Himachal Pradesh State Electricity Board-HPSEB has published Survey, Supply, Design ,Erection Testing & Commissioning Of 11 Kvht Line, Lt Line Of, 11 Kv Re-Conductoring Work, Allied Dtrswith Civil Works For Providing Sop To Lwss In Gp Sudhar, Tarswan, Shilbudhani, Jilhan & Urla In Tehsil Padhar (Phase I, Part I (St. Submission Date for this Tender is 16-02-2024. Electrification Work Tenders in mandi Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 05-Feb-2024 | date extended | Date | 12-02-2024 |
| 2 | 12-Feb-2024 | date extended again | Date | 16-02-2024 |
| Sl. No. | Item Description |
| 1 | (Supply Part) of New 11 KV H.T. Line to prop. 400 KVA 11/0.4 kV S/Stn. At Tiun Bridge for Phase I, Part I (Stage I & II ) |
| 2 | Prov. ACSR 6/1/3.35 (50 mm²) |
| 3 | Prov.Steel Tubular Pole 9 Mtr Long W/L 200 Kgf/m² |
| 4 | Prov.RCC Muff with concrete filling |
| 5 | Prov. Cross Arm: (Channel Iron(100x50x6 mm), Length (1270) mm for Single Pole Str. |
| 6 | Prov.Knee bracing of Angle Iron (50x50x6mm), Length (2x750) mm for Single Pole Str. |
| 7 | Prov.Pole Top Bracket |
| 8 | Prov.11 KV Pin Insulators (Porcelain,12 KV.10 KN) for Single Pole |
| 9 | Prov.Belt Set-M.S Angle Iron: 50x50x6,Length (1800 mm 2 No) for X-bracing |
| 10 | Prov.X-Bracing Set-M.S Angle Iron: 50x50x6, Length (2125 mmx2 No) |
| 11 | Prov. X-Arm (Horizental)- M.S Channel Iron: 100x50x6, Length (2340) mm x2 No) |
| 12 | Prov.Disc.Insulator Sets on Dead End Structure (Comprising 1 No Disc.(Porcelain,BS, 12 KV,90 KN) including Dead End Clamp etc) x (3 No.Conductors) x ( 2 No.Sides) |
| 13 | Prov.11 KV Pin Insulators (Porcelain,12 KV.10 KN) for double pole Str. |
| 14 | Prov.H.T.Stay Set Complete in all respects |
| 15 | Prov.Stay Wire (7/3.15 mm) (10.0 Kg Per Stay Set) |
| 16 | Prov. H.T.Earthing Set Complete |
| 17 | Prov.Single Continous Earth Wire ( G.I. 8 SWG) |
| 18 | Prov, Eye hook for earth wire |
| 19 | Prov.Earth Wire Clamp |
| 20 | Prov. Half clamp. |
| 21 | Prov.Full clamp clamp. |
| 22 | Prov.Danger Plate (250x200x1.6 mm) |
| 23 | Prov.Nuts & Bolts of various Sizes(Galvanised)/Coated) 16 mm F or more (With flat and spring washer) |
| 24 | Prov.Barbed Wire |
| 25 | Prov.Red oxide Paint |
| 26 | Prov.Alluminium Paint |
| 27 | Prov. C.I.X-Arm 2800 x100x50X6 mm for Top at Tapping 2 Nos ( in No.) |
| 28 | Prov. C.I. X-Arm 2800 75x40X6 mm for G.O.Switch & D.O.Fuse 4 NosIn No.) |
| 29 | Prov.G.O.Switch Unit (11 KV,400 A,25 KA) |
| 30 | Prov.D.O.Fuse |
| 31 | (Erection Part) of New 11 KV H.T. Line to prop. 400 KVA 11/0.4 kV S/Stn. At Tiun Bridge for Phase I, Part I (Stage I & II ) |
| 32 | Erection of ST Pole (Double pole structure) of 11 kV HT line with RCC Muffs including Digging of Pit,drilling of Holes inpoles,X- Bracing set, X-Arm,Fixing of pin/disc Insulators,X-Arm,X-Bracing Set,Fixing of barbed wire danger plate, filling of pit+ramming, painting of pole , fixing of nuts-bolts ,half/full clamps etc. complete in all respects. |
| 33 | Erection of ST Pole 9 Mtr. Long (Single pole structure) of 11 kV HT line with RCC Muffs including Digging of Pit,drilling of Holes inpoles, X-Arm,Fixing of pin/disc Insulators,X-Arm, Knee Bracing set, Top clamp, Fixing of barbed wire danger plate, filling of pit+ramming, painting of pole , fixing of nuts-bolts ,half/full clamps etc. complete in all respects. |
| 34 | Erection of HT Stay sets comprising ofDigging of pit,fixing of stay rod,filling of pit,Nozzeling and tighting etc.complete in all respect |
| 35 | Erection of Earthingcomprising ofDigging of pit,Fixing of GI wire to earthSystem ,eye hook & filling of pit etc. complete in all respects. |
| 36 | Laying, stringing, sagging & bindingof ACSR 6/1/3.35 (50 mm²) mm²) complete in all respects |
