Erection of chain link fencing on left side of River Jhelum at Gandbal near Bridge

Amount

Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 upto 50mters and lift upto 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 boulders

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)

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

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (Riveted bolted)

Fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-incharge.

Applying priming coat: With ready mixed red zinc chromate primer of approved brand and manufacture on steel galvanized iron/steel work.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work.

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.

Filling available excavated earth (excluding rock) in trenches , plinth, sides of foundations etc. 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 material by mechanical transport including loading unloading and stacking

Stones avg. 06 km.

20 mm stone agg. avg. 06 km.

40 mm stone agg. avg. 06 km.

Sand avg. 03 km.

Cement/Steel/chain link fencing avg. 05km.

MOHAMMAD IQBAL BHAT

M/S HABIB ULLAH BHAT

ABID OMER