Restoration of Earthen embankment on left bank of River Tawi at Bikram Chowk upstream of Bikram Chowk Bridge.

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

Dumping stone excluding cost of stones in Horizontal on level

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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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:

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:

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.

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 Sand/ Bajri from neareast source to site of work 05 km by MT including loading, unloading, stacking complete

Carriage of Earh from neareast source to site of work 04 km by MT including loading, unloading, stacking complete

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes (450 mm dia. R.C.C. pipe)

Supply of Zinc Coated Gabions mechanically woven double twisted hexagonal in shape having wire mesh size of 100x120 mm & having mesh wire dia. 2.7 mm, Selvedge Wire dia: 3.4 mm & lacing wire dia. 2.2 mm & PVC coating thickness size (6.00x 1.50x 1.50 mtr)

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)