Name of Work:- Permanent Restoration of road from Lam to Phukrani Pkg No JK12-146
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
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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
3
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)
4
Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand)
5
Providing and laying damp-proof Course/ coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
6
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
7
Back Filling behind R/wall Abutment Wing wall Retaining wall with available stone from earthwork completed as per drawing and techinical specification clause 1204.3.8 labour rate
8
Carriage/consumption of material
9
Sand for an average distance of 140 km by MT
10
Aggregate 40 mm normal size for an average distance of 10 km by MT
11
Stone for an average distance of 7 km by MT Please Enable Macros to View BoQ information
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