Tender For Widening Of Road Bhandarkoot To Drangdooru-Dam Site Of Pakal Dul He Project (Rd 2/300 To 2/650 Km), Cvppl, Kishtwar, Jnk., Kishtwar-Jammu And Kashmir
TDR : 48682458
Tender Notice
BOQ
Expired
Kishtwar
Jammu And Kashmir
Tender For Widening Of Road Bhandarkoot To Drangdooru-Dam Site Of Pakal Dul He Project (Rd 2/300 To 2/650 Km), Cvppl, Kishtwar, Jnk.
Name of Work: Widening of Road from Bhandarkoot to Drangdooru-Dam Site of Pakal Dul HE Project (RD +/- 2/300 to +/-2/650 KM), CVPPL, Kishtwar, J&K
Sl. No.
Item Description
1
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All Kinds of Soil ( Lead upto 15 Km)
2
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock ( Lead upto 15 Km)
3
Earth work in bulk excavation by mechanical means(hydraulicexcavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Hard Rock (Blasting Prohibited) ( Lead upto 15 Km)
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: stone aggregate 20 mm nominal size) 1:3:6.
5
Random Rubble masonry with hard stone in foundation and plinth including levelling 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) Nallah.
6
Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.
7
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
8
Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm
9
Supplying and stacking at site Graded crushed stone aggregate of size 63mm to 45mm.
10
Supplying and stacking at site Graded crushed stone aggregate of size 53mm to 22.4 mm.
11
Supplying and stacking at site Graded crushed stone aggregate of size 13.2 mm nominal size (Type A)
12
Supplying and stacking at site Graded crushed stone aggregate of size 11.2 mm nominal size (Type B).
13
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.
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