Name of Work:- Xzke Lhkk ,Dqokjh Esa Jke Czegk Ckck Efunj Ds Ikl Vksiu Fte Ds Lfkkiuk Dk;Z A
Sl. No.
Item Description
1
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas(exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting outand disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. DSR 2.6.1 (2023) 2.
2
1:4:8 (1 Cement 4 coarse sand (zone-III) denved from natural sources 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 (2023
3
Brick work with common burnt clay FPS. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement 4 coarse sand) DSR 6.11 (2023)
4
(Rowing ),Spacification: Main Frame = 50mm “B” Class GI Pipe. Supporting Pipe of handles = 50mm “B” Class GI Pipe. Size: 1050X975X1650mm
5
(Chest Press ) , Specification: Main Frame= 50mm “B” Class GI Pipe. Supporting Pipe ofhandles= 50mm “B” Class GI Pipe. With 30kg. Weight plates Size: 900X1050X1275mm
6
(Shoulder Press), Specification: Main Frame= 50mm “B” Class GI Pipe. Supporting Pipe of handles= 50mm “B” Class GI Pipe. With 30kg. Weight plates
7
(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 Specification: Main Frame= 50mm “B” Class GI Pipe. Supporting Pipe of handles=50mm “B” Class GI Pipe. With 30kg. Weight plates Size: 1350X975X750mm
8
(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.SFootrest M.S Checked Plate 4mm (3. To 3.5mm Thickness)
9
(Weight Lifter), Spacification: Frame Pipe = 114mm “B” Class GI Pipe. Center Pipe = 50mm “B” Class GI Pipe. Size: 2400mmX1300mm
10
Transportation + Installation Charges
11
1 Providing and laying of Inter-locking Concrete Tiles/Block having thickness 80 mm as per drawing, Chapter-25, Item No -34 all required for completion of work as per direction by 1/E
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