Name of Work:- Construction/Upgradation of Road from Army Morh Potha to New National Highway Potha. (Under Non Plan).
Sl. No.
Item Description
1
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 :
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. All kinds of soil : 50% Ordinary Rock 30% Hard Rock (Blasting Prohibited) 20%
3
Restoration of rain cuts,damage road surface patches by way of supplying & filling RBM in layers not exceeding 20cm in depth rolling each layer with power load roller including carriage from source to site including unloading stacking, laying watering dressing etc complete job.
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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
5
Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm
6
Stone screening of size 13.2 mm nominal size (Type A)
7
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.
8
Providing and laying non-pressure of specified class R.C.C. pipesincluding collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipe 900 mm dia. R.C.C. pipe
9
Filling of stone in wire crate including the cost of stone and crate complete job
10
Carriage of material by M.T incl loading/unloading & stacking complete Carriage of Stone aggrigate above 40 mm Nominal size by an average distance of 10 Km by M.T.
11
Carriage of sand/bajree by an average distance of 10 Km by M.T.
12
Carriage of Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe by an average distance of 90 Km by MT. Please Enable Macros to View BoQ information
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