Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Nov 2024
Closing Date25 Nov 2024
Tender Amount₹ 97,00,000
Costs
EMD
₹ 1,94,000Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
Construction Of Road From Old Eidgah Road To Beoli Road
Description
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Contact
Tender Id
2024_PWDJK_263111_2Tender No
e-NIT 20 of 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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Documents
BOQ Items
Hard Rock (Requiring Blasting )
443.37
687
304639.53
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for
foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,
wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides
and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and
disposal of surplus excavated earth as directed, within a lead of 50 metres:
All kinds of soil :
1158.76
256
297627.51
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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).
12.3
4826
59365.95
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.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
81.23
5202
422631.57
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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulder
235.95
4774
1126533.84
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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
1.2
5733
6880.32
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
18.42
7788
143462.33
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
1842
123
226934.4
Centering and shuttering including strutting, propping etc. and removal of form work for
-
-
-
Foundations, footings, bases for columns
590.25
286
169018.09
Retaining walls, return walls, walls (any thickness) including attached pilasters
buttresses, plinth and string course fillets, kerbs andsteps etc.
235.72
628
148256.09
Suspended floors, roofs, landings, balconies and access platforms
28
718
20109.6
Edges of slabs and breaks in floors and walls.Under 20 cm wide
14.4
262
3775.68
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with.Cement mortar 1:6 (1 Cement : 6 coarse sand)
490.33
5402
2649203.96
Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone
309.7
2793
865239.86
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate.
185.16
562
104087.69
Dumping stone including cost of stones.in Horizontal on level 50% stone & 50% earth
118.35
578
68424.05
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1
cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
146.88
416
61175.52
Supplying and stacking at site
Graded crushed stone aggregate of size 90 mm to 45 mm
138.18
1204
166389.45
Laying, spreading and compacting stone aggregate of specified sizes to
WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
138.18
768
106142.97
Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm.
103.64
1204
124798.11
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
103.64
768
79611.07
Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A)
51.53
1204
62049.85
Supplying and stacking at site Good Earth
19.34
281
5440.34
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.
103.64
1885
195459.86
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-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
69.09
8590
593548.74
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidati n with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
1381.87
269
372897.62
Providing 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.
1381.87
101
140121.62
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.On W.B.M. @ 0.75 Kg/sqm.
1381.87
74
102742.03
Carriage of Meterial by Mechanical Transport including loading and unloading and stacking complete job at site.
-
-
-
Carriage of Stone aggrigate 40mm size at an average lead of 05 kms by MT
306.79
218
66938.51
Carriage of stone at an average lead of 05.00kms by MT
907.03
236
214204.2
Carriage of Sand at an average lead of 22 kms by MT
335.5
432
144942.71
Carriage of Stone aggrigate 20 mm nominal size at an average lead of 10 kms by MT
279.17
279
77899.6
Good earth at an average lead of 02 kms by MT
20.63
184
3802.11
Excavated earth mulba at an average lead of 01 kms by MT
886.74
160
142703.07
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