Left over work of Charan Commercial Complex

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. ALL KINDS OF SOIL

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, including getting out the excavated soil/ordinary rock and disposal of surplus excavated soils upto all lead and lift as per direction of Engineer In Charge.

Providing and laying cement concrete mechanically mixed 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) curing complete excluding cost of form work in foundation and plinth including carriage of material upto all leads and lifts and as per direction of Engineer In Charge.

Cement concrete pavement with1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), including finishing complete

Providing and laying cement concrete mechanically mixed 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) curing complete excluding cost of form work in foundation and plinth including carriage of material upto all leads and lifts and as per direction of Engineer-In-Charge.

Providing and laying 80mm thick heavy duty precast cement concrete inter locking coloured paver blocks vibro compacted upto M-40 grade i/c border or kurb block grey or colored over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for separately)

Providing and filling of stone solling under floors /boulder filling behind retaining walls of selected hard stone including carriage of material in all leads & lifts and as per direction of Engineer In Charge.

Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe (weight should not be less than 4kg/cm2), extending through the full with of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, including carriage of material in all leads and lifts and as per direction of Engineer in Charge.

Steel work welded in built up sections / hollow section, in beams joists channels ,angles ,tee ,flats with connection plates or angle cleats as in main and cross beems, hip and jack rafters, purlins connected to common rafters and the like and in In gratings framed guard bars, ladders, railling,brackets and similar works trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint including carriage of material upto all leads and lifts and as per direction of Engineer In Charge.

Providing and fixing 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with repainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accessories as required as per approved brand (TATA durashine) and direction of Engineer-In-Charge.