Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Oct 2024
Closing Date18 Nov 2024
Tender Amount₹ 29,13,000
Costs
EMD
₹ 58,260Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDJK_262528_1Bid Award Id
ViewTender No
38 of 2024-25 Dated 28.10.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size),
104.43
5733
598759.85
Centering and shuttering including strutting, propping etc. and removal of form work for :-
-
-
-
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc
215.32
628
135425.51
Supply and laying of River Bed Materials including leveling, dressing, watering & consolidation in layer 20cm in depth each layer consolidated with power road roller of minimum 8 tonne capacity incl. carriages complete,
874
300
262200
Providing / laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity etc. complete. Base course with 63mm to 45mm size including stone screenings 13.2mm size ( 150mm thick )
348.73
2224
775575.52
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 I 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
87.18
1885
164417.12
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 ( Complete Job )
58.12
8734
507669.48
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- 30 @ 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 Including Tack Coat @ 0.50 Kg / Sqm. ( Complete Job )
1162.44
354
412201.22
Carriage of Material Transport including loading unloading complete by MT :-
-
-
-
Sand lead upto 05 km.
44.8
200
8993.15
Stone agg. lead upto 05 km.
89.61
218
19552.01
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