The Work Of Business Plan Against Sacntion Packages Under Edd-2 Agra- 1 Carriage Of Following From 132 Kv Taj Agra To Dump Site Through The Kacha And Pakka Road Including The Work Of Its Loading And Unloading At The Respective Ends Including The Cost Of Arrangement Of Labour, T&P, Carrier Etc. Required For Proper Completion Of Work. ( Distance 00-50Kms. ) A ) 13 / 11 Mtr. St Pole 2 Carriage Of Following From 132 Kv Taj Agra To Dump Site Through The Kacha And Pakka Road Including The Work Of Its Loading And Unloading At The Respective Ends Including The Cost Of Arrangement Of Labour, T&P, Carrier Etc. Required For Proper Completion Of Work. ( Distance 00-50Kms. ) A ) 400 Kva T / F 3 Carriage Of Following From 132 Kv Taj Agra To Dump Site Through The Kacha And Pakka Road Including The Work Of Its Loading And Unloading At The Respective Ends Including The Cost Of Arrangement Of Labour, T&P, Carrier Etc. Required For Proper Completion Of Work. ( Distance 00-50Kms. ) B ) 250 Kva T / F 4 Carriage Of Following From 132 Kv Taj Agra To Dump Site Through The Kacha And Pakka Road Including The Work Of Its Loading And Unloading At The Respective Ends Including The Cost Of Arrangement Of Labour, T&P, Carrier Etc. Required For Proper Completion Of Work. ( Distance 00-50Kms. ) A ) 11 Kv 3X185 Sqmm Cable 5 Carriage Of Following From 132 Kv Taj Agra To Dump Site Through The Kacha And Pakka Road Including The Work Of Its Loading And Unloading At The Respective Ends Including The Cost Of Arrangement Of Labour, T&P, Carrier Etc. Required For Proper Completion Of Work. ( Distance 00-50Kms. ) A ) 1X400 Sqmm Single Core Lt Pvc Cable 6 Carriage Of Following From 132 Kv Taj Agra To Dump Site Through The Kacha And Pakka Road Including The Work Of Its Loading And Unloading At The Respective Ends Including The Cost Of Arrangement Of Labour, T&P, Carrier Etc. Required For Proper Completion Of Work. ( Distance 00-50Kms. ) K ) Line Material Viz. Aerial Bunch Conductor / Weasal Conductor / Dog, G.I. Earth Wire, Cross Arm, Angle, Channel, Insulators, Clamps, Dist. Box And Other Line Material, If Required. 7 Construction Of Plinth For 250 Kva Transformer Of Size 5’X5’X4’ Above The Ground Lable And 1 Feet Below The Ground. At The Bottom There Shall Be Cc Pad Of Brick Ballast Of Size 5X5’X3” Thick In Ratio 1:3:6 [ Cement, Sand And Brick Ballast ] .The First Class Brick Wall Work Shall Be 9” Thick In Ratio 1:4 [ Cement And Sand ] .The Hollow Portion Among The Wall Shall Be Filled Up With The Brick Ballast. On The Top Of The Wall Of Plint There Shall Be Rcc Workin Ratio 1:3:6 [ Cement, Sand And Grit Stone ] By Using 12 Mm Dai Ms Bar At Distance Of 9’’. There Shall Be Plastering All Over The Plinth 12 Mm Thick In Ratio 1:4 [ Cement And Sand ] Above The Ground Level. Proper Watering And Curing Of The Plinth Shall Be Carried Out As Per Directionof Supervising Engineer. 8 Fencing Of250 Kva T / Fsas Per Following Specification -Fabrication Of 50X50x6 Mm Size Ms Angle Frame Of Size 3000X2400mm With 450 Mm Long Angle For Grouting The Frame And Fixing Of 2X1.5, 10 Swg Welded Wire Mesh With Ms Strip Of 24X5mm Size All Round The Frame And Drilling 9 Mm Holes Insides Of Frames At As Distance Of 300Mm For Jointing Of Frame With The Help Of Boslts And Nuts Including Cost Of Material. The Width Of Panal May Vary As Per Site Conditions, Grouting And Fixing Of Angle Iron Frames In Ratio 1:2:4 ( Cement, Coarse Sand And Stone Ballast ) In The Pocket Of 150X150x150mm All Round The Plinth And Bolting Of Frames With 25X8 Mm Size Bolts And Nuts, Making Main Gate In Front Of The Plinth Of Size 3000X2400 Mm By Making Two Leaves Of Size 3000X1200mm Size And Groutingthe Same In Ratio And Method Mentioned At Item ( B ) Above Fixing With Hinges With Dandlas For Locking System & Painting Of Entire Wire Mesh Angle Iron Etc. With Bus Green Super Enamelled Pain In Two Coats On The Primer Two Coatsof Redoxide. 