| 37 | Laying, stringing, sagging & bindingof GI Wire8 SWG complete in all respects. |
| 38 | Erection of GO Switch complete in all respects . |
| 39 | Erection ofDO Fuse Unit complete in all respects . |
| 40 | Mannual carriage of 11 kV HT line material from road side to site of work foraverage lead of 3 KM (3*0.36 = 1.08 KM) |
| 41 | Add Transporation Charges |
| 42 | (Supply Part ) of Re-conductoring of 11 KV H.T. Line ( Markhan to Barhyan Gala) |
| 43 | Prov. ACSR 6/1/3.35 (50mm²) |
| 44 | Prov.Steel Tubular Pole 9 Mtr Long W/L 200 Kgf/m² |
| 45 | Prov.RCC Muff with concrete filling |
| 46 | Prov. Cross Arm: (Channel Iron(100x50x6 mm), Length (1270) mm for Single Pole Str. |
| 47 | Prov.Knee bracing of Angle Iron (50x50x6mm), Length (2x750) mm for Single Pole Str. |
| 48 | Prov.Pole Top Bracket |
| 49 | Prov.11 KV Pin Insulators (Porcelain,12 KV.10 KN) for Single Pole |
| 50 | Prov.Disc.Insulator Sets on Dead End Structure (Comprising 1 No Disc.(Porcelain,BS, 12 KV,90 KN) including Dead End Clamp etc) x (3 No.Conductors) x ( 2 No.Sides) |
| 51 | Prov.H.T.Stay Set Complete in all respects |
| 52 | Prov.Stay Wire (7/3.15 mm) (10.0 Kg Per Stay Set) |
| 53 | Prov. H.T.Earthing Set Complete |
| 54 | Prov, Eye hook for earth wire |
| 55 | Prov.Earth Wire Clamp |
| 56 | Prov. Half clamp. |
| 57 | Prov.Full clamp clamp. |
| 58 | Prov.Danger Plate (250x200x1.6 mm) |
| 59 | Prov.Nuts & Bolts of various Sizes(Galvanised)/Coated) 16 mm F or more (With flat and spring washer) |
| 60 | Prov.Barbed Wire |
| 61 | Prov.Red oxide Paint |
| 62 | Prov.Alluminium Paint |
| 63 | Prov. Dead End clamp ACSR 6/1/3.35 (50mm²) |
| 64 | (Erection Part ) of Re-conductoring of 11 KV H.T. Line ( Markhan to Barhyan Gala) |
| 65 | Erection of ST Pole 9 Mtr. Long (Single pole structure) of 11 kV HT line with RCC Muffs including Digging of Pit,drilling of Holes inpoles, X-Arm,Fixing of pin/disc Insulators,X-Arm, Knee Bracing set, Top clamp, Fixing of barbed wire danger plate, filling of pit+ramming, painting of pole , fixing of nuts-bolts ,half/full clamps etc. complete in all respects. |
| 66 | Erection of HT Stay sets comprising ofDigging of pit,fixing of stay rod,filling of pit,Nozzeling and tighting etc.complete in all respect |
| 67 | Erection of Earthingcomprising ofDigging of pit,Fixing of GI wire to earthSystem ,eye hook & filling of pit etc. complete in all respects. |
| 68 | Dismantling of ACSR 30 mm conductor.complete in all respects |
| 69 | Laying, stringing, sagging & bindingof ACSR 6/1/3.35 (50mm²) complete in all respects |
| 70 | Mannual carriage of ACSR 6/1/3.35 (50mm²) from road side to site of work foraverage lead of 2.0 KM. (3.479 x 2 = 6.958KM) |
| 71 | Mannual carriage of ST poles along with its associated material like x-arm,insulators, stay sets, stay wire , earthing sets etc. from road side to site of work foraverage lead of 2.0 KM. (6 x 2 = 12KM) |
| 72 | Mannual carriage of ACSR Dismantlled conductor from road side to site of work foraverage lead of 2.0 KM. (3.479 x 2 = 6.958KM) |
| 73 | Add Transporation Charges |
| 74 | (Supply Part) of New 11 KV H.T. Line to prop. 250 KVA 11/0.4 kV S/Stn. At Bharhyan Gala for Phase I, Part II (Stage I ) |
| 75 | Prov. ACSR 6/1/3.35 (50 mm²) |
| 76 | Prov.Steel Tubular Pole 9 Mtr Long W/L 200 Kgf/m² |
| 77 | Prov.RCC Muff with concrete filling |
| 78 | Prov. Cross Arm: (Channel Iron(100x50x6 mm), Length (1270) mm for Single Pole Str. |
| 79 | Prov.Knee bracing of Angle Iron (50x50x6mm), Length (2x750) mm for Single Pole Str. |
| 80 | Prov.Pole Top Bracket |
| 81 | Prov.11 KV Pin Insulators (Porcelain,12 KV.10 KN) for Single Pole |
