Construction of Masonry Protection Wall on Right Side of River Jhelum (OFC) at Seer Jagir RD 155.950 Kms.

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 soils.

Providing and laying dry stone soling, including cost of stones.

Providing and laying in position cement concrete of specified grade including curing butexcluding 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)

Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level, 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

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: Quarry, Cement mortar 1:6 (1 Cement : 6 coarse sand)

Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Quarry, Cement mortar 1:6 (1 Cement : 6 coarse sand)

Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level :Mild steel and medium tensile steel bars

Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Providing and fixing 100mm dia PVC pipes as weep holes in stem of RCC retaining spaced at 1200mm centre to centre both verticaly and horizontally. The bottom row shall be placed 300mm above base slab. Two staggered rows shall be provided to ensure effective drainage. pipes shall be cut to the requried length not less than width of wall and securely embedded in wall complete job as directed by Engineer I/c.

Stone Soling avg lead of 07 kms

Stone Aggregates 20mm size for an average lead of 32 Kms

Sand for an average lead of 5 Kms

Cement/Steel avg lead of 3 Kms.

Stone Soling

Stone Aggregates 20mm size.

Cement/Steel