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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
2
Supply and hand packing stones into wire crates 100mmx100mm mesh (woven diagonally) of thickness3 mm including laying of crates in pproper position, binding top after filling of stones including carriageof crateswith loading , unloadinh complete including the cost of crate , royalty, haulages etc complete job (Nallah) all as per directions of EIC
3
Supply and filling of locally available RBM material including consolidation and carriage of material upto site of work
4
Dry stone pitching (any thickness) excluding cost of stones.On Slopes
5
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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
6
Engagement of JCB for debris removal as per the directions od engineer in charge
7
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. (and disposal of boulders as per the directions on engineer in charge)All kinds of soil :
8
Carriage of materials form source to site
9
Sand for an avg lead 7km
10
stonew Aggregate for an avg lead 7km Please Enable Macros to View BoQ information
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