| 82 | Prov.Belt Set-M.S Angle Iron: 50x50x6,Length (1800 mm 2 No) for X-bracing |
| 83 | Prov.X-Bracing Set-M.S Angle Iron: 50x50x6, Length (2125 mmx2 No) |
| 84 | Prov. X-Arm (Horizental)- M.S Channel Iron: 100x50x6, Length (2340) mm x2 No) |
| 85 | Prov.Disc.Insulator Sets on Dead End Structure (Comprising 1 No Disc.(Porcelain,BS, 12 KV,90 KN) including Dead End Clamp etc) x (3 No.Conductors) x ( 2 No.Sides) |
| 86 | Prov.11 KV Pin Insulators (Porcelain,12 KV.10 KN) for double pole Str. |
| 87 | Prov.H.T.Stay Set Complete in all respects |
| 88 | Prov.Stay Wire (7/3.15 mm) (10.0 Kg Per Stay Set) |
| 89 | Prov. H.T.Earthing Set Complete |
| 90 | Prov.Single Continous Earth Wire ( G.I. 8 SWG) |
| 91 | Prov, Eye hook for earth wire |
| 92 | Prov.Earth Wire Clamp |
| 93 | Prov. Half clamp. |
| 94 | Prov.Full clamp clamp. |
| 95 | Prov.Danger Plate (250x200x1.6 mm) |
| 96 | Prov.Nuts & Bolts of various Sizes(Galvanised)/Coated) 16 mm F or more (With flat and spring washer) |
| 97 | Prov.Barbed Wire |
| 98 | Prov.Red oxide Paint |
| 99 | Prov.Alluminium Paint |
| 100 | Prov. C.I.X-Arm 2800 x100x50X6 mm for Top at Tapping 2 Nos ( in No.) |
| 101 | Prov. C.I. X-Arm 2800 75x40X6 mm for G.O.Switch & D.O.Fuse 4 NosIn No.) |
| 102 | Prov.G.O.Switch Unit (11 KV,400 A,25 KA) |
| 103 | Prov.D.O.Fuse |
| 104 | (Erection Part) of New 11 KV H.T. Line to prop. 250 KVA 11/0.4 kV S/Stn. At Bharhyan Gala for Phase I, Part II (Stage I ) |
| 105 | Erection of ST Pole (Double pole structure) of 11 kV HT line with RCC Muffs including Digging of Pit,drilling of Holes inpoles,X- Bracing set, X-Arm,Fixing of pin/disc Insulators,X-Arm,X-Bracing Set,Fixing of barbed wire danger plate, filling of pit+ramming, painting of pole , fixing of nuts-bolts ,half/full clamps etc. complete in all respects. |
| 106 | Erection of ST Pole 9 Mtr. Long (Single pole structure) of 11 kV HT line with RCC Muffs including Digging of Pit,drilling of Holes inpoles, X-Arm,Fixing of pin/disc Insulators,X-Arm, Knee Bracing set, Top clamp, Fixing of barbed wire danger plate, filling of pit+ramming, painting of pole , fixing of nuts-bolts ,half/full clamps etc. complete in all respects. |
| 107 | Erection of HT Stay sets comprising ofDigging of pit,fixing of stay rod,filling of pit,Nozzeling and tighting etc.complete in all respect |
| 108 | Erection of Earthingcomprising ofDigging of pit,Fixing of GI wire to earthSystem ,eye hook & filling of pit etc. complete in all respects. |
| 109 | Laying, stringing, sagging & bindingof ACSR 6/1/3.35 (50 mm²) mm²) complete in all respects |
| 110 | Laying, stringing, sagging & bindingof GI Wire8 SWG complete in all respects. |
| 111 | Erection of GO Switch complete in all respects . |
| 112 | Erection ofDO Fuse Unit complete in all respects . |
| 113 | Mannual carriage of 11 kV HT line material from road side to site of work foraverage lead of 3 KM (3*0.33 = 0.99 KM) |
| 114 | Add Transporation Charges |
| 115 | (Supply Part) of New 11 KV H.T. Line to prop. 100 KVA 11/0.4 kV S/Stn. At Shaliyar for Phase I, Part II (Stage II ) |
| 116 | Prov. ACSR 6/1/3.35 (50 mm²) |
| 117 | Prov.Steel Tubular Pole 9 Mtr Long W/L 200 Kgf/m² |
| 118 | Prov.RCC Muff with concrete filling |
| 119 | Prov. Cross Arm: (Channel Iron(100x50x6 mm), Length (1270) mm for Single Pole Str. |
| 120 | Prov.Knee bracing of Angle Iron (50x50x6mm), Length (2x750) mm for Single Pole Str. |
| 121 | Prov.Pole Top Bracket |
| 122 | Prov.11 KV Pin Insulators (Porcelain,12 KV.10 KN) for Single Pole |
| 123 | Prov.Belt Set-M.S Angle Iron: 50x50x6,Length (1800 mm 2 No) for X-bracing |
| 124 | Prov.X-Bracing Set-M.S Angle Iron: 50x50x6, Length (2125 mmx2 No) |
