E-Quotation For Rate Of Materials For Schedule Rate Jharkhand Under D W And S Division, Medininagar 2022-23.= 1 Polythene Water Storage Tank Of Mark ( E.G Sintex / Sinter / Himgiri / Gangotietc ) With Cover And Locking System. ( M079 ) 2 Gi Pipe 50 Mm Dia ( Tata Or Equivalent Make ) ( M193 ) 3 Jute ( M337 ) 4 G.M. Ferrules ( M922 ) 5 ( I ) 8 Mm Dia Wt. Not Less Than 400 Gms 6 ( Ii ) 10 Mm Dia Wt. Not Less Than 400 Gms 7 ( Iii ) 15 Mm Dia Wt. Not Less Than 400 Gms 8 ( Iv ) 20 Mm Dia Wt. Not Less Than 600 Gms 9 ( V ) 25 Mm Dia Wt. Not Less Than 900 Gms 10 Stop Cocks ( M923 ) 11 ( I ) 15 Mm Brass Stop Cock Wt. Not Less Than 300 Gms 12 ( Ii ) 20 Mm Brass Stop Cock Wt. Not Less Than 400 Gms 13 ( Iii ) 25 Mm Brass Stop Cock Wt. Not Less Than 575 Gms 14 ( Iv ) 32 Mm Brass Stop Cock Wt. Not Less Than 850 Gms 15 ( V ) 40 Mm Brass Stop Cock Wt. Not Less Than 1.15 Kg 16 ( Vi ) 50 Mm Brass Stop Cock Wt. Not Less Than 2.15 Kg 17 ( Vii ) 15 Mm Dia C.I. Body Brass Working Part Stop Cock. 18 ( Viii ) 20 Mm Dia C.I. Body Brass Working Part Stop Cock. 19 ( Ix ) 25 Mm Dia C.I. Body Brass Working Part Stop Cock. 20 G.M. Full Way Valve ( M924 ) 21 ( I ) 15 Mm Dia Wt. Not Less Than 300 Gms Without Wheel 22 ( Ii ) 20 Mm Dia Wt. Not Less Than 400 Gms Without Wheel 23 ( Iii ) 25 Mm Dia Wt. Not Less Than 500 Gms Without Wheel 24 ( Iv ) 32 Mm Dia Wt. Not Less Than 700 Gms Without Wheel 25 ( V ) 40 Mm Dia Wt. Not Less Than 1.0 Kg Without Wheel 26 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.4 Kg Without Wheel 27 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.8 Kg Without Wheel 28 ( Viii ) 80 Mm Dia Wt. Not Less Than 2.5 Kg Without Wheel 29 G.M. Non Return Valve Verticle ( M925 ) 30 ( I ) 15 Mm Dia Wt. Not Less Than 150 Gms 31 ( Ii ) 20 Mm Dia Wt. Not Less Than 250 Gms 32 ( Iii ) 25 Mm Dia Wt. Not Less Than 375 Gms 33 ( Iv ) 32 Mm Dia Wt. Not Less Than 600 Gms 34 ( V ) 40 Mm Dia Wt. Not Less Than 700 Gms 35 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.0 Kg 36 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.20 Kg 37 ( Viii ) 80 Mm Dia Wt. Not Less Than 1.50 Kg 38 ( Ix ) 100 Mm Dia Wt. Not Less Than 1.80 Kg 39 G.M. Non Return Valve Horizontal ( M926 ) 40 ( I ) 15 Mm Dia Wt. Not Less Than 150 Gms 41 ( Ii ) 20 Mm Dia Wt. Not Less Than 250 Gms 42 ( Iii ) 25 Mm Dia Wt. Not Less Than 375 Gms 43 ( Iv ) 32 Mm Dia Wt. Not Less Than 600 Gms 44 ( V ) 40 Mm Dia Wt. Not Less Than 700 Gms 45 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.0 Kg 46 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.20 Kg 47 ( Viii ) 80 Mm Dia Wt. Not Less Than 1.50 Kg 48 ( Ix ) 100 Mm Dia Wt. Not Less Than 1.80 Kg 49 Cocks ( M927 ) 50 ( I ) 15 Mm Dia G.M. Bib Cock Wt. Not Less Than 300 Gms 51 ( Ii ) 15 Mm Dia Brass Bib Cock Wt. Not Less Than 400 Gms 52 ( Iii ) 15 Mm Dia C.I. Bib Cock Wt. Not Less Than 400 Gms 53 ( Iv ) 15 Mm Dia C.I. Body Brass Working Part Spray Painted Bib Cock Wt. Not Less Than 400 Gms 54 ( V ) 15 Mm Dia C.I. Brass Pillar Cock Cock Wt. Not Less Than 400 Gms 55 ( Vi ) 15 Mm C.I. Plug Cock Ordinary 56 ( Vii ) 15 Mm C.I. Push Cock Ordinary 57 Chromium Plated Brass Fittings ( M928 ) 58 ( I ) C.P. Shower Rose 100 Mm Dia 59 ( Ii ) C.P. Shower Rose 125 Mm Dia 60 ( Iii ) P.V.C. Shower Rose 150 Mm Dia 61 ( Iv ) P.V.C Shower Rose 125 Mm Dia 62 Connection Pipe ( M929 ) 63 ( I ) 15 Mm Dia X 30 Cm. Long Lead Connection Pipe With Brass Fittings. 64 ( Ii ) 15 Mm Dia X 45 Cm. Long Lead Connection Pipe With Brass Fittings. 65 ( Iii ) 15 Mm Dia X 30 Cm. Long Pvc Connection Pipe With Brass Fittings. 66 ( Iv ) 15 Mm Dia X 45 Cm. Long Pvc Connection Pipe Withbrass Fittings. 67 G.I. Fittings ( Conforming To I.S. -1879 ) Isi Marked ( M930 ) 68 [ A ] G.I. Bend 69 ( I ) 15 Mm 70 ( Ii ) 20 Mm 71 ( Iii ) 25 Mm 72 ( Iv ) 32 Mm 73 ( V ) 40 Mm 74 ( Vi ) 50 Mm 75 ( Vii ) 65 Mm 76 ( Viii ) 80 Mm 77 ( Ix ) 100 Mm 78 ( X ) 125 Mm 79 ( Xi ) 150 Mm 80 [ B ] Elbow Of The Following Sizes 81 ( I ) 15 Mm 82 ( Ii ) 20 Mm 83 ( Iii ) 25 Mm 84 ( Iv ) 32 Mm 85 ( V ) 40 Mm 86 ( Vi ) 50 Mm 87 ( Vii ) 65 Mm 88 ( Viii ) 80 Mm 89 ( Ix ) 100 Mm 90 ( X ) 125 Mm 91 ( Xi ) 150 Mm 92 [ C ] Tee Plain Of The Following Sizes 93 ( I ) 15 Mm 94 ( Ii ) 20 Mm 95 ( Iii ) 25 Mm 96 ( Iv ) 32 Mm 97 ( V ) 40 Mm 98 ( Vi ) 50 Mm 99 ( Vii ) 65 Mm 100 ( Viii ) 80 Mm 101 ( Ix ) 100 Mm 102 ( X ) 125 Mm 103 ( Xi ) 150 Mm 104 [ D ] Reducing Tee Plain Of The Following Sizes ( Taking Larger Dimension ) 105 ( I ) 20 Mm 106 ( Ii ) 25 Mm 107 ( Iii ) 32 Mm 108 ( Iv ) 40 Mm 109 ( V ) 50 Mm 110 ( Vi ) 65 Mm 111 ( Vii ) 80 Mm 112 ( Viii ) 100 Mm 113 ( Ix ) 125 Mm 114 ( X ) 150 Mm 115 [ E ] Socket Plain Of The Following Size ( Taking Larger Dimension ) 116 ( I ) 15 Mm 117 ( Ii ) 20 Mm 118 ( Iii ) 25 Mm 119 ( V ) 40 Mm 120 ( Vi ) 50 Mm 121 ( Vii ) 65 Mm 122 ( Viii ) 80 Mm 123 ( Ix ) 100 Mm 124 ( X ) 125 Mm 125 ( Xi ) 150 Mm 126 [ F ] Reducing Socket Plain Of The Following Sizes ( Taking Larger Dimension ) 127 ( I ) 20 Mm 128 ( Ii ) 25 Mm 129 ( Iii ) 32 Mm 130 ( Iv ) 40 Mm 131 ( V ) 50 Mm 132 ( Vi ) 65 Mm 133 ( Vii ) 80 Mm 134 ( Viii ) 100 Mm 135 ( Ix ) 125 Mm 136 ( X ) 150 Mm 137 [ G ] Union Socket Of The Following Sizes 138 ( I ) 15 Mm 139 ( Ii ) 20 Mm 140 ( Iii ) 25 Mm 141 ( Iv ) 32 Mm 142 ( V ) 40 Mm 143 ( Vi ) 50 Mm 144 ( Vii ) 65 Mm 145 ( Viii ) 80 Mm 146 ( Ix ) 100 Mm 147 ( X ) 125 Mm 148 ( Xi ) 150 Mm 149 [ H ] Plugs Of The Following Sizes 150 ( I ) 15 Mm 151 ( Ii ) 20 Mm 152 ( Iii ) 25 Mm 153 ( Iv ) 32 Mm 154 ( V ) 40 Mm 155 ( Vi ) 50 Mm 156 ( Vii ) 65 Mm 157 ( Viii ) 80 Mm 158 ( Ix ) 100 Mm 159 ( X ) 125 Mm 160 ( Xi ) 150 Mm 161 [ I ] Jam Nuts Of The Following Sizes 162 ( I ) 15 Mm 163 ( Ii ) 20 Mm 164 ( Iii ) 25 Mm 165 ( Iv ) 32 Mm 166 ( V ) 40 Mm 167 ( Vi ) 50 Mm 168 ( Vii ) 65 Mm 169 ( Viii ) 80 Mm 170 ( Ix ) 100 Mm 171 ( X ) 125 Mm 172 ( Xi ) 150 Mm 173 [ J ] G.I. Nipple Of The Following Sizes 174 ( I ) 15 Mm Dia X 100 Mm Long 175 ( Ii ) 20 Mm Dia X 100 Mm Long 176 ( Iii ) 25 Mm Dia X 100 Mm Long 177 ( Iv ) 32Mm Dia X 100 Mm Long 178 ( V ) 40 Mm Dia X 100 Mm Long 179 ( Vi ) 50 Mm Dia X 100 Mm Long 180 ( Vii ) 65 Mm Dia X 100 Mm Long 181 ( Viii ) 80 Mm Dia X 100 Mm Long 182 ( Ix ) 100 Mm Dia X 100 Mm Long 183 [ K ] G.I. Pipes Midium ( Tata Mark ) Or Equivalent As Per Is-1239 ( Part-01 ) / 2004 Isi Marked / Medium Quality 184 ( I ) 15 Mm Dia 185 ( Ii ) 20 Mm Dia 186 ( Iii ) 25 Mm Dia 187 ( Iv ) 32 Mm Dia 188 ( V ) 40 Mm Dia 189 ( Vii ) 65 Mm Dia 190 Mirrors ( M931 ) 191 ( A ) Mirror Of 6 Mm Thick Plain Glass 600 Mm X 450 Mm Beveled Edge Mirror Includingc.P. Brass Revolving Fittings 3 Mm Plywood Boardand C.P. Hinges Etc.To Fix The Mirror 192 ( B ) -Do- 450 Mm X 300 Mm -Do- 193 ( A ) Glass Shelf 600 Mm X 125 Mm With C.P. Brass Rail ( M932 ) 194 ( B ) -Do- 450 Mm X 125 Mm -Do- 195 ( A ) C.P. Brass Towel Rail 20 Mm X 600 Mm With Bracket All Complete ( M933 ) 196 ( B ) Anodized Aluminum 20 Mm X 600 Mm Towel Rail Complete With Brackets 197 C.P. Brass Soap Dish Medium Quality With Screw Andhinges Etc. ( M934 ) 198 C.P. Liquid Soap Solution Holder ( M935 ) 199 Vitreous White Glazed Indian Water Closet Of Hindustan / Parry Ware / Cera / Naycer Or Anyotherequivalent Make ( M936 ) 200 ( A ) 580 Mm Long 201 ( B ) 510 Mm Long 202 ( C ) 450 Mm Long 203 ( D ) 510 Mm Long White Glazed Fiber I.W.C 204 Pair Of Vetreous White Glazed Foot Rest Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make ( M937 ) 205 15 Liters Capacity Pull And Let Go High Level C.I. Cistern Complete With Ball Cock And A Pair Of Bracket ( M938 ) 206 ( A ) 12.5 Liters Lowdown C.I. Cistern ( M939 ) 207 ( B ) 10.0 Liters Capacity P.V.C. Low Design Cistern 208 ( A ) White Glazed Vitreous E.W.C With P Trap Orany Other Equivalent Make. ( M940 ) 209 ( B ) E.W.C With S Trap 400 Mm High Of Hindustan / Parry Ware / Cera / Naycear Or Any Other Equivalent Make 210 ( C ) Black / White Plastic Seat For E.W.C -Do- As Above. 