Tender For Supply Of Equipment / Material, Design, Erection, Testing, Commissioning, For Sop Toart And Craft Centre Nagrota Bagwan At 53 Miles Rajiana Under Esd Hpsebl Tanda - 1 11Kv Ht Line 2 Prov Aaac 7 / 3.15Mm² Conductor ( 50Mm² ) { Includes Cutting And Wastage } 3 Prov. Steel Tubular Poles 9 Mtr Long 4 Prov Muffs With Concerete Filling 5 Prov.M.S C.I X-Arm ( 1500X100x50x6 Mm ) , Long For Single Pole 6 Prov.M.S A.I X-Arm ( 1800X50x50x6 Mm ) , Long For Single Pole 7 Prov M.S A.I X-Arm ( 50X50x6 Mm ) , Length ( 2X750 ) Mm Long For Single Pole 8 Prov M.S A.I X-Arm ( 50X6 Mm ) , Length ( 2X600 ) Mm Long For Single Pole 9 Prov.M.S C.I X-Arm ( 2400X100x50x6 Mm ) , Long For Double Pole 10 Prov.M.S A.I X-Arm ( 2700X50x50x6 Mm ) , Long For Double Pole 11 Prov.M.S C.I X-Arm ( 2400X75x40x6 Mm ) , Long For G.O Switch &D.O.Fuses 12 Prov Belt Set - Ms A I 50X50x6, Length [ 2400 Mm X 2 No. ] For Double Pole 13 Prov X-Bracing Set - Ms A.I Iron 50X50x5, [ 2700 Mm X 2 No. ] For Double Pole 14 Prov 11 Kv Pin Insulators ( Porcelain, 12 Kv, 10 Kn ) 15 Prov Disc Insulator , 1 No Disc ( 12 Kv, 90 Kn ) Including Dead End Clamps Etc. 16 Prov Stay Set Complete In All Respect 17 Prov Stay Wire ( 7 / 3.15 Mm ) ( 6.0 Kg Per Stay Set ) 18 Prov Ht Earthing Set Complete 19 Prov Double Continous Earth Wire ( Gi, 8 Swg ) @ 0.102 Kg / M 20 Prov Danger Plate ( 250X200x1.6 Mm ) 21 Prov Nuts And Bolts Of Various Sizeswith Flat And Spring Washers 22 Prov Barbed Wire 23 Provaluminium Paint 24 Prov Full Pole Clamps ( M.S. Flat 50X6 Mm ) 25 Prov Half Clamps ( M.S. Flat 50X6 Mm ) 26 Prov Go Ab Switch Unit ( 11Kv, 400A, 25 Ka ) 27 Prov D.O Fuse Unit 28 250 Kvasub Station 29 Prov.Distribution Transformer ( Outdoor Type ) , 11 / 0.4 Kv, 250 Kva 30 Prov.Steel Tubular Poles ( 9 M, Working Load > 200 Kgf / M² ) 31 Prov.Muffs With Concerete Filling 32 Prov.X-Arm: [ Channel Iron ( 100X50x6 Mm ) , Length : 2800 Mm X 2 Nos ] 33 Prov.X-Arm: [ Channel Iron ( 100X50x6 Mm ) , Length : 2800 Mm X 2 Nos ] For Ctpt Unit 34 Prov.X-Arm [ Channel Iron ( 100X50x6 Mm ) , Length : 460 Mm X 2 Nos For Supporting Main Channel Of ( Ct & Pt Unite ) 35 Prov.X-Arm: [ Channel Iron ( 75X40x6 Mm ) , Length : 2800 Mm X 4 Nos ] For Supporting Do Fuse Unit & Go Switch 36 Prov.Ms Angle Iron ( 50X50x5 Mm ) , Length: 2800 Mm X 1 Nos For LaS 37 Prov.Go Ab Switch Unit ( 11Kv, 400A, 25 Ka ) 38 Prov.D.O Fuse Unit 39 Prov.Surge Arrester, 9 Kv Station Class ( Porcelain Type ) 40 Prov.Discs Insulator Sets ( Comprising 1 No. Disc: ^^ ( Porcelain, Bs, 12 Kv, 90 Kn ) Including Dead End Clamps Etc. ) 41 Prov.Stay Set Complete 42 Prov.Stay Wire ( 7 / 3.15 Mm ) ( 6.0 Kg Per Stay Set ) 43 Prov.Pipe Earthing Set 44 Prov.Lt Distribution Panel Box With Acb ( 