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| 1 | Providing and fixing including Designing and UV printing onaluminium composite material (ACM) sheet in different sizes with 720DPI (Dot per inch)ACP sheet 2mm thick |
| 2 | Providing and Fixinf of MS Material Type Elliptical Trainer Double gym Equipment including all type charges and Taxs as per Photograph and Engineer in charge- |
| 3 | Providing and Fixinf of MS Material Type Pull Chair Double gym Equipment including all type charges and Taxs as per Photograph and Engineer in charge- |
| 4 | Providing and Fixinf of MS Material Type Elliptical Cross Trainer gym Equipment including all type charges and Taxs as per Photograph and Engineer in charge- |
| 5 | Providing and Fixinf of MS Material Type Triple Twister gym Equipment including all type charges and Taxs as per Photograph and Engineer in charge- |
| 6 | Providing and Fixinf of MS Material Type Arm Wheel gym Equipment including all type charges and Taxs as per Photograph and Engineer in charge- |
| 7 | Providing and Fixinf of MS Material Type Riding Trainer Double gym Equipment including all type charges and Taxs as per Photograph and Engineer in charge- |
| 8 | Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earthto be levelled and neatly dressed.All kinds of soil Footing F1 |
| 9 | Extra for every additional lift of 1.5 m or part thereof in. All kinds of soil. Footing F1 |
| 10 | Supplying and filling in plinth under floors including,watering, ramming consolidating anddressing completeCrusher Stone Dust |
| 11 | Cement concrete grade M-10 (Nominal Mix) with 40 mm maximumsize of stone aggregate |
| 12 | Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding upto floor level including costof binding wire, wastage and over laps upto 12mm horizontal/ inclinedposition of reinforcement bars in slab and beams, plinth, chajjas,lintels, upto 4.5m vertical length of reinforcement in wall columns (overlaps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete.Thermo-MechanicallyTreated bars. (Fe 500 D or more) 10MM DIA FOR CHATAI 12 MM DIA FOR COLUMNS 8 MM DIA FOR RINGS 0.10M C TO C |
| 13 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply woodshuttering for : 19.1.1 Foundations,footings, bases of columns, etc. For mass concrete |
| 14 | Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centering, shuttering,finishing and reinforcement - All work up to plinth level :5.1.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum sizeof stone aggregate FOR FOOTING |
| 15 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply woodshuttering for : 19.1.1 Foundations,footings, bases of columns, etc. For mass concrete COLUMNS |
| 16 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate COLUMNS |
| 17 | Steel work in built up M.S. tubular section (round, square orrectangular Hollow tube etc.) trusses/frame work etc./ railing work etc. including cutting, hoisting fixing in position and applying a priming coatof approved steel primer, welded and bolted including special shapedwashers etc. complete Hot finished welded type tubes. |
| 18 | Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earthto be levelled and neatly dressed.All kinds of soil Footing F1 Please Enable Macros to View BoQ information |