211 ( A ) White Glazed Vitreous Earthen Were Urinal Flat Back Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 600 Mm X 350 Mm Size. ( M941 ) 212 ( B ) -Do- Squatting Small 450 Mm X 350 Mm 213 ( C ) -Do- Squatting Large 600 Mm X 350 Mm 214 ( D ) White Glazed Vitreous Earthen Ware Urinal Standing Corner Size 600 Mm X 350 Mm Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 215 ( E ) Partition Plate For Urinal 25 X 13 Size 216 ( F ) 5 Liters C.I. Automatic Cistern With All P.V.C Fittings 217 White Glazed Vitreous Wash Hand Basin 550 Mm X 400Mm Size Of Hindustan / Parryware / Cera / Naycer Or Any Otherequivalent Make. ( M942 ) 218 White Glazed Vitreous Earthen Ware Kitchensinks Of Hindustan / Parryware / Cera / Nayceror Any Other Equivalent Make ( M943 ) 219 ( A ) Kitchen Sink 600 Mm X 450 Mm X 200 Mm ( 24 X 18 X 8 ) 220 ( B ) Kitchen Sink 600 Mm X 450 Mm X 250 Mm ( 24 X 18 X 10 ) 221 ( C ) Lab Sink 450 Mm X 300 Mm X 150 Mm ( 18 X 12 X 6 ) 222 ( D ) Lab Sink 300 Mm X 250 Mm X 150 Mm ( 12 X 10 X 6 ) 223 Drain Board. ( M944 ) 224 ( A ) 600 Mm X 450 Mm ( 24 X 18 ) 225 ( B ) 525 Mm X 450 Mm ( 21 X 18 ) 226 H.C.I. Pipes ( M945 ) 227 ( A ) 50 Mm Dia Single Socket 6-0 ( With Ear Weight 13 Kg ) 228 ( B ) 80 Mm Dia Single Socket 6-0 ( With Ear Weight 18 Kg ) 229 ( C ) 100 Mm Dia Single Socket 6-0 ( With Ear Weight 23 Kg ) 230 ( D ) 150 Mm Dia Single Socket 6-0 ( With Ear Weight 30 Kg ) 231 ( E ) 50 Mm Dia Double Socket 6-0 ( With Ear Weight 14 Kg ) 232 ( F ) 80 Mm Dia Double Socket 6-0 ( With Ear Weight 19 Kg ) 233 ( G ) 100 Mm Dia Double Socket 6-0 ( With Ear Weight 25 Kg ) 234 ( H ) 150 Mm Dia Double Socket 6-0 ( With Ear Weight 13 Kg ) 235 ( I ) 50 Mm Dia Single Socket 3-0 ( With Ear Weight 7.25 Kg ) 236 ( J ) 80 Mm Dia Single Socket 3-0 ( With Ear Weight 10.5 Kg ) 237 ( K ) 100 Mm Dia Single Socket 3-0 ( With Ear Weight 13.75 Kg ) 238 ( L ) 150 Mm Dia Single Socket 3-0 With Ear 239 ( M ) 50 Mm Dia Single Socket 2-0 ( With Ear Weight 5.35 Kg ) 240 ( N ) 80 Mm Dia Single Socket2-0 ( With Ear Weight 8.00 Kg ) 241 ( O ) 100 Mm Dia Single Socket 2-0 ( With Ear Weight 10.10 Kg ) 242 ( P ) 150 Mm Dia Single Socket 2-0 With Ear 243 ( Q ) 50 Mm Dia Single Socket 1-0 ( With Ear Weight 3.4 Kg ) 244 ( R ) 80 Mm Dia Single Socket 1-0 ( With Ear Weight 5.50 Kg ) 245 ( S ) 100 Mm Dia Single Socket 1-0 ( With Ear Weight 7.60 Kg ) 246 ( T ) 150 Mm Dia Single Socket 247 H.C.I. Fittings. ( M946 ) 248 ( I ) Plain Bend Of Following Size 249 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.75 Kg ) 250 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.5 Kg ) 251 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 252 ( D ) 150 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 253 ( Ii ) Bend With Door With Following Size 254 ( A ) 50 Mm Dia ( Wight Without Ear And Socket 2.75 Kg ) 255 ( B ) 80 Mm Dia ( Wight Without Ear And Socket 4.00 Kg ) 256 ( C ) 100 Mm Dia -Do- 5.5 Kg 257 ( D ) 150 Mm Dia -Do- 258 ( Iii ) Single Junction With Door Of Followings Sizes. 259 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 3.75 Kg ) 260 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 6.50 Kg ) 261 ( C ) 100 Mm Dia -Do- 9.50 Kg 262 ( D ) 150 Mm Dia -Do- 263 ( Iv ) Double Junction With Door Of Following Sizes. 264 ( A ) 50 Mm Dia -Do- 4.5 Kg 265 ( B ) 80 Mm Dia -Do- 7.00 Kg 266 ( C ) 100 Mm Dia -Do- 13.00 Kg 267 ( D ) 150 Mm Dia -Do- 268 ( V ) Heel Rest Bend Of Following Sizes 269 ( A ) 50 Mm Dia 270 ( B ) 80 Mm Dia 271 ( C ) 100 Mm Dia 272 ( D ) 150 Mm Dia 273 ( Vi ) Cowel Of Following Sizes 274 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.25 Kg ) 275 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 276 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 277 ( D ) 150 Mm Dia -Do- 278 ( Vii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.5 Kg 279 ( Viii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.8 Kg 280 ( Ix ) 100 Mm X 80 Mm Floor Trap ( Weight Without Ear And Socket ) 4.00 Kg 281 ( X ) Pass Over 50 Mm X 150 Mm For 50 Mm Projection 282 ( Xi ) -Do- 100 Mm X 150 Mm For 100 Mm Projection 283 ( Xii ) Inverted Junction Single 100 Mm X 50 ( Weight Without Ear And Socket ) 9.0 Kg 284 ( Xiii ) Inverted Junction Double 100 Mm X 50 Mm X 50 Mm ( Weight Without Ear And Socket ) 12.0 Kg 285 ( Xiv ) H.C.I. Offset 80 Mm Projection Of The Following Size 286 ( A ) 50 Mm Dia ( Weight Without Ear And Socket ) 2.75 Kg 287 ( B ) 80 Mm Dia -Do- 3.50 Kg 288 ( C ) 100 Mm Dia -Do- 5.00 Kg 289 ( D ) 150 Mm Dia -Do- 290 ( Xv ) H.C.I. Socket Of Following Sizes 291 ( A ) 50 Mm Dia ( Weight Without Ear ) 1.50 Kg 292 ( B ) 80 Mm Dia ( Weight Without Ear ) 3.00 Kg 293 ( C ) 100 Mm Dia ( Weight Without Ear ) 4.50 Kg 294 ( D ) 150 Mm Dia ( Weight Without Ear ) -Do- 295 C.I. Cover With Frame For Manhole And Inspection Chamber. ( M947 ) 296 ( A ) 600 Mm X 450 Mm Size ( Wt. 39 Kg ) 297 ( B ) 600 Mm X 450 Mm Size ( Wt. 25 Kg ) 298 ( C ) 500 Mm X 450 Mm Size ( Wt. 25 Kg ) 299 C.I. Bracket Pair For W.H.B. ( M948 ) 300 ( A ) 550 Mm X 400 Mm Size ( 22 X 16 ) 301 ( B ) -Do- For 12.5 Liter Cistern 302 ( C ) -Do- For 600 Mm X 450 Mm ( 24 X 18 ) Sink 303 ( D ) 40 Mm X 60 Mm Ms Plate Bracket For Sink As Above 304 ( A ) 32 Mm ( 1 1 / 4 ) C.P. Brass Waste For W.H.B ( M949 ) 305 ( B ) 40 Mm ( 1 1 / 2 ) C.P. Brass Waste For W.H.B For Sink 306 ( C ) 32 Mm ( 1 1 / 4 ) C.P. Waste Of White Metal 307 ( D ) 40 Mm ( 1 1 / 2 ) C.P. Waste Of White Metal 308 ( A ) 32 Mm ( 1 1 / 4 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) Withbrass Union For W H B ( M950 ) 309 ( B ) 40 Mm ( 1 1 / 2 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) With Brass Union For W H B 310 32 Mm ( 1 1 / 4 ) P.V.C. Telescopic Flush Pipe With Brass Union For High Level Cistern ( M951 ) 311 Rubber Inserttion 3 Mm ( 1 / 8 ) Thick ( M952 ) 312 Pig Lead ( M953 ) 313 Yarn ( M954 ) 314 Rubber Gasket For C.I Pipe Of Good Quality ( M955 ) 315 ( A ) 80 Mm 316 ( B ) 100 Mm 317 ( C ) 125 Mm 318 ( D ) 150 Mm 319 ( E ) 200 Mm 320 ( F ) 250 Mm 321 ( G ) 300 Mm 322 ( H ) 350 Mm 323 ( I ) 400 Mm 324 ( J ) 450 Mm 325 ( K ) 500 Mm 326 ( L ) 600 Mm 327 ( M ) 700 Mm 328 ( N ) 750 Mm 329 ( O ) 800 Mm 330 ( P ) 900 Mm 331 ( Q ) 1000 Mm 332 ( R ) 1200 Mm 333 Cotton Waste ( M956 ) 334 Asbestos Suta ( Gland Packing ) ( M957 ) 335 Solvent Cement ( M958 ) 336 Hydrocloric Acid ( Sepecific Gravity 1.20 ) ( M959 ) 337 Cp & Pvc Fitting ( M960 ) 338 ( I ) 32 Mm Dia C.P. Waste 339 ( Ii ) 32 Mm Dia Pv C Waste Pipe 750 Mm Long With Coupling 340 ( Iii ) 40 Mm Dia C.P. Waste 341 ( Iv 40 Mm Dia Pvc Waste Pipe 750 Mm Long With Coupling 342 ( V 100 Mm Dia Steel Jali 343 ( Vi ) 15 Mm Dia C.P. Nipple With Coupling ( Short Pieces ) 344 ( Vii ) 50 Mm Dia Pvc Pipe With Coupling 345 Special Type Of C.P. Bath Room Fittings For V.I.P.Buildings ( Jal, Jaquar, Marc Or Equivalent Mark ) ( M961 ) 346 ( I ) Pillar Cock ( Isi ) 347 ( Ii ) Pillar Cock ( Long Neck ) 348 ( Iii ) Bib Cock ( Isi ) 349 ( Iv ) Bib Cock ( Long Thread ) 350 ( V ) Angular Stop Cock 351 ( Vi ) Angular Stop Cock ( Long Thread ) 352 ( Vii ) Concealed Stop Cock Reduce ( Isi ) 353 ( Viii ) Concealed Stop Cock Heavy-Duty Extra Adjustable Wall Flange 354 ( Ix ) Long Body Bib Cock 355 ( X ) Swan Neck Tap With Left Hand Operating Knob 356 ( Xi ) Central Hole Basin Mixer ( Best Quality ) 357 ( Xii ) Wall Mixer With Telephonic Shower Arrangement 358 ( Xiii ) Wall Mixer With Provision For Over Head Shower With Elbow Coupling And Well Flange 359 ( Xiv ) Wall Mixer 3 In 1 System With Provision For Over Head Shower With Elbow Coupling And Wall Flange 360 ( Xv ) Sink Mixer With Swinging Casted Spout 361 ( Xvi ) Sink Cock With Swinging Casted Spout 362 ( Xvii ) 4 - Way Diverter For Concealed Fittings 363 ( Xviii ) Pressure Adjustable Shower With Revolving Joint 364 ( Xix ) Telephone Shower With Flexible Pipe 365 ( Xx ) Flush Cock With Wall Flange ( 25 Mm ) 366 ( Xxi ) Towel Rail 24 367 ( Xxii ) Towel Ring 368 ( Xxiii ) Soap Dish 369 ( Xxiv ) Tumbler Holder 370 ( Xxv ) Toilet Paper Holder 371 ( Xxvi ) Glass Shelf 22 372 ( Xxvii ) Corner Glass Shelf With Bracket 373 ( Xxviii ) Flush Valve Complete With 32 Mm Size Controlcock & Flange 374 C.I Special & Pvc Pipes ( M962 ) 375 1. C.I Double Shocketted Fittings Bend Such As Bend, Tee, Taper, 376 ( A ) 80-200 Mm 377 ( B ) 250-700 Mm 378 ( C ) 700-1000 Mm 379 2. C.I Double Flange Fittings Such As Tee, Taper, Tailpiece, Bend Etc 380 ( A ) 80-200 Mm 381 ( B ) 250-700 Mm 382 ( C ) 700-1000 Mm 383 Spare Parts Of Hand Pump 384 Basic Rate Of Upvc Pipe 125Mm Dia Conforming To I.S.I. Latest Revision Is 12818 / 2016 Cml No. 5543459 ( M1024 ) 385 Rcc Esr ( M1030 ) 386 Designing ( Aesthetically ) , And Constructing Rcc Elevated Service Reservoirs Of Following Capacity With Rcc Staging Consisting Of Columns, Internal And External Bracings Spaced Vertically Not More Than 4.5 Metres Centre To Centre For Esr Having Capacity Upto 500 Cum And Not More Than 6M C / C For Esr Having Capacity Above 500 Cum Including Excavation In All Types Of Strata, Foundation Concrete, Cement Plaster With Water Proofing Compound To The In Side And Out Side Face Of The Container And Also Plaster With Plastic Paint In All Columns And Bracingsincluding Refilling Disposing Off The Surplus Stuff With In A Lead Of 50 Metres, All Labour And Material Charges Including Lowering, Laying, Erecting, Hoisting And Jointing Of Pipe Assembly Of Inlet, Outlet, Washout, Overflow And Bypass Arrangements As Per Departmental Design, Providing And Fixing Accessories Such As M.S. Ladder Out Side, Stainless Steel Lader In Contenor, C.I. Manhole Frame And Covers, Water Level Indicators, Lightening Conductor, G.I. Pipe Railing Around Walk Way And Top Slab, Providing Stair Case From Ground Level To Roof Level, M.S. Grill Gate Of 2M Height With Locking Arrangement Of Approved Design, B.B. Masonry Chambers For All Valves, Ventilating Shafts, Providing And Applying Three Coats Of Acrylie Emulsion With Silicon Edditives Paint To The Structure Incluingroof Slab, Epoxy Painting To Internal Surface And Anti-Termite Treatment For Under Ground Part Soft He Structure And Giving Satisfactory Water Tightness Test As Per I.S. Code. The Job To Include Painting Then Ame Of The Scheme And Other Details On Thereservoir As Per The Directions Of Engineer In - Charge. 387 Notes 388 The Design Of The Structure Be In Accordance With Relevant I.S. Specification ( I.S. 3370 - 1965 Or Revised. ) 389 The Design Shall Satisfy The Stipulations As Per I.S. 1893 -1984 And I.S.13920 / 1993 For Seismic Force And I.S.-11682 / 1985 For R.C.C. Staging Of Over Head Tanks. 390 For Design Having More Than 6 Columns, Suitable Bracing Is Obligatory. 391 Plain Round Mild Steel Bars Grade- I Conforming To I.S.432 Part-I Orhigh Yield Strength Deformed Bars Conforming To I.S. 1786 Or I.S. 1139 Shall Beused, Grade- I Imildsteel Bars Will Not Be Allowed 392 Irrespective Of The Type Of Foundation Proposed In The Design, One Set Of Bracing Be Provided At The Ground Level. 393 These Rates Include Providing M.S. Ladder For E.S.R.S Upto 2 Lakh Litres Capacity And Providing Spiral Stair Case For E.S.R. Above 2 Lakh Litres Capacity. 394 Staging Shall Have To Bede Signed With Stresses Of M-200 Concrete For Esr. However All Rcc Construction Should Be Donein M-250. Structures In Contact With Water Shall Be Designed & Casted In M-300 395 These Rates Are Including The Cost Of Up Lift Pressure If Any And Entire Dewatering During Execution. Incase Of Water Logging Are A Where Water Is Struck At Shallow Depth, Extra Provision Of Dewatering Shall Be Made As Per Site Condition. 396 All Conditions Given In The Member Secretarys Circular No. Mjp / Ts-I / 350 / 1668 Dt. 2-8-97 And Mjp / S-I / 350 / 2127 Dt. 13-7-99 Shall Be Strictly Followed And Additional Cost, If Any, Due To These Conditions Is Included In The Rates Mentioned Below. 397 75 % Part Rate Shall Be Payable For Reinforcement Concrete And Plastering Items Of Containers Of E.S.R. Till Satisfactory Hydraulic Testing For Water Tightness Is Given; And Till That Work Shall Be Treated As Incomplete. 398 The Rates Indicated In The Table Are Excluding The Cost Of Pipes, Specials And Valves Required For Inlet, Outlet, Washout, Overflow And Bypass Arrangement. The Scope Of Work, However, Includes Cost Of Erecting, Laying And Jointing Of Pipe And Valves Including Cost Of Jointing Materials Upto 5 M Beyond Outer Face Of Outer Most Column ( Cost Of Pipe, Specials And Valves Is Taken As 10% Of The Cost Of Esr As Per Table ) . 399 For Esr Upto 500 Cum Capacity C.I. Double Flanged Pipes Upto 300 Mm Dia Shall Be Provided And C.I. Specials Shall Be Used. For Esr Above 500 Cum Capacity C.I. / M.S. Pipe Assembly With Minimum 8 Mm Thickness Upto 500 Mm Dia And Minimum 10 Mm Thickness Above 500 Mm Dia Can Be Used With Proper Anti-Corrosive Epoxy Treatment From In Side And Out Side. 400 Below Mentioned Rates Are For Foundation Swith Individual Footing With Bearing Capacity Of 20 Tonnes Per Square Metre. For Raft Foundations, These Rates Shall Be Increased By 7.5% Where Safe Bearing Capacity ( Sbc ) Is 5 Mt Per Sqm And By 5 % Where Sbc Is More Than 5Mt / Sqm And Upto 10 Mt / Sqm. This % Of5 % Or 7. 5 % Is Applicable For Estimation Of Amount Of Lumpsum Item Of Esr. For Extra Item Due To Change From Individual Foundation To Raft, Actual Increase In Concrete And Steel Be Paid As Per Relevant Dsr Item. 401 The Rate Shall Be Increased By 30 % For Bearing Piles Upto Depth Of 10 M And For Further Increased In Depth By 5 M Each, It Shall Be Increased By Another 10%. These Rates Are Applicable Where Raft Is Not Feasible. For Pile Foundations Sulphate Resistant Cement Shall Only Beused. Single Pile For The Column Is Not Permitted, Group Of Piles Shall Be Designed With Pile Cap For Each Column Of Esr. 402 The Rates Are Applicable For Staging Height Of 12 M. These Rates Shall Be Increased Or Decreased For Per Metre Variation In This Staging Height As Below : 403 12 To 16 M Staging - 2% Per Metre 404 16 To 20 M Staging - 3% Per Metre 405 20 M And Above - 4% Per Metre 406 For 17 M Staging Height, Percentage Calculation Will Be Like Below : 407 12 To 16 M --- 4 X 2 = 8% 408 16 & 17 M --- 1 X 3% = 3% Total = 11% 409 For 21 M Staging Height, Percentage Calculation Will Be Like Below : 410 12 To 16 M --- 4 X 2 = 8% 411 16 To 20 M --- 4 X 3% = 12% 412 20& 21 M --- 1 X 4% = 4% Total = 24% 413 Following Rates Are For Seismic Zone Iii. For Zone Iv, These Rates Shall Be Increased By 5% And For Zone Ii, These Rates Shall Be Decreased By 5%. Concerned Executive Engineer Shall Confirm The Seismic Zone For The Scheme From Seismic Zone Splan Before Estimation And Adopt Appropriate Rates As Per Actual Seismic Zones. ( Seismic Maps Attached In This Csr ) . 