Name of Work:- Macadamization Of Dalhori Kanthol Road.
Sl. No.
Item Description
1
Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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 sidesand 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:2.9.1 All kinds of soil
2
Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage) 63 mm to 45mm
3
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 density3 mm to 45mm /53mm to 22.4mm
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
Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50mmthick compacted bed of sand, compacting and proper embedding/laying ofinter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approvedcolor design and pattern
6
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete
7
Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete.
8
Sand for an av. lead 100 Kms
9
Bajree/Stone aggregates below 40mm nominal size for an av.distance 20 Kms
10
Stone aggregate 63mm to 45mm size for an av.20 Kms distance . Please Enable Macros to View BoQ information
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