Construction of Damaged Flood Protection Work on right bank of River Tawi near Hari Singh Park (At places)

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

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

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 lead upto 50 m and lift upto 1.5 m.

Dismantling old protection work including cutting of crates and stacking of stones.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)

Earth work in rough excavated, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50m and lift upto 1.5 m, in all kinds of Soil.

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks lead upto 50m and lift upto 1.5, in all kinds of Soil.

Dry Stone pitching (any thickness) excluding cost of stones.

On horizontal

On slopes

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)

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.

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

Supply of stones

Carriage of stones from neareast source to site of work 10 km by MT including loading, unloading, stacking complete

Carriage of stones from neareast source to site of work 10 km by MT and 100 m, by HL including loading, unloading, stacking complete

Carriage of Earth from neareast source to site of work 05 km by MT including loading, unloading, stacking complete

Carriage of Earth from neareast source to site of work 05 km by MT and 100 m, by HL including loading, unloading, stacking complete

Carriage of Sand/ Bajri from neareast source to site of work 10 km by MT and 100 m, by HL including loading, unloading, stacking complete

Providing of 4mm B.A wire Knitted wire crates of Size ( of mesh size 0.15 mtr x 0.15 mtr with end lids incluidng 4mm B.A wire complete item specification as per IS Standard / code

Knitted crate size (6.00x 1.50x 1.50 mtr)