414 Notes 415 Conditions From Sr.No.1 To 10 Shall Form A Part And Parcel Of The Tender And Must Be Included In The Draft Tender Papers For Works Of R.C.C. E.S.R. 416 Conditions From Sr.No.11 To 16 Are For Estimation Purpose Only And Shall Not Appear In The Tender. 417 Rates For Rcc Esrs 418 Upto 25, 000 Litres 419 Cost Of 25, 000 Litres Capacity 420 Add For Capacity Above 25, 000 Upto 50, 000 Litres 421 Cost Of 50, 000 Litres Capacity 422 Add For Capacity Above 50, 000 Upto 75, 000 Litres 423 Cost Of 75, 000 Litres Capacity 424 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 425 Cost Of 1, 00, 000 Litres Capacity 426 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 427 Cost Of 1, 50, 000 Litres Capacity 428 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 429 Cost Of 2, 00, 000 Litres Capacity 430 Add For Capacity Above 2, 00, 000 Upto 2, 50, 000 Litres 431 Cost Of 2, 50, 000 Litres Capacity 432 Add For Capacity Above 2, 50, 000 Upto 3, 00, 000 Litres 433 Cost Of 3, 00, 000 Litres Capacity 434 Add For Capacity Above 3, 00, 000 Upto 4, 00, 000 Litres 435 Cost Of 4, 00, 000 Litres Capacity 436 Add For Capacity Above 4, 00, 000 Upto 5, 00, 000 Litres 437 Cost Of 5, 00, 000 Litres Capacity 438 Add For Capacity Above 5, 00, 000 Upto 7, 50, 000 Litres 439 Cost Of 7, 50, 000 Litres Capacity 440 Add For Capacity Above 7, 50, 000 Upto 10, 00, 000 Litres 441 Cost Of 10, 00, 000 Litres Capacity 442 Add For Capacity Above 10, 00, 000 Upto 15, 00, 000 Litres 443 Cost Of 15, 00, 000 Litres Capacity 444 Add For Capacity Above 15, 00, 000 Upto 20, 00, 000 Litres 445 Cost Of 20, 00, 000 Litres Capacity 446 Rcc Gsr And Sump ( M1031 ) 447 Designing ( Aesthetically ) , And Constructing Rcc Ground Service Reservoirs / Rcc Sumps In M-300 Mix. Of Required Capacity Including Excavation In All Types Of Strata, Foundation Concrete, Container Walls, Bottom Slab Top Rcc Roof Slab / Or Dome, 20 Mm Thick Cement Plaster With Water Proofing Compound In Cm 1:3 Proportion. To Inside Face Of The Container, Including Epoxy Paint From Inside Including Refilling And Disposing Of Surplus Stuff Within Lead Of 50 M, All Labour And Material Charges, For Laying And Jointing Of Pipe Assembly For Inlet, Outlet Washout, Over Flow And Bye-Pass Arrangement Consisting Of C.I. / M.S. D / F. Pipes, Specials And Valves Of Given Diameters, Providing And Fixing Accessories Such As M.S. Ladder Inside And Outside, C.I. Manhole Frame And Cover, Water Top Slab, B.B. Masonry Chamber For All Valves, Ventilating Shafts, Including Giving Satisfactory Hydraulic Test And Water Tightness Test As Per Is Code And Providing Three Coat Of Cement Paints To All Expose Surface Of Structure Including Roof Surface Etc. Complete As Per Design Data, Criteria, Obligatory Requirements And Detailed Specifications. 448 Anti –Termite Treatment Shall Be Given For Under Ground Portion Of The Structure. 449 Notes 450 The Design Shall Be In Accordance With Various Relevant I.S. Specification ( I.S.456 / 2000, I.S.875-1987, I.S.3370-1965 Or Revised. ) 451 Only M.S. Bars Grade I Conforming To I.S. 432 Part-I Or High Yield Strength Deformed Bars Conforming To I.S. 1786 Or I.S.1139 Shall Be Used.Grade- Ii M.S. Bars Shall Not Be Used. 452 Entire Structure Shall Be In M-300 Only. 453 The Scope Of Pipe Assembly Work Shall Be Upto 5 Metre Beyond Out Side Face Of The Wall, Cost Of Pipes Valves And Specials Is Not Included In The Rate But Labour Cost For Laying And Jointing Is Included. 454 The G.S.R. / Sump Above 15 Lakh Litres Capacity Shall Be In Two Compartment. 455 The Job Includes Designing The Structure For Up Lift Pressure And Dewatering If Required During Entire Execution And Disposal Of Surplus Excavated Stuff Within Lead Of 50 Metres As Directed By Engineer-In-Charge. If Up Lifts Considered In Design, Then These Rates Shall Be Increased By 7.5%. 456 G.S.R. Outlets Shall Be With Bell Mouth Of Approved Pattern In Bottom Slab And Cost Of Designing Bell Mouth Is Included In The Rate. Sump Well Includes Cost Of Suction Pit Required At Bottom. 457 For Pipe Diameters Upto 300Mm Only Cipipes And Ci Specials Shall Be Used. For Pipe Diameters Above 300Mm, M.S. Pipes And Specials Minimum 10Mm Thick Shall Be Used With Proper Anti Corrosive Epoxy Treatment From Inside And Outside. 458 Cost Of Pump House Is Not Included In These Rates. 459 Above Rates Are Applicable For Seismic Zones 2, 3 And 4. 460 75% Part Rate Shall Be Payable For Reinforcement, Concrete And Plastering Items Of All Types Of G.S.R. Sand Sump Still Satisfactory Hydraulic Testing For Water Tightness Test Is Given And Till That Work Shall Be Treated As Incomplete. 461 10% Shall Be Added For Sump If Over Head Pump House Is Proposed. 462 Note: Conditions From Sr.No.1 To 11 Shall Form A Part And Parcel Of Tender And Must Be Included In The Draft Tender Papers For Work Of R.C.C .Gsrs And Sumps. 463 Rates For Rcc Gsrs And Sumps 464 Upto 25, 000 Litres 465 Cost Of 25, 000 Litres Capacity 466 Add For Capacity Above 25, 000 Upto 50, 000 Litres 467 Cost Of 50, 000 Litres Capacity 468 Add For Capacity Above 50, 000 Upto 75, 000 Litres 469 Cost Of 75, 000 Litres Capacity 470 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 471 Cost Of 1, 00, 000 Litres Capacity 472 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 473 Cost Of 1, 50, 000 Litres Capacity 474 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 475 Cost Of 2, 00, 000 Litres Capacity 476 Add For Capacity Above 2, 00, 000 Upto 3, 00, 000 Litres 477 Cost Of 3, 00, 000 Litres Capacity 478 Add For Capacity Above 3, 00, 000 Upto 5, 00, 000 Litres 479 Cost Of 5, 00, 000 Litres Capacity 480 Add For Capacity Above 5, 00, 000 Upto 10, 00, 000 Litres 481 Cost Of 10, 00, 000 Litres Capacity 482 Addforcapacityabove10, 00, 000Upto15, 00, 000 Litres 483 Cost Of 15, 00, 000 Litres Capacity 484 Add For Capacity Above 15, 00, 000 Litres 485 Note: 10% Shall Be Added Over The Cost Of Gsr For Sump Where Over Head Pump House Is Proposed. 486 Unconventionalwater Treatment Plant ( M1032 ) 487 Designing ( Aesthetically ) , Providing And Constructinghigh Rate Unconventionalwatertreatmentplant I.E. Simplified Water Treatment Plant Consisting Of Civil Works Includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti-Termitetreatmenttoentirestructurebelowgroundlevel, Ceramic Tiles For Floring, Acrylic Emulsion With Silicon Additives Paint From Outside Stainless Steel Railing, Mechanicalandelectricalcomponentsofvarioussub-Worksasgivenbelow : Includingnecessaryhydraulic Testing, Structuraltesting And Trial For 3 Months, Etc. Completeas Directedbyengineer-In-Charge ( Turn-Key Job ) Works. 