Construction of Toe Wall and Stone pitching on left side of River Jhelum at Ghat Tokina RD 24200m

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 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil

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 4.50m

P/L in position stone solling including supply

P/L in position stone solling --behind wall

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 with1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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

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

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)

Bands

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Hot rolled deformed bars

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. ( Kaccha portion)

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

Supply of Stone boulder (Quarry) nominal size 225 mm

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.

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

PVC pipes 3'' in dia for weepholes

Rapidite

Carriage of materials from source to road site by mechanical transport including loading, unloading and stacking. stones for an avg. 8 km

sand from Padgampora average 03 km

Stone agg. 40 mm from jawbera 07 km

Stone agg. 20 mm from jawbera 07 km

Cement from avg. 05 km

Steel for an avg. 05 km

Disposal of excavated material all kinds of soils by mechanical transport for an avg.2km

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