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Tender For e-quotations are invited for ascertaining rate of items for preparing estimate of construction of jsfc godown 1000 mt, udhwa. - design, supply, fabrication, transportation, and installation of truss-less self-supported arch roofing system over the specified warehouse structure. all materials, consumables, labor, tools, machinery, and incidental items shall be included in the quoted price.________________________________________1. site details: project type: warehouse roofing span (clear): 21.80 meters arch rise: 3.00 meters (span/5) length of shed: 46.50 meters no. of bays: 1 eave height: 5.60 meters (approx.)________________________________________2. roofing system requirements: type: truss-less (self-supported arch type) roofing system design: to be structurally stable without any intermediate truss or support, suitable for clear span of 21.80 meters and arch rise of 3.00 meters roof coverage area: approx. 1,013.7 sq.m (21.80 m 46.50 m)________________________________________3. material specifications: sheet material: color coated colorbond zincalume steel coating type: az150 (al-zn alloy coating, 150 g/m total on both sides) standard compliance: astm a 792 base metal thickness (bmt): 1.10 mm total coated thickness (tct): 1.075 mm width of coil: 912 mm to 1010 mm tolerance: 2 mm________________________________________4. additional requirements: installation: complete laying and fixing of roofing with overlaps and arching to specified dimensions using hydraulically operated mobile forming machinery. fasteners: high tensile, corrosion-resistant self-drilling screws with epdm washers to be used as per manufacturer recommendations. sealants/consumables: all sealants, fasteners, insulation pads, edge closures, etc., required to ensure weather-tight performance shall be included. workmanship: roofing system shall be free from dents, scratches, warping. finish should be smooth and uniform in color. drainage/gutters: (specify if required)________________________________________5. design & load considerations: wind load: as per is 875 part 3 (latest revision) live load & dead load: as per is 875 part 2 seismic consideration: as applicable per is 1893 deflection limits: as per is 800________________________________________6. quality control & inspection: all material to be accompanied by manufacturers test certificates. the roofing system shall be inspected and approved before and after installation by the engineer-in-charge.________________________________________7. warranty: minimum 10 years warranty on material for corrosion resistance and color stability., supplying & installation of single turbo ventilators 2300 cfm, size 24", aluminum construction with skylight of 2mm thick size 2 x 07 ft. - with complete fixing accessories, supplying & installation of hangers / clamps (for light hanging purpose).all materials, consumables, labor, tools, machinery, and incidental items shall be included in the quoted price., supply, installation, testing & commissioning of weighbridge. platform size 12.0 x 3.0 meter max. capacity 60 mt. type of platform fully welded modular type weighbridge main u-beam 300 mm x 140 mm - u beam (e 350 grade h t plate) cross support 16 mm thick plate between two main long beam top plate 8 mm top plate with anti-skid strips foundation frame 100 mm x 50 mm long frame with fully welded 350 mm x 350 mm x 16 mm plane plate border frame 100 mm x 50 mm - both side heavy duty frame with side wall mounting load cells ms plates 150 mm x 150 mm x 16 mm - load cell top & bottom plate joint & assembly main beam, cross support & top plate completely welded to each other. guide rail round pipe based side frame - 100 mm - both side fasteners as per required & is standard paint 2 coat of ant-corrosive primer and 2 coat enamel paint material all material will be is 2062 standard material list weighbridge platform structure- - 01 no. u-beam type modular orthotropic all material will be is 2062
Tender For e-quotations are invited for ascertaining rate of items for preparing estimate of construction of jsfc godown 1000 mt, mandro - design, supply, fabrication, transportation, and installation of truss-less self-supported arch roofing system over the specified warehouse structure. all materials, consumables, labor, tools, machinery, and incidental items shall be included in the quoted price.________________________________________1. site details: project type: warehouse roofing span (clear): 21.80 meters arch rise: 3.00 meters (span/5) length of shed: 46.50 meters no. of bays: 1 eave height: 5.60 meters (approx.)________________________________________2. roofing system requirements: type: truss-less (self-supported arch type) roofing system design: to be structurally stable without any intermediate truss or support, suitable for clear span of 21.80 meters and arch rise of 3.00 meters roof coverage area: approx. 1,013.7 sq.m (21.80 m 46.50 m)________________________________________3. material specifications: sheet material: color coated colorbond zincalume steel coating type: az150 (al-zn alloy coating, 150 g/m total on both sides) standard compliance: astm a 792 base metal thickness (bmt): 1.10 mm total coated thickness (tct): 1.075 mm width of coil: 912 mm to 1010 mm tolerance: 2 mm________________________________________4. additional requirements: installation: complete laying and fixing of roofing with overlaps and arching to specified dimensions using hydraulically operated mobile forming machinery. fasteners: high tensile, corrosion-resistant self-drilling screws with epdm washers to be used as per manufacturer recommendations. sealants/consumables: all sealants, fasteners, insulation pads, edge closures, etc., required to ensure weather-tight performance shall be included. workmanship: roofing system shall be free from dents, scratches, warping. finish should be smooth and uniform in color. drainage/gutters: (specify if required)________________________________________5. design & load considerations: wind load: as per is 875 part 3 (latest revision) live load & dead load: as per is 875 part 2 seismic consideration: as applicable per is 1893 deflection limits: as per is 800________________________________________6. quality control & inspection: all material to be accompanied by manufacturers test certificates. the roofing system shall be inspected and approved before and after installation by the engineer-in-charge.________________________________________7. warranty: minimum 10 years warranty on material for corrosion resistance and color stability., supplying & installation of single turbo ventilators 2300 cfm, size 24", aluminum construction with skylight of 2mm thick size 2 x 07 ft. - with complete fixing accessories, supplying & installation of hangers / clamps (for light hanging purpose).all materials, consumables, labor, tools, machinery, and incidental items shall be included in the quoted price., supply, installation, testing & commissioning of weighbridge. platform size 12.0 x 3.0 meter max. capacity 60 mt. type of platform fully welded modular type weighbridge main u-beam 300 mm x 140 mm - u beam (e 350 grade h t plate) cross support 16 mm thick plate between two main long beam top plate 8 mm top plate with anti-skid strips foundation frame 100 mm x 50 mm long frame with fully welded 350 mm x 350 mm x 16 mm plane plate border frame 100 mm x 50 mm - both side heavy duty frame with side wall mounting load cells ms plates 150 mm x 150 mm x 16 mm - load cell top & bottom plate joint & assembly main beam, cross support & top plate completely welded to each other. guide rail round pipe based side frame - 100 mm - both side fasteners as per required & is standard paint 2 coat of ant-corrosive primer and 2 coat enamel paint material all material will be is 2062 standard material list weighbridge platform structure- - 01 no. u-beam type modular orthotropic all material will be is 2062
Tender For corrigendum : supply of required materials for solid waste management unit in halakurki gp of badami taluk - cement (badami), tmt steel (badami), sand (badami), roof sheet, rubble stone (badami), paint (badami), m s truss, jelly(40 mm), concrete bricks, bricks ( badami), jelly (20mm)
Tender For corrigendum : supply of required materials for solid waste management unit in neerbudihal gp of badami taluk - pan (badami), boulders (badami), cement (badami), tmt steel (badami), sand (badami), roof sheet, rubble stone (badami), paint (badami), m s truss, msgate (badami), jelly(40 mm), concrete bricks, bricks ( badami), jelly (20mm)
Tender For corrigendum : supply of required materials for solid waste management unit in haligeri gp of badami taluk - cement (badami), sand (badami), roof sheet, rubble stone (badami), paint (badami), m s truss, concrete bricks, bricks ( badami), jelly (20mm) - cement (badami), sand (badami), roof sheet, rubble stone (badami), paint (badami), m s truss, concrete bricks, bricks ( badami), jelly (20mm)
Tender For supply of making a ms shed spotting length 20ft , gi paint coated sheet , making a ms gate with ms pipe , enamel paint 2 coat and 1 coat primer , providing and laying mat floor tiles of size 400x400mm , construction of flooring on indoor open area , providing and laying creamic glazed wall tiles , ruff plaster 12mm , solid brick masonry using pre cast solid bricks , providing and fixing ms grill , providing and fixing using materials , outer wall cement plaster 20mm , providing and installation drain pipe , roof repair size 22x22 , dismantling tile work in wall and kota stone in floor , disposal of building rubbish and malba , bio medical waste garbage station four colours
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
Tender For supply of materials for the work of mw (sr) to re-roofing of the mangalore tiled roof of mural paintings (16th-17th century) on the walls of mattancherry palace, kochi, dist. ernakulam kerala under archaeological survey of india, thrissur circle.