| 125 | Prov. X-Arm (Horizental)- M.S Channel Iron: 100x50x6, Length (2340) mm x2 No) |
| 126 | Prov.Disc.Insulator Sets on Dead End Structure (Comprising 1 No Disc.(Porcelain,BS, 12 KV,90 KN) including Dead End Clamp etc) x (3 No.Conductors) x ( 2 No.Sides) |
| 127 | Prov.11 KV Pin Insulators (Porcelain,12 KV.10 KN) for double pole Str. |
| 128 | Prov.H.T.Stay Set Complete in all respects |
| 129 | Prov.Stay Wire (7/3.15 mm) (10.0 Kg Per Stay Set) |
| 130 | Prov. H.T.Earthing Set Complete |
| 131 | Prov.Single Continous Earth Wire ( G.I. 8 SWG) |
| 132 | Prov, Eye hook for earth wire |
| 133 | Prov.Earth Wire Clamp |
| 134 | Prov. Half clamp. |
| 135 | Prov.Full clamp clamp. |
| 136 | Prov.Danger Plate (250x200x1.6 mm) |
| 137 | Prov.Nuts & Bolts of various Sizes(Galvanised)/Coated) 16 mm F or more (With flat and spring washer) |
| 138 | Prov.Barbed Wire |
| 139 | Prov.Red oxide Paint |
| 140 | Prov.Alluminium Paint |
| 141 | Prov. C.I.X-Arm 2800 x100x50X6 mm for Top at Tapping 2 Nos ( in No.) |
| 142 | Prov. C.I. X-Arm 2800 75x40X6 mm for G.O.Switch & D.O.Fuse 4 NosIn No.) |
| 143 | Prov.G.O.Switch Unit (11 KV,400 A,25 KA) |
| 144 | Prov.D.O.Fuse |
| 145 | (Erection Part) ofNew 11 KV H.T. Line to prop. 100 KVA 11/0.4 kV S/Stn. At Shaliyar for Phase I, Part II (Stage II ) |
| 146 | Erection of ST Pole (Double pole structure) of 11 kV HT line with RCC Muffs including Digging of Pit,drilling of Holes inpoles,X- Bracing set, X-Arm,Fixing of pin/disc Insulators,X-Arm,X-Bracing Set,Fixing of barbed wire danger plate, filling of pit+ramming, painting of pole , fixing of nuts-bolts ,half/full clamps etc. complete in all respects. |
| 147 | Erection of ST Pole 9 Mtr. Long (Single pole structure) of 11 kV HT line with RCC Muffs including Digging of Pit,drilling of Holes inpoles, X-Arm,Fixing of pin/disc Insulators,X-Arm, Knee Bracing set, Top clamp, Fixing of barbed wire danger plate, filling of pit+ramming, painting of pole , fixing of nuts-bolts ,half/full clamps etc. complete in all respects. |
| 148 | Erection of HT Stay sets comprising ofDigging of pit,fixing of stay rod,filling of pit,Nozzeling and tighting etc.complete in all respect |
| 149 | Erection of Earthingcomprising ofDigging of pit,Fixing of GI wire to earthSystem ,eye hook & filling of pit etc. complete in all respects. |
| 150 | Laying, stringing, sagging & bindingof ACSR 6/1/3.35 (50 mm²) mm²) complete in all respects |
| 151 | Laying, stringing, sagging & bindingof GI Wire8 SWG complete in all respects. |
| 152 | Erection of GO Switch complete in all respects . |
| 153 | Erection ofDO Fuse Unit complete in all respects . |
| 154 | Mannual carriage of 11 kV HT line material from road side to site of work foraverage lead of 3 KM (3*0.475 = 1.425 KM) |
| 155 | Add Transporation Charges |
| 156 | (Supply Part) of New L.T. Line to prop.400 KVA 11/0.4 kV S/Stn. At Tiun Bridge for Phase I, Part I (Stage I & II ) |
| 157 | Prov. ACSR 6/1/3.35 (50 mm²) |
| 158 | Prov.Steel Tubular Pole 9 Mtr Long W/L 200 Kgf/m² |
| 159 | Prov.RCC Muff with concrete filling |
| 160 | Prov.Angle Iron: 75x75x6,Length (1.5mtr+0.02 mtr) |
| 161 | Prov. Shackle Insulator wirh D-iron( U-clamps) |
| 162 | Prov. Earth Knob |
| 163 | Prov. L.T.Stay Set Complete in all respects |
| 164 | Prov.Stay Wire (7/3.15 mm) (6 Kg Per Stay Set) |
| 165 | Prov. Kitkat I.C. |
| 166 | Prov.Full clamp clamp.( 2 nos for A.I. +1 no for Stay set) |
| 167 | Prov. L.T.Earthing Set Complete |
| 168 | Prov.Single Continous Earth Wire ( G.I. 8 SWG) |
| 169 | Prov, Spool Tie |
| 170 | Prov.Nuts & Bolts of various Sizes(Galvanised)/Coated) 16 mm F or more (With flat and spring washer) |
| 171 | Prov.Alluminium Paint |
