Providing And Installation Of Open Gym Equipments At Income Tax Colony, Karkunj, Agra.-CORRECTION (C) NIL INSERTION (I) NIL DELETION (D) NIL 1 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. 1.1 All kinds of soil 2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 2.2 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) 2.3 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) 3 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). 4 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 4.1 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. CORRECTION (C) NIL INSERTION (I) NIL DELETION (D) NIL 5 Health Walker :- Providing, designing and fixing of Healthwalker of size 1300x610x1350mm fabricated with main post of 127 (+/- 5mm) dia OD B-Class pipe and 3 mm thick and other pipes of 32mm NB of 3mm thick made up of GI pipe ERW and powder coated upto 90 micron thick. All welding joints of pipe shall be robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burns. Zinc primer paint to be applied at all the welding points prior to finishing. All open ends of pipe to be closed with GI/LLDPE caps, base plate of minimum 10mm thickness. UV resistant and color as approved by Engineer-incharge. High quality grip rubber should be used on handles. Foothold shall be made of PPCP (Poly Propylene & copolymer)alloy with rounded edges to prevent impact and injury. Maintenance free bearings should be used in the equipments manufactured by O & KAI, CBB or reputed company duly oil sealed and self lubricated to be approved by Engineer-in-charge. The equipment shall be fixed on ground with cement concrete of mix 1:1.5:3 and shaped welded bolts and when concrete is set, fixing the equipment on to it all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment & color (of metal, seal and pedal), and fixing of equipment etc. (the cement concrete and excavation work shall be paid separately). Equipment should have a Fixed Stainless Steel Grade 304 Plate which will describe about euipment and its uses. 6 Horse Rider :- Providing, designing and fixing of Horse Rider of size 1090 x 560 x 1065 mm fabricated with main post of 127mm (+/- 5mm) dia OD B-Class pipe and 3 mm thick and other pipes of 32mm NB of 3mm thick made up of GI pipe ERW and powder coated upto 90 micron thick. All welding joints of pipe shall be robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burns. Zinc primer paint to be applied at all the welding points prior to finishing. All open ends of pipe to be closed with GI/LLDPE caps, base plate of minimum 10mm thickness. UV resistant and color as approved by Engineer-incharge. High quality grip rubber should be used on handles. Foothold shall be made of PPCP (Poly Propylene & copolymer)alloy with rounded edges to prevent impact and injury. Maintenance free bearings should be used in the equipments manufactured by O & KAI, CBB or reputed company duly oil sealed and self lubricated to be approved by Engineer-in-charge. The equipment shall be fixed on ground with cement concrete of mix 1:1.5:3 and shaped welded bolts and when concrete is set, fixing the equipment on to it all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment & color (of metal, seal and pedal), and fixing of equipment etc. (the cement concrete and excavation work shall be paid separately).Equipment should have a Fixed Stainless Steel Grade 304 Plate which will describe about euipment and its uses. CORRECTION (C) NIL AE( INSERTION (I) NIL DELETION (D) NIL 7 Sit Up Bench :- Providing, designing and fixing of Sit Up Bench of size 1600x1065x580 mm fabricated with main post of 127mm (+/- 5mm) dia OD B-Class pipe and 3 mm thick and other pipes of 32mm NB of 3mm thick made up of GI pipe ERW and powder coated upto 90 micron thick. All welding joints of pipe shall be robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burns. Zinc primer paint to be applied at all the welding points prior to finishing. All open ends of pipe to be closed with GI/LLDPE caps, base plate of minimum 10mm thickness. UV resistant and color as approved by Engineer-incharge. High quality grip rubber should be used on handles. Foothold shall be made of PPCP (Poly Propylene & copolymer)alloy with rounded edges to prevent impact and injury. Maintenance free bearings should be used in the equipments manufactured by O & KAI, CBB or reputed company duly oil sealed and self lubricated to be approved by Engineer-in-charge. The equipment shall be fixed on ground with cement concrete of mix 1:1.5:3 and shaped welded bolts and when concrete is set, fixing the equipment on to it all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment & color (of metal, seal and pedal), and fixing of equipment etc. (the cement concrete and excavation work shall be paid separately). Equipment should have a Fixed Stainless Steel Grade 304 Plate which will describe about euipment and its uses. 8 Tripple Twister Standing :- Providing, designing and fixing of Tripple Twister Standing of size 1775 x 1775 x 1475 mm fabricated with main post of 127mm (+/- 5mm) dia OD B-Class pipe and 3 mm thick and other pipes of 32mm NB of 3mm thick made up of GI pipe ERW and powder coated upto 90 micron thick. All welding joints of pipe shall be robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burns. Zinc primer paint to be applied at all the welding points prior to finishing. All open ends of pipe to be closed with GI/LLDPE caps, base plate of minimum 10mm thickness. UV resistant and color as approved by Engineer-incharge. High quality grip rubber should be used on handles. Foothold shall be made of PPCP (Poly Propylene & copolymer)alloy with rounded edges to prevent impact and injury. Maintenance free bearings should be used in the equipments manufactured by O & KAI, CBB or reputed company duly oil sealed and self lubricated to be approved by Engineer-in-charge. The equipment shall be fixed on ground with cement concrete of mix 1:1.5:3 and shaped welded bolts and when concrete is set, fixing the equipment on to it all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment & color (of metal, seal and pedal), and fixing of equipment etc. (the cement concrete and excavation work shall be paid separately). Equipment should have a Fixed Stainless Steel Grade 304 Plate which will describe about euipment and its uses.
