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Providing Ro Plant System , Shed And Allied Pipeline At Behed Tal Dist Dhule Under Mp Fund Near Gaondarawaja Property Number 173, BEHED TAL DIST DHULE-Maharashtra

Rural Development Department has published Providing Ro Plant System , Shed And Allied Pipeline At Behed Tal Dist Dhule Under Mp Fund Near Gaondarawaja Property Number 173. Submission Date for this Tender is 20-08-2019. Activated Carbon Tenders in BEHED TAL DIST DHULE Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

21385183
Providing Ro Plant System , Shed And Allied Pipeline At Behed Tal Dist Dhule Under Mp Fund Near Gaondarawaja Property Number 173
Tender
Indian
Maharashtra
Behed Tal Dist Dhule
20-08-2019

Tender Details

Providing Ro Plant System , Shed And Allied Pipeline At Behed Tal Dist Dhule Under Mp Fund Near Gaondarawaja Property Number 173 , Fully Auto Fully Frp 2000 Lph Plant Raw Water 1 ( 1 Hp ) Sand Filtration ( Frp Vessel ) Activated Carbon Filtration ( Frp 304 Vessel ) Micro Filtration -2 No , High Pressure Pump 4-16 Membrance 80402 No Tray / Dow / C S M Frp Housing 8*80 2 No , Panel Plc Based / Eco Panel , Flow Meter 2 No , Pressure Guage 3 No , Dosing Pump 1 No , Online Tds Meter 1 No Floaty 1 No , Auto Flash 1 Set , Skeed 304 Grade , Low Pressure 1 No High Pressure 1 No All Pipe Line For Plant In Upvc , Multi Port Valve Operation Which Covers Backwash And Rising Of Vessel - Auto / Manual ( Rate With Tax ) As Per Rate Approved By Ceo Zp Dhule For 2018-19 Ro Plant 2000 Lph Frp , Water Chiller 3 Ton As Per Specification Mentioned In Terms And Conditions As Per Specification ( Rate With Gst And All Other Applicable Taxes ) As Per Rate Approved By Ceo Zp Dhule For 2018-19 Water Chiller 3 Ton Capacity , Providing And Fixing Water Atm Card With As Per Table Mentioned In Terms And Conditions As Per Specification Rate With Gst And All Other Applicable Taxes Water Atm Machine , B ) Providing And Constructing Structural Steel Shade For Ro Plant Room-Excavation For Foundation In Earth , Soilof All Types , Sand , Gravel And Soft Murum Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Building Area And Stacking And Spreading As Directed , Remming Watering Including Shorting And Strutting Etc Complete Excavation Soil / Sm , Providing And Laying In Situ Cement Concrete M 15 / 1:3:6 Of Trap / Granite / Quartzite / Gneiss Metal For Foundation And Bedding Including Bailing Out Water Manually Formworm , Compacting Covering Newly Laid Concrete By Gunny Bag , Plastic Or Tarpaulin , Curing Etc Complete ( Wooden Planks / Shittering Will Not Be Allowed ) Pcc , Providing And Laying In Situ Cement Concrete M 20 Grade Of Trap / Granite / Quartzite / Gneiss Metal For Rcc Work In Foundations Like Raft , Grillages , Strips , Foundations And Footings Of R C Columns And Steel Stanchions Including Bailing Water Manually , Formwork , Compacting , Covering Newly Laid Concrete By Gunny Bag , Plastic Or Tarpaulin , Curing And Roughening The Surface If Special Finish Is To Be Provided ( Excluding Reinforcement And Structureal Steel ) The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surface Only Rcc Footing , Providnig And Casting In Situ Cement Concrete Of M 20 Grade Of Trap Granite / Quartzite / Gneiss Meta For R C C Columns As Per Detailed Designs And Drawings Or As Directed Including Centering , Formwork Of Plywood / Steel , Compaction Covering Newly Laid Concrete By Gunny Bag , Plasting Or Tarpauling , Finishing The Formed Surfce With Cement Mortar 1:3 Of Sufficient Minimum Thickness To Gie A Smooth And Even Surface Or Rougheining If Special Finish Is To Be Provided And Curing Etc Complete Excluding Reinforcement The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surface Only Rcc Coloumns , Providing And Casting In Situ Cement Concrete Of M 20 Grade Of Trap / Granite / Quartzite / Gneiss Metal For R C C Beams And Lintels As Per Detailed Designs And Drawings Or As Directed Including Centering , Formwork Of Plywood / Steel , Compaction , Covering Newly Laid Concret By Gunny Bag , Plasting Or Tatrpaulin , Finishing The Formed Surface With Cement Mortar 1:3 Of Sufficient Minimum Thickness To Give A Smooth And Even Surface Or Rougheing If Special Finish Is To Be Provided