Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Apr 2023
Closing Date1 May 2023
Tender Amount₹ 35,13,700
Costs
EMD
₹ 70,275Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWDJK_210332_1Bid Award Id
ViewTender No
Fresh-e-NIT No. 04 of 2023-24 Dated 24-04-2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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BOQ Items
Stone screening of size 13.2 mm nominal size (Type A)
51.97
62579
1204.15
Supply of Stone Dust
18.9
14553
770
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
236.25
181475
768.15
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
127.87
241156
1885.95
Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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.
-
-
-
On W.B.M. @ 0.75 Kg/sqm.
1575
119306
75.75
On bitumen surface @ 0.50 Kg/sqm.
3307.5
185550
56.1
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
122.06
1066175
8734.85
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 consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent.
2441.25
654621
268.15
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-30 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
2441.25
251082
102.85
Carriage of material including loading/unloading and stacking at site by mechanical transport:
-
-
-
WBM (63mm to 45mm) avg lead 27.00 Km
236.25
125127
529.64
Carriage of Screening Stone Dust with avg lead 27.00 Km
70.87
34529
487.22
Disposal of excavated material avg. lead 4.00 Km
486
111527
229.48
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