
| 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 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 | 83.25 | Cum | 8,734.85 | ₹7,27,176.26 |
| 4 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, 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. On bitumen surface @ 0.50 Kg/sqm | 1,665 | Sqm | 55.2 | ₹91,908 |
| 5 | 2.5 cm premix carpet surfacing with 2.25cum 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 (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent | 1,665 | Sqm | 268.15 | ₹4,46,469.75 |
| 6 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete | 1,665 | Sqm | 101.4 | ₹1,68,831 |
| 7 | Slip clearance in soils; mixed with moorum/ Kankar/ shingle/ boulders; disposal lead upto 50 m and lift upto 1.5 m | 180 | Cum | 331.15 | ₹59,607 |
| 8 | Engaging labour for refixing of manhole w.r.t. BT surface as per directions of engineer in charge incl. all allied works (Complete Job) | 10 | No. | 1,000 | ₹10,000 |
| 9Carriage of Material by mechanical transport | |||||
| 9.1 | Sand to an average lead of 45 km | 9.99 | cum | 685.94 | ₹6,852.54 |
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