Urban Administration And Development Tender

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc Inner 10X4X2.0X2.0 = 160 Outer 10X4X2.4X2.0 = 192 Top 10X2.4X2.4 = 57.60 Total 409.60 19.1.2/208

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.above plinth level and up to floor two level excluding cost of centering, shuttering and reinforcement etc. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate Wall 10X4X2.4X2.0X0.20=38.40 Top 10X2.4X2.4X0.20 = 11.52 Total = 49.92 5.2.1/46

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete Mild steel and Medium Tensile steel bars. 49.92X@80kg/per cum = 3993.60 5.11.1/47

Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with any section made of 1.60mm or 1.25mm thick M.S. Sheet, joints mitred and welded and grinded finish with profiles required size with 15x3mm lugs 10cm long embedded in cement concrete M-10 (Nominal Mix with 20mm maximum size of stone aggregate) blocks 15x10x10cm or with.wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primers. Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 14.40 SQM Plate 16mm Thick Wt@125.00Kg/ M2X14.40 = 1800Kg ISMB Girder Size 200 No. 10X4X2.40 = 96.00 Wt@25.400Kg/M X 96.00 = 2438.40 Added Hingeg, hold fast ETC. =295.00 Total =4533.40 10.14.1.2/118