Construction / Laying Of Bituminous Road In Upper Gujjar Mohalla From Grave Yard To Qadir Pura Mohalla In .W.No 60, Upgradation Of Roade By Way Of Laying Of Premix Carpet Back Side Of Migrant Quarters, Major Institute And Adjoining Areas In W.No 60 , Jammu-Jammu And Kashmir
TDR : 30770698
Tender Notice
BOQ
Expired
Jammu
Jammu And Kashmir
Construction / Laying Of Bituminous Road In Upper Gujjar Mohalla From Grave Yard To Qadir Pura Mohalla In .W.No 60, Upgradation Of Roade By Way Of Laying Of Premix Carpet Back Side Of Migrant Quarters, Major Institute And Adjoining Areas In W.No 60
Name of Work: Construction / Laying of Bituminous road in upper Gujjar Mohalla from Grave Yard to Qadir Pura Mohalla in .w.no 60, Upgradation of roade by way of laying of premix carpet back side of migrant Quarters, Major Institute and adjoining areas in w.no 60AMT: . 37.51 Lacs
Sl. No.
Item Description
1
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, lead upto50meterand lift upto 1.5m, as directed by Engineer in-Charge.All kinds of soil :
2
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 including supply and stacking graded & crushed stone aggregate of size53mm to 22.4 mm.
3
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.
4
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.
5
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 bitumen surface @ 0.50 Kg/sqm.
6
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.
7
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.
8
Removal of Excavated mulba, dismantled unserviceable material from the site of work by MT/Animal transport or other wise including loading /unloading complete job.
9
Carriage of material by Mech. Transport Including loading unloading and stacking 15 km Avg. Sand and Stone agg. 20 mm.
10
Carriage of material by Mech. Transport Including loading unloading and stacking 15 km Avg. Stone agg. 40 mm
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