488 Aeration Fountain 489 Inlet Arrangements 490 Mixing Channel With Ventury Flume And Flow Measuring Arrangement 491 Inlet Channel 492 Flocculator- Conforming To I.S. 7208-1974 ( Type-C ) With Detention Period Of 30 Minutes 493 Tube Settlers-Designing, Fabricating And Constructing Tube Settlers With Square Or Any Other Shaped Tube Like Circular, Cheveron, Hexagonal Etc .Having Proven Performance 494 Rapid Sand Gravity Filters - All Valve Shall Be Glandless. 495 Filter House 496 Chemical House 497 Alum Tanks- 2Nos. With Mixing, Carrying And Dosing Arrangements With Piping. 498 100 Kg Chlorine Cylender For Capacity Upto 5Mld And Chlorine Tonner For Capacity Above 5 Mld. 499 Tcl Solution Tank With Mixing, Carrying And Dosing Arrangement With Piping. 500 Bypass Arrangement 501 External And Internal Electrification 502 Laboratory Equipments 503 Wash Water Tanks Of Capacity Equal To12 Minutes To Wash Specified Number Of Filter Beds At Time At 600 Lit / M2 / M Under Head Of 12M At Under Drain. 504 Wash Water Pumps With 100% Standby 505 Air Blowers Capable Of Delivering 600 Lmp Per Square Metre Of Free Air Of Filter Area At 0.4 Kg / Sqcm At The Under Drains ( 100 % Standby ) .Air Blowers Shall Be Adopted For Wtp Having Capacity More Than 3 Mld Only. Below 3 Mld Capacity, Air Blowers Shall Not Be Adopted. 506 Pure Water Sump Of Capacity Equal To 1 Hourpumping Capacity. 507 Pure Water Pump House Over The Sump / By The Side Of Sump. 508 Drainage Arrangements 509 Alum Store 510 Sanitary Block With Necessary Water Supply And Drainage Arrangements And Internalwbm Roads. 511 These Rates Are Applicable For Seismic Zones 2, 3 And 4. 512 Rates Given Below Are Inclusive Of Uplift Pressure If Any And Dewatering During The Entire Work. 513 All Rcc Structures Shall Be Constructed In M-250. Structures In Contact With Water Shall Be In M-300. 514 Unconventional Treatment Plants Less Than 1 Mld Capacity Shall Not Be Constructed. 515 All The Structural Steel Works / Fabrications Are To Be Provided With Application Of Hot Dip Zinc Coating According To Specification As Per Is 4759:1996 ( Reafirmed 2006 ) . 516 Note: Conditions From Sr. No. 1 To 28 Shall Form A Part And Parcel Of The Tender And Must Be Included In Draft Tender Papers For The Work Of Unconventional Treatment Plants. 517 Unconventional Water Treatment Plant 518 Fixed Cost For 1 Mld 519 Add For Capacity Above 1 Mld Upto 2 Mld 520 Cost Of 2 Mld Treatment Plant 521 Add For Capacity Above 2 Mld Upto 3 Mld 522 Cost Of 3 Mld Treatment Plant 523 Conventionalwater Treatment Plant ( M1033 ) 524 Designing ( Aesthetically ) , Providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, Mechanicalandelectricalworks Includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, Mechanicalandelectricalcomponentsofvarioussub-Worksasgivenbelow, Includingnecessaryhydraulic Testing, Structuraltesting, Equipmenttestingandtrialrunfora Periodof3 Months, Etc. Completeas Directedbyengineer-In-Charge ( Turn-Key Job ) . 525 Aeration Fountain- Plan Are A Not Less Than 0.625 Square Metre Per Mld 526 Ventury Flume - With Necessary Devices, Consisting Of Simple Mechanical Indicator. ( Pedestal Type Gauge ) 527 Flash Mixer-Rapid Mixing Device, Detention Time 60 Seconds To Give Velocity Gradient 300 To 400 Sec -1, Vane Mixer Type Conforming To I.S. 7090 Of 1985. 528 Flocculator – Conforming To I.S.7208-1974 ( Type-C ) With Detention Period Of 30 Minutes. 529 Clarifier - Horizontal Flow Circular Tank, Detention Period 2-5 Hours, Overflow Rate 30 Cubic Metre Per Square Metre Per Day ( To Be Specified ) , Weir Loading Not More Than 300 Cubic Metre Per Metre Per Day, With Mechanical Sludge Scraper Conforming To I.S. No. 10313-1982. 530 Rapid Sand Filter Sand Filter House-Filter Designed For Filteration Rate Of 5, 000 Litres Per Square Metre Per Hour, Minimum 2 Beds For Plant Upto 10 Mld, For Larger Plants As Specified, Filters To Be Located In Filter House With Roof Slab, Pipe Gallery And Platform Minimum 5.5 Metre In Width. 531 Filtersand-Effective Size 0.45 To 0.70Mm, Uniformity Coefficient Not More Than 1.7, Nor Less Than 1.3, Depth Of Water Over Sand 0.75M, Free Board 50Cm, Gravel 0.45M In Depth, Sand And Gravel Conforming To I.S. 8491 ( I ) -77, Back Wash By Air Wash, Stand Ard Appurtenances ( To Be Specified ) , Rate Of Flow Controller, Filter Gauge, Sand Expansion Gauge, Etc. 532 Wash Water Tank-Capacity To Be Specified And Suitable To Supply Water To Wash 2 Filter Units At A Time Where The Units Are 4 Or More. 533 Wash Water Pumps- Capacity To Fill Water Tank In 1 Hour With 100% Standby. 534 Air Blowers-Capable Of Delivering 600 Lmp Per Square Metre Of Free Air, Of Filter Area At 0.4Kg / Sqcm At The Under Drains ( 100% Standby ) . 535 Chemical House In Two Storeys 536 Ground Floor To Accommodate 7 Days Alum Requirement And Sundry Storage. 537 First Floor To Accommodate Alum And Lime Tanks.Etc. 538 Solution Tanks-Minimum 3 Tanks ( One For Preparation, Second For Dosing And Third As Standby ) , Each Tank Capable Of Giving 8 Hours Maximum Dose Without Interruption, Minimum Free Board 0.30M, Trays For Dissolving, Level Indicator, Mechanical Agitation Devices, Solution Feed And Drain Lines, Solution Feed Device ( Constant Head Device, Strength Of Solution Upto 10% Only ) Conforming To I.S. 9222 Part-I 1979. 539 Pure Water Sump And Sump House. 540 Capacity Of Sump – One Hour Of Designed Flow. 541 Pump House- Pump House Of Required Size Over The Sump Or By The Side. 542 Store House-Suitable For Alum Storage Of Three Months Requirement In Monsoon With 10% Extra Capacity For Other Sundry Articles. 543 Vacuum Feed Type Chlorinators- Make Tobe Approved By Mjp. 544 Conforming To I.S. 10533 - A Part-Ii 1983 545 Rate For Withdrawal 546 Temperature Kg. Of Chlorine Discharge Degree C Per Day ( Cylinders ) 547 45 67 Tonnes 548 10 6.359.50 110 549 15 10.75 16.10130 550 20 14.50 21.24254 551 27&Above18.70 28.12315 552 Chlorinator Equipment And Container Room To Conform To I.S. 10553 Part-I 1983. 553 100% Standby Shall Be Provided. 554 By Pass Arrangements - C.I. Or M.S. Pipes. 555 Disposal Of Waste From Wtp: Safe Disposal Arrangement To Near By Nala Including Cost Of Pipe 556 For Wtp Of Capacity 30 Mld And More Additional Arrangement For Backwash Water Recycle Shall Be Provided, Including Sump, Pupming Machinary, Rising Main Etc Complete 557 Drainage Arrangements – Rcc Pipes Up To Plot Boundary. 558 Electrical Installation – Both Internal And External Including Entire Plant Area. 559 Laboratory Equipment –As Per Requirement ( To Be Specified During Tendering ) . 560 Sanitary Blocks – Carpet Area -15 Square Metre Minimum Upto 25 Mld And 25 Square Metre Above 25 Mld. 561 Administrative Block And Internal Road-To Accommodate Office Room, Chlorine Room, Laboratory Room, Panel Board Room, Blower Room Etc. And Wbm Road To Connect All Units From Main Gate Of Plot. 562 Rates Given Below Are Inclusive Of Up Lift Pressure If Any And Dewatering During Entire Work. 563 All Pipes Condutes Channels With20%Overloading 564 These Rates Are Applicable For Seismic Zones 2, 3 And 4. 565 All Rcc Structures Shall Be Constructed In M-300. 566 Note: Conditions From Sr. No. 1 To 22 Shall Form A Part And Parcel Of The Tender And Must Be Incorporated In Draft Tender Papers Of Conventional Treatment Plants ( Proposed ) . 