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Tender Value
₹39.8 L
EMD Value
₹79,600
Closing Date
6 Jul 2026, 4:00 pm2d left
Executive Engieer RnB Division Kulgam
Executive Engieer RnB Division Kulgam
Macadamization of Interior Links at Jamia Masjid Behibagh, Wungipora Link Checki Hanjan and Ganie Mohalla Daderkoot
2026_PWDJK_313838_2
29/2026-27/RnB/Kul/3043-54 Dtd 27-06-2026
Open Tender
Civil Works
20 days
Kulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,100
No 0470010200000099
₹79,600
27 Jun 2026
27 Jun 2026
7 Jul 2026
27 Jun 2026
6 Jul 2026
27 Jun 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 applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. | 3,266.75 | Sqm | 27.08 | ₹88,463.59 |
| 2 | Providing and laying 50mm thick 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-10 @ 3.5% (percentage by weight of total mix) prepared
in Batch /Drum Type Hot Mix Plant of 100-120 TPH /60-90 TPH capacity Complete. | 163.33 | cum | 7,531.64 | ₹12,30,142.76 |
| 3 | 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 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch /Drum Type Hot Mix Plant of 100-120 TPH /60-90 TPH capacity Complete. | 3,266.75 | sqm | 256.96 | ₹8,39,424.08 |
| 4 | Providing and laying seal coat of premixed fine agg. (Passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 Kgs, 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 Incld: all carriages | 3,266.75 | sqm | 88.73 | ₹2,89,858.73 |
| 5 | Providing, laying, spreading and compacting 75 mm thick 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 including all leads, lifts, loading, unloading carriage of all materials Complete | 245 | cum | 1,653.39 | ₹4,05,080.55 |
| 6 | P/L of Ms pipes 8`` in proper position/ grade including cutting of road surface upto required depth providing reqisite cushion including carriage of all | 20 | Rft | 741.53 | ₹14,830.6 |
| 7Protection Work at different spots | |||||
| 7.01 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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 : | 64.44 | Cum | 225.18 | ₹14,510.6 |
| 7.02 | Providing and laying of stone soling nallah (hand packed) including compacting in foundation trenches. | 11.73 | Cum | 720.34 | ₹8,449.59 |
| 7.03 | 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 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 9.18 | Cum | 4,561.02 | ₹41,870.16 |
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