| 172 | Prov.Spiral Spacer |
| 173 | Erection Part) of New L.T. Line to prop.400 KVA 11/0.4 kV S/Stn. At Tiun Bridge for Phase I, Part I (Stage I & II ) |
| 174 | Erection of ST Pole 9mtr long of LT line with RCC Muffs including Digging of Pit,drilling of Holes inpoles, X-Arm,Fixing of shackle Insulators with D-iron,filling of pit+ramming, painting of pole , fixing of nuts-bolts ,half/full clamps etc. complete in all respects. |
| 175 | Erection of LT Stay sets comprising ofDigging of pit,fixing of stay rod,filling of pit,Nozzeling and tighting etc.complete in all respect |
| 176 | Erection of Earthingcomprising ofDigging of pit,Fixing of GI wire to earthSystem ,eye hook & filling of pit etc. complete in all respects. |
| 177 | Laying, stringing, sagging & bindingof ACSR 6/1/3.35 (50 mm²) mm²) complete in all respects |
| 178 | Laying, stringing, sagging & bindingof GI Wire8 SWG complete in all respects. |
| 179 | Mannual carriage of LT line material from road side to site of work foraverage lead of 3 KM (3*0.36= 1.08 KM) |
| 180 | Add Transporation Charges |
| 181 | (SupplyPart ) of prop. 400 KVA 11/0.4 kV S/Stn. At Tiun Bridge for Phase I, Part I (Stage I & II ) |
| 182 | Distribution Transformer (Ordinary), 11/0.4 kV,400 KVA |
| 183 | Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) |
| 184 | Muffs with concerete filling |
| 185 | X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for incommer line |
| 186 | MS Angle Iron (50X50x6 mm), Length: (2800 mm) x1 Nos for LA"s |
| 187 | X-Arm: [Channel Iron (75x40x6 mm), Length : (2800mm) X 4 Nos] for supporting DO fuse unit & GO switch |
| 188 | X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for Transformer Bed |
| 189 | X-Arm [Channel Iron (100x50x6 mm), Length : 460mm x 2 Nos for supporting Main Channel of Transformer] |
| 190 | MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos |
| 191 | MS Angle Iron (35X35x5 mm), Length : (460 ) x 2 Nos |
| 192 | MS Angle Iron (50X50x6 mm), Length : (950 mm) x 2 Nos for Bed Knee Bracing |
| 193 | MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos |
| 194 | MS Angle Iron (50X50x6 mm), Length : (450 mm) x 1 Nos |
| 195 | GO Switch Handle Supporting: [Channel Iron (75x40x5 mm), Length : 460 mm |
| 196 | GO AB Switch Unit (11kV, 400A, 25 KA ) Tripple pole O/D type |
| 197 | D.O Fuse Unit |
| 198 | Surge Arrester, 9 kV Station Class(Porcelain Type) |
| 199 | Discs insulator sets (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) |
| 200 | Stay set complete |
| 201 | Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set) |
| 202 | Pipe Earthing Set |
| 203 | Prov.L.T.Distribution Panel Box With ACB (630A, 50 kA,- 1 No) and SFU(100 A, 6No, rewirable |
| 204 | Half Clamp (M.S. Flat 50X6 mm) |
| 205 | Full Clamps (M.S. Flat 50X6 mm) |
| 206 | Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm F or more(with flat and spring washers)] |
| 207 | Aluminium Thimble |
| 208 | Aluminium Thimble |
| 209 | Danger Plate |
| 210 | Barbed Wire |
| 211 | Prov. L.T. Cable (3.5 Core) 400 mm2 |
| 212 | Prov. L.T. Cable (3.5 Core) 70 mm2 for 3 outgoing |
| 213 | Energy Meter (3-Phase, 4-Wire) DLMS compliant 600/5 A CT Type for 400 KVA Transformer |
| 214 | Aluminium Paint. |
| 215 | Red oxide Paint. |
| 216 | (ErectionPart ) of prop. 400 KVA 11/0.4 kV S/Stn. At Tiun Bridge for Phase I, Part I (Stage I & II ) |
