Construction Of Line & Increasing Transformer Capacity Under Business Plan Scheme In The Area Ofeudd Hathras., hathras-Uttar Pradesh

Construction Of Line & Increasing Transformer Capacity Under Business Plan Scheme In The Area Ofeudd Hathras.- 1 Safe Carriage Of Following Material From Electricty Store Center Hathras To Pit Site Of Work Through The Kacha And Pakka Road Includingloading And Unloading At The Respective Ends Including The Cost Of Arrangement Of Labour, T&P, Etc. Which Required For Proper Completion Of Work. ( Distance 00-50 Kms. ) 2 8.5 / 9 Mtr. Long Pcc Pole 3 9 / 11 / 13 Mtr. S.T. Poles 4 Incoming Of 600 / 300 / / 05 Amp 350 Mva 5 Out Going Of 200 / 100 / 5 Amp 350 Mva 6 11 Kv X-Arms, Weasal Conductor, G.I Wire, Disc Insulators, Pin Insulators, Clamps Abc Bunch And Otherrequired Line Material, If Any. 7 Safe Carriage Of Following From Electricty Store Center Hathras To Pit Site Of Work Through The Kacha And Pakka Roadloading And Unloading At The Respective Ends Including The Cost Of Arrangement Of Labour, T&P, Etc. Which Required For Proper Completion Of Work. ( Distance 00-70 Kms. ) 8 100 Kva T / F 9 250 Kva T / F 10 Dismentling Of Damaged Followingaccessories 11 Old Incoming Ocb 12 Old Outgoing Ocb 13 100 / 63Kva T / F 14 Errection Of Following Poles Including Cutting Of Kharanja / Mettalic Road / Concrete Portion While Digging Pit & Complete H.T. / L.T. Fittings As Per Respo Manual And As Per Direction Of Engineer Incharge Including The Cost Of Labour, T&P And Carrier Etc. Required For Proper Completion Of Work. 15 8.5 / 9 Mtr Long Pcc Pole 16 Stp ( Sp-33 ) 9.0 / 11 / 13Mtr. 17 Double Pole Complet Fitting 18 Fixing Incoming Of 600 / 300 / / 05 Amp 350 Mva 19 Fixing Out Going Of 200 / 100 / 5 Amp 350 Mva 20 Errection And Grouting Of Stays As Per Respo Norms And As Per Direction Of Supervising Engineer. Grouting Material I.E. Cement, Sand, Brick Ballast / Stone Ballast Etc. Shall Be Arranged By The Contractor At His Own Cost. 21 Fixing Of Earthing Rod As Per Respo Norms And As Per Direction Of Supervising Engineer. 22 Laying, Sagging And Stringing And Nozzling / Binding Etc. Ofnew &Old Acsr Weasal Conductor / Giin 11 Kv / Lt Lines As Per Respo Manual And As Per Direction Of Supervising Engineer. 23 Acsr Dog / Racoon Conductor 24 Lt Pvc Cable 3.5*400 25 Lt Abc Cable 3*120 Sqmm 26 Fixing Of Followingmaterial 27 Tpmo 28 Fuse Set 29 Distributions Box 30 Cutting, Chopping, Triming Of Tree Branches To Clear The Line Route To Give2 Mtr. Horizontal And Vertical Clearance To The Line Coming In The Route Ofdifferent Feeders As Per Direction Of Supervising Engineer 31 Safe Installation Offollowing New / Repaired Cousted T / F On Newly Constructed Double Pole In Proper Alignment Direction & Making All Ht / Lt Connection. 32 100 Kva T / F 33 250 Kva T / F 34 Construction Of New Plinth Of Size 5 * 5 * 4 Above Ground Level One Ft Below The Ground Level Of 9 After Exavation Of 4 Earth Brick Ballast Shall Be Provided And Rammering Willbe Done Properly After Ballast Shall Be Provided And Rammering Will Be Done Properly After That A Retaining Wall 9Width By Fist Class Brick In Ratio 1:4 Of Cement & Sand Shall Be Made . The Earth Shall Be Filled Up To One Ft.Below The Top Of The Plinth After This Brick Ballast Shall Be Provided Upto 6From The Earth Level And Proper Rammering Shall Be Done One No. Jall Of 12 Mm Ms Tor Shall Be Fixed In The Hollow Of Plinth And One Ft. Thick Rcc In Ratio Of Cement Sand & Stone Ballast Shall Be Laid On The Top Of The Plinth. The 12 Mm Thick Plastering Shall Be Done All Round The Plinth In 1:4 Ratio Of Cement And Sand. 35 Pipe Earthing Of Medium Power Transformers Cost Of Matarial And Labour Which Requrired For Completion Of Work. 36 Net Fencing Shall Be 1150*1200 Mm Made Of 35*35 Mm Ms Angle Covered By Expended Netal 14 Swg Up To Full Height 1200 Mm Duly Steftened By Ms Flat By An 8 Swg Dia Bolt & Nut 37 Construction Of Round Plinth Around The S.T. Poles / Rs Joists / Rails / Pccwill Be Done With Cement, Sand And Concrete In 1:3:6 Ratio Of Size 450 Mm. Dia & 600 Mm Height ( 300 Mm. Under The Ground + 300 Mm. The Ground ) . The Plinth Should Be Plastered With ½ Inch Thick Cement And Sand Of Ratio 1:4 & Taper Rounding The Upper Most Part Of The Plinth. The Rate Will Include All Cost Of Material, Labour And T&P Etc. For Completion Of The Above Work Which Will Be Provided By The Contractor At His Own Cost. 38 Installation Of Extra T On The Erected Poles Wherever Required Alongwith All Fitting As Per Direction Of Supervising Engineer Including The Cost Of Labour, T&P Etc, Required For Proper Completion Of Work. The T Pole Shall Be Grouted With Cement, Sand And Brick Ballast / Stone Ballast In Ratio 1:4:8 Including The Cost Of Material. 39 Back Cartage From Dump Side To Store Center Hathras 40 Scrap Of Old Incoming Ocb 41 Scrap Of Old Outgoing Ocb 42 100 / 63 Kva T / F 43 Line Meterial Scrape Cable

INR 1180 /-

INR 4000.0 /-

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