Name of Work:- construction of PMGSY Alsoo to Police post Karata Lair (Pyt Kail) by way of 80 mm thick interlocking tiles .
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
Supplying and stacking at site 63 mm to 45mm
3
Supplying and stacking at site stone screening of size 13.2 mm nominal size (Type A)
4
Supplying and stacking at site Dust.
5
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.
6
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.1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
7
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 40 mm nominal size)
8
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)
9
Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge
10
Centering and shuttering including strutting, propping etc. and removal of form work for Foundation.
11
12mm cement plaster of mix 1:6
12
Carriage of material
13
Sand average lead 25 Km
14
Stone aggregate above 40mm. Average Lead 25km Km By mechenical means.
15
Stone aggregate below 40mm. Average Lead 25km Km By mechenical means.
16
Disposal of Mulba av lead 2 km. Please Enable Macros to View BoQ information
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