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Tender For Inviting Quotation For Base Rate (Civil Work)Of Non Ssr Item For Proposed Zoological Park At Malgund Tal And Dist.Ratnagiri, ratnagiri-Maharashtra

Rural Development Department has published Tender For Inviting Quotation For Base Rate (Civil Work)Of Non Ssr Item For Proposed Zoological Park At Malgund Tal And Dist.Ratnagiri. Submission Date for this Tender is 02-05-2025. Gardening Tenders in ratnagiri Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

48881165
Tender For Inviting Quotation For Base Rate (Civil Work)Of Non Ssr Item For Proposed Zoological Park At Malgund Tal And Dist.Ratnagiri
Open Tender
Indian
Maharashtra
Ratnagiri
02-05-2025

Tender Documents

Tender Details

Inviting Quotation For Base Rate (Civil Work)Of Non Ssr Item For Proposed Zoological Park At Malgund Tal And Dist.Ratnagiri-1 CIVIL WORK 2 Providing and fixing of Bamboolium for indoors and outdoors made up of round hollow aluminium powder coated with natural looks of real bamboo. Bamboolium is available in varying diameter 40mm,50mm, 60mm and 80mm (Both thickness and diamter can be customised as per requirement) including all necessary unloding, stacking, scaffolding, lifting manpower, materials and machinery with fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (The work is Without Civil and structural steel work) 3 40mm dia of 1mm thickness 4 50mm dia of 1.2mm thickness 5 60mm dia of 2.0mm thickness 6 80mm dia of 3.0mm thickness 7 Providing and applying Bardoline Roofing Shingles – Pro Opera (Colour as decided by Client / Architect). Application Includes One coat of asphalt primer & anticorrosive fasteners, Providing and Applying starter strip at Eaves end and Bardoline accessory – Shadow Ridge with matching features and colour of Pro Opera.The shingle should conform to the following standards:- 1.Construction – 3 piece laminated fiber glass construction2.Thickness- 6mm2.EN 544 – Asphalt shingles combined with Glass felt and surfaced with Mineral granules3.110 Kmph wind resistance Surface area shall be considered for Measurement. including all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (The work is Without Civil and structural steel work) 8 Providing and applying Bardoline Ridges – Pro Opera (Colour as decided by Client / Architect). Application Includes One coat of asphalt primer & anticorrosive fasteners, Providing and Applying starter strip at Eaves end and Bardoline accessory – Shadow Ridge with matching features and colour of Pro Opera.The shingle should conform to the following standards:- 1.Construction – 3 piece laminated fiber glass construction2.Thickness- 6mm2.EN 544 – Asphalt shingles combined with Glass felt and surfaced with Mineral granules3.110 Kmph wind resistance Surface area shall be considered for Measurement. including all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (The work is Without Civil and structural steel work) 9 Providing and applying Bardoline Starters- Pro Opera (Colour as decided by Client / Architect). Application Includes One coat of asphalt primer & anticorrosive fasteners, Providing and Applying starter strip at Eaves end and Bardoline accessory – Shadow Ridge with matching features and colour of Pro Opera.The shingle should conform to the following standards:- 1.Construction – 3 piece laminated fiber glass construction2.Thickness- 6mm2.EN 544 – Asphalt shingles combined with Glass felt and surfaced with Mineral granules3.110 Kmph wind resistance Surface area shall be considered for Measurement. including all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (The work is Without Civil and structural steel work) 10 Providing and fixing of Aluminium Alloy Fluted Louvers make Vibrant Technik with Technical specifications to comply : Fluted Louver profiles of Aluminium Alloy 6063 of thickness 2mm Tempered with T6 Indian make. Powder coated with a thickness of 50-60 microns with a warranty of 15 years against any discoloration due to sun’s UV rays. Profile to be installed on MS Fabrication or Aluminium 50mm x 25 mm support pipe at 1000mm intervals perpendicular to Fluted Profiles. All profiles will be fixed with SS Screws/Rivets according to the structure design including all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. 