Construction of RCC Jacketing with toe wall on Right side embankment of River Jhelum Down stream Aali Kadal bridge near temple at RD 76.9 km.

Amount

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 lead up to 50 meters and lift up to 1.5 m, as directed by Engineer-in-Charge. All kinds of soil.

Dumping stone excl. cost of stones in horizontal on level.

Supply of stone soiling.

Supply of stone boulder (quarry) nominal size 225 mm.

Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked material (All kinds of soil).

1st lift

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering 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)

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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering & shuttering incl. strutting, propping etc. & removal of form work for:-Foundations, footings bases of columns for mass conc.

Walls (any thickness) incl. attached pilasters, plinth/string courses.

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

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. Depth exceeding 1.5 m but not exceeding 3m.

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.

Carriage of materials by mechanical transport from source to road site of work including loading, unloading and stacking.

Stone soling/stones from Zewan avg. 12 kms.

40 mm agg. from Zewan avg. 12 kms.

20 mm agg. from Zewan avg. 12 kms.

Sand from Ganderbal avg. 20 kms.

Cement avg. 02 km.

Steel avg. 05 km.

Carriage of material from road side upto site of work by manual means including loading unloading and stacking avg. 100 mtrs.

Stone/soiling.

40 mm agg.

20 mm agg.

Cement.

Steel.

Earth.(site of work to road site).

Surplus excavated earth available to be disposed off by the agency of its own against consideration cost payable towards the deptt. (minimum reserved rate @ 165/cum excluding Royality charges be paid to Geology & Mining Kashmir)

MR. IMRAN ABDULLAH BHAT (BID ID -2225387)

MATRIX BUILDERS (BID ID -2227629)

BILAWAL YOUSUF BHAT (BID ID -2227713)