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 & Laying of Stone Soling tightly hand packed including watering, ramming and all other carriages, complett job
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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
4
Random Rubble masonry with Quarry stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand)
5
Dry random rubble masonry with Quarry stone in foundation and plinth With bond stone
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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
7
Providing and laying of Khak bajri/Nallah mukh GSB 2nd class stones as filter media behind R/wall with proper compaction including spreading, watering, ramming, including carriage of the same from approved source upto site of work complete.
8
Carriage of materials by MT from source to site of work including loading unloading complete.
9
stone Agg. for an avg. lead of 32 Km
10
sand for an avg. lead of 30 Km
11
Stone for an avg lead of 32 kms Please Enable Macros to View BoQ information
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