Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 May 2023
Closing Date31 May 2023
Tender Amount₹ 2,90,46,000
Costs
EMD
₹ 5,80,920Document Cost
₹ 6,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWDJK_211357_1Bid Award Id
ViewTender No
e-NIT No. 10 of 2023-24 Dated 06-05-2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Hard Rock (Blasting Prohibited)
5907.31
6315505
1069.1
Earth work in excavation by manual means 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 All kinds of soil :
1484.5
647242
436
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 :
211.5
53308
252.05
Filling of Stones In horizontal level including cost of stone
1495.98
922122
616.4
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
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
90
397786
4419.85
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 20% plum
1038.48
4222251
4065.8
Dry random rubble masonry with hard stone in foundation and plinth Without bond stone
-
-
-
Full Rate
641.2
1510635
2355.95
Labour Rate
215.78
400476
1855.95
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns
1689.26
443092
262.3
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
100
50500
505
Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm
525.93
633298
1204.15
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
525.93
403993
768.15
Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm
262.96
316643
1204.15
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
262.96
201992
768.15
Supplying and stacking at site Stone screening of size11.2 mm nominal size (Type B)
141.99
170977
1204.15
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.16.38.1 On W.B.M. @ 0.75 Kg/sqm.
3506.25
260689
74.35
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 16.63.2 A 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.
175.31
1506079
8590.95
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 52kg 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 consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
3506.25
946161
269.85
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
3506.25
355533
101.4
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.
306
60802
198.7
Carriage of Material by MT
-
-
-
Carriage of sand at an average distance of 30 Km by MT
832.81
363288
436.22
Carriage of Excavated Earth / Mulba at an average distance of 02 Km by MT
9845.53
1655919
168.19
Carriage of Soling stone at an average distance of 03 Km by MT
1008.89
178139
176.57
Stone aggregate below 40 mm nominal size at an average distance of 30 Km by MT
1530.62
667687
436.22
05 Years Maintenance Charges
-
-
-
1st Year (1.00%)
1
264058
264058.32
2nd Year (1.50%)
1
396087
396087.49
3rd Year (2.00%)
1
528116
528116.65
4th Year (2.50%)
1
660145
660145.81
5th Year (3.00%)
1
792174
792174.96
Evaluation Notes How It Works ?
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