Tender For Construction Of 11 Kv Line For Providing Connection To Garkha Drinking Water Scheme Jal Jeewan Mission Jjm On Turn Key Basis Under Edd Dharchula Under Deposit Head, dharchula-Uttarakhand

Construction Of 11 Kv Line For Providing Connection To Garkha Drinking Water Scheme Jal Jeewan Mission Jjm On Turn Key Basis Under Edd Dharchula Under Deposit Head - 1 Supply Of Centralised Material 2 T / F 11 / 0.4 63 Kva 3 T / F 11 / 0.4 100 Kva 4 Steel Pole 8.5 Mtr. Sp-23 ( Bphd ) 5 Steel Pole 8.5 Mtr. Sp-21 ( Bphd ) 6 Acsr Weasel Conductor 7 11 Kv Polyemer Disc Insulator 8 11Kv Disc Fitting 45 Kn 9 11 Kv Polyemer Pin Insulator With Pin 10 Earthing Rod 20 × 2500 Mm. 11 Gi Wire 6 Swg 12 11 Kv Go Switch 13 Lt Xlpe Cable 1X70 Sq Mm 14 Lt Prmc ( Lt Pilfer Resistant Metering Cubical ) 15 Stay Set 16 × 1800 Mm. 16 Stay Wire 7 / 10 Swg 17 Pvc Cable 4X25 Mm 18 Lighting Arrester 9Kv 5Ka ( Polymer ) 19 Supply Of Non Centralised Material 20 Top Channel Clamp & Pp For Sp-23 With Nut & Bolt Galvanised 21 Holding Clamp Tpmo , Fuse Set, T / F Base Plate, Guarding Angle Etc With N&B Galvanised 22 M.S. Channel 100×50 Mm Galvanised 23 M.S. Angle 50X50x6 Mm. Galvanised 24 Earth Wire Clamp For Sp-23 With N&B Galvanised 25 Top Bracing Set Clamp For Sp-23 With N&B Galvanised 26 Bottom Bracing Set Clamp For Sp-23 With N&B Galvanised 27 E - Clamp For 11 Kv Pin Galvanised 28 11 Kv Fuse Set 29 Lt Shackle Insulator Clamp For Sp-21 With N&B Galvanised 30 Shackle Insulator With N&B 31 Stay Clamp D / E With N&B For Sp-23 Galvanised 32 Stay Clamp S / E With N&B For Sp-23 Galvanised 33 Stay Clamp S / E With N&B For Sp-21 Galvanised 34 Stay Insulator 35 Labour Charge 36 Cartage Of Steel Poles From Concer Firm To Construction Site With Loading & Unloading At Both Points Approx Distance 600 Km 37 Steel Pole 8.5 Mtr. Sp-23 ( Bphd ) 38 Steel Pole 8.5 Mtr. Sp-21 ( Bphd ) 39 Other Material ( Centralised Items ) 40 T / F 11 / 0.4 100 Kva 41 T / F 11 / 0.4 63 Kva 42 Head Load Cartage Of Following Material From Road To Site Approx Distance 6 Km 43 Steel Pole 8.5 Mtr. Sp-23 ( Bphd ) 44 Steel Pole 8.5 Mtr. Sp-21 ( Bphd ) 45 Other Material ( Centralised Items+De-Centralised Items ) 46 T / F 11 / 0.4 100 Kva 47 T / F 11 / 0.4 63 Kva 48 Exavation Of Earth For Pole Pit Of Size 0.9X0.9X1 / 6 Of Full Lenth Of Polestay Pit Size 0.6X0.6X1.2 Mtrin Alltypes Of Soil Including Proper Dressing Ofincluding Proper Dressing Of Sides Andramming Of Bottom Including Getting Out The Excavted Soil And Disposelof Surplusand Disposel Of Surplus Excaveted Soll As Directed Complete Work. 49 Steel Pole 8.5 Mtr. Sp-23 ( 0.765X121 ) 50 Steel Pole 8.5 Mtr. Sp-21 ( 0.765X2 ) 51 Erection Ofpole Support As Per Resspo Specification Of The Following Types Of Poles In Boulder Mixed Soil, Grouting Of Support In Cc 1:4:8 Block Incuding Cost Of Ballast, Cement And Sand, Back Filling Of Soil And Boulders In Pit And Ramming Filling Of Accessories Of The Pole, Leveling And Erection Of Pole 52 Sp-23 ( With Cc ) Four Pole 53 Sp-23 ( With Cc ) Double Pole 54 Sp-23 ( With Cc ) Single Pole 55 Sp-21 ( With Cc ) Single Pole 56 Grouting Of Pole In Size 0.45X0.45X1 / 9 Of The Supprt In Cc Ratio 1:4:8 Block Including Cost Of Cement Sand And Stone Ballast Back Filling Of Soil And Boulders In Pit And Ramming And Proper Allignment Leveling As Per Resspo Construction Manual 57 Steel Pole 8.5 Mtr. Sp-23 ( 0.2565X121 ) 58 Steel Pole 8.5 Mtr. Sp-21 ( 0.2653X2 ) 59 Muffing Of Poles With Cc1;3;6 Block And 45 Cm Hight From Ground Level Including Cost Of Ballast, Cement & Sand. Sp-23 60 Fabriction Of Ms Channel, Angle Iron After Cutting In Requeired Sizes With Drilling Of Holes Upto Good Finish For Top Channel, Bracing And Special