567 Conventional Water Treatment Plant 568 Above3 Mld To Upto 5 Mld 569 Cost Of 5 Mld Treatment Plant 570 Add For Capacity Above 5Mld Upto 10 Mld 571 Cost Of 10 Mld Treatment Plant 572 Add For Capacity Above 10 Mld Upto20 Mld 573 Cost Of 20 Mld Treatment Plant 574 Add For Capacity Above 20 Mld Upto 50 Mld 575 Cost Of 50 Mld Treatment Plant 576 Add For Capacityabove 50 Mld Upto 100 Mld 577 Cost Of 100 Mld Treatment Plant 578 Add For Capacity Above 100 Mld 579 Gpt / Hygpt : Drilling By Rotary Drill Machine Of Size 300Mm & 400Mm Dia With T.C. Drill Bit For Tubewells In All Kinds Of Soil Including Moorum, Hard Soil, Soil Mixed With Pebbles, Shingles, Compacted Soil, Clay, Soft And Decomposed Rock Etc, Up To 60 Meters Depth Including Reaming To Facilitate Smooth Lowering Of Casing Pipe Etc. As Per Specification And Direction Of E / I ( Basic Rates ) ( M1034 ) 580 300 Mm Dia For Gpt 581 400 Mm Dia For Hygpt 582 Hydt : Cost Of Drilling 200 Mm X 165 Mm X 125 Meter Deep Bore Well In All Kinds Of Soil And Rock In Rural Area For Installation Of Pump Set With Hydraulic Dth Rig Machine, All Complete Including Supplying All Materials, Tools, Drilling Rig, Air Compressor And Equipments, As Well As Fuel, Lubricants And Cost Of Transportation Of Rig Machine And Other Vehicles Up To The Site ( Basic Rates ) ( M1035 ) 583 From 0-50 Meter 584 From 51-125 Meter 585 Dt :Basic Rates For 125 / 115 Mm Dia Drilled Tube-Well For Drilling In All Kinds Of Soil And Rock For Installation Of Hand Pump With Dth Rig Machine All Complete Including Supplying All Materials, Labours, Tools, Drilling, Rigs, Air Compressor And Equipments As Well As Fuel Lubricant, For Making 125 / 115 Mm Dia Boring Etc. And Cost Of Transporting Rig Machine And Other Vehicle Up To Site Of Work As Per Specification And Dirrection Of Engineer Incharge ( Basic Rates ) ( M1037 ) 586 Drillig Upto 30 Mtr Depth Below G. L. In Rural Area 587 Drilling Beyond 31 Mtr Upto 60 Mtr Below G. L. In Rural Area 588 Trenchless ( M1038 ) 589 Installation Of Product Pipe By Manual Pipe Jacking Method Including Making Of Entry And Exit Pits All Related Civil Works Like Excavation , Shoring / Strutting Etc Manual Shielded Excation , Lowering Of Pipe Segments In The Jacking Pit Laying And Jointing Of Product Pipeline Through Jacking Process From The Jacking Pit And Restoration Of Site After Project Completion As Per The Instruction Of The Engineering -In - Charge All Complete Exept The Cost Of The Pipe Average Cover Of 1.5 Depth Below Gi ( Upto 100 Meter Installation Length ) 590 From 900 Mm To 1000 Mm Dia 591 In Soft Soil 592 In Hard Soil 593 In Sandy Soil 594 In Stone Soil 595 From 1000 Mm To 1200 Mm Dia 596 In Soft Soil 597 In Hard Soil 598 In Sandy Soil 599 In Stone Soil 600 Above 1200 Mm To 1500 Mm Dia 601 In Soft Soil 602 In Hard Soil 603 In Sandy Soil 604 In Stone Soil 605 Installation Of Product Pipe By Auger Boring Methodincluding Making Of Entry And Exit Pits All Related Civil Works Like Excavation , Shoring / Strutting Etc Shielded Excavation , Through Auger Boring Process Lowering Of Pipe Segments In The Jacking Pit Laying And Jointing Of Product Pipeline Through Jacking Process From The Jacking Pit And Restoration Of Site After Project Completion As Per The Instruction Of The Engineering -In - Charge All Complete Exept The Cost Of The Pipe Average Cover Of 1.5 Depth Below Gi ( Upto 100 Meter Installation Length ) 606 Upto 300 Mm Dia 607 In Soft Soil 608 In Hard Soil 609 In Sandy Soil 610 In Stone Soil 611 Above300 Mm To 450 Mm Dia 612 In Soft Soil 613 In Hard Soil 614 In Sandy Soil 615 In Stone Soil 616 Above 450 Mm To 600 Mm Dia 617 In Soft Soil 618 In Hard Soil 619 In Sandy Soil 620 In Stone Soil 621 Above 600 Mm To 900 Mm Dia 622 In Soft Soil 623 In Hard Soil 624 In Sandy Soil 625 In Stone Soil 626 Installation Of Product Pipe By Guided Auger Boring Methodincluding Making Of Entry And Exit Pits All Related Civil Works Like Excavation , Shoring / Strutting Etc Shielded Excavation , Through Auger Boring Process Lowering Of Pipe Segments In The Jacking Pit Laying And Jointing Of Product Pipeline Through Jacking Process From The Jacking Pit And Restoration Of Site After Project Completion As Per The Instruction Of The Engineering -In - Charge All Complete Exept The Cost Of The Pipe Average Cover Of 1.5 Depth Below Gi ( Upto 100 Meter Installation Length ) 627 Upto 300 Mm Dia 628 In Soft Soil 629 In Hard Soil 630 In Sandy Soil 631 In Stone Soil 632 Above300 Mm To 450 Mm Dia 633 In Soft Soil 634 In Hard Soil 635 In Sandy Soil 636 In Stone Soil 637 Above 450 Mm To 600 Mm Dia 638 In Soft Soil 639 In Hard Soil 640 In Sandy Soil 641 In Stone Soil 642 Above 600 Mm To 900 Mm Dia 643 In Soft Soil 644 In Hard Soil 645 In Sandy Soil 646 In Stone Soil 647 Providing And Supplying Isi Mark Ci / D / F Reflux Valves ( Non Return Valves ) Of Following Dia Inspection Charges Unloading From Railway Wagon , Loading Into Truck Transportation Upto Department Stores / Site Unloading Stacking Etc. Complete Reflux Valve As Per Is 5312 Part I ( 1984 ) ( M1039 ) 648 Without Byepass Arrangement - Pn-1 649 50 Mm 650 65 Mm 651 80 Mm 652 100 Mm 653 125 Mm 654 150 Mm 655 200 Mm 656 250 Mm 657 300 Mm 658 350 Mm 659 400 Mm 660 450 Mm 661 500 Mm 662 600 Mm 663 700 Mm 664 750 Mm 665 800 Mm 666 900 Mm 667 1000 Mm 668 1100 Mm 669 1200 Mm 670 With Byepass Arrangement - Pn-1 671 50 Mm 672 65 Mm 673 80 Mm 674 100 Mm 675 125 Mm 676 150 Mm 677 200 Mm 678 250 Mm 679 300 Mm 680 350 Mm 681 400 Mm 682 450 Mm 683 500 Mm 684 600 Mm 685 700 Mm 686 750 Mm 687 800 Mm 688 900 Mm 689 1000 Mm 690 1100 Mm 691 1200 Mm 692 Without Byepass Arrangement - Pn-1.6 693 50 Mm 694 65 Mm 695 80 Mm 696 100 Mm 697 125 Mm 698 150 Mm 699 200 Mm 700 250 Mm 701 300 Mm 702 350 Mm 703 400 Mm 704 450 Mm 705 500 Mm 706 600 Mm 707 With Byepass Arrangement - Pn-1.6 708 50 Mm 709 65 Mm 710 80 Mm 711 100 Mm 712 125 Mm 713 150 Mm 714 200 Mm 715 250 Mm 716 300 Mm 717 350 Mm 718 400 Mm 719 450 Mm 720 500 Mm 721 600 Mm 722 Providing Double Flange Sluice Valve ( Size 50 Mm To 1200 Mm ) Confirming For Is - 2906 / 14846 Including Worn Gear Arrangements As Per Test Pressure Stailess Steel Spindle , Caps Transportation Etc. All Complete . 723 With Byepass Arrangement - Pn-1 724 50 Mm 725 65 Mm 726 80 Mm 727 100 Mm 728 125 Mm 729 150 Mm 730 200 Mm 731 250 Mm 732 300 Mm 733 350 Mm 734 400 Mm 735 450 Mm 736 500 Mm 737 600 Mm 738 700Mm 739 750 Mm 740 800 Mm 741 900 Mm 742 1000 Mm 743 1100 Mm 744 1200Mm 745 Without Byepass Arrangement - Pn-1 746 50 Mm 747 65 Mm 748 80 Mm 749 100 Mm 750 125 Mm 751 150 Mm 752 200 Mm 753 250 Mm 754 300 Mm 755 350 Mm 756 400 Mm 757 450 Mm 758 500 Mm 759 600 Mm 760 700Mm 761 750 Mm 762 800 Mm 763 900 Mm 764 1000 Mm 765 1100 Mm 766 1200Mm 767 Providing Double Flange Sluice Valve Confirming For Is - 2906 / 14846 Including Worn Gearas Per Test Pressure Stailess Steel Spindle , Caps Transportation Etc. All Complete For Rateincluding All Taxes . . 