Restoration of outfall channel at various spots at Qamarwari sgr phase 2nd

Earth work in excavation by manual means 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 and lead upto 50 meter beyond 1 m from cutting edge , including getting out excavated earth and disposal of surplus excavated earth as directed: 01. All kinds of soil :

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). 1 Depth not exceeding 1.5 m.

2 Depth exceeding 1.5 m but not exceeding 3 m

3 Depth exceeding 3 m but not exceeding 4.50 m

Providing and Laying of stone soling handpacked including all except carrriage of material

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

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

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

Centering and shuttering including strutting, propping etc. and removal of form work for: 1. Foundations, footings, bases for columns