And Curing Etc Complete Excluding Reinforcement The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surfce Only Wooden Planks / Shuttering Will Not Be Allowed Rcc Beams , Providing Brick Masonary In Cement Mortar 1:6 Using Second Class Burned Bricks In Superstructure Including Striking Joints , Rking Out Joints Watering And Scaffolding Complete Bbm , Filling In Plinth And Floors With Contractors Material Approved By Engineer In Charge In 15 Cm To 20 Cm Layers Including Watering And Compaction Complete Refiling , Providing And Fixing In Position Steel Bar Reinforcement Of Various Dia For Rcc Piles , Caps , Footings , Foundaiton Slabs , Beams , Colouns , Canpoies , Staircases , Newels , Chajjas , Ointels , Opardies , Copings , Fins , Arches Etc As Per Detailed Drawings And Schedules , Including Cutting Bending , Hooking The Bars , Binding With Wires Or Tack Welding And Supporting As Required Etc Complete Tor Steel , Providing Sanf Faced Plaster Externally In Cement Moratr Using Kharsalla / Kasaba Or Similar Type Of Sand , In All Positions Including Base Coat Of 15 Mm Thick In C M 1:4 Using Waterproofihng Compound At 1 Kg Per Cement Bag , Curing The Same For Not Less Than 2 Days And Keeping The Surface Of The Base Coat Rough To Receive The Sand Faced Treatment 6 To 8 Mm Thick In Cm 1:4 Finishing The Surface By Taking Out Grains And Curing For Fourteen Days , Scaffolding Etc Complete Ext Plaster , Providing And Laying 25 Mm To 30 Thick Rough Shahabad Stone Flooring And Of Required Width In Plain / Diamond Paattern On A Bed Of 1:6 C M Including Cement Float , Striking Joints Pointing In Cement Mortar 1:3 Curing And Cleaning Etc Complete Shahabad Flooring , Providing Structural Steel Work In Rolled Stanchions Fixed With Connecting Plates Or Angle Cleats As In Main And Cross Beams , Hip And Jack Rafters , Purlins Connecting To Truss Members And Like As Per Detailed Designs And Drawings Or As Directerd By Engineer In Charge Including Cutting , Fabricating , Hoisting , Erecting , Fixing In Postiong , Making Riveted / Bolted / Welded Connections And One Coat Of Anticorrosive Paints And Over It Two Catos Of Oil Painting Etc Complete Providing And Erecting 1 . 5Meter High Wire Fencing With Seven Rows Of Barbed Wire Suppoprted Of M S Angles ( 50 Mm X 50 Mm X 6 Mm ) At 2 . 5 Meterrs , Center Of Size 45X45x45 Cm Fastening The Wire And Painting The M S Angles With One Coat Of Red Lead Primer And Two Coats Of Painting Etc Complete , Providing And Fixing Corrugated Galvanised Iron Sheets Of 0 . 63 Mm Thick ( 24 B W G ) For Roofihng Without Wind Tiles Including Fastening With Galvanised Iron Screws Awnd Bolts , Lead Nad Bitumen Washers As Per Drawing Etc Complete , Providing And Fixing Steel Frame Door Of Angle 40 X 40 X 5 Mm With 16 Mm Dia Mild Steel Bars Horizontally At 10 Cm C / C For Ventilator Portion Including Iron Hold Fast For The Fixing Shutters Including Welding , Painting , Finishing Etc Complete , Providing And Fixing Internal Electrification Like Cable , Board , Switches , Light Etc As Directed By Engineer In Charge , Add Gst , C ) Providing Pipeline For Ro Plant Room- Providnig And Laying In Trenches 20 Mm Dia Cpvc Pipe Including Necessary Excavation , Fittings , Refilling Trenches Etc Complete Including Removing Existing Pipe Line If Necessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc Complete-20 Mm Dia Pvc 4 Kg / Cm 2 , 63 Mm Dia Pvc 4 Kg / Cm2 , Providing And Supplying In Standary Lengths Isi Mark Rigid Unplasticised Pvc / Ci Pipes Special Suitable For Above Said Pipe And Subwork Including All Local And Central Taxes , Transportation , Freight Charges , Inspection Charges , Loading , Unloading , Conveyance To The Department Stores / Sit And Stacking The Same In Closed Shed Duty Protected From Sun Rays And Rains Etc Complete , Excavation For Foundation / Pipe Trenches In Soil / Soft Murum Including Removing The Excavated Material Stacking As Directed By Engineer In Charge Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling Etc Complete , Refilling The Trenches With Available Excavated Stuf With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging Etc

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Tender Value
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