Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Aug 2024
Closing Date19 Aug 2024
Tender Amount₹ 17,86,000
Costs
EMD
₹ 35,720Document Cost
₹ 800Tender Fee
Refer Documents
Summary
Improvement-upgradation Of Saloora Main Road Under Cnt Addl. -machine Mix Laid With Paver.
Description
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Contact
Tender Id
2024_PWDJK_256781_1Tender No
NIT No.40-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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 incl. all carriage etc complete. On WBM surface @0.75kg/sqm.
547.5
34497
63.01
On Bitumen surface @ 0.50 Kg/sqm
2190
102448
46.78
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 incl. carriage complete. 50 mm compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
47.91
348807
7280.47
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 incl. carriage. 25mm 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 Drum Type Hot Mix Plant of 60-90 TPH capacity.
2737.5
679967
248.39
Providing and laying 6mm thick roviding 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.
2737.5
235233
85.93
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