Permanent Restoration for Construction of Semi Pucca R/Wall 4.50 mtr. Height for Hidyal to Gurain via Qilla Top Link Road Km 1st RD (0 to 50)

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 :

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 with1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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) Nallah

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone

Providing and laying cement concrete in kerbs, steps and the like at or near ground level including curing, excluding the cost of centring, shuttering, and finishing. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size)

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.

Handpack Stone filling behind retaining wall (Including cost of stone)

Carriage of sand at an average distance of 30 kms by Mechanical Transport

Carriage of bajri at an average distance of 7 kms by Mechanical Transport

Carriage of stone aggregates above 40mm size i at an average distance of 5 kms by Mechanical Transport

Carriage of mulba at an average distance of 5 kms by Mechanical Transport

Please Enable Macros to View BoQ information