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Tender For Work Of Setting Up An Open Gym In Yoga Bhawan At A Public Place Near Bhahari Health Center In Ward No. 77 Of Kota South Municipal Corporation And Other Development Work. (Mla Fund) - 1 Work Name 2 Earth Work In Excavation In Foundation, Tre, kota-Rajasthan

Department Of Local Bodies has published Tender For Work Of Setting Up An Open Gym In Yoga Bhawan At A Public Place Near Bhahari Health Center In Ward No. 77 Of Kota South Municipal Corporation And Other Development Work. (Mla Fund) - 1 Work Name 2 Earth Work In Excavation In Foundation, Tre. Submission Date for this Tender is 07-03-2025. Gym Equipment Tenders in kota Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

48033647
Tender For Work Of Setting Up An Open Gym In Yoga Bhawan At A Public Place Near Bhahari Health Center In Ward No. 77 Of Kota South Municipal Corporation And Other Development Work. (Mla Fund) - 1 Work Name 2 Earth Work In Excavation In Foundation, Tre
Open Tender
Indian
Rajasthan
Kota
07-03-2025

Tender Documents

Tender Details

Tender For Work of setting up an open gym in Yoga Bhawan at a public place near Bhahari Health Center in Ward No. 77 of Kota South Municipal Corporation and other development work. (MLA Fund) - 1 WORK NAME 2 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 3 Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings).In hard rock Upto 3.0 m depth 4 .Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid manually, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 5 Plaster on new surface on wall in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick 6 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: 7 Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 8 Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. 9 Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers. 10 Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. 11 Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete. (Hot rolled deformed bars) 12 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 13 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto two stories, excluding the cost of centring, shuttering and finishing :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). 14 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 15 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). 16 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work. 17 Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). 18 Carriage of Materials by mechanical transport including loading, unloading and stacking Earth.lead 5 k.m 19 Chest Press Double :- MAIN FRAME:100 NB JINDAL GI PIPE HAVING WALL THICKNESS OF 3.2MM. SEAT FRAME 32NB GI JINDAL A CLASS PIPE. HANDLE FRAME & LEG REST:32 & 25NB GI B CLASS PIPE. HANDLE COVER :TPEE INJECTION MOULDED. SEAT & BACK (PERPHORATED) :GALVANISED 2MM THICKNESS HANDLE:L-125MM,W-55MM). BOTTOM COVER:BASE COVER FOR 100 NB-NYLON 47 INJECTION MOULDED.STOPPER:PU ROD.42MM DIA PIPE CAP:NYLON 47 INJECTION MOULDED.BEARING CAP:NYLON 47 INJECTION MOULDED BEARING HOUSING AND PIN:SEAMLESS PIPE & ROUND BAR. NUT BOLTS CAP:NYLON 47 INJECTION MOULDED WITH FASTNERS. BEARING:PERMANENT SEALED OF REPUTED MAKE(FAG/SKF). NUT BOLTS:M8 X 25mm ZINC COATED ALLEN BOLTS. . WE DO PURE POLYESTER POWDER COATING (50-60 MICRONS) FOR ATTRACTIVE LOOKS WHICH IS MEANT FOR OUTDOOR USAGE. 20 SHOULDER PRESS DOUBLE :- MAIN FRAME:100 NB JINDAL GI PIPE HAVING WALL THICKNESS OF 3.2MM. SEAT FRAME 32NB GI JINDAL A CLASS PIPE. HANDLE FRAME & LEG REST:32 & 25NB GI B CLASS PIPE. HANDLE COVER :TPEE INJECTION MOULDED. SEAT & BACK (PERPHORATED) :GALVANISED 2MM THICKNESS HANDLE:L-125MM,W-55MM). BOTTOM COVER:BASE COVER FOR 100 NB-NYLON 47 INJECTION MOULDED.STOPPER:PU ROD.42MM DIA PIPE CAP:NYLON 47 INJECTION MOULDED.BEARING CAP:NYLON 47 INJECTION MOULDED BEARING HOUSING AND PIN:SEAMLESS PIPE & ROUND BAR. NUT BOLTS CAP:NYLON 47 INJECTION MOULDED WITH FASTNERS. BEARING:PERMANENT SEALED OF REPUTED MAKE(FAG/SKF). NUT BOLTS:M8 X 25mm ZINC COATED ALLEN BOLTS. . WE DO PURE POLYESTER POWDER COATING (50-60 MICRONS) FOR ATTRACTIVE LOOKS WHICH IS MEANT FOR OUTDOOR USAGE. 