Type Bracket Etc As Per Resspo 61 Exavation Of Earth For Stay Pit Size 0.6X0.6X1.2 Mtrin Alltypes Of Soil Including Proper Dressing Of Sides And Ramming Of Bottom Including Getting Out The Excavted Soil And Disposelof Surplusand Disposel Of Surplus Excaveted Soll As Directed Complete Work. ( 0.432X856 ) 62 Fixing, Tightening And Nozzling Of Stay With Pole And Stay Rod For 11 Kv 63 Fixing, Tightening And Nozzling Of Stay With Pole And Stay Rod For Lt Line 64 Grouting Of Stay In Size 0.6X0.6X0.3 In Cc Ratio 1:4:8 Block Including Cost Of Cement Sand And Stone Ballast Back Filling Of Soil And Boulders In Pit And Ramming And Proper Alignment, Leveling. ( 268X0.108 ) 65 Erection & Earthing Of Support With Ms Earth Rod Of 2.5 Mtr Long Incuding Exavation Of Pit And Digging Of Ms Rod Proper Depth And Connecting The Earth Electrode With The Gi Wire As Per Instruction Manual 66 Laying, Spreading, Stringing And Sagging Of 11 Kv Line In 3 P 4 W Of The Rabbit Conductor With Gi Earth Wire Complete Including Fixing Of All Accessories In 3 Nos Conductor In Parallel With Binding And Jupering As Per Profile And Sagging Chart 67 Laying, Spreading, Stringing And Sagging Of Lt Line With Acsr Weasel Conductor 3 P 4W 68 Route Clearance By Cutting Of Tree Branches / Proning, Loping And Chopping Of Trees For 11 Kv Line 69 Earthing Of Distribution T / F Incuding Digging Of Pit Of Size 2.5 Mtr Depth And Make Hole Of Size 150Mm. Placing Of Earthing Electrode ( To Be Supplied By Contractor As Per Drawing No A ) As Drawing B, Connecting The Same With Gi Strip ( To Be Supplied By Contractor ) Of Size 35X6 Mm As Per Drawing C For A Minimum Length 6 Mm, Treatment Of Soil With Highly Conductive Subustance As Per Is 30343 Complete In All Respect, Result Of Earthing Resistance To Be Recorded In Mb Before And After Instalation Of Earthing. The Earth Resistance After Earthing Should Be Less Then 1 Ohm. 70 Mounting / Fixing Of Tpmo On Doble Pole Structure Including Making Of Connection Complete Work. 71 Mounting / Fixing Of Fuse Set On Doble Pole Structure Including Making Of Connection Complete Work. 72 Mounting & Fixing Of La Set ( 3 No ) On Double Pole Structure Including Making All Connection Vy Gi Strip Size 35X6 Mm To Earth Point ( Incuding Cost Of Gi Strip ) 73 Installation / Mounting Following 63 Kvat / F On D / Pstructure And Fixing Of Channel And Making All Connections Of Ht And Lt And Its Complete Commissioning. 74 Installation / Mounting Following 100 Kva T / F On Plinth And Making All Connections Of Ht And Lt And Its Complete Commissioning. 75 Loading, Unloading And Cartage Of Lt Prmc From Store To Pt Site And Installation On D / P With The Help Of Nut Bolt And Clamp And Making Of Pass Lt Cable From Transfromer To Prmc 76 Construction Of Transformer Plinth Work With Size 2X2x1.1 Mtr Above Ground Level And 0.6 Mtr Below Ground Level Includung Cost Of Cement , Brick , Ballast And Sand 77 Excavation Of Earth 2.1X2.1X0.6 Mtr 78 Cement Concreating Work In Ratio 1:4:8 Cc ( 2.1X2.1X0.15 ) 79 Brick Work In 1:4 ( 2X2x1.4 ) 80 Rcc Work 1:2:4 Cc 15 Cm Thick ( 2X2x0.15 ) 81 Cement Plaster On Side Wall In 1:4 ( 4X1.1X2 ) 82 Erection, Providing And Fixing Of Wire Mesh Fencing Around Plinth As Per Resspo 83 Construction Of14 No Protection Wall For 11 Kv Structure 84 Excavation In All Type Of Soil Including Ramming And Dressing Of Surfacefp ( 4X5.94 ) +Dp ( 10X4.96 ) 85 Base Concreting In 1:6:12 Ccfp ( 4X1.98 ) +Dp ( 10X1.66 ) 86 R&R Stone Massonary In 1:6 Course Fine Sand & Cementfp ( 4X25.19 ) +Dp ( 10X19.6 ) 87 Top Concreting In 1:2:4 Ccfp ( 4X0.45 ) +Dp ( 10X0.34 ) 88 Hp Stone Fillingfp ( 4X19.49 ) +Dp ( 10X6.72 )

INR 5900 /-

INR 152000.0 /-

INR 75.86 Lakhs /-