Of Work: Tender For Supply Of Equipment / Material, Design, Erection, Testing, Commissioning, Forsop To Lis Tamber In Gram Panchayat Tamber Uesd Chadhiar. Sl. No. Item Description 1 A ) Supply Part 2 Prov 11 / 0.4Kv 250 Kva Transformer 3 S / T Pole 9 Mtr Longw / L200 Kg. 4 Rcc Muff Of 2000 Mm Length ( Concerete Filling ) 5 X.Arm: [ Channel Iron ( 100X50x6 Mm ) , Length : 2800 Mm X 2 Nos ] For Incommer Line 6 C.I For Fuse Unit / Ab Switch ( 2800X75x40mm ) 7 A.Ix Arm For Lightning Arrestor ( 2800X50x50mm ) 8 G.O.Switch 400A Tripple Pole 9 D.O.Fuse. 10 Surge Arrestor, 9 Kv Station Class ( Porcelain Type ) 11 Disc Insulator Fitting. 12 Stay Set Complete. 13 Stay Wire7 / 3.15Mm ( @6.0Kg Per Stay Set ) 14 Pipe Eathing 15 Lt Distribution Panel Box With Acb ( 400A, 36 Ka, 4P ) And Sfu ( 100A, 4 No, Rewirable ) 16 Half Clamp ( M.S.Flate 50X6mm ) 17 Full Clamp ( M.S.Flate 50X6mm ) 18 M.S.Nuts And Bolts ( Off Sizes ) 19 Aluminium Thimble 20 Aluminium Thimble 21 G.I.Thimble. 22 Danger Plate 23 Barbed Wire 24 Prov. Lt Cable ( 3.5Core ) 240 Mm2 25 Energy Meter ( 3-Phase 4 Wire ) Dlms Compaint 400 / 5 A Ct Type For 250 Kva Transformer 26 Controll Cable 12 Core 2.5 Sq Mm 27 Ctptcombined Unit For 11 Kv 28 X Arm ( Channel Iron 100 X50x6mm ) Length 2800 Mm X 2 Nos For Ct Bed 29 X Arm ( Channel Iron 100 X50x6mm ) Length 460 Mm X 2 Nos Forsupporting Main Channel Of Ct 30 M S. Angle 35 X 35 X 5Mm Length 460 Mm X 2 Nos 31 M S. Angle 50 X 50 X 6Mm Length 950 Mm X 2 Nos For Bed Knee Bracing 32 Aluminium Paint 33 Lt Switched Capacitor 9 - Kvar For 25 Kva ( Rate Per Kvar ) 34 11Kv Ht Line 35 Aaac 7 / 3.81Mm ( 80Mm² ) 36 Steel Tubular Pole ( 9 Mtr. ) 37 Muffs With Concerete Filling 38 Cross Arm: [ Channel Iron ( 100X50x6 Mm ) , Length 1500Mm 39 Angel Iron ( 50X50x6 Mm ) , Length ( 2X750 ) Mm 40 Channel Iron X-Arm ( 50X50x6 Mm ) , Length ( 1800 ) Mm 41 X-Bracing Set Ms Angle Iron 50X50x6 Length ( 2125 ) Mm 42 11 Kv Pin Insulators ( Porcelain, 12 Kv, 10 Kn ) : 3 No Per Pole Structure 43 Discs Insulator Sets On Dead End Structures ( Comprising 1 No. Disc: ( Porcelain, Bs, 12 Kv, 80 Kn ) Including Dead End Clamps Etc. ) X ( 3 No. Conductors ) X ( 2 No. Sides ) 44 Stay Set Complete In All Repect ( 1 No. / Single Pole, 4 No. / Double Pole Structures ) 45 Stay Wire ( 7 / 3.15 Mm ) ( 6.0 Kg Per Stay Set ) 46 Egg Insulator 47 Half Clamp 48 Full Clamp 49 Danger Plate ( 250X200x1.6 Mm ) 50 Nuts And Bolts Of Various Sizes ( Galvanised / Coated ) [ Preferably 16 Mm F Or More ( With Flat And Spring Washers ) ] 51 Ht Earthing Set 52 Aluminium Paint 53 Cross Lacing ( Gi, 8Swg ) 54 Go Ab Switch Unit ( 11Kv, 400A, 25 Ka ) 55 X-Arm: [ Channel Iron ( 75X40x6 Mm ) , Length: 2800Mm X 4 No. For Supportinggo Switch 56 3-Phase Lt Line 57 Aaac Conductor 7 / 3.81 Mm2 58 S / T Pole 8 Mtr. W / L 140 Kg 59 Rcc Muff 60 Shackle Insulator 61 D-Iron. 62 Lt Stay Set 63 Stay Wire 7 / 3.81 Mm ( @ 10Kg Per Stay Set ) 64 Complete Earthing Set 65 G.Iwire 8 Swg For Earthwire ( 1.03 Km ) 66 M.S. Nuts And Bolts ( Off Sizes ) 67 Egginsulator 68 Eye Hook Bolt 69 Aluminium Paint 70 Metering 71 Ct-Pt Combined Unit [ Pt:11 Kv / 110 V ) ; Ct:10-400 / 5A ] 72 3-Phase, 3 / 4-Wire Ct-Pt Operated Static Trivector Meter ( Dlms Compliant ) 73 Pvc Multistrand 4 Mm² Copper Wire With F-1 Inch Gi Pipe For Concealing 74 Steel Tubular Poles ( 9 M, Working Load > 200 Kgf / M² ) [ Optional- Other Types Of Poles May Be Used As Per Site Condition ] 75 Muffs With Concerete Filling 76 X-Arm: [ Channel Iron ( 100X50x6 Mm ) , Length : 2800 Mm X 4 Nos ] 77 X-Arm: [ Channel Iron ( 75X40x6 Mm ) , Length : 2800 Mm X 4 Nos ] For Supporting Do Fuse Unit & Go Switch 78 X-Arm [ Channel Iron ( 100X50x6 Mm ) , Length : 460 Mm X 2 Nos For Supporting Main Channel Of Ct-Pt Unit ] 79 Ms Angle Iron ( 50X50x6 Mm ) , Length: 2800 Mm X1 Nos For LaS ) 80 Ct-Pt Unit & Belting 81 Ms Angle Iron ( 50X50x6 Mm ) , Length :2800 Mmx 4 Nos 82 Ms Angle Iron ( 35X35x5 Mm ) , Length : 460 Mm X 2 Nos 83 Go Ab Switch Unit ( 11Kv, 400A, 25 Ka ) 84 D.O Fuse Unit 85 Surge Arrester, 9 Kv Station Class ( Porcelain Type ) 86 Discs Insulator Sets ( Comprising 1 No. Disc: ^^ ( Porcelain, Bs, 12 Kv, 90 Kn ) Including Dead End Clamps Etc. ) 87 Stay Set Complete 88 Stay Wire ( 7 / 3.15 Mm ) ( 7.0 Kg Per Stay Set ) 89 Pipe Earthing Set 90 Half Clamp ( M.S. Flat 50X6 Mm ) 91 Full Clamps ( M.S. Flat 50X6 Mm ) 92 Nuts And Bolts Of Various Sizes ( Galvanised / Coated ) [ Preferably 16 Mm F Or More ( With Flat And Spring Washers ) ] 93 Aluminium Thimble 94 Aluminium Thimble 95 Danger Plate 96 Barbed Wire 97 Aluminium Paint. 98 Plinth & Fencing 99 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil. 100 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 ( 1 Cement : 4 Coarse Sand ) : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 101 Supplying, Filling, Spreading & Leveling Stone Boulders Of Size Range 5 Cm To 20 Cm, In Recharge Pit, In The Required Thickness, For All Leads & Lifts, All Complete As Per Direction Of Engineer-In-Charge. 102 Providing And Laying Cement Concrete 1:2:4 ( 1 Cement, 2 Sand, 4 Graded Stone Aggregate 20Mm Ns ) And Curing Complete In Plinth And Foundation 103 Providing Mild Steel / Tor Steel Reinforcement For R.C.C. Work Including Bending, Binding And Placing In Position Complete Upto Floor Two Level. 104 Centering And Shuttering Including Strutting, Propping Etc And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete 105 Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works 106 Extra For Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.25 Mm Wide 1.6 Mm Thick Weighing 3.64 Kg Per Sqm For Encasing Of Rolled Steel Sections In Beams, Columns And Grillages, Excluding Cost Of Hangers. 107 Painting ( Two Coats ) Excluding Priming Coat Onnew Steel And Steel Based Surface After And I / C Preparing The Surface By Thoroughly Cleaning, Oil, Grease, Deit And Other Foreign Matter Sand Papering And Stopping With Ready Mixed Paint Other Than White 108 P / F Oxidised M.S. Sliding Door Bolt Anodized Colour & Shade With Bolts & Nuts Screws Etc. Complete ( 250*16Mm ) 109 P / F Oxidised M.S. Handle With Necessary Screws Etc. Complete ( 125Mm ) 110 Transportation Charges For Dtr Ht Lt & Metering Structure 111 Errectioncharges For Dtr Ht Lt & Metering Structure 112 1% Labor Cess On Material & Errection 113 Quantities Are Mentioned Above Are Tentative And Actual Quantity Shall Be Worked Out After Check Survey To Be Carried Out By The Successful Tender And Detailed Engineering And Finalization Of Tower Location Chart.Payment Shall Be Made As Per Approved Bill Of Material / Actual Quantities Measured At Site.