768 Without Byepass Arrangement - Pn-1.6 769 50 Mm 770 65 Mm 771 80 Mm 772 100 Mm 773 125 Mm 774 150 Mm 775 200 Mm 776 250 Mm 777 300 Mm 778 350 Mm 779 400 Mm 780 450 Mm 781 500 Mm 782 600 Mm 783 700Mm 784 750 Mm 785 800 Mm 786 900 Mm 787 1000 Mm 788 1100 Mm 789 1200Mm 790 With Byepass Arrangement - Pn-1.6 791 50 Mm 792 65 Mm 793 80 Mm 794 100 Mm 795 125 Mm 796 150 Mm 797 200 Mm 798 250 Mm 799 300 Mm 800 350 Mm 801 400 Mm 802 450 Mm 803 500 Mm 804 600 Mm 805 Design And Supply Of V -Wire Screen Laterals Suitable For Infiltration Galleryas Per Site Condition And Detail Provided End Connection Suitable Flange Excluding Taxes And Transportation . ( M1040 ) 806 Dia - 06 Inch ( 150 Mm ) 807 Id - 153 Mm Od -167 Mm 808 Screen Thickness - 07 Mm 809 Slot - 1.00 Mm 810 Moc - Lowcarbon Galvenised Steel 811 Length - 5 Mtr. 812 Dia - 08 Inch ( 200 Mm ) 813 Id - 205 Mm Od -221Mm 814 Screen Thickness - 08 Mm 815 Slot - 1.00 Mm 816 Moc - Lowcarbon Galvenised Steel 817 Length - 5 Mtr. 818 Dia - 10 Inch ( 250 Mm ) 819 Id - 256 Mm Od -276Mm 820 Screen Thickness - 10 Mm 821 Slot - 1.00 Mm 822 Moc - Lowcarbon Galvenised Steel 823 Length - 5 Mtr. 824 Dia - 12 Inch ( 300 Mm ) 825 Id - 306 Mm Od -326 Mm 826 Screen Thickness - 10 Mm 827 Slot - 1.00 Mm 828 Moc - Lowcarbon Galvenised Steel 829 Length - 5 Mtr. 830 Dia - 14 Inch ( 350 Mm ) 831 Id - 338 Mm Od -363 Mm 832 Screen Thickness - 12.5 Mm 833 Slot - 1.00 Mm 834 Moc - Lowcarbon Galvenised Steel 835 Length - 5 Mtr. 836 Supplying All Materials, Labours, Equipments For Lowering 125Mm Dia Blue Upvc Casing Pipe As Casing For Protecting The Sides From Falling During The Process Of Drilling All Complete Including Carriage Of Materials To Work Site ( Basic Rate ) . ( M1041 ) 837 Supplying All Tools, Equipments And Labour And Doing Washing, Flushing And Development Of Drilled Tube Well To Give Clean And Clear Water All Complete As Per Dirction E / I ( Basic Rate ) . ( M1042 ) 838 Supplying Labour Cement And Calcium Chloride Or Bentonite Solution And Equipments For Grouting The Casing Pipe After Lowering In The Bore Including Carriage Of Materials To Work Site Etc. All Complete As Per Specification & Direction Of E / I ( Basic Rate ) . ( M1043 ) 839 Supplying Labour And Equipments Including 125Mm Dia G.I. Cap And Fitting And Fixing Over The Casing Pipe Of Tube Well Properly And Taking It Out As Per Direction E / I ( The Cap Will Be The Property Of Department ) ( Basic Rate ) . ( M1044 ) 840 Supplying All Materials, Labours, Equipments For Constructing P.C.C. ( 1:2:4 ) Circular Platform Around Drilled Tube Well Including 12Mm Thick Cement Plaster ( 1:4 ) With Neat Cement Punning Over Exposed Surface As Per Unicef Design, Etc. All Complete Including Carriage Of Materials ( Basic Rate ) . ( M1045 ) 841 Supplying All Materials, Labours And Equipments For Constructing P.C.C. ( 1:2:4 ) Drain As Per Unicef Design Etc. All Complete Including Carriage Of Materials ( Basic Rate ) . ( M1046 ) 842 Supplying Extra Deep Well Hand Pump Complete Sets With Cylinder Assembly & Connecting Rod ( 12 Pcs ) As Per Is : 15500 Part-2 / 2004 ( Basic Rate ) . ( M1047 ) 843 Supply Of 200Mm Dia X 3.00M Long Upvc Casing Pipe Conferming To Is : 12818: 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . ( M1048 ) 844 Supply Of 200Mm Dia Ribbed Screen Pipe Conferming Tois : 12818: 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . ( M1049 ) 845 Supply Of 125Mm Dia Ribbed Screen Pipe Conferming Tois : 12818: 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . ( M1050 ) 846 Supplying All Tools, Equipments And Labour And Lowering 32 Mm Dia Medium Quality G.I. Pipe In Drilled Tube Well In 3 Mtrs. Length All Complete As Per Dirction E / I Including Carriage Of Materials ( Basic Rate ) . ( M1051 ) 847 Supplying All Tools, Labour For Fitting And Fixing Deep Well Cylinder With Necessary Connecting Rod Complete Job As Per Specification & Direction Of E / I Including Carriage Of Materials ( Basic Rate ) . ( M1052 ) 848 Supplying All Materials, Labours And Fixing India Mark Ii Hand Pump With All Accessories All Complete Job As Per Direction Of E / I Including Carriage Of Materials ( Basic Rate ) . ( M1053 ) 849 Design, Supply, Installation Testing & Commissioning Of Packaged Water Treatment Plants ( Unconventional Type ) Of Different Capacity With ( 20 Hours Operation ) Comprising Of Lamella Clarifier, Static Mixture Flocculation Tank ( Smet ) , Multi Grade Filter ( Mgf ) With Best Quality Filter Media, Lime / Coagulant / Polymer Dosing System Hypo Chloride Dosing System, Raw Water Feed Pump / Clear Water Transfer Pump ( Either Or ) , Sludge Transfer Cum Recirculation Pump, Filter Feed Pump & Back Wash Pump Including All Fitting Like Valve And Other Special Fittings And Electrical Power Supply To The Different Supplied Units With Mcb Panel Internal Electrification With Lighting Arrangement With Treatment Plant Site With Provision Of Chemical Storage And Water Testing Boratoryfacility Should Be From A Reputed Manufacturer / Authorized Distribution / Authorized Dealer Conforming To Relevant Is Codes And Certified By Iso-9001-2008 & 14001, It Also Include Cost Of Civil Foundation, Including Clarified Water Tank Internal Connecting Pipe Line From Raw Water Inlet To Cwr And Applying Internal Epoxy Paint On The Supply Equipment All The Prices Are Exclusive Of Gst, Allied Structure / Items Which Are Site Specific Such As External Electrification, Approach Road, Foot Bridge, Cofferdam, Compound Wall, Scada And Automation, Cwr Pumps Etc Are To Be Considered Extra. ( M1054 ) 850 Packaged Lamella Clarified Type Wtp With Mgf Capacity In Mld. 851 0.2 852 0.3 853 0.4 854 0.5 855 0.6 856 Pumps ( M1055 ) 857 Supplying100 Mm Dia Submersible Pump Sets Confirming To Is 8034 And Motor Confirming To Is 9283. Pump Shall Be Suitable For Various Delivery Head And Discharge With Stainless Steel Pump Shaft And Polypropylene / Noryl Impeller. Motor Suitable For Working On 415V+10%, 3Ph, 50 Hz, A.C. Supply With Cable Guard, Thrust Carbon / Fiber Bearing To Withstand Entire Hydraulic Thrust, Water Proof Winding Shall Be Provided. The Pump Set Shall Be Suitable For Direct Coupling. Pump Shall Have Suitable Outlet As Per Manufacturers Design. Anti Thrust Stream Lined Non Return Valve Shall Be Provided With Pump. 3 Meter Submersible Copper Conductor Cable In Single / Double Run Shall Be Provided With Each Pump. 858 Submersible Pump Set 100 Mm Dia ( With Polypropylene / Noryl Impeller ) Up To 20 Stages 859 1 H.P. 860 1.5Hp 861 2 Hp 862 2.5 Hp 863 3.0 Hp 864 4.0 Hp 865 5.0 Hp 866 Supply Rate Should Be Increased By Rs 200 / - Per Stage For Pump With More Than 20 Stages 867 Submersible Pump 150 Mm Dia ( With Bronze Impeller ) Up To 8 Stages 868 1.5 Hp 869 2.0 Hp 870 3.0 Hp 871 4.0 Hp 872 5.0 Hp 873 6.0 Hp 874 7.5 Hp 875 Supply Rate Should Be Increased By Rs 600 / - Per Stage For Pump With More Than 8 Stages 876 Submersible Pump 150 Mm Dia ( With Bronze Impeller ) Up To 12 Stages 877 8.0 Hp 878 9.0 Hp 879 10.0 Hp 880 11.0 Hp 881 12.5 Hp 882 15.0 Hp 883 Supply Rate Should Be Increased By Rs 600 / - Per Stage For Pump With More Than 12 Stages 884 Submersible Pump 150 Mm Dia ( With Bronze Impeller ) Up To 20 Stages 885 17.5 Hp 886 20.0 Hp 887 25 Hp 888 1 ) Supply Rate Should Be Increased By Rs 600 / - Per Stage For Pump With More Than 20 Stages For Bore Well Only. 889 For Other Use 200 Mm Dia Pump Shall Be Preferred Over 150 Mm Dia With More Than 20 Stage Pump. 890 2 ) For 150 Mm Dia Energy Efficient Pumps Add As Below 891 A. Up To 8 Stages :- 3% On Supply Rate 892 B. Up To 12 Stages :- 4% On Supply Rate 893 C. Up To 15 Stages :- 5% On Supply Rate 894 Pressure Gauge ( M1056 ) 895 Providing Fabricating, Testing And Commisioning Pressure Vessel Fabricating In M.S Plate On Providing Foundation Including Epoxy Paint 896 Pressure Gauge ( 100 Mm Dia ) 897 Pressure Gauge ( 150 Mm Dia ) 898 Vacuum / Combination Gauge 899 Supplyingvacuum Gauge / Combination Gauge Of Required Range Complete With Syphon Tube, Isolating Cock Suitable For 12 Mm Dia G.I. Pipe. 900 Vacuum / Combination Gauge – 100 Mm Dia 901 Vacuum / Combination Gauge – 150 Mm Dia 902 Lifting Equipment ( M1057 ) 903 Chain Pulley Block 904 Supplyingtriple Spur Gear Type Chain Pulley Block Suitable For Capacity As Below With 3 M Lift Complete With Load Chain And Hand Chain Suitable For Above Lift, Tested To 50% Over Load As Per Is 3832 Carrying Isi Mark. 905 1 Tonne Capacity 906 2 Tonne Capacity 907 3 Tonne Capacity 908 Hand Operated Circular Or Rectangular Travelling Crane ( Single Girder ) 909 Supplyingsingle Girder Hand Operated Circular / Rectangular Travelling Crane With 6 M Lift Complete With Chain Pulley Block Isi Marked And Travelling Trolley Both Tested For 50% Overload Including Arrangement For Longitudinal Travel / Circular Travel And Cross Travel With Wheel, Hand Chain, Etc Complete. 