Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date7 Nov 2024
Closing Date21 Nov 2024
Tender Amount₹ 23,00,000
Costs
EMD
₹ 46,000Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDJK_263769_1Bid Award Id
ViewTender No
42 of 2024-25 Dated 07.11.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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Documents
BOQ Items
1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
15.75
4826
76017.38
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
54
5733
309614.4
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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
3.37
6591
22212.51
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with, 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size),
2.36
9821
23179.57
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above or upto plinth level, Thermo-Mechanically Treated bars of grade Fe-500D or more.
188.8
123
23260.16
Centering and shuttering including strutting, propping etc. and removal of form work for :-
-
-
-
Foundations, footings, bases for columns
360
286
103086
Suspended floors, roofs, landings, balconies and access platforms.
6.75
718
4847.85
Edges of slabs and breaks in floors and walls Under 20 cm wide
40.5
262
10619.1
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 )
75.6
2224
168134.4
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 of 8 to 10 tonne capacity etc. complete Base course with 53mm to 22.4mm size including stone screenings 11.2 mm size ( 75mm thick )
85.43
2308
197172.44
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. 30 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 .incl. Tack Coat @ 0.75 Kg. / Sqm. ( Complete Job )
472.5
425
200812.5
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. 30 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 .incl. Tack Coat @ 0.50 Kg. / Sqm. ( Complete Job )
2567.25
410
1052572.5
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
63
218
13759.2
Carriage of Material Transport including loading unloading complete by MT :-
-
-
-
Sand avg. lead upto 5.00 km.
35.46
200
7118.24
Stone agg. lead upto 10.00 km.
67.16
279
18740.33
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