11 Providing and Fixing/Installation of HPL sheet with CNC cut design, acrylic back sheet and backlight with proper uniform illumination, necessary accessories, fitting, fixtures and fabrication complete as Approved by the Architect/ Engineer-in-Charge.MARINO / GREEN /CENTURY / TIMEX HPL or equivalent make of shade as suggested by Architect and directed by Engineer Incharge with all related material and labour of following specifications: Section Finish :Colour Powder Coated Aluminum Angle :25mmx25mm Heavy (2.00mm Thick), Fixing with :Same colour Powder Coated Al Rivets, Labour, Scaffolding,Fasteners & Bolts :Hilti/Arrow/National/ Excel, etc. with Spacers and any other related hardware items if any 12 Providing and installation of 12mm thick toughened glass of Saint Gobain Make with dorma make connecting profiles including stainless steel brackets, clamps, or glazing channels, which are securely anchored to the surrounding structure. The installation also involves applying high-quality silicone sealant to seal edges and prevent moisture ingress. A final touch-up ensures all edges are smooth and the glass is properly aligned and clean, Including all necessary unloading, stacking, lifting, scaffolding, S.S. Work, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 13 PROVIDING AND FIXING VARIOUS DIA OF TMT BARS BY DRILLING HOLES OF SPECIFIED SIZE UPTO THE DEPTH IN RCC COLUMN/ BEAM/ SLAB AS DIRECTED BY ENGINEER IN -CHARGE, GROUTING BY BOUNDING CHEMICAL OF MAKE HILTI FOR ANCORAGE, SCAFOLDING, CLEANING, ETC. COMPLETE. OR AS DIRECTED BY THE PROJECT CONSULTANT(EXCLUDING TMT BAR) Rebaring 14 10 MM DIA BAR 15 12 MM DIA BAR 16 16 MM DIA BAR 17 20 MM DIA BAR 18 25 MM DIA BAR 19 32 MM DIA BAR 20 MAKING CORE BY DIAMOND HEADED CORE CUTTING MACHINE OF 75 MM, 100MM DIA and 150MM DIA UPTO VARIOUS DEPTHS INCLUDING ALL REQUIRED STAGING, ANCHORAGE & MACHINE MOUNTINGS, SCAFOLDINGS, ETC. COMPLETE. OR AS DIRECTED BY THE PROJECT CONSULTANT. 21 100mm dia-230mm to 750mm depth 22 150mm dia-230mm to 750mm 23 Providing and erecting Hot Dip G.I. (Hot dip 270 GSM) Chain Link Fencing of size 75MM x 75MM of 10 guage thick and fixed above ground level on erected vertical M.S. sections according to the structure design including all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (The work is Without Civil and structural steel work) (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 24 Providing and erecting Hot Dip G.I. (Hot dip 270 GSM) Chain Link Fencing of size 50MM x 50MM of 8 guage thick and fixed above ground level on erected vertical M.S. sections according to the structure design including including all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (The work is Without Civil and structural steel work) (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 25 Providing and erecting Hot Dip G.I. (Hot dip 270 GSM) Chain Link Fencing of size 25MM x 25MM of 10 guage thick and fixed above ground level on erected vertical M.S. sections according to the structure design including all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (The work is Without Civil and structural steel work) (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 26 Providing and erecting Live wire fence of three lines (SOLAR FENCE) fixed above top of chain link fence erected on inclined HOT Dip GI (Hot dip 270 GSM) or MS