Erection of 3 Nos 9.00 Roof Top Poles including Structural Base in SP Office Building at Cuddalore.(Recall)

Amount

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

a) Thermo-Mechanically Treated bars.

Providing and laying Reinforced Cement concrete with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size for Pole structural base / Pedestal including cost of centering, shuttering upto 0.15 cum. The concrete surface to be finished with 6mm plaster with Cement mortar 1:3 ( 1cement: 3 fine sand ) and painting the same with Water proofing cement paint. The rate includes necessary demolishing of Weathering tiles to required area of 0.15 Sq.m, disposing and Cleaning the same, Applying necessary Epoxy water Proofing coat on bottom and sides, insurance charges for labour and the agency is responsible for all precautionay measures to be maintained at site where the structural base / Pedestal for the pole is to be carried out at a height of upto 10.00 m excluding the pole height for safety of men working. ( The Reinforcement shall be paid in separate item)

Developing the column on the terrace by making holes of 18mm dia by drilling a depth upto 200mm including cleaning the surface by blowing air, injecting resin grout of Fisher FIS V 360S or equivalent and fixing 16 mm dia TMT bar dowels in position including all labour and machinary in RCC work all complete as directed by Engineer-in-charge and Reinforcement bar shall be paid for separately. ( The proposed Pole base is located at a height of about 10.00 M from Road level )

Supplying at site the M. S galvanized Pole materials consisting of angles, flats, pipes, bars bolts and nuts washers , Gusset plates, etc., including labour charges for cutting drilling holes, welding as required and as per the directions of Engineer-in-Charge.

a) Pipes

b) Angles

Erection of Pole structure consisting of 3.00 Nos Poles of Different Dia upto a height of 9.00 M including necessary sorting out of materials at site as per check list and tightening of bolts and nuts, washers etc. as per the requirement of Indian standard codes, torque checking etc. complete as directed by the Engineer- in- Charge. ( The rate includes necessary insurance charges for labour and the agency is responsible for all precautionay measures to be maintained at site for safety of men working)

Painting with Epoxy Enamel paint in two or more coats over and including a base coat of Etch primer followed by Epoxy primer of Brand Berger or equivalent of approved make and even shade.

a) 9.00 M Poles - Three Numbers are Individually erected and Each one Supported by Stay wires/ Angles

Supplying 8 mm dia galvanised MS rope for stay wire arrangement all complete as directed by Engineer-in-charge.

Supplying GI /MS Clamp, D bolts and erecting stay wire of the pole structure including wall /Floor clamp fixed with expansion fasteners, clamping the stay wire at ends with two nos, All complete as directed by Engineer-in-charge.