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Tender For bid to ras supply of volleyball court items d d -kalee mitti , stone aggregate single size , coarse sand , fine sand , common burnt clay fps non modular bricks , twisted steel deformed tmt bars fe five hundred d , enclosure pole , electric pole ten mtr tapered pole with flood light mounting , pvc pipe hms , pvc t , pvc bend , mcb box , dp isolator , pvc tape , entrance gate iron frame with steel net
Tender For supply of dual station stainless steel elliptical cross trainer , twin unit ss air strider walker , ss dual user seated rowing pull chair station , ss bi lateral dual leg press machine , ss dual action chest press workstation , ss butterfly pec deck isolateral machine , ss headstand inversion support rack , heavy duty ss pull up rack , ss abdominal crunch and core training station , ss parallel bars , integrated ss chin up and dip combination bars , ss triple twister waist rotation trainer , ss full body stretching station , safety flooring system , allied accessories
Tender For providing and fixing of open gym equipment in various parks of sector 26 , ward no 18, panchkula. - works details, air walker: providing, designing and fixing of air-walker of size 100 550 1480mm fabricated with main post of 140mm dia and 3.00 mm thick and other pipes of 40mm dia 3.00mm 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 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. base plate cover shall be made up of virgin lldpe plastic by rotational moulding with minimum 4.00mm thickness u v resistant and colour as approved by engineer-in charge. high quality grip rubber should be used on handles. foothold shall be made of nylon alloy with rounded edge to prevent impact and injury. maintenance free bearing should be used in equipment manufactured by reputed company duly sealed and self lubricated to be approved by engineer in charge. equipment to be fitted with inbuilt limiters. the equipment should be fixed on ground with concrete of minimum strength m25 and j shaped welded bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover, all complete as per direction and approval of engineer-in-charge regarding material, shape of equipment, colour (of metal, seat and pedal), and fixing of equipment etc., horse rider station: providing, designing and fixing of horse rider station each of size 1000 x 600 1100 mm fabricated with main post of 140mm dia and 3.00 mm thick and other pipes of 40mm dia 3.00mm 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 welding joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. zine primer paint to be applied at all welding points prior to finishing. padals shall be made up nylon alloy with rounded edge of prevent any impact of injury and seat to be made from virgin lldpe manufactured by rotational moulding with minimum thickness of plastic 4.00mm, colourful and u v resistant environmental friendly.bearing used shall be maintenance free, duly oiled sealed and self lubricated made by reputed company to be approved by engineer-in-charge. equipment to be fitted within built limiters to prevent unwanted movements. all open ends of pipe to be coloured by gi/lldpe caps for user safety. the equipment lope fixed on ground with concrete of minimum strength m25 and j shaped welded bolts and once the concrete is set, fix the equipment on to it and cover nuts and bolts with the base plate cover, 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 equipment etc., leg press: providing, designing and fixing of stair stepper in a combinationof pair and a single step of size 2000 x 550 x 1600 mm fabricated with main post of 140mm dia and 3.00 mm thick and other pipes of 40mm dia 3.00mm 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 welding 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 at top end. padals shall be made up of nylon alloy with rounded edge of prevent any impact of injury and seat to be made from virgin lldpe manufactured by rotational moulding with minimum thickness of plastic 4.00mm, colourful and u v resistant environmental friendly.bearing used shall be maintenance free, duly oiled sealed and
Tender For corrigendum : rate contract for supply and delivery of hsd steel bars of dia. 8 mm and 10 mm required for all the blocks in tiruvarur district for the year 2025-26
Tender For material and labour for construction of 3800 mtr x chain link fence in ferozepur - s&f structural steel post of angle iron 65x65x6mm, 4.50 mtr long, weight as per is 2062-1984 including fabrication of 0.60 mtr both side long top portion swan neck v type at 30 degree to vertical, including making six round holes of 15 mm dia on vertical posts and for fixing of nuts and bolts and three nos of 15 mm dia holes for fixing strut and five nos notches on the swan neck and welding of two nos of 16 mm ms rod each of 0.23 mtr length to bottom end of picket for anchorage including one coat of red oxide primer and two coat of synthetic enamel paint for exposed surface of angle above gl complete and two coat of bituminous paint embedded portion of angle 0.45mtr. make : jindal/ sail/ tata/equivalent isi marked complete all as specified and directed by engineer-in-charge, s&f structural steel post of angle iron 65x65x6mm, 3.30 mtr long, weight as per is 2065- 1984+b12, including fabrication for strut post bending at top portion, including making three nos holes of 15 mm dia on vertical posts for fixing of nuts and bolts and three nos of 15 mm dia including 0.23 mtr 16 mm dia ms rod two piece to be welded at bottom for anchoring purpose including one coat of red oxide primer and two coat of synthetic enamel paint for exposed surface of angle above gl complete and two coat of bituminous paint for stud 0.45mtr below gl for one side of the post complete all as specified and directed by engineer-in-charge. make : jindal/ sail/ tata/equivalent isi marked, s&f galvanised two or three strand steel barbed wire (line wire) of 2.24mm diameter of wire, barbs at 75mm spacing. the barbs are (point wire) 02mm thick wire shall be isi marked as per is:278 of 1978 (third revision) with amdt no 1 to 4. the points of barbs shall be sharp. the line and point wires shall be circular in section free from scales and point wires shall be circular in section free from scales and defects and shall be uniformity galvalium. the barbed wire shall be manufactured as per clause 11.2.1 and 11.2.2 respectively of is specification cited above read with is 4826/79 (first revision).make:sail/tata/ aplapollo/rinl/jsw complete all as specified and directed by engineer-in-charge, s&f galvanised steel chain link fence fabric of mesh size 125mm x 125mm (+/-) 4mm of 4.00mm nominal diameter. the size of chain link fence fabric shall be 2.7 mtr x 15 mtr mesh wire. galvalium chain link shall be manufactured as per is 4823 complete all as specified and directed by engineer-in-charge. make : tata/jsw/rinl/ jindal/sail., s&f ms plat of 40x3 mm, 2.70 mtr long with 6 holes of 15 mm dia, including one coat of red oxide primer and two coats of synthetic enamel paint. 