| 217 | Digging of pit forpole & Earthing ( 2 Nos for Poles & 3 Nos for Earth) , Drilling of holes in X arm , Preparation of plate form str. Member CI, AI, i.e X arm and Knee Bracing set. Erection of Double structure , Concreting of RCC Muff, Erection ofplate form, Erection of X-Arm, Drop out, Lightening Arrestors, MCCB, Switch L.T.Box, Energy Meter ,Erection of 250 kVA Transformer, Providing earthing to G.O.Switch, Transformer Lightening Arrestor , Erection of two No staysets. Erection of Jumpers, Erection of L.T.Cable and Fixing of barbed wire and painting. Complete in all respect as directed by the Engineer-In-Charge including all types of risk & incedental at site. |
| 218 | Mannual carriage of material from road head to site of work with average lead 3 Km. |
| 219 | Add Transporation Charges |
| 220 | (SupplyPart ) of prop. 250 KVA 11/0.4 kV S/Stn. At Bharhyan Gala for Phase I, Part II (Stage I ) |
| 221 | Distribution Transformer (Ordinary), 11/0.4 kV,250 KVA |
| 222 | Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) |
| 223 | Muffs with concerete filling |
| 224 | X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for incommer line |
| 225 | MS Angle Iron (50X50x6 mm), Length: (2800 mm) x1 Nos for LA"s |
| 226 | X-Arm: [Channel Iron (75x40x6 mm), Length : (2800mm) X 4 Nos] for supporting DO fuse unit & GO switch |
| 227 | X-Arm: [Channel Iron (100x50x6 mm), Length : 2800 mm X 2 Nos] for Transformer Bed |
| 228 | X-Arm [Channel Iron (100x50x6 mm), Length : 460mm x 2 Nos for supporting Main Channel of Transformer] |
| 229 | MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos |
| 230 | MS Angle Iron (35X35x5 mm), Length : (460 ) x 2 Nos |
| 231 | MS Angle Iron (50X50x6 mm), Length : (950 mm) x 2 Nos for Bed Knee Bracing |
| 232 | MS Angle Iron (50X50x6 mm), Length : (2800 mm) x 2 Nos |
| 233 | MS Angle Iron (50X50x6 mm), Length : (450 mm) x 1 Nos |
| 234 | GO Switch Handle Supporting: [Channel Iron (75x40x5 mm), Length : 460 mm |
| 235 | GO AB Switch Unit (11kV, 400A, 25 KA ) Tripple pole O/D type |
| 236 | D.O Fuse Unit |
| 237 | Surge Arrester, 9 kV Station Class(Porcelain Type) |
| 238 | Discs insulator sets (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) |
| 239 | Stay set complete |
| 240 | Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set) |
| 241 | Pipe Earthing Set |
| 242 | Prov.L.T.Distribution Panel Box With MCCB (400A, 50 kA,- 1 No) . ICS 100%ICU & MCCB 150 AmpsiP,100 KA= 9 nos |
| 243 | Half Clamp (M.S. Flat 50X6 mm) |
| 244 | Full Clamps (M.S. Flat 50X6 mm) |
| 245 | Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm F or more(with flat and spring washers)] |
| 246 | Aluminium Thimble |
| 247 | Aluminium Thimble |
| 248 | Danger Plate |
| 249 | Barbed Wire |
| 250 | Prov. L.T. Cable (3.5 Core) 300 mm2 |
| 251 | Prov. L.T. Cable (3.5 Core) 70 mm2 for 3 outgoing |
| 252 | Energy Meter (3-Phase, 4-Wire) DLMS compliant 400/5 A CT Type for 250 KVA Transformer |
| 253 | Aluminium Paint. |
| 254 | Red oxide Paint. |
| 255 | (ErectionPart ) of prop. 250 KVA 11/0.4 kV S/Stn. At Bharhyan Gala for Phase I, Part II (Stage I |
| 256 | Digging of pit forpole & Earthing ( 2 Nos for Poles & 3 Nos for Earth) , Drilling of holes in X arm , Preparation of plate form str. Member CI, AI, i.e X arm and Knee Bracing set. Erection of Double structure , Concreting of RCC Muff, Erection ofplate form, Erection of X-Arm, Drop out, Lightening Arrestors, MCCB, Switch L.T.Box, Energy Meter ,Erection of 250 kVA Transformer, Providing earthing to G.O.Switch, Transformer Lightening Arrestor , Erection of two No staysets. Erection of Jumpers, Erection of L.T.Cable and Fixing of barbed wire and painting. Complete in all respect as directed by the Engineer-In-Charge including all types of risk & incedental at site. |
| 257 | Mannual carriage of material from road head to site of work with average lead 3 Km. |
| 258 | Add Transporation Charges |
| 259 | (Supply Part ) ofprop. 100 KVA 11/0.4 kV S/Stn. At Shaliyar for Phase I, Part II (Stage II ) |
