Permanent Restoration of Main Kathua Canal and construction of protection work on upstream and downstream of syphon by way of crated revetment, spurs , earthern embankment , pitching and grouting between RD 12470 to 12950 m.

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 :

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods,watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: (Deduct for not watering the excavated earth for banking.)

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks,marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in 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 : ( Ist 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 every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : ( 4th lift )

Hand-packing stones in wire-crates; excluding cost of crates and stones

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

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

Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing.

Supply of stones

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 with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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

20mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Carriage of stones at an avg. distance of 2 km by MT

Carriage of good Earth at an avg. distance of 8 km by MT

Carriage of Sand and aggrigare at an avg. distance of 10 km by MT

Supply and Providing of knitted crates including loading and unloading at the site of work of size 6.00M x 1.50M x 1.50M mesh size 0.15M X 0.15M B.A. wire of 4mm and others.