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Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
3 Aug 2026, 6:00 pm
Executive Engineer PWD RandB Divison Nagrota
Executive Engineer PWD RandB Divison Nagrota
Black topping of Jinda Lehar road, Katal Batal. (Under City and Town Programme for 2026-27) (2nd Call)
2026_PWDJK_317738_2
Short Notice Inviting
Open Tender
Civil Works
Percentage
30 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Yes
Executive Engineer PWD RandB Divison Nagrota
₹80,000
Yes
24 Jul 2026
24 Jul 2026
4 Aug 2026
24 Jul 2026
3 Aug 2026
25 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 | 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 | 222.75 | Cum | 1,885.95 | ₹4,20,095.36 |
| 2 | Providing 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 On W.B.M. @ 0.75 Kg/sqm. | 2,970 | Sqm | 75.75 | ₹2,24,977.5 |
| 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 | 148.5 | Cum | 8,734.85 | ₹12,97,125.23 |
| 4 | Providing 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 On Bitumen surface @0.50kg/sqm. | 2,970 | Sqm | 56.1 | ₹1,66,617 |
| 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. | 2,970 | Sqm | 268.15 | ₹7,96,405.5 |
| 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-30 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 | 2,970 | Sqm | 102.85 | ₹3,05,464.5 |
| 7 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : | 172.5 | cum | 256.85 | ₹44,306.63 |
| 8 | 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 31.4 | cum | 4,826.5 | ₹1,51,552.1 |
| 9 | 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) | 72 | cum | 5,733.6 | ₹4,12,819.2 |
| 10 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 90 | Sqm | 416.5 | ₹37,485 |
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