Tender For Kangarappady Stadium Open Gym, Walkway, Flood Light Construction Of Stadium Work in India

Work Detail

tender for Kangarappady Stadium Open Gym, Walkway, Flood Light Construction Of Stadium work =\ 1 Walkway And Drain 2 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 3 50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete 4 13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) 5 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 6 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 7 5.1.2 : 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size 8 50.2.25.1 : Filling with contractor"s own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge 9 11.20.1 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement 10 13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 11 Electrification 12 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 13 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) 14 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 15 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 16 5.1.2 : 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size 17 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 18 od209962/2024_2025 : Supply installation testing and commissioning of Stadium Pole made of hot dip galvanised GI sheet 70mm top diameter. 170 mm bottom diameter thickness 3mm base plate dimensions of 250x250x16 mm suitable for windspeed as per IS 875 Part III fixed head frame including one side facing SPL bracket for wide area lighting suitable to install 4/6 nos luminaries in symmetrical arrangement including connector foundation bolt 4 nos fixed in existing RCC foundation adn junction box etc, complet 9 Meters 19 od209963/2024_2025 : Supply installation testing and commissioning of 200W LED Flood Light with Extruded aluminium heat sink, designed to act as efficient heat dissipater – important for LED luminaires.  Pressure die-cast aluminium cover on both sides for holding of extruded aluminium heat sink.  Luminaire provided with heat resistant toughened glass.  Control gear compartment is an integral part of luminaire.  LED specification – Make – CREE LED / Equivalent. Colour Temp. - 5700K ±300K  LEDs are provided with secondary lens optics to get optimum optical performance.  The driver used is specially designed to have surge voltage, open/short circuit protections.  Luminaire is provided with a mounting bracket fixed on pressure die-cast aluminium covers for aiming adjustment.  Degree of protection - IP66 20 od209965/2024_2025 : Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC sheathed 650/1100 V grade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes. 3 core 2.50 sq mm 21 od209966/2024_2025 : 9.1.32 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 10 sq. mm (25mm) 22 od210657/2024_2025 : CABLING - Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required - 4 core 6 sq mm with factory made clamp and 25mm PVC pipe 23 Open Gym 24 od210831/2024_2025 : WALKER SINGLE- Providing and fixing Walker single- FNF 004 (MakeFUN PLAY )using, Minimum 100 NB GI C-class Pipe- for MAIN FRAME, minimum 32 NB GI B-CLASS Pipe- for LEG FRAME, Minimum 25 NB GI B-CLASS Pipe for HANDLE FRAME, NYLON 66 INJECTION MOULDED CASING CLAMPS, LLDP Rotomoulded seat with inbuilt bolts 3/8" X 1.5" FOOT REST, Nylon 66 injection Moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge 25 od211095/2024_2025 : STEP TRAINER- Providing and fixing Ski trainer - FNF 007 (MakeFUN PLAY )using, Minimum 100 NB G.I. C CLASS pipes for MAIN FRAME, Minimum 40 NB G.I. pipe for FOOT REST PIPE, Minimum 40NB & 25 NB G.I. pipe for HANDLE, Minimum 25 NB & 40 NB GI B-CLASS Pipe for CONNECTING PIPE, LLDP Rotomoulded seat with inbuilt bolts 3/8" X 1.5" for FOOT REST,Nylon 66 injection moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge 26 od211096/2024_2025 : CHEST PRESS CUM SHOULDER PRESS-Providing and fixing Chest press cum shoulder press - FNF 016 (MakeFUN PLAY )using, Minimum 100 NB GI C-class Pipe for CENTER FRAME, Minimum 40 NB & 32 NB GI B-CLASS Pipe for MAIN FRAME, Minimum 32 NB & 25 NB GI B-CLASS Pipe for HANDLE FRAME, Minimum 32 NB & 25 NB & 40 NB GI BCLASS Pipe for CONNECTING PIPE, LLDP Rotomoulded seat with inbuilt bolts 3/8" X 1.5" for SEAT & BACK REST,Nylon 66 injection moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge 27 od211097/2024_2025 : LEG PRESS- Providing and fixing Cycle - FNF006 (MakeFUN PLAY )using, 25 NB & 40 NB GI B-class Pipe for MAIN FRAME, 32 NB GI B-CLASS Pipe for SEAT FRAME, 25 NB GI B-CLASS Pipe for HANDLE FRAME, Nylon 66 injection moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge 28 od211098/2024_2025 : LEG EXTENTION- Providing and fixing Cycle - FNF020 (MakeFUN PLAY )using, 25 NB & 40 NB GI B-class Pipe for MAIN FRAME, 32 NB GI B-CLASS Pipe for SEAT FRAME, 25 NB GI B-CLASS Pipe for HANDLE FRAME, Nylon 66 injection moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge 29 od211099/2024_2025 : ABB TRAINER- Providing and fixing ABB Trainer - FPSPCL187 (MakeFUN PLAY )using, Minimum 80 NB GI B-class Pipe for MAIN FRAME, Minimum 32 NB GI B-class Pipe for SIDE FRAME, Minimum 25 NB G.I. PIPES for INTERMEDIATE PIPE, Nylon 66 injection moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge

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