3.02 kg per flat. make of steel: jindal/ sail/ tata/equivalent isi marked complete all as specified and directed by engineer-in-charge., s&f mild steel bolts with hexagonal head at one end and screwed the other end fitted with one nut and two washers. the bolts shall be 12mm dia and 50mm long. strong long lasting, resistant to corrosion and 100% recyclable complete all as specified and directed by engineer-in-charge. make: jindal / sail/ tata/ apl apollo/ jsw/ rinl, s&f ms round bars 10mm dia with hook on both sides made to shape including two coats of synthetic enamel paint over a coat of red oxide primer. make: jindal/ sail/ tata/ apl appolo/ jsw/ rinl complete all as specified and directed by engineer-in-charge., s&f ms round bars 16mm dia with hook on both sides made to shape including two coats of synthetic enamel paint over a coat of red oxide primer make: jindal/sail/tata/apl apollo/jsw/rinl complete all as specified and directed by engineer-in-charge., material and labour for excavating in soft and dense soil trenches, exc 1.5 m wide and exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m in depth and getting
Tender For corrigendum : design, manufacture, testing, supply and delivery of 220v/300ah dcdbs and 415v 15 circuits acdbs - dc distribution boards for 220v/300ah battery complete in all respects as described under technical specification., 415v ac 15 ckt., switch boards (i/d type) of sheet steel cubicle type complete with bus bars, mccb/ mcb/ on load changeover, cts, metering instruments, cable glands, cable lugs & foundation bolts etc. the bus bar chamber shall be totally enclosed (other details are given in section- iii and in annexure- `c ).
Tender For corrigendum : supply of digital radiography system type c (qty:10) - digital radiography system 50kw ceiling suspended type, single detector with all accessories as per specifications except the following, x-ray table 6 way floating table, dry imager with 2 online trays, additional detector (rate fixed for three years from the date of price bid opening), light weight lead apron with thyroid gaurd, additional workstation, x-ray trolley table (not taken for evaluation), x-ray table four way (not taken for evaluation), x-ray view box double film (not taken for evaluation), cost of one viewing station (hardware) with necessary software and ups (not taken for evaluation), fully automated full length image stitching on table and vertical bucky necessary hardware and software (not taken for evaluation), 15.12.2:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area beyond 3 sq. metres, 15.12.1:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area 3 sq. metres and below, 15.23.1:dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm, 15.3:demolishing r.c.c. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of engineer -in-charge., 15.57:dismantling aluminium / gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by engineer - in-charge, 15.7.4:demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge.in cement mortar, 15.60:disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved, 2.1.1:earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:all kinds of soil, 50.2.25.1:filling with contractors 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, 2.34.1:supplying chemical emulsion in sealed containers including delivery as specified.chlorpyriphos / lindane emulsifiable concentrate of 20%, 2.35.1.1:diluting and injecting chemical emulsion for post -constructional anti-termite treatment (excluding the cost of chemical emulsion):along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:with chlorpyriphos /lindane e.c. 20% with 1% concentration, 50.4.1.1:providing and laying in position cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) up to floor five level excluding the cost of centering, shuttering, finishing for leveling coarse of floor and roof etc., 50.5.33.2:providing and laying in position machine batched and machine mixed design mix m-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the
Tender For corrigendum : supply of digital radiography system type b (qty:10) - digital radiography system 80kw ceiling suspended type, single detector with all accessories as per specifications except the following, x-ray table 6 way floating table, dry imager with 2 online trays, additional detector (rate fixed for three years from the date of price bid opening), light weight lead apron with thyroid gaurd, additional workstation, x-ray trolley table (not taken for evaluation), x-ray table four way (not taken for evaluation), x-ray view box double film (not taken for evaluation), cost of one viewing station (hardware) with necessary software and ups (not taken for evaluation), fully automated full length image stitching on table and vertical bucky necessary hardware and software (not taken for evaluation), 15.12.2:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area beyond 3 sq. metres, 15.12.1:dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:of area 3 sq. metres and below, 15.23.1:dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.for thickness of tiles 10 mm to 25 mm, 15.3:demolishing r.c.c. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of engineer -in-charge., 15.57:dismantling aluminium / gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by engineer - in-charge, 15.7.4:demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge.in cement mortar, 15.60:disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved, 2.1.1:earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:all kinds of soil, 50.2.25.1:filling with contractors 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, 2.34.1:supplying chemical emulsion in sealed containers including delivery as specified.chlorpyriphos / lindane emulsifiable concentrate of 20%, 2.35.1.1:diluting and injecting chemical emulsion for post -constructional anti-termite treatment (excluding the cost of chemical emulsion):along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:with chlorpyriphos /lindane e.c. 20% with 1% concentration, 50.4.1.1:providing and laying in position cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) up to floor five level excluding the cost of centering, shuttering, finishing for leveling coarse of floor and roof etc., 50.5.33.2:providing and laying in position machine batched and machine mixed design mix m-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the