| 260 | Prov. Distribution Transformer (Ordinary) 11/0.4KV, 100 KVA |
| 261 | Prov.Steel Tubular Pole ( 9 Mtrs Working Load?? ? 200Kgf/m²) |
| 262 | Prov.R.C.C.Muff with Concrete filling |
| 263 | Prov.X-Arm (Channel Iron (100x50x6 mm),Length:2800 mmx 2 Nos) |
| 264 | Prov.M.S Angle Iron (50x50x6 mm),Length:2800 mmx( 1 Nos for LA"s) |
| 265 | Prov.X-Arm (Channel Iron (75x40x6 mm),Length:2800 mmx 4 Nos) for Supporting D.O.fuse Unit & G.O.Switch |
| 266 | Prov. X-Aram Channel iron 100x50x6 mm length 2800 mm x 2 Nos. for transformer Bed. |
| 267 | Prov. X-Aram Channel iron 100x50x6 mm length 460 mm x 2 Nos. for supporting Main channel of transformer. |
| 268 | Prov.M.S Angle Iron (50x50x6 mm),Length:2800 mm x 2 Nos. |
| 269 | Prov.M.S Angle Iron (35x35x6 mm),Length: 460 mm x 2 Nos. |
| 270 | Prov.M.S Angle Iron (35x35x6 mm),Length: 950 mm x 2 Nos. for Bed Knee Bracing |
| 271 | Prov.MS Angle iron 50x50x6 mm length 2800 mm x 2 Nos. |
| 272 | Prov. MS Angle iron 50x50x6 mm length 450 mm x 1 Nos. |
| 273 | Prov.X-Arm (Channel Iron (75x40x6 mm),Length:460 for GO Switch Handle supporting. |
| 274 | Prov. GO AB Switch Unit (11 kV, 25 kA) Tripple pole O/D Type. |
| 275 | Prov.D.O.Fuse Unit |
| 276 | Prov.Surge Arrestor, 9 KV Station Class (Porcelain Type) |
| 277 | Prov.Disc.Insulator Sets (Comprising 1 No Disc. (Porcelain, BS, 12 KV ,90 KN) including Dead End Clamps etc.) |
| 278 | Prov.Stay Set Complete |
| 279 | Prov.Stay Wire (7/3.15 mm) (6.0 Kg Per Stay Set) |
| 280 | Prov.Pipe Earthing Set |
| 281 | Prov.L.T.Distribution Panel Box With MCCB (160A, 35 kA, 3 P 1 No). |
| 282 | Prov.Half Clamp ( M.S Flat 50x6 mm) |
| 283 | Prov. Full Clamp ( M.S Flat 50x6 mm) |
| 284 | Prov.Nuts & Bolts of various Sizes(Galvanised)/Coated) 16 mm F or more ( With flat and spring washer) |
| 285 | Prov.Alluminium Thimble |
| 286 | Prov.Alluminium Thimble |
| 287 | Prov.Danger Plate |
| 288 | Prov. Barbed wire |
| 289 | Prov.L.T. Cable (3.5 Core) 120 mm2 |
| 290 | Prov.Energy Meter (3-Phase,4 Wire) DLMS Complaint 200/5 A CT Type for 100 KVA Transformer |
| 291 | Prov.Alluminium Paint |
| 292 | Red oxide Paint. |
| 293 | (ErectionPart ) ofprop. 100 KVA 11/0.4 kV S/Stn. At Shaliyar for Phase I, Part II (Stage II ) |
| 294 | Digging of pit forpole & Earthing ( 2 Nos for Poles & 3 Nos for Earth) , Drilling of holes in X arm , Preparation of plate form str. Member CI, AI, i.e X arm and Knee Bracing set. Erection of Double structure , Concreting of RCC Muff, Erection ofplate form, Erection of X-Arm, Drop out, Lightening Arrestors, MCCB, Switch L.T.Box, Energy Meter ,Erection of 100 kVA Transformer, Providing earthing to G.O.Switch, Transformer Lightening Arrestor , Erection of two No staysets. Erection of Jumpers, Erection of L.T.Cable and Fixing of barbed wire and painting. Complete in all respect as directed by the Engineer-In-Charge including all types of risk & incedental at site. |
| 295 | Mannual carriage of material from road head to site of work with average lead 3 Km. |
| 296 | Add Transporation Charges |
| 297 | (Supply Part) of 2 No. 11/0.4 kV HT Metering unitforPart I (Stage-I&II) & Part II (Stage I). |
| 298 | Prov. C.T./P.Tcombined unit (PT:11 kV/110V) CT10-400/5 A) |
| 299 | Prov. 3 phase, 3/4 wire CT-PT operated static Trivector meter (DLMS Compliant) |
| 300 | Prov. PVC multistrand 4 mm2 copper wire with 1 inch GI pipe for concealing. |
| 301 | Prov. Steel tubular poles 9 mtr. Long |
| 302 | Prov. RCC muff with muffing |
| 303 | Prov. C.I. X-Arms (100x50x6 mm)length 2800 mm x 4 Nos. |
| 304 | Prov. C.I. X-Arms (75x40x6 mm)length 2800 mm x 4 Nos. for supporting of DO fuse unit & GO switch. |