21 CHEST PRESS CUM SHOULDER PRESS :- MAIN FRAME:100 NB JINDAL GI PIPE HAVING WALL THICKNESS OF 3.2MM. SEAT FRAME 32NB GI JINDAL A CLASS PIPE. HANDLE FRAME & LEG REST:32 & 25NB GI B CLASS PIPE. HANDLE COVER :TPEE INJECTION MOULDED. SEAT & BACK (PERPHORATED) :GALVANISED 2MM THICKNESS HANDLE:L-125MM,W-55MM). BOTTOM COVER:BASE COVER FOR 100 NB-NYLON 47 INJECTION MOULDED.STOPPER:PU ROD.42MM DIA PIPE CAP:NYLON 47 INJECTION MOULDED.BEARING CAP:NYLON 47 INJECTION MOULDED BEARING HOUSING AND PIN:SEAMLESS PIPE & ROUND BAR. NUT BOLTS CAP:NYLON 47 INJECTION MOULDED WITH FASTNERS. BEARING:PERMANENT SEALED OF REPUTED MAKE(FAG/SKF). NUT BOLTS:M8 X 25mm ZINC COATED ALLEN BOLTS. . WE DO PURE POLYESTER POWDER COATING (50-60 MICRONS) FOR ATTRACTIVE LOOKS WHICH IS MEANT FOR OUTDOOR USAGE. 22 SHOULDER PRESS :- MAIN FRAME100 NB JINDAL GI PIPE HAVING WALL THICKNESS OF 3.2MM. ARM HANDLE/ LEG FRAME 25/32NB GI JINDAL A CLASS PIPE. HANDLE COVER :TPEE INJECTION MOULDED. SEAT & BACK (PERPHORATED) :GALVANISED 2MM THICKNESS HANDLE:L-125MM,W-55MM). BOTTOM COVER:BASE COVER FOR 100 NB-NYLON 47 INJECTION MOULDED. STOPPER:PU ROD.42MM DIAPIPE CAP:NYLON 47 INJECTION MOULDED. BEARING CAP:NYLON 47 INJECTION MOULDED BEARING HOUSING AND PIN:SEAMLESS PIPE & ROUND BAR. NUT BOLTS CAP:NYLON 47 INJECTION MOULDED WITH FASTNERS. BEARING:PERMANENT SEALED OF REPUTED AKE(FAG/SKF). NUT BOLTS:M8 X 25mm ZINC COATED ALLEN BOLTS. WE DO PURE POLYESTER POWDER COATING (50-60 MICRONS) FOR ATTRACTIVE LOOKS WHICH IS MEANT FOR OUTDOOR USAGE. 23 TAI CHI SPINNERS :- MAIN FRAME:100 NB JINDAL GI PIPE HAVING WALL THICKNESS OF 3.2MM. ARM HANDLE/ LEG FRAME 25/32NB GI JINDAL A CLASS PIPE. BOTTOM COVER:BASE COVER FOR 100 NB-NYLON 47 INJECTION MOULDED.WHEEL-GALVANISED PIPE,STOPPER:PU ROD.42MM DIAPIPE CAP:NYLON 47 INJECTION MOULDED. BEARING CAP:NYLON 47 INJECTION MOULDED BEARING HOUSING AND PIN:SEAMLESS PIPE & ROUND BAR. NUT BOLTS CAP:NYLON 47 INJECTION MOULDED WITH FASTNERS. BEARING:PERMANENT SEALED OF REPUTED MAKE(FAG/SKF). NUT BOLTS:M8 X 25mm ZINC COATED ALLEN BOLTS. WE DO PURE POLYESTER POWDER COATING (50-60 MICRONS) FOR ATTRACTIVE LOOKS WHICH IS MEANT FOR OUTDOOR USAGE. 01 No. 62,000 54,000 38,000 32,500 24 TWISTER TRIPPLE :- MAIN FRAME: 100 NB JINDAL GI PIPE HAVING WALL THICKNESS OF 3.2MM. ARM HANDLE/ LEG FRAME 25/32NB GI JINDAL A CLASS PIPE. HANDLE COVER :TPEE INJECTION MOULDED. TWISTER DISC 25 Parallel Bar :- Providing, designing and fixing of Parallel Bar in a pair ot Size 1200x 540 x1600 mm fabricated with main post of 114 mm dia And 2.5mm thick and rest of the pipe 40 mm dia and 2.5 mm thick and rest of the Pipes made up of hot rolled tubular steel and hot dipped galvanised and Powder coatead 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 welding points prior to finishing. Handle bars are to be provided With high quality grip rubber at top end. Ase plate cover to be made from Virgin LLDPE manufactured by rotational moulding with minimum thickness Of plastic of 3 mm. colourful and UV resistant and environmental friendly. 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 strenght M-25 And Jshape welded bolts and once the concrete is set, fix the equipment extra part Equipments etc. 26 Back Shaper :- Providing desighning and fixing of Back Shaper in a Combination of pair and a single step of size 1000 x 800 x 1400 mm Febricated with main post of size 144 mm dia and 2.5 mm thick all pipes Made up of hot rolled tubular steel and hot dipped galvanised and powder Coatead Akzo Nobel or equivalent of S0-120 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 welding points prior to finishing. Pedals shall be made of nylon alloy With rounded edges to prevent any empact of injury and base plate cover to be made from virgin LLDPE manufactured by rotational moulding with Minimum thickness of plastic of 3 mm. colourful and UV resistant and Environmental friendly.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 ftted with inbial, shape of equipment,clour On metal, seat and base pedal and fixing of equipments etc.

Key Value

Document Fees
INR 1000 /-
EMD
INR 20000.0 /-
Tender Value
INR 10 Lakhs /-

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