Structural steel work according to the structural design and drawings including all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (The work is Without Civil and including hot dip GI structural steel work (Hot dip 270 GSM)) (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 27 Providing and erecting Live wire fence of two lines (SOLAR FENCE) fixed above top of chain link fence erected on inclined HOT Dip GI (Hot dip 270 GSM) or MS Structural steel work according to the structural design and drawings including all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (The work is Without Civil and including hot dip GI structural steel work (Hot dip 270 GSM)) (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 28 WEBNET ITEMS (MAKE JAKOB ROPE SYSTEMS OR EQUIVALENT) 29 Supply of Webnet Micro, Mesh size 25 mm, Ø 1.5 mm material group AISI (MAKE JAKOB ROPE SYSTEMS OR EQUIVALENT) 316/1.4401 according to the structural design and drawings including all loading unloding etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (Note:- The work is Without instalation chargess and contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 30 Supply of Additional cost if not rectangular or quadrangular shapes per running meter Rope of dia ø 1 - 1,5 mm, Mesh 25 (MAKE JAKOB ROPE SYSTEMS OR EQUIVALENT) according to the structural design and drawings including all loading unloding etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (Note:- The work is Without instalation chargess and contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 31 Supply of Circular wire strand rope, Ø 1.5mm, minimum breaking strength 1.37 kN material group AISI 316/1.4401, sZ, constr. 6x7+WC, EN 12385/DIN 3053 (MAKE JAKOB ROPE SYSTEMS OR EQUIVALENT) according to the structural design and drawings including all loading unloding etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (Note:- The work is Without instalation chargess and contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 32 Supply of Cable tie package of 100 pcs, length 270 mm, white nylon according to the structural design and drawings including all loading, unloding and machinery etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (Note:- The work is Without instalation chargess and contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 33 Crimping sleeves oval for rope Ø 1.5 mm material group AISI 316L/1.4404 (MAKE JAKOB ROPE SYSTEMS OR EQUIVALENT) including all loading, unloding and machinery etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (Note:- The work is Without instalation chargess and contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 34 Sleeve for Webnet Ø 5,7 mm, length 7.3 mm for rope Ø 1.5 mm material group AISI 316L/1.4404 (MAKE JAKOB ROPE SYSTEMS OR EQUIVALENT) including all loading, unloding and machinery etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (Note:- The work is Without instalation chargess and contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 35 Supply of Open spiral strand rope, Ø 26 mm, minimum breaking strength 544 kN material group AISI 316/1.4401, sZ, constr. 1x37, EN 12385/DIN 3053 (MAKE JAKOB ROPE SYSTEMS OR EQUIVALENT) including all loading, unloding and machinery etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (Note:- The work is Without instalation chargess and contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 36 Supply of Clevis Forte round swaged, length 501 mm M36, bolt Ø 36 mm for stranded wire Ø 26 mm material group AISI 316/1.4401 (MAKE JAKOB ROPE SYSTEMS OR EQUIVALENT) including all loading, unloding and machinery etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (Note:- The work is Without instalation chargess and contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 37 Supply Turnbuckle with clevis Forte