9 Earthing Of 250 Kva Distribution Transformer By Maintenance Free Earthing Electrods ( Chemical ) By Digging Pits 6 Dia 3Mtr. Deep Including Inserting Pipe In Pipe Technology Concept Involve Two Mild Steel Pipes One Inserted Inside The Other Of Size ;-1. Inner Pip Dia Meter 50 Mm.2. Outer Pipe Dia Meter 100 Mm. Length Of The Both Pipeshall Be 3000 Mm. The M.S.Pipe Shall Be Isi Mark Of Class B As Per Is 1239. Thickness Of The Pipe Shall Be 12 Swg. The Empty Space In The Pipe Shall Be Filled With The Specially Developed Crystalline Material Conductiv Mixture Such As Copper And Aluminimum Powder.Conductive Carbon And Bonding Material Etc. Mixed In Diffrentproportions. Conductive Mixture Contents Shall Be 70 % Carbon Powder & 30% Metal Powder Preferably Pure Copper Or Aluminum Material Along With The Required Quantity Of Bonding Materials. Granule Size Of The Carbon & Metal Powder Shall Be 100 Mesh. The Mixture If Forced ( Pressurized ) Inside The Earth Electrode In Empty Space Of Inner Pipe & In Empty Space Between The Inner & Outer Pipe Of The Earth Electrode, In Paste Form And After Soldification Of The Same The Bottom End Cap As Well As Top End Cap Is Provided. The Mixture Shall Be Pressed By Machine In The Pipe. Precaution Shall Be Taken Has To Have No Air Gap Inside The Pipe While Pressing.The Back Fill Compound ( Earth Enhancment Material ) Shall Be Superior Conductive Material That Improvesearthing Effectiveness Especially In Areas Of Poor Conductivity Such As Rocky Ground, Sandy Soil & Areas Of Moisture Varation. It May Contain Conductive Cement ( 20% ) Graphite Carbon Powder ( 50% ) , Hydrous Aluminum Siliacate ( 10% ) , Sodium Montmorillonite ( 20% ) Etc. It Shall Be Placed Around Earth Electrode In The Earth Pit To Improve The Conductive Of Earth Electrode & Ground Contact Area. Mild Steel Electro Galavanizedflat 50X6 Mm Shall Welded To Earth Electrode Pips & Connected With Trasnformer Neutral And Body As Below With The Hlep Of Steel Nut & Boltor Through Welding As Per Requirment Of Site, To Gi Pipe And Filling Of Chemical Mixutre Around The Gi Pipe Upto 3 Mtr. Including Making Of Chamber & Connecting The Top Of The Inserted Pipe With Transformer Body& Neutral Through M.S.Flat 50X6mm With The Help Of Nut & Bolt Or Through Welding And Making A Main Hole Of Size 2×2 And Covering The Same By A Stone Pad For The Purpose Of Poring Water For Moisture. 10 Erection & Grouting Of Sub-Station Structure ( Isolator Structure ) :- Fabrication Of Insolator Structure 3.5 Mtrs Un Height As Per Drawing No. Res. 39 Digging Of Two Nos. Pits Of Size Of 1.075 × 0.9 × 0.3 Mtr. Providing Stone Pad At The Bottom Of The Pit And Grouting Pad At The Bottom Of The Pit And Grouting Ot Two Legs Of The Insolator Structure In Cc Of Two Legs Of Te Isolator Structure In Cc ( Cement, Coarse Sand And Stone Grit Of 20 Mm Gauge ) Of Ratio 1:4:8 In Block Of 1.075 Mtr. × 0.3 Mtr. Including Supply Of All T&P Complete In All Respect. The Work Includes Dragging Shifting Up To 40 Mtrs. Raising And Erection The Two Legs With Runner Of Insolator In Proper Alignment, Level And Plumb Both Plinth Of The Insolator Structure Shall Be Properly Finished With Champering Of Edges. Including Cost Of Channel Of Size 125X125x6 Mm Angle Of Size 75X75x6 Mm. M.S. Strit 50X6 Mm. 11 Installation Of Isolator :-Assembling And Installation Of Line / Bus Insolator On The Isolator Structure Adjusting Of Operating Machanism In Proper Alignment So As To Ensure Smooth Operation Of The Same In Case Of Line Isolator Proper Operating Of Earth Links Shall Be Ensured. The Work Includes Fabrication For Proper Fixing In Required. 12 Installation Of Post Insulators / C.Ts. :-Installation Of 3 Nos. Post Insulator / C.Ts On The Structure. The Work Also Includes Providing & Fabrication Of 3 Nos. M.S Plate Of Size 300×450Mm. 10 Mm. Thick For Placing Post Insulator / C.Ts. It Required. 13 Making Of Main Gantry Complete Work As Per Respo Sechdule And As Per Direction Of Supervising Engineer. 14 Making Of 33 Kv Bus Bar Gantry As Per Respo Sechdule And As Per Direction Of Supervising Engineer. 