Nagar Nigam Kota South Ward 79 Various Prakrati Civil Construction And Maintenance Various Palace Other Work 1 Nit 35 - Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Dismantling Brick / Tile work, In cement mortar 3 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. 4 Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 5 Supplying and stacking good earth at site of work.Note: 1) Loading, unloading and carriage to be paid extra as per actual lead. 2) Earth measured in stacks will be reduced by 20% foe payment 6 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall, PN - 16 Pipe, 20 mm OD 7 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 20 mm nominal bore 8 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). 9 Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. 10 Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 11 Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth, Beyo nd 5 Km. 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 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 14 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) 15 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 : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 16 Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) 17 Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar.50mm thick. 18 Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar, 1:6 (1 cement : 6 fine/ coarse sand) 19 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush. White sand stone 20 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). 21 Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished welded type tubes 22 Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275gm/m² 23 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 24 Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). 25 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 base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 26 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 27 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size) 28 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. 29 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. 30 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 : Suspended floors, roofs, landings, balconies and access platform. 31 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. 32 Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) 33 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Jhunjhunu / Jalore (Red / Choclate Colour) Upto to 1500 Cm2 Tiles 34 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 35 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. 36 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. 37 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. 38 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. 39 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 40 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 41 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. 42 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.
