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Tender Value
₹39.1 L
EMD Value
₹78,260
Closing Date
6 Jul 2026, 4:00 pm2d left
Executive Engieer RnB Division Kulgam
Executive Engieer RnB Division Kulgam
Macadamization of Chowgam Wober Gundi Pora Road.
2026_PWDJK_313808_3
28/2026-27/RnB/Kul/ 3032-42 Dtd 27-06-2026
Open Tender
Civil Works
20 days
Kulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,100
No 0470010200000099
₹78,260
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 | Engagement of JCB for Site Clearance, Dressing levelling, dismentalling, Kucha Drain, Scaryfying the old surface, disposal of excavated/dismentalled material as per the directions of Engineer-Incharge. | 8 | Hrs | 1,016.95 | ₹8,135.6 |
| 2 | P/L of Nallah Muck/ RBM with maxiumum size 75-90mm including sorting , spreading in uniform layers on existing surface and consolidation with vibratory roller of 8-10 ton capacity to rfequired camber and grade including cost and carriage of material involved with loading and unloading all complete | 210 | Cum | 805.08 | ₹1,69,066.8 |
| 3 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 157.5 | Cum | 1,650.81 | ₹2,60,002.57 |
| 4 | 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 | 223.13 | Cum | 1,653.39 | ₹3,68,920.91 |
| 5 | 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. @ 0.4Kg/sqm. | 2,975 | Sqm | 27.09 | ₹80,592.75 |
| 6 | 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. | 148.75 | Cum | 7,531.64 | ₹11,20,331.45 |
| 7 | 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. | 2,975 | Sqm | 256.96 | ₹7,64,456 |
| 8 | Providing and laying 6 mm 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 leads, lifts, carriages, tools, taxes material cost. | 2,975 | Sqm | 88.31 | ₹2,62,722.25 |
| 9 | Providing and Laying of Locally Available Granular Material Filling/RBM/khakbari in berms incld. Dressing, watering and consolidation with PRR incld. All carriages complete. | 240 | Cum | 805.08 | ₹1,93,219.2 |
| 10 | P/L of RCC NP2 Pipes 16`` dia at Spots incld. Trench excavation and providing and laying WBM as cushion incld. Loading unloading complete job | 35 | RM | 2,542.37 | ₹88,982.95 |
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