| 305 | Prov. C.I. X-Arms 100x50x6 mm, 460 mmfor supporting of main channel of CT/PT unit.(2 Nos.) |
| 306 | Prov.M.S Angle Iron (50x50x5 mm),Length:2800 mmx(1 Nos for LA"s) |
| 307 | Prov.M.S Angle Iron (50x50x6 mm),Length:2800 mm x 4 Nos |
| 308 | Prov.M.S Angle Iron (35x35x5 mm),Length:460 mm x 2 Nos |
| 309 | Prov.G.O. AB Switch Unit (11 KV,400 A,25 KA) |
| 310 | Prov. D.O. Fuse Unit |
| 311 | Prov.Surge Arrestor, 9 KV Station Class (Porcelain Type) |
| 312 | Prov.Disc.Insulator Sets (Comprising 1 No Disc. (Porcelain, BS, 12 KV ,90 KN) including Dead End Clamps etc.) |
| 313 | Prov.Stay Set Complete |
| 314 | Prov.Stay Wire (7/3.15 mm) (6.0 Kg Per Stay Set) |
| 315 | Prov.Pipe Earthing Set |
| 316 | Prov.Half Clamp ( M.S Flat 50x6 mm) |
| 317 | Prov.Full Clamp ( M.S Flat 50x6 mm) |
| 318 | Prov.Nuts & Bolts of various Sizes(Galvanised)/Coated) 16 mm F or more ( With flat and spring washer) |
| 319 | Prov.Alluminium Thimble |
| 320 | Prov.Alluminium Thimble |
| 321 | Prov.Danger Plate |
| 322 | Prov.Barbed Wire |
| 323 | Prov. Red oxide |
| 324 | Prov.Alluminium Paint |
| 325 | (Erection Part) of of 2 No. 11/0.4 kV HT Metering unitfor (Phase I, Part I (Stage I & II ) & Part II (Stage I & II )) |
| 326 | Erection of CT/PT Unit Complete in all respect as directed by the Engineer-In-Charge complete in all respect. |
| 327 | Mannual carriage of material from road head to site of work with average lead 3 Km. |
| 328 | Add Transporation Charges |
| 329 | BOQ FOR CIVIL PART (Plinth & fencing of 1 No. New 11/0.4 kV, 400 kVA distribution transformer Part I stage-I, II& 1 No. New 11/0.4 kV, 250 kVA distribution transformer Part I, stage-II ) |
| 330 | 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.Ordinary Rock. |
| 331 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6(1 Cement : 3 coarse sand) : 6 graded stone aggregate 40 mm nominal size) |
| 332 | Centering and shuttering including strutting,propping etc. and removal of form for: |
| 333 | Foundations,footings,bases of columns, etc.for mass concrete . |
| 334 | Walls (any thickness ) including attached pilasters,butteresses, plinth and string courses etc. |
| 335 | Providing and laying in position specified grade of reinforced cement concrete ,excluding the cost of centering, shuttering, finishing and reinforcement -All work up to plinth level 1:1.5:3 (1 cement :1.5 coarse sand):3 graded stone aggregate 20 mm nominal size) |
| 336 | Steel reinforcement for R.C.C work including straigthening ,cutting ,bending, placing in position and binding all complete upto plinth level Thermo- Mechanically Treated bars of grade Fe-500 D or more. |
| 337 | 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. Ordinary Rock. |
| 338 | 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) |
| 339 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1: 1 ½:3(1 Cement : 1 ½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) |
| 340 | Steel work welded in built up sections/ framed work , including cutting,hoisting ,fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required . In gratings, frames ,guard bar ,ladder,railings, brackets, gates, and similar works. |
| 341 | Providing and fixing G.I .Chain link fabric fencing of required width in mesh size 50×50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer -in -Charge .Made of G.I.Wire of dia 4 mm. |
| 342 | Providing and fixing ISI marked M.S.Pressed butt hinges bright finished with necessary screws etc. complete :100×58×1.90 mm. |
| 343 | Providing and fixing ISI marked M.S.Sliding doorbolts with nuts and screws etc.complete :250×16 mm |
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