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Tender Value
₹32.8 L
Closing Date
3 Nov 2021, 2:00 pmClosed
Executive Engineer
Executive Engineer JMC Division-III Jammu
Up gradation of Lane by way of laying premix carpet lane no.6,5,4,1 near Carpenter office kamal Nagar Sector-II near Govt School to H/o Banam Singh to Mh.Gulam in W.No.63
2021_HAUDD_145432_1
JMC/D-III/34 of 2021-22
Open Tender
Civil Works
Item Wise
60 days
Jammu
AS PER THE ISSUED/SIGNED NIT AND RATE LIST
2 documents required · 2 mandatory
₹1,000
Yes
Executive Engineer JMC Division-III Jammu
Exempted
10 Nov 2021
28 Oct 2021
3 Nov 2021
28 Oct 2021
3 Nov 2021
28 Oct 2021
Amount
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 min width as well as10 sqm on plan including disposal of excavated earth,leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :
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 size 53mm to 22.4 mm.
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.
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.
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 specification on bitumen surface @0.50kg/sqm.
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 complete (Tack Coat to be paid seperately).With paving Asphaltgrade VG-30 with no solvent.
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg ofbitumen 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.
RBM filling including Ramming,Rolling and consolidation etc.(Complete Job)
Removal of Excavated mulba,dismenteled unserviceable material from the site of work by MT/Animal transport or other wise including loading /unloading complete job .
Carriage of material by Mech. Transport Including loading unloading and stacking 15 km Avg. (A)Sand (B) Bajri
Bhag Ali Choudhary
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