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Sl. No.
Item Description
1
Excavation in foundation in ordinary soil including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches MORD SPEC NO 300
2
Providing concrete for plain/Reinforced concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202 &1203 Chap 11(11.4-800 &1200 iii)
3
Brick masonary work in1:4 cement mortar in sub structure complete execluding pointing and plastering as per drawing and technical specification clause 600,1202 & 1203
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12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR 13.5.1
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Rowing Spacification: Main Frame = 50mm “B” Class GI Pipe. Supporting Pipe of handles = 50mm “B” Class GI Pipe. Size: 1050X975X1650mm
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Chest Press Specification: Main Frame= 50mm “B” Class GI Pipe. Supporting Pipe of handles= 50mm “B” Class GI Pipe. With 30kg. Weight plates Size: 900X1050X1275mm
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Shoulder Press Specification: Main Frame= 50mm “B” Class GI Pipe. Supporting Pipe of handles= 50mm “B” Class GI Pipe. With 30kg. Weight plates Size: 975X1050X1500mm
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Incline Chest Press Specification: Main Frame= 50mm “B” Class GI Pipe. Supporting Pipe of handles= 50mm “B” Class GI Pipe. With 30kg. Weight plates Size: 1350X975X750mm
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Leg Press Specification: Center main pipe114mm, “B” class GI pipe (3mm to 3.5mm thickness) Sitting pipe 40mm, “B” class GI Pipe (3mm, to 3.5mm thickness) Both side vertical structure pipe 40mm. GI Pipe (3mm. to 3.5mm thickness) Seat metallic sheet 3mm. M.S Footrest M.S Checked Plate 4mm (3. To 3.5mm Thickness)
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Weight Lifter Spacification: Frame Pipe = 114mm “B” Class GI Pipe. Center Pipe = 50mm “B” Class GI Pipe. Size: 2400mmX1300mm
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Transportation + Installation Charges
12
Concrete with 4 cm gauge brick ballast Fine sand of 1.25 FM and cement in proportion of 1:6 :12 in foundation and under floor including supply of all materials labour T & P etc required for proper completion of the work S I No 273
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Providing and laying of Interlocking concrete block pavements having thickness 80 mm.As per drawing and technical specification clause 1504 chap-6(6.7-1500)
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S/F of Signboard & phography Please Enable Macros to View BoQ information
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