|
Bids Are invited for Custom Bid For Services - ---- - Supply Of Following De-Centerlised Material As Per Gtp Approved By Dvvnl And Erection,Installation, Commissioning Of Single Pole/Double Pole Of 11 Kv Overhead Lines And Transformers By Completeing Following Works/Jobs As Per Respo Drawings/Estimate With All Required Materials.Work Includes All Cartage, Carriage, Of Including Received Back Material. T&P, Raw Materials And Any Other Material/Work Which Is Required For Completion Of Said Work But Not Mentioned In This Boq/Estimate. , Stp Pole 11 Mtr. Long Sp-55 , Stp Pole 9 Mtr. Long Sp- , Pcc Pole 8.5 Mtr. Long , 11 Kv Polymeric Disc Insulator 45 Kn , 11 Kv Pin Insulator (Polymeric) , 11/0.4 Kv T/F 100 Kva , 11/0.4 Kv T/F 25 Kva , 11/0.4 Kv T/F 63 Kva , 11/0.4 Kv T/F16 Kva Single Phase , 11/0.4 Kv T/F 250 Kva , 11/0.4 Kv T/F 400 Kva , 11 Kv Tpmo With Polemetric Insulator , 11 Kv Do Fuse Set 3 Phase , 11 Kv V -Type Cross Arm , Acsr Weasal Conductor , Acsr Dog Conductor , Acsr Rabbit Conductor , Lt Ab Cable (1X16 + 1X25 Sq Mm) In Mtr , Lt Xlpe Cable 3.5X70 Sq Mm , Lt Pvc Cable 1X120 Sq Mm , Lt Pvc Cable 1X240 Sq Mm , Lt Pvc Cable 1X630 Sq Mm , Lt Ab Cable 3X120 + 1X95+ 1X25 Sq Mm , 11 Kv Xlpe Cable 3X70sqmm , Lt Ab Cable 3X95 + 1X70 + 1X16 Sq Mm , Lt Ab Cable 3X50+1X35+1X16 Sq Mm , 11 Kv Outdoor Jointing Kit For Xlpe Cable 3X70sqmm , 1 Phase Distribution Box Smc , 3 Phase Distribution Box Smc , Stay Set Complete 16X1800 , Earthing Of Pole By Ms Earthing Rod Of 20X2500mm And 6 Swg Earthing Wire Etc. , Ms Channel (Dropper) 100X50x2028mm (For Fuse Set) , Ms Top Channel (125X65x2240mm) , Holding Cl S For Top Channel & Fuse Set Etc. With Bolts & Nuts , Ms Angle 75X75x6x2028mm With Cl & Bolt And Nut (T/F Base) , Ms Channel 125X65x1300mm (T-Off) , T-Off Chennel Cl , T/F Holding Cl For 16 Kva , Lt Fuse Set With Box 3 Phase Smc , Copper L-Piece 62X225x12mm , Copper L-Piece Size 50*225*10*Mm , All. Lug Long Barrel, All Size , L.T Shackle Insulator , V- Type Cross Arm Holding Cl , Lt Cl For Pcc With Pin For Shackle Insulator , Distribution Box Cl , Suspension Cl , Danger Board , Tailless Unit For 250 Kva T/F , 11 Kv F-Bracket , All. Lug 240 Sq Mm , All. Lug 95 Sq Mm , All. Lug 120 Sq Mm , All. Lug 400 Sq Mm , Stone Pad , I-Hook Cl S , Nuts&Bolts , T/F Trolly With Fencing With Fitted All Accessories And Other Reqired Material. , Concreting Of Poles (0.268 Cu.M. Each) , Concreting Of Stay , Frp Fencing With Foldable Gate Hight Minimum 06 Feet (Rate Shold Be Running Per Meter) Including Painting Of Fencing With Red Oxide And Yellow Enamel Paint And With Proper Grouting Erection And Construction Of Toe-Wall Around The Transformer Plinth Including Making Wall 9 Inch Wide & 30 Cm. Under The Ground Level And 30 Cm. Up To The Ground Level And Making Pocket Filling The Concreting For Grouting As Per Direction By Supervising Engineer And Plastering Around The Wall In Ratio 1:4 Cement And Sand (As Per Approved Gtp). All Material/Labour Will Be Arranged By The Contractor. , Pipe Earthing With 75*10 Mm Strip For 250 Kva T/F Water Level Earthing As Per Approved Gtp By Dvvnl. Work Includes All Material And Labour Required For Proper Completion Of Work. , Body And Neutral Earthing Of 250/400 Kva Transformers By Digging Pits 6 Dia Up To 3 Mtr Deep Including Inserting Lowering 80Mm Dia G.I. And Insert 50Mm G.I. Pipe Chemical Filled Pipe (Pipe In Pipe Earthing) I.S.I. Mark B-Grade Connecting With G.I. Flat 50X50x6 Mm Power Transformer To 80Mm Dia G.I. Pipe And Filling Of Chemical Mixture Around The G.I. Pipe Up To 3Mtr. Including Making Of Chamber. , Plinth For Size 2X2x1.5M Above Ground Level And One. Ft. Below The Ground Level Of 9 After Excavation Of 4 Earth Brick Ballast Shall Be Provided And Hammering Will Be Done Properly. After That A Retaining Wall Of 9 Width By First Class Brick In Ratio 1:4 Of Cement And 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 6 From The Earth Level And Proper Hammering Shall Be Done. One No. Jall Of 12 Mm. Ms Tore Shall Be Fixed In The Hollow Of Plinth And One. Ft. Thick Rcc In Ration Of Cement, Sand And Stone Ballast Shall Be Laid On The Top Of The Plinth. The 12 Mm. Thick Plastering Shall Be Done All Around The Plinth In 1:4 Ratio Of Cement And Sand. The Contractor Shall Be Responsible To Complete The Work As Per Direction Of Supervision Engineer. It Includes The Cost Of All Material, Labour, T & P, Carrier Etc. Required For Proper Completion Of Work.
|