Name of Work:- Permanent restoration and improvement of Ladh Khul at Spots under SASCI
Sl. No.
Item Description
1
Earth work in excavation by manual means 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: All kinds of soil
2
Silt clearance from khul Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Dry
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
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
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
6
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
7
Dry random rubble masonry with hard stone in foundation and plinth Without bond stone (Nallah).
8
Random Rubble masonry with hard 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)
9
Carriage of Stone from nearest source to site of work for an average distance of 01 km by head load.
10
Carriage of Sand from nearest source to site of work for an average distance of 60 km by MT and 02 km by head load.
11
Carriage of Stone aggregate 20 mm from nearest source to rsite of work for an average distance of 90 km by MT and 02 km by head load.
12
Carriage of Cement from nearest source tosite of work for an average distance of 200 km by MT and 02 km by head load.
13
Carriage of Stone Stone aggregate 40 mm from nearest source to Site of work for an average distance of 01 km by head load. Please Enable Macros to View BoQ information
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