Construction of retaining wall on left side of River Jehlum D/S Aali Kadal at RD 70 Km.

Amount

Demolishing/.dismentling stone rubble masonry manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 mtrs lead as per direction of engineer in charge

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth and lift upto 1.5 m,disposed earth to be llevelled and neatly dressed 25km lead. All kinds of soil.

Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked material

1st lift

2nd lift

3rd lift

Close timbering in trenches including strutting, shoring and packing cavities wherever required complete measurements to be taken of the face area timbered

Dumping stones excluding cost of stones in horizontal

Supply of stone soiling

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)

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 1:1.5:3 ( 1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

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 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 complet at window sills, ceiling level and the like : Cement mortar 1:6 (1 Cement : 6 coarse sand)

Dry random rubble masonry with hard stone in foundation and plinth with bond stone

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 : Cement mortar 1:6 (1 Cement : 6 coarse sand)including cost of stones

Dumping stones excluding cost of stones in horizontal

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

Providing and laying in position cement conc. of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level 1:2:4 (1 cement 2 coarse sand :4 graded stone agg: 20 mm nominal size) .

Disposal of extra excavated earth by actual site to road site at an avg lead of 350 mtrs

Disposal of extra excavated earth by mechanical means at an avg lead of 6kms

Carriage of material by mechanical means from source to road side

Stone at an avg lead of 10kms

40 mm agg. avg.10 Km.

20 mm Stone aggregate avg. 10. Km.

Sand avg lead 10 Km.

Cement and steel from Divisional store avg. lead 5 Km.

Carriage of material by manual means at an avg lead of 350 mtrs from road site to actual site

Stone

40 mm agg.

20 mm aggregate.

Cement

Steel

Abdul Hamid Dendroo

MR ALTAF AHMAD BHAT

MATRIX BUILDERS