15 Stringing Of 33 Kv Bus Bar By Using And Laying Of Acsr Dog / Panther / Zabra / Deer Conductor Including Fixing Of Disc Insulator, Stringing And Tension Fitting Complete With Proper Sagging Of Bus Bar Etc. 16 Making Vertical / Horizontal Jumper Connection Through Double P.G Clamps / Connectors And Connection All Eqipment With Each Other As Below With Acsr Dog / Panther / Zebra / Deer Conductor. The Work Also Includes Supply Of Good Quality Of P.G Clamps And Connectors As Per Site Requirement. 17 Line Isolators To 33 Kv Bus Bar. 18 33 Kv Bus Bar To Bus Isolator 19 Bus Isolator To Fuse Set Through Post Inulator 20 Painting Of Structure:-Painting Of The Following Structures With One Coat Of Ready Mixed Primer And Two Coats Of Aluminium Paint Of Good Quality Including Cost Of Material, Labour And T&P Complete In All Respect. A ) Isolator Structure / Main Gantry / Bus Bar Gantry 21 Erection And Grouting Of Single Pole On 13 / 11 Mtr. Long St Poles Including Fixing Ofaccessories For 33 Kvline As Per Respo Manualand As Per Direction Of Engineer Incharge Labour, T &P And Carrier, Groputing Material Etc. Required For Proper Completion Of Work Shall Be Provided By The Contractor. 22 Conversion Of Existing Single Support To Double Pole Structure On 11 Mtr. Long St Poles Including Fixing Ofaccessories For 33 Kvline As Per Respo Manualand As Per Direction Of Engineer Incharge Labour, T &P And Carrier, Groputing Material Etc. Required For Proper Completion Of Work Shall Be Provided By The Contractor. 23 Conversion Of Existingtri Pole To Four Pole Structure On 11 Mtr. Long St Poles Including Fixing Ofaccessories For 33 Kvline As Per Respo Manualand As Per Direction Of Engineer Incharge Labour, T &P And Carrier, Groputing Material Etc. Required For Proper Completion Of Work Shall Be Provided By The Contractor. 24 Erection And Grouting Of 33 Kv / 11 Kv Stays As Per Respo Manual And As Per Direction Of Supervising Engineer Including The Costof Arrangement Of Labour, T&P, Carrier Etc. Required For Proper Completion Of Work. Grouting Material I.E. Cement, Sand, Brick Ballast / Stone Ballast Etc. Shall Be Arranged By The Contractor At His Own Cost. 25 Installation Of 250 Kva T / F Instead Of 100 Kva T / F & Making Connections As Per Direction Of Supervising Engineer. 26 Installation Of 400 Kva T / F Instead Of 250 Kva T / F & Making Connections As Per Direction Of Supervising Engineer. 27 Laying Sagging Stringing And Binding And Jumperingofacsr Dog Conductor At 33 Kv Lineas Per Respo Manual And As Per Direction Of Supervising Engineer. It Includes The Cost Of Labour, T & P, Carrier Etc Reauired For Proper Completion Of Work. 28 Fixing Of Earthing Rodat 33 Kv Line As Per Respo Manual And As Per Direction Of Supervising Engineer Including The Cost Of Arrangement Of Labour, T&P, Carrier Etc. Required For Proper Completion Of Work. 29 Earthing Ofstructures I.E. ( Main Gantry, Bus Bar Gantry, Bus Isolator / Line Isolator And Post Insulator ) By Providing And Laying M.S. Strip Of Size 50X6 Mm Including Cutting, Bending And Arc Welding As And Where Required As Per Respo Manual And As Per Direction Of Supervising Engineer. 30 Removal Of 100 Kva T / F From Existing Double Pole After Opening Ht / Lt Connections And Their Carriage To 132 Kv Taj Store Agra Including Laodiing And Unloading At Both End. 31 Removal Of 250 Kva T / F From Existing Double Pole After Opening Ht / Lt Connections And Their Carriage To 132 Kv Taj Store Agra Including Laodiing And Unloading At Both End. 32 Provide & Fixing Of 11Kv 3×185 Sqmm Indoor / Outdoor Cable Boxes And Making Connection As Per Direction Of Supervising Engineer. 33 Laying Of 11 Kv 3X185 Sqmm Xlpe Cablewith Making Loop ( At A Distance Of Approx. 4 Mtr. ) Complete Work As Respo Norms & Direction Of Supervising Engineer. 34 Laying Of 11 Kv 3X 185 Sqmm Under Ground Cablethrough Already Mounted H.D.P.E. Pipe. Cables Laying Work Includes Unroling Cutting / Megaring & Sealing Both Ends Of The Cable As Per Directionof Supervising Engineer.
