Protection Work Using Stone Pitching with Launching Apron on River Jhelum on Right Side RD 20.06 21.74 23.0 23.62 29.20 29.50 44.00 45.10 45.50 46.00 KM and Left Side RD 24.00 24.40 25.404 26.00 29.00-29.50 29.50 30.50 31.00 31.50 35.20

Amount

Earth work in bulk excavation by mechanical means ( hydraulic excavator ) over areas (exceeding 30 cm in depth 1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth lead upoto 50 mtrs and lift upto 1.5 mtr as directed by Engineer Incharge (All kinds of soil.)

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked material. All kinds of soil. ( 1st lift)

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked material. All kinds of soil. ( 2nd lift)

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked material. All kinds of soil. ( 3rd lift)

Extra for in or under water and / or liquid mud, including pumping out water as required.

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5m but not exceeding 3 m

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 3 m but not exceeding 4.50 m

Dumping stones excluding cost of stones in horizontal on level.

Supply of stones (Soling). ( Nallah)

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 level1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of M20 1:1.5;3 mix for footing /foundation etc size 20mm excluding cost of sentering.

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

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

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.

Dry stone pitching (any thickness) excluding cost of stones. On Slopes.

Supply of stones (quarry) nominal size 225 mm

PVC pipes 3" in dia for weep holes. including acarriage extra ( complet job)

Rapidite

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

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

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

Extra for random rubble masonary

Providing & making Gabion structure with Mechanically Woven DoubleTwisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS16014:2012,MORTH Clause 2500, of required size, Mesh Type10x12(D=100 mm with tolerance of ± 2%) allcomplete as per directions of Engineer-in-charge.

Carriage of materials from different sources to road site of work by mechanical Transport including loading, unloading and stacking. Stones from avg. lead 03 km

stones from avg. lead 09 km

stones from avg. lead 013 km

stones from avg. lead 18 km km

stones from avg. lead 20 km

stone aggregate 40 mm nominal size from avg. lead 07 km

stone aggregate 20 mm nominal size from avg. lead 07 km

stone aggregate 20 mm nominal size from avg. lead 08 km

stone aggregate 20 mm nominal size from avg. lead 05 km

stone aggregate 20 mm nominal size from avg. lead 03 km

Sand from avg lead 02 km

Sand from avg lead 03km

Sand from avg lead 04km

Sand from avg lead 06 km

Cement from avg lead 01km

Cement from avg lead 02 km

Cement from avg lead 03 km

Cement from avg. lead 05 km

Steel from avg . Lead 02 km

Steel from avg . Lead 01km

Steel from avg . Lead 03 km

Steel from avg . Lead 05 km

Carriage of materials from road site to site of work by manual labour through a lead of 100mts including loading, unloading and stacking. Stones

stone aggregate 20 mm nominal size

Cement

Steel

Carriage of materials from road site to site of work by manual labour through a lead of 50mts including loading, unloading and stacking. Stones

stone aggregate 20 mm nominal size

Cement

Steel

Taking , editing & printing of HD photographes , before during and after execution of work ( Photograph Size 6"x 4") geo tagged

Deduct consideration cost of excavated material all kinds of soil . (Tentative Rate)

Ms Ghulam Nabi Magray

WANI INFRATECH PRIVATE LIMITED

tarmac road and roof builders

Hassan Road Construction Co Pvt Ltd