round swaged M36 for stranded wire Ø 26 mm material group AISI 316/1.4401 (MAKE JAKOB ROPE SYSTEMS OR EQUIVALENT) ncluding all loading, unloding and machinery etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (Note:- The work is Without instalation chargess and contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 38 Supply of Adjustment of system length ropes Ø 19-26 mm (MAKE JAKOB ROPE SYSTEMS OR EQUIVALENT) including all loading, unloding and machinery etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (Note:- The work is Without instalation chargess and contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 39 Instalation of Webnet Micro Mesh size 25 mm, Ø 1.5 mm material group AISI 316/1.4401 of maximum hight 15.0m according to the structural design and drawings Including all necessary lifting, scaffolding, manpower and machinery like crane, site visit off company technician (enginner) etc complete. 40 Providing and applying Hot Dip Galvanizing 86 micron galvanizing with 610 GSM coating to all M.S. structure member etc complete as Approved by the Architect/ Engineer-in-Charge. Contractor submit all necessory test report before using material in site. (AS PER QUOTATION RECIVED) (RATES PER 1KG OF STRUCTURAL STEEL) 41 PROVIDING AND FIXING SYNTHETIC THATCHED ROOF (OF MAKE WINROYAL OR VIRAL CARPORATION PVT. LTD. OR EQUIVALENT ) IN SLOPING SURFACE ON WATER PROOFING MEMBRANE TO BE FIXED ON 12 MM THICK SHERA FLEXY BOARD USING ADHESIVES, SCREWED AND FIXED ON THE FABRICATED SURFACE AS PER THE DETAILED DESIGN AND DRAWINGS. THATCHED ROOF WILL BE FIXED IN LAYERS USING THE SPECIFIED GLUES. WHEREVER REQUIRED THATCHED RIDGES ARE TO BE PROVIDED AS PER THE DRAWINGS.INCLUDING ALL NECESSARY CUTTING, FIXING, SCAFOLDING MACHINERY ETC COMPLETE AS DIRECTED BY ARCHITECT/ ENGINEER-IN- CHARGE. (INCLUDING COVERING GURANTEE OF 10 YEARS ON COURT STAMP PAPER OF RS. 100/-) Contractor to submit all necessary test report before using material in site. (The work is Without Civil and structural steel work) 42 PROVIDING AND FIXING RIDGE OF SYNTHETIC THATCHED ROOF (OF MAKE WINROYAL OR VIRAL CARPORATION PVT. LTD. OR EQUIVALENT )IN SLOPING SURFACE ON WATER PROOFING MEMBRANE TO BE FIXED ON 12 MM THICK SHERA FLEXY BOARD USING ADHESIVES, SCREWED AND FIXED ON THE FABRICATED SURFACE AS PER THE DETAILED DESIGN AND DRAWINGS. THATCHED ROOF WILL BE FIXED IN LAYERS USING THE SPECIFIED GLUES. WHEREVER REQUIRED THATCHED RIDGES ARE TO BE PROVIDED AS PER THE DRAWINGS.INCLUDING ALL NECESSARY CUTTING, FIXING, SCAFOLDING, ETC COMPLETE AS DIRECTED BY CONSULTANT. (INCLUDING COVERING GURANTEE OF 10 YEARS ON COURT STAMP PAPER OF RS. 100/-) 43 PROVIDING AND FIXING STARTER OF SYNTHETIC THATCHED ROOF (OF MAKE WINROYAL OR VIRAL CARPORATION PVT. LTD. OR EQUIVALENT AS PER APPROVED BY CONSULTANT )IN SLOPING SURFACE ON WATER PROOFING MEMBRANE TO BE FIXED ON 12 MM THICK SHERA FLEXY BOARD USING ADHESIVES, SCREWED AND FIXED ON THE FABRICATED SURFACE AS PER THE DETAILED DESIGN AND DRAWINGS. THATCHED ROOF WILL BE FIXED IN LAYERS USING THE SPECIFIED GLUES. WHEREVER REQUIRED THATCHED RIDGES ARE TO BE PROVIDED AS PER THE DRAWINGS.INCLUDING ALL NECESSARY CUTTING, FIXING, SCAFOLDING, ETC COMPLETE AS DIRECTED BY CONSULTANT. (INCLUDING COVERING GURANTEE OF 10 YEARS ON COURT STAMP PAPER OF RS. 100/-) 44 Providing and erecting Motarised gate operating system with motor & complete mechanism to operate upto 1.5 Ton gate with operating system including all necessary manpower, materials and machinery with fittings etc complete, if in case motor of motorised gate is not working it should be operated manually as well and Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 45 Supplying and applying of single component solvent based waterrepellent of ASIAN OR MYK ARMENT’S ReArm or eqivalent make coat WS is a ready to use