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| 1 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR/251 (A)/4.1.1) |
| 2 | Depth from 0.0 to 1.5M below G.L. |
| 3 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 4 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 5 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 6 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 7 | Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level |
| 8 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 9 | M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305)Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A)) |
| 10 | M-150 brick work in 1:4 cement & coarse sand 2.20 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303/6.02)Same as item no. 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-305/6.04)Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(a))As item 303 to 307 above but in superstructure including necessary Cutting & moulding of brick as required thickness of wall not to be less than 1½ brick. Add extra labour to above items. (SOR-20/309/6.07) |
| 11 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) |
| 12 | 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. (DSR-18/10.25) |
| 13 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR-18/10.25.2) |
| 14 | Providing wall putty on new surface with approved quality material of Berger/J.K./Birla or similar make 2 coats.(SOR-20/15.22 New Item) |
| 15 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm. (DSR-18/13.45.1) |
| 16 | Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. paint to be used should confirm ISI no. 105/106/133-1950 (SOR-20/647/15.07) |
| 17 | As in item (647) above but for every subsequent coat on previously treated surface. (SOR-20/648) |
| 18 | Sit Up Station: Providing, designing and fixing of double sit-up station of size 1500x1150x650mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe of 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Seat and base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum, thickness of plastic of 8mm, colorful and UV resistant and environmental friendly. |
| 19 | The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipments on to it and cover nuts and bolts with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base pedal) and fixing of equipments etc. (the cement concrete and excavation work shall be paid separately). |
| 20 | Air Walker: Providing, designing and fixing of Air-Walker of size 1100 x 550 x 1480mm fabricated with main post of 114mm dia and 2.5mm thick and other pipes of 10mm dia 2.5 mm thick made up of hot rolled tubular steel and hot dipped galvanized and powder coated 80-120 micron thick using akzo nobel or equivalent in desired shade and colour. All welding joints of pipe shall be robotic weded with joints paint to be applied al all the welding points prior of finising. All open ends of pipe to be closed with Gl/LLDPE caps. base plate cover shall be made virgin LLDPE plastic by roatational molding with minimum 8mm thickness. UV resistant and colour as approved by Engineer in Charge. ligh quality grip rubber should be used on handles. |
| 21 | Foothold shall be made of nylon prevent alloy with rounded edges to impact and injury. Maintenance free bearings should be used in the equipments manufactured by reputed company duiy oil sealed and self lubricated to be approved by Engineer-in charge. the equipment shall be fitted with in-built limiters. The equipent shall be fixed on ground with concrete of minimum strength M-25 and JS haped welded bolts and when concrete is sec. fixing the equipment on to it and cover nuts and bolts with base plate cover, all complete as per directions and approval of Engineer-in Charge regarding material, shape of equipment. colour (of metal. seat and pedal). and fixing of Equipemnt etc (The cement Concrete and excavation work shall be paidseparately). |
| 22 | Seated chest press: Providing, designing and fixing of seated chest press in a pair of size 1800 x 700 x 2000mm abricated with main post of 114mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off |removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber. Pedals shall be made up of Nylon alloy with rounded edges to prevent any impact of injury. Seats and base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic of 8mm, colourful and UV resistant and environmental friendly. |
| 23 | Bearing used shall be maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer in-charge. Equipment to be fitted with inbuilt limiters to prevent unwanted movements. All open ends of pipe to be closed by GI/ILLDPE caps for user safety. The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipment on to it and cover nuts and bolts with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base plate and fixing of equipmernts etc. (the cement concrete and excavation work shall be paid separately). |
| 24 | Twister: Providing, designing and fixing of twister of size 1700 x 1300 X 1300mm fabricated with main post of 114mm dia and 2 5mm thick and rest of the pipe 4Omm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All joints of pipe are robotic welded with ioints scalloped as ecessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber. Foothold shall be made up of Nylon alloy with rounded edges to prevent any impact of injury and base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic of 8mm, colourful and UV resistant and environmental friendly. |
| 25 | Bearing used shall be maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer in-charge. Equipment to be fitted with inbuilt limiters to prevent unwanted movements. All open ends of pipe to be closed by Gi/LLDPE caps for user safety. The equipmernt to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipment on to it and cover nuts and bolts with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base pedal and fixing of equipments etc. (the cement concrete and excavation work shall be paid separately). |
| 26 | Pull chair: Providing, designing and fixing of pull chair in a pair of size 2500 x 800 x 2000mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber on top end. Pedals shall be made of Nylon alloy with rounded edges to prevent any impact of injury. Seat and base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic of 8mm, colourful and UV resistant and environmental friendiy. |
| 27 | Bearing used shall be maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer in-charqe. Equipment to be fitted with inbuilt limiters to prevent unwanted movements. All open ends of pipe to be closed by GI/LLDPE caps for user safety. The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, tix the equipment on to it and cover nuts and bolts with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipments etc. (the cement concrete and excavation work shall be paid separately). |
| 28 | Leg PressS: Providing, 550 x designing and fixing of leg press size 2000 x 1600mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber on top end. Pedals shall be made of Nylon alloy with rounded edges to prevent any impact of injury. Seat and base plate cover to be made up from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic of 8mm, colourful and UV resistant and environmental friendly. |
| 29 | Bearing used shall be maintenance free, duly oil sealed and self lubricated made by reputed company to be approved by Engineer |in-charge. Equipment to be fitted with inbuilt limiters to prevent unwanted movements. All open ends of pipe to be closed by GI/LLDPE caps for user safety. The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipment on to it and cover nuts and bolts with the base plate. All complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipments etc. (the cement concrete and excavation work shall be paid separately). |
| 30 | Providing and fixing rubber tile flooring 25mm thick made of SBR (Styrene-Butadiene Rubber) with interlocking arrangements and adhesive all complete colour and size as approved by Engineer-in charge. (AR) |
| 31 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR/251 (A)/4.1.1) |
| 32 | Depth from 0.0 to 1.5M below G.L. |
| 33 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 34 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 35 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279)Same as above item no 279 but with 2cm gauge stone grit instead of 4cm gauge stone ballast. (SOR-20/279(a) |
| 36 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR-18/16.69) |
| 37 | Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. paint to be used should confirm ISI no. 105/106/133-1950 (SOR-20/647/15.07) |
| 38 | As in item (647) above but for every subsequent coat on previously treated surface. (SOR-20/648) |
| 39 | AMC after completion of 1 year warranty period will be as follows: Item No. 12 to 18 (Sit up station, Air walker, Seated Chest Press, Twister, Pull Chair, Leg Press Rubber Tile Flooring) Annual maintenance of above equipment, T & P, required accessories, day to day complete in all respect. |
| 40 | 1st Year- (Complementary) |
| 41 | 2nd Year- (AMC for 2nd year =6% of Rs. 687775)= 41266.50/- |
| 42 | 3rd Year- (AMC for 3rd year =8% of Rs. 687775)= 55022/- |
| 43 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
