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Tender For Providing And Installation Of Pole Type Lighting Conductor At Bop Beltoli And Bop Shella Of 110 Bn Bsf Under Shq Bsf Jowai, East Khasi Hills-Meghalaya

Government Departments has published Tender For Providing And Installation Of Pole Type Lighting Conductor At Bop Beltoli And Bop Shella Of 110 Bn Bsf Under Shq Bsf Jowai. Submission Date for this Tender is 03-10-2023. Electrification Work Tenders in East Khasi Hills Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

39807881
Tender For Providing And Installation Of Pole Type Lighting Conductor At Bop Beltoli And Bop Shella Of 110 Bn Bsf Under Shq Bsf Jowai
Open Tender
Indian
Meghalaya
East Khasi Hills
03-10-2023

Tender Details

Tender For Providing And Installation Of Pole Type Lighting Conductor At Bop Beltoli And Bop Shella Of 110 Bn Bsf Under Shq Bsf Jowai ; 1 Providingof 10 Mtrs Long Hot Dip Galvanized Octagonal Pole With Base Plate Made In Single Section Fittedsuitable For Mounting Lighting Conductor Finial On Top Of The Pole And Erection Of The Pole On Provided Rcc Foundation With Galvanized Nuts Etc As Required. The Following Specifications Should Be Adhered For Pole & Accessoriesmake:- Bajaj / Utkarsh / Crompton / Nezonea ) Pole Top Dia - 70 Mmb ) Pole Bottom Dia - 175 Mmc ) Thickness Of Sheet - 3Mmd ) Galvanized Base Plate Of Size - 275 Mm X275 Mm X 16 Mme ) Set Of Foundation Nut & Bolts -4 Nos En 8 Grade Galavanized 750 Mm Length Be Supplied With Galvaized Nuts, Washers, Spacer Plate & Fixing Template. The Pole Shall Be Fixed Using Double Nuts.F ) The Set Of Gs Anchor Plates Having Thickness 4Mm Should Be Provided At All The Connecting Joints For Providing Support.G ) The Galvanization Shouldbe More Than 65 Micron Dft Both Inernally And Externally And Pole Should Be Designed For At Least 169 Km / Hour Max Wind Speedi ) The Steel Used For Manufacturing Pole Should Conform To Bsen 10025 Grade S 355Jo And For Base Plate Steel Should Be Fe 410 Conforming To Is 226 / Is 2062. 2 Earthing With G.I Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing And Masonry Enclosure With Cover Plate Having Locking Arrangements And Watering Pipe Of 2.7 Metre Longetcwith Charcoal / Coke And Saltas Required. 3 Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm. Dia 300 Mm Long Gi Tube, Having Single Prong At Top With 85 Mm Dia. 6 Mm Thick Gi Base Plate Including Holes Etc, Complete As Required. 4 Jointing Copper / Gi Tape ( With Another Copper / Gi Tape, Base Of The Final Or Any Other Metallic Object ) By Riveting / Nut Bolting / Sweating And Soldering Etc As Required. 5 Providing And Fixing G.I Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall / Poll For Lightning Conductor As Required ( For Verticalrun ) 6 Providing And Fixing Testing Joint Made Of 20 Mm X 3 Mm Thick Gi Strip 125 Mm Long With 4 Nos Gi Blot, Nuts, Check Nuts And Spring Washers Etc Complete As Required 7 Providing And Laying Gi Tape - 32 Mm X 6 Mm Thick From Earth Electrode Directly In Ground As Required 8 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 ) , Ncluding 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 Kind Of Soilfor One Polevolume= Lxbxh 1X ( 0.60X0.60X1.30 ) = 0.47 Cumfor 4 Pole= 4 X 0.47= 1.88 9 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) For One Polevolume = Lxbxh1x ( 0.60X.60X1.20 ) = .43 Cumfor 4 Pole= 4 X .43= 1.72 Cum 10 1:4:8 ( 1 Cement : 4 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) For One Polevolume = Lxbxh 1X ( 0.60X.60X..20 ) = .07 Cumfor 4 Pole=4 X .07= 0.28 Cum 11 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For :Columns, Piers, Abutments, Pillars, Posts And Strutsfor One Pole = ( Lxbx4 ) Sq.Mm = 1X ( 4X.60X.10 ) = 0.24 Sq.Mmfor 4 Pole= 4 X 0.24 = 0.96 Sq.M 12 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.08 Mm Steel Barstotal Length = 600X4= 2400 Mm ( 2.4 Mtr ) Weight Of 01 Ring= 2.4X0.39= .94 Kgweight Of 08 Ring= 8X.94= 7.52 Kg12 Mm Steel Barstotal Length = 1500X8= 12000 Mm ( 12 Mtr ) Weight = 12X0.88= 10.66 Kgtotal Bars Weight = 18.18 Kg For One Polefor 4Pole= 4 X 18.18 = 72.72Kg 13 Erectionof 10 Mtrs Long Hot Dip Galvanized Octagonal Pole With Base Plate Made In Single Section Fittedsuitable For Mounting Lighting Conductor Finial On Top Of The Pole And Erection Of The Pole On Provided Rcc Foundation With Galvanized Nuts Etc As Required. Make:- Bajaj / Utkarsh / Crompton / Nezone

Key Value

Document Fees
Refer document
EMD
INR 4106.0 /-
Tender Value
INR 2.05 Lakhs /-
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