Restoration of Sloughed Embankment on left side of River Jhelum RD 53000m at Zoonipora by way of Masonry Wall along with stone pitching

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

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

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

2nd lift.

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

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

P/L in position stone solling --retaning 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)

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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for 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. 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)

Extra for random rubble masonry with hard stone in: Square or rectangular pillars

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

Supply of Stone boulder (Quarry) nominal size 225 mm

PVC pipes 3'' in dia for weepholes

Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing.

6mm thick ply for Expansion joint

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.

rapidite

Carriage of materials from source to road site by mechanical transport including loading, unloading and stacking. Cement for an avg. 02km

sand from average 02km

crushed Stone agg. avg. 5km

stones for an avg. 8km

Steel for an avg. 01 km

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

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