solvent based colorless water repellent. It is a color less sol vented silicon basedfluid which imparts permanent water repellant effects to the walls; stone, brick work and cement painted surfaces. Features - High penetration, Reduction of capillary water absorption, Reduces efflorescence, Reduces dirt penetration into the pores, Doesusually not change the appearance of the substrate, Reduces chloride ioningress and movement, Does not act as a vapour barrier, Applicable onslightly moist surfaces Quick formation of a water-repellent effecttherefore fast pelting rain proof. Base Solvent Base Color : Water White Spec 46 SUPPLY & INSTALATION OF 100 LIT. WHEELED DUSTBIN OF MAKE NILKAMAL , FIABLE CLEANTECH OR EQUIVALENT. including all necessary fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. 47 SUPPLY & INSTALATION OF 100 LIT. WHEELED DUSTBIN OF MAKE NILKAMAL , FIABLE CLEANTECH OR EQUIVALENT. including all necessary fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. 48 Supply, supervision , installation & testing of 200 KLD (15 kl /Hr) Water treatment plant (WTP)for design parameter ph 6-8 , tds approx 500_700 ppm , hardness approx 400_500ppm turbidity approx 20_50 ntu with feed pump, with level controller S.S agitator with motor for salt mixing FRP sand filter vessel , FRP carbon filter vessel , FRP softener vessel ,with frontal piping butterfly valve with sand media , carbon media , softener resin , salt regeneration tank , electrical cable , cable tray, electrical piping , control panel & CPVC including all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. Contractor to submit all necessary test report before using material in site. (Including all Civil and structural design work) (Note:- The work is including installation chargess and contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 49 Supply instalation testing and commissioning of Ozone Generator Capacity Required 40 gm/hr (INDOZ-40) For SPOTTED DEER+SAMBAR DEER+SWAMP DEER CHAMBER Ozone Generator Provided INDOZ 40 OF will give45 gm/hr. at 4% wt./wt. conc. (± 1%), Feed gas :- Oxyge, Main Supply 230 V / 50 Hz / 1 phas FEED GAS PRESSURE 0.2 – 0.8 Kg/cm3, FEED GAS TEMPERATURE Ambient OZONE PRODUCTION CHAMBER:- TYPE Tubular- vertica, PROCESS Corona Discharge, DIELECTRIC :- Quartz, M.O.C. OF OZONE CELL SS 316 L, NO. OF CELLS 8, Length of cell / Cooling Type – 250 mm / Air cooled• Inverter➢ Capacity – 300 VA• High Tension Transformer ➢ Capacity – 350 VA• Panel Assembly➢ Dimension/MOC – 500X300X550 mm /MS Powder coated.• Ventury Injector With Inbuilt NRV ➢ Qty./MOC – 1 Nos./SS 316• Booster Pump➢ Qty/MOC – 1 Nos./CI• Oxygen Concentrator➢ Qty/Flow- 1 Nos./20 Lpmetc including all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 50 Supply instalation testing and commissioning of Feed SCOPE OF SUPPLY FOR 10 gm/hr.Location to be installaed FOR TURTLE TERRAPIN, LION CHAMBER, HYENA CHAMBER, WOLF CHAMBER, FOX CHAMBER, DHOLE WILD DOG, BONNET MACAQUE, GREY LANGUR, NOCTURNAL ANIMAL HOUSE Feed Gas – Oxygen➢ Feed gas pressure/Temperature – 0.2-0.8 kg/m3/Ambient • Ozone production system➢ Type/Process – Tubular, Vertical /Corona Discharge➢ No. of cells / MOC –2 /SS 316 L➢ Length of cell / Cooling Type – 250 mm / Air cooled• Inverter➢ Capacity – 300 VA• High Tension Transformer ➢ Capacity – 350 VA• Panel Assembly➢ Dimension/MOC – 500X300X550 mm /MS Powder coated.• Ventury Injector With Inbuilt NRV ➢ Qty./MOC – 1 Nos./SS 316• Booster Pump➢ Qty/MOC – 1 Nos./CI• Oxygen Concentrator➢ Qty/Flow- 1 Nos./5 Lpmincluding all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 51 Supply instalation testing and commissioning of SCOPE OF SUPPLY FOR 15 gm/hr.Location to be installaed1. BENGAL TIGER CHAMBER Feed Gas – Oxygen➢ Feed gas pressure/Temprature – 0.2-0.8 kg/m3/Ambient • Ozone production system➢ Type/Process – Tubular, Vertical /Corona Discharge➢ No. of cells / MOC –3 /SS 316 L➢ Length of cell / Cooling Type – 250 mm / Air cooled• Inverter➢ Capacity – 300 VA• High Tension Transformer ➢ Capacity – 350 VA• Panel Assembly➢ Dimension/MOC – 500X300X550 mm /MS Powder coated.