Permanent Restoration onRamnagar to Johnu Road L 2 KM damaged during heavy rainfall/huge landslides/flash floods fby way of the Construction of Crated R/Wall , pucca drain and GSB filling.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil

Earth work in excavation by manual means over areas (exceeding 30 cm indepth, 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

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)

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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

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 40 mm nominal size)with 20% Plum.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Hand Packed Stone filling in wire crates incl. cost of stone & wire crates size 6.00m x1.20x1.20 G.I. wire crates having wire diameter 4mm with mesh spacing 100 mm x 100 mm mechanically woven diagoally

Dumping stone excluding cost of stones. in Horizontal on level

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

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

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 11.3.3 50 mm thick with 20mm nominal size stone aggregate.

Slip clearance inn ordinary soils disposal lead upto 50 m and lift upto 1.5 m

Carriage of sand an avg. distance 70.0 km.

Carriage of stone agg below 40mm avg distance 5.0 km.

Carriage of stone agg above 40mm avg distance 5.0 km.

Carriage of stone an avg lead 2 km

Please Enable Macros to View BoQ information