Strengthening of Jhelum embankments B/W Lasjan to Chattabal Weir at spots (Construction of toe wall and pitching on right side of River Jhelum at Malik Sahib Safakadal

Amount

Earth work in excavation by manual means over areas (exceeding 30 cm and upto 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth upto 01 mtr. from cutting edge, disposed earth to be leveled and neatly dressed in (All kinds of soil)

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

Supply of stone boulders

Open timbering in trenches including strutting and shoring complete depth exceeding 3 m but not exceeding 4.5 m

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.

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.

Providing & fixing upto floor five level precast cement concrete solid blocks incl. hoisting and setting in position in cement mortor 1:3 ( 1 cement 3 coarse sand) cost of required centering shuttering and curing complete. 1:1 ½ :3 ( 1 cement: 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size).

12mm Cement plaster of mix 1:6 (1 cement:6 fine sand)

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with ½ tonnne roller, or wooden or steel rammers & rolling every third & top-most layer with power roller of min. 8 tonnes & dressing up, in embankments for roads, flood banks, marginal banks, guide banks etc. lead up to 50 m & lift upto 1.5m in all kinds of soil.

Supply & stacking of good earth at site incl. royality (earth measured in stacks will be reduced by 20% for payment).

Surface dressing of the ground incl. removing and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in (All kinds of soil).

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 from source to site of work by mechanical transport incl. loading, unloading and stacking.

Cement /steel for an avg. 05 km.

20 mm agg. for an avg. lead 17 kms.

40 mm agg. for an avg. lead 17 kms.

Sand for an avg. 05 kms.

Precast cement conc. blocks avg. 12 km.

Earth for an avg. 20 km.

Boulder for an avg. 17 kms.

ABID OMER

MOHAMMAD IQBAL BHAT

M/S HABIB ULLAH BHAT