• Ventury Injector With Inbuilt NRV ➢ Qty./MOC – 1 Nos./SS 316• Booster Pump➢ Qty/MOC – 1 Nos./CI• Oxygen Concentrator➢ Qty/Flow- 1 Nos./10 Lpmincluding all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 52 Supply instalation testing and commissioning of SCOPE OF SUPPLY FOR 5 gm/hr.Location to be installaed1. MOUSE DEER SCOPE OF SUPPLY FOR 5 gm/hr.Location to be installaed1. MOUSE DEER• Feed Gas – Oxygen➢ Feed gas pressure/Temprature – 0.2-0.8 kg/m3/Ambient • Ozone production system➢ Type/Process – Tubular, Vertical /Corona Discharge➢ No. of cells/ MOC – 1/SS 316 L➢ Length of cell / Cooling Type – 250 mm / Air cooled• Inverter➢ Capacity – 300 VA• High Tension Transformer ➢ Capacity – 350 VA• Panel Assembly➢ Dimension/MOC – 500X300X550 mm /MS Powder coated.• Ventury Injector With Inbuilt NRV ➢ Qty./MOC – 1 Nos./SS 316• Booster Pump➢ Qty/MOC – 1 Nos./CI• Oxygen Concentrator➢ Qty/Flow- 1 Nos./5 Lpmincluding all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 53 Supply instalation testing and commissioning of SCOPE OF SUPPLY FOR 25 gm/hr.Location to be installaed1.INDIAN BISON2.LEOPARD Feed Gas – Oxygen➢ Feed gas pressure/Temprature – 0.2-0.8 kg/m3/Ambient • Ozone production system➢ Type/Process – Tubular, Vertical /Corona Discharge➢ No. of cells / MOC –5 /SS 316 L➢ Length of cell / Cooling Type – 250 mm / Air cooled• Inverter➢ Capacity – 300 VA• High Tension Transformer ➢ Capacity – 350 VA• Panel Assembly➢ Dimension/MOC – 500X300X550 mm /MS Powder coated.• Ventury Injector With Inbuilt NRV ➢ Qty./MOC – 1 Nos./SS 316• Booster Pump➢ Qty/MOC – 1 Nos./CI• Oxygen Concentrator➢ Qty/Flow- 1 Nos./10 Lpmincluding all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 54 Supply instalation testing and commissioning of SCOPE OF SUPPLY FOR 60 gm/hr.Location to be installaed1. GHARIYALFeed Gas – Oxygen➢ Feed gas pressure/Temprature – 0.2-0.8 kg/m3/Ambient • Ozone production system➢ Type/Process – Tubular, Vertical /Corona Discharge➢ No. of cells / MOC –12 /SS 316 L➢ Length of cell / Cooling Type – 250 mm / Air cooled• Inverter➢ Capacity – 300 VA• High Tension Transformer ➢ Capacity – 350 VA• Panel Assembly➢ Dimension/MOC – 500X300X550 mm /MS Powder coated.• Ventury Injector With Inbuilt NRV ➢ Qty./MOC – 1 Nos./SS 316• Booster Pump➢ Qty/MOC – 1 Nos./CI• Oxygen Concentrator➢ Qty/Flow- 1 Nos./30 Lpmincluding all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 55 Supply instalation testing and commissioning of SCOPE OF SUPPLY FOR 100 gm/hr.Location to be installaed1.HIPPO:- Feed Gas System➢ Flow – 1.0 m3/hr➢ Compressor capacity/Qty. – 14 CFM / 1 Nos.➢ Compressor Type / Make – Reciprocating/ Elgi/IR/Kirloskar/Eq. Air Drying Unit➢ Qty./ Type – 1 Nos./Heatless, PSA Based.• Oxygen Generating Unit➢ Type/ MOC - PSA Based, Zeolite Molecular Sieves Enriched/ MS Powder Quoted• Ozone Generator Unit Ozone Generator ➢ Capacity/No. of electrodes – 100 gm/hr/1 Nos.➢ Electrode MOC/Type – SS 316 L/Vertical Corona Discharge• Power Supply Unit➢ Qty.- 1 Nos. • Control Panel ➢ Qty./MOC – 1 No./SS Powder Coated.• Cooling system for Electrode➢ Dosing Type- Direct Gas Dosing➢ Venturi Injector with Flap TrapQty., make & MOC - 1 Nos. (1 Working), MAZZEI 784, PVDF• Booster Pump -Qty- 1 No. • Pipes and fittings Qty. – 1 Lot including Ozone Contact Tank & SS Piping from Oxygen Generator to Ozone Generator. Valve & Fitting for dosing system. MCC Panel and incomer electrical cable to ORAIPL’s electrical panel. (415 V, 3Ф, 50 Hz). Electrical hoist of approx. 