910 3 Tonne Capacity 911 Up To 5 M Span 912 Above 5 M Up To 6 M Span 913 Above 6 M Up To 8 M Span 914 5 Tonne Capacity 915 Up To 5 M Span 916 Above 5 M Up To 6 M Span 917 Above 6 M Up To 8 M Span 918 Above 8 M Up To 10 M Span 919 Electric Operated Circular Or Rectangular Travelling Crane ( Single Girder ) 920 Supplying Single Girder Electrically Operated Rectangular Over Head Travelling Crane With 6 M Lift Complete With Wire Rope Hoist, Class Ii Duty, All Three Motions Electrically Operated By Suitable Rating Motor Ip 54, Control Panel And Down Pendant Control Block. 921 5 Tonne Capacity 922 Above 6 M Up To 8 M Span 923 Above 8 M Up To 10 M Span 924 7.5 Tonne Capacity 925 Above 6 M Upto 8 M Span 926 Above 8 M Up To 10 M Span 927 10 Tonne Capacity 928 Above 6 M Up To 8 M Span 929 Above 8 M Up To 10 M Span 930 Square Bar / Rail 931 Providing, Erecting And Fixing Square Bar Of En 8 As Rail For Over Head Crane On Provided Track, Girder / Continuous Corbel Beam, Including Supporting Plate And “J” Bolts. 932 50 X 50 Mm ( En 8 ) 933 40 X 40 Mm ( En 8 ) 934 Lightening Arrester, Ab Switch, Insulators ( M1058 ) 935 Lightening Arrestor 936 Supplying, Erecting Approved Make Thyrite Type Lightening Arrestor Suitable For H.T. Supply With Necessary Ancillary Material Complete On Provided Cross Arm And Connected To Overhead Line. 937 Suitable For 11 Kv Supply, Distribution Class 938 Suitable For 22 Kv Supply, Distribution Class 939 Suitable For 33 Kv Supply, Station Class 940 Disc Insulator 941 Supplying, Erecting Porcelain Disc Type Insulators With Hardware Fittings Suitable For H.T. Overhead Line Complete Erected With Nuts And Bolts On Provided Cross Arm 942 Suitable For 11Kv Line 943 Suitable For 33Kv Line 944 Pin Insulator 945 Supplying, Erecting Porcelain Pin Type Insulators With Hardware Fittings Suitable For H.T. Overhead Line Complete Erected With Nuts And Bolts On Provided Cross Arm 946 Suitable For 11Kv Line 947 Suitable For 33Kv Line 948 Air Break Switch Without Earth Switch 949 Supplying, Erecting Approved Make H.T. Outdoor Type Gang Operated Air Break Triple Pole Switch Of Required Capacity With 3 Post / Pin Type Insulator Per Phase , Mounted In Horizontal Or Vertical Position On Provided Cross Arm With Adequate Length Of G.I. Pipe For Operating Handle Erected On Extended Square Shaft. The Operating Handle Provided With Lock And Key At Suitable Height From Ground With Necessary Clamps 950 Suitable For 11Kv Line 951 Rocking / Tilting Type 952 Rotating Type 953 Suitable For 33Kv Line 954 Rocking / Tilting Type 955 Rotating Type 956 Air Break Switch With Earth Switch 957 Supplying, Erecting Approved Make H.T. Outdoor Type Gang Operated Air Break Triple Pole Switch With Earth Switch Of Required Capacity With 3 Post / Pin Type Insulator Per Phase , Mounted In Horizontal Or Vertical Position On Provided Cross Arm With Adequate Length Of G.I. Pipe For Operating Handle Erected On Extended Square Shaft. The Operating Handle Provided With Lock And Key At Suitable Height From Ground With Necessary Clamps 958 Suitable For 11Kv Line 959 Rotating Type 960 Suitable For 33Kv Line 961 Rotating Type 962 Drop Out Fuse ( Channel Mounted ) 963 Supplying, Erecting Approved Make Out Door Type Drop Out Fuse Channel Type With Insulator Complete With Fuse Holders Fuse Barrel With Metal Fittings, Fuse Element, With Working Currentup To 50 Amp, Capacity Completeerected On Provided Cross Arm, Each Set Comprising 3 Units 964 Suitable For 11 Kv Line 965 Suitable For 33 Kv Line 966 Horn Gap Fuse ( Channel Mounted ) 967 Supplying, Erecting Approved Make Out Door Type Horn Gap Type Fuse With Insulator, Fuse Element, With Working Current Up To 50 Amp, Capacity Complete Erected On Provided Cross Arm, Each Set Comprising 3 Units 968 Suitable For 11 Kv Line 969 Suitable For 33 Kv Line 970 Transformer ( M1059 ) 971 Power Transformer ( With Off Load Tap Changer ) Any Isi Mark 972 Supplyingoutdoor Type Copper Wound Transformer Continuously Rated For 3Ph, 50 Hz, At Full Load And Temp. Rise Not Exceeding 450 C By Thermometer In Oil And 500 C By Theresistance In Winding After Continuous Run At Full Load Rating, Thetransformer Should Have Oil Immersed Winding Having Vector Group Dy11, Ht Side Connected In Delta And Lt Side Connected In Star With Neutral Brought Out Connected To Provideseparateearthing. The Transformer Shall Have Power Terminal Arrangement, Bushing / Cable End Box On Ht Side And Cable End Box On Lt Side. 2 Nos Channels With Stoppers Shall Be Provided And Fixed On The Provided Plinth For Mounting The Transformer. The Transformer Should Have Following Standard Fittings. Transformer Shall Be Latest Manufacturing Standards As Per Amended Is Specifications And The Load & No Load Losses Shall Be Limited To The Values Given Below Or As Per Is Or Norms Issued By Seb Which Ever Are Lower- 973 1. Oil Conservator With Filling Hole With Cap And Plain Oil Level Gauge. 974 2. Silica Gel Dehydrating Breather Charged With Silica Gel. 975 3. Oil Drain Valve 976 4. Oil Filter Valve 977 5. Lifting Eyes / Hooks 978 6. Two Earthing Terminals 979 7. Diagram And Rating Plate 980 8. Air Vent 981 9. Explosion Vent 982 10. 100Mm Dia Thermo Meter With Thermometer Pocket 983 11. Four Bi Directional Plain Roller. 984 Power Transformer 11000 / 433 Volts With Off Load Tap Changer – 12.5% To +2.5% In Steps Of 2.5% As Per Bis Level-2. 985 63 Kva ( No Load Loss 180W And Load Loss 1235W ) 986 100 Kva ( No Load Loss 260W And Load Loss 1760W ) 987 160Kva ( No Load Loss 260W And Load Loss 1760W ) 988 200Kva ( No Load Loss 500W And Load Loss3000w ) 989 250Kvaa ( No Load Loss 550W And Load Loss3600w ) 990 315Kva ( No Load Loss 580W And Load Loss 4200W ) 991 400 Kva ( No Load Loss 715W And Load Loss 5000W ) 992 500 Kva ( No Load Loss 850W And Load Loss 5800W ) 993 630 Kva ( No Load Loss 1000W And Load Loss 7000W ) 994 750 Kva ( No Load Loss 1500W And Load Loss 8000W ) 995 Power Transformer ( With On Load Tap Changer ) 996 Supplyingoutdoor Type Copper Wound Transformer Continuously Rated For 3Ph, 50 Hz, At Full Load And Temp. Rise Not Exceeding 450 C By Thermometer In Oil And 500 C By Theresistance In Winding After Continuous Run At Full Load Rating, Thetransformer Should Have Oil Immersed Winding Having Vector Group Dy11, Ht Side Connected In Delta