Tender For bid to ras bid to ras supply of designing and construction of double howe adjoining flat truss , construction and installation of mild steel column , installation of structure purling , fixing and installation of cross member , covering, fixing, installation of entire structure with 0.63 mm galvanized metal sheet , construction and installation of water drainage plan , painting entire structure with 02 coats of red oxide, 02 coats of enamel paint , construction of reinforcedcementconcrete flooring , twelve mm wooden tiles , designing and installation of glass doors and windows , installation of toughen glass door used in heavy , auto soft close machine system for all doors, stainless steel handles will be placed , construction of reinforcedcementconcrete brick wall for entire sports complex , installation of qty 16 x 200 watt non-masked led lights. , synthetic floor mats for badminton courts , qty of net poles and posts 04 ) /bid number : gem/2025/b/6783919 * /dated: 24-10-2025 & & / bid document 1 / 20
Tender For estimate for remodeling/relining of pakkan sub minor rd 0-10000 off taking at rd 7000/l of bhagsar minor by concrete lining m15 and reconstruction of its aligned structure
Tender For estimate for remodeling/relining of pakkan sub minor rd 10000 - 18175 off taking at rd 7000/l of bhagsar minor by concrete lining m15 and reconstruction of its aligned structure
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 cementconcrete 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 cementconcrete for reinforcedcementconcrete 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 cementconcrete 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 cementconcrete for reinforcedcementconcrete 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 medium velocity water spray system c c - dn 6 inch is 1239 thk. heavy 5. 4 mm supply , dn 4 inch is 1239 thk. heavy 5. 4 mm supply , fabrication erection installation of pipes dn6 inchis 1239thk. heavy 5. 4mm , fabrication erection installation of pipes dn 4inch is1239thk. heavy 5. 4mm , remote operated valve rov size 6 inch , remote operated valve rov size 4 inch , gate valve size 6 inch rating 150 ends flanged , gate valve size 4 inch rating 150 ends flanged , yort type strainer size 6 inch rating 150 ends flanged , yort type strainer size 4 inch rating 150 ends flanged , spray nozzles mvws , quartzoid bulb detectors , design supply erection testing and commissioning of of mvws system at vapl metering and filter separator area , design supply erection testing and commissioning of of mvws system at vapl launcher area , design supply erection testing and commissioning of of mvws system at vkpl1 area , flanges swrf size 6 inch rating pn1. 6 swrf , flanges swrf size 4 inch rating pn1. 6 swrf , supply of 1. 5 d 90 degree bw elbow material as per pipe size 6 inch , supply of 1. 5 d 90 degree bw elbow material as per pipe size 4 inch , supply of bw equal tees material as per pipe size 6 inch , supply of bw equal tees material as per pipe size 4 inch , excavation upto 1. 50m , excavation beyond 1. 50m , carriageordisposal of materials by mechanical transport , back filling available excavated earth excluding rock , demolishing r. c. c. work floor pavement or foundations or pedestal or slab etc. , demolishing stone rubble masonry or brick masonry or plain cementconcrete work , providing and laying in position cementconcrete of specified grade , providing and laying in position specified grade of reinforcedcementconcrete , centering and shuttering including strutting propping , steel reinforcement for r. c. c. work , brick work with common burnt clay f. p. s. , plaster , supply fabrication and erection of steel structure
Tender For corrigendum : estimate for repair restoration of damaged concrete blocks stone pitching stone crates and pipe escape structure at canal aquaduct at rd 76020 mtr of kandi canal stage 2