1.5 TR capacities in covered space. (Optional) Exhaust fans, illumination, fire protection & lighting arrestor in the covered space. Civil works of any nature such as foundation, cable trench, supports etc. Water for ozone dosing and cooling up to pump Statutory clearance if any. including all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. (Note:- contractor submit shop drawings to Architect/ Engineer-in-Charge for approvels) 56 Supply instalation testing commissioning of tunnel Aquarium including all necessory structural and civil work as per architectural and structural drawings (Note:-The shop drawings of tunnel aquarium in all suspect including structure,fabrication of polycarbonate sheet , habitat development lighting are to be furnished by the consultant / Engineer inchange including vetting from concern authority) Aquarium types:- a) Sea water Marine Community Tunnel Aquariumb) Freshwater Monster Tunnel AquariumAquarium Dimensions:-Length 13.6 m x Breadth 11.06 m x Height 3.5 m (including 0.9 m Concrete Base)Complete Tunnel Setup includes :-a) Acrylic Tunnelb) Side walls and bottom in Concretec) Internal Habitat according to the fishesd) Filtration Systeme) Lighting effect according to the setupf) Water Conditioning Equipmentsg) Installation & Commissioningh) Fish supply, as per specification (specifivation attached) including all necessary unloding, stacking, scaffolding, lifting, manpower, materials and machinery with all fittings etc complete. as Approved by the Architect/ Engineer-in-Charge. 57 Providing and laying in position WPC DECKING PLANK flooring of size 25MM X 148MM X 2900MM of approved shade and size on bed 1:6 cement mortar including all necessary loading, unloading, stacking, cement floats, striking joints, pointing in C.M. 1:3, curing and cleaning etc. complete. as Approved by the Architect/ Engineer-in-Charge. 58 DEN :- (Constructing Den of size 6M X 5M X 3M made in R.C.C./ Brickwork to form the rough shape of Den as per approved shape of drawing with a false opening to act as cave. The rough surface created is to be given proper undulating surface using GRC work to give natural look of Den using blend of cement, silca sand, alkalai resistant glass fiber. Face coat to be applied for aesthetic finish, with layers reinforced with fibers for added strength. Final finish with artistic touch to be done by artist with natural exterior grade paint.) 59 SQUEEZE CAGE:- Providing, supplying, and installing a heavy-duty MS Squeeze Cage for the safe vaccination and examination of large cats such as lions, tigers, panthers, and cougars. The cage shall be constructed using 20 mm thick mild steel sections with an anti-corrosion powder-coated finish suitable for outdoor conditions. It must feature internal dimensions of 19.5 W x 84 L x 51 H and include a hand-crank-operated, gear-driven side squeeze panel for securely restraining animals. The cage will have guillotine doors at both ends for easy entry and exit, along with removable sheet metal bottom trays for animal comfort and easy cleaning. The doors and squeeze mechanism must be operable from outside the cage to ensure handler safety. The unit must be fitted with chrome-plated, 5-inch non-marking casters with grease fittings for easy mobility and 4 lockable wheels for stability. The cage should support animals up to 300 kg, with rounded edges and smooth surfaces to prevent injuries. The supplier shall ensure on-site installation at the designated zoo location in Maharashtra and provide training for zoo staff on the operation and maintenance of the cage. The supply must include a 2-year warranty, with all taxes and duties included in the quoted price. The cage must comply with CZA guidelines and standards. Shop drawings for the Squeeze cage must be approved by the consultant before execution.

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