630A, 50 Ka, 4P, 1No ) And Sfu ( 200A, 6No, Rewirable ) For 250 Kva Transformer 45 Prov.Half Clamp ( M.S. Flat 50X6 Mm ) 46 Prov.Nuts And Bolts Of Various Sizes ( Galvanised / Coated ) [ Preferably 16 Mm F Or More ( With Flat And Spring Washers ) ] 47 Prov.Aluminium Thimble 48 Prov.Aluminium Thimble 49 Prov.Danger Plate 50 Prov.Lt Cable ( 3.5 Core ) 240 Mm² 51 Prov.Lt Armourcable ( 3.5 Core ) 120 Mm² From Lt Pannel To Distribution Board 52 Prov.Ct & Pt Unite 11 Kv 25 / 5 Amp 53 Prov.Energy Meter 11 Kv Ht - / 5 Amps 54 Pvc Multistrand 4Mm2 Copper Wire With?-1 Inch Gi Pipe For Concealing 55 Prov.Aluminium Paint. 56 Plinth And Fencing For The Foundation Of250 Kva Transformer 57 Excavation In Foundation And Trenches Etc. In Earth Work Lift Upto 1.5 Mtrs Stacking The Excavated Soil Not More Than 3 Mtrs Clear From The Edge Of Excavation And Then Disposing Of All Surplus Excavated Soil Within A Lead Of 20Mtrs In Pick & Jumper Work ( 50% Each ) . 58 P / L Cement Concrete 1 : 6 : 12 ( 1 Cement, 6 Sand, 12 Graded Stone Aggregate 40 Mm Ns ) And Curing Complete In Foundation And Plinth. 59 Providing And Laying Cement Concrete 1:2:4 ( 1 Cement, 2 Sand, 4 Graded Stone Aggregate 20Mm Ns ) And Curing Complete 60 Form Work With Steel Plates 3.15Mm Thick Welded In Frame 30*30*5Mm Angle Iron For Foundation, Footings Basis Of Columns Etc. And Mass Concrete. 61 Providing Tor / Mild Steel Reinforcemnt I / C Bending, Binding And Placing In Postion Complete. 62 P / L R.C.C. 1 : 2 : 4 ( 1 Cement, 2 Sand, 4Graded Stone Aggregate 20 Mm Ns ) And Curing Complete, Excluding Cost Of Form Work And Reinforcement. 63 Boulder Filling Dry Hand Packed Tightly As In Wire Crate Under Floors 64 Steel Work Welded In Built Up Sections, Trusses, Angles, Frame Work I / Ccutting, Hosting & Fixing In Position And Applying Priming Coat Of Red Lead Oxide.In Beams Joists Channels , Angles, Tee , Flats With Connecting Plates Or Angle Cleats As In Main Andcross Beams, Hip And Jack Rafters, Purlins Connected To Common Rafters And The Like. 65 Supplying And Fixing Expended Metal To Wood Or Steel Members In Partitions Etc..Weight Not Exceeding 3Kg.Per Square Metre. 66 Painting ( Two Coats ) On New Steel Or Steel Based Metal Surface. 67 20Mm Thick Cement Plaster In Single Coat In Cement Mortar 1:5 ( 1 Cement, 5 Sand ) . 68 Cement Concrete Flooring 1 : 2 : 4 ( 1 Cement, 2 Sand, 4Graded Stone Aggregate 20 Mm Ns ) ( 50Mm Thick ) . 69 P / F Oxidised M.S. Sliding Door Bolt With Nuts And Screws Etc. Complete ( 250*16Mm ) 70 P / F Oxidised M.S. Handle With Necessary Screws Etc. Complete ( 125Mm ) 71 Transportation Charges 72 Errectioncharges 73 18 % Gst On Errcetion & Tpt & Civil Plinth 74 1% Labor Cess On Material & Errection
