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Tender Value
Refer Docs
EMD Value
₹30,080
Closing Date
18 Sept 2026, 4:00 pm3d left
Er. Mohammad Waseem
Office of the Executive Engineer RnB Ang
Development of Parking space at DC Office Anantnag.
2026_PWDJK_323904_1
NIT 80 of RnB/Ang/2026-27/6903-12 Dt 08/09/26
Open Tender
Civil Works
Percentage
10 days
Anantnag
Please refer Tender documents.
4 documents required · 4 mandatory
₹600
Centralized Designated Pooling Ac 0470010200000099
₹30,080
18 Sept 2026
8 Sept 2026
19 Sept 2026
8 Sept 2026
18 Sept 2026
8 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 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 cost and carriage of all materials, hire charges of machinery, complete job.( 100mm thick ) | 65.25 | cum | - | - |
| 2 | Providing and applying tack coat using hot straight run bitumen of grade -
bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning
and preparing the existing road surface as per specifications.(@0.75kg/sqm | - | sqm | - | - |
| 3 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, 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. 50mm compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Hot Mix Plant of 100-120 TPH capacity (/c
carraige). | - | cum | - | - |
| 4 | Semi - Dense Bituminous Concrete 25mm thick (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @5 to 5.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects | 1,782.5 | sqm | - | - |
| 5 | Providing and laying 6mm thick Seal Coat of premixed fine aggregate (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 (0.768 Kg of bitumen/Sqm) and o.6o cum of fine aggregate per 100 sqm of road surface incl.
rolling and finishing complete All leads, lifts, carriages, tools, taxes material cost including | 1,782.5 | sqm | - | - |
| 6 | supplying and Providing of Khak Bajri filling in berms Including dressing, watering and consolidation with
PRR including all carriages complete job | 4.05 | cum | - | - |
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Tendernotice_1.pdf
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BOQ_1091636.xls
BOQ • 0.26 MB
CORRIGENDUMDATEExt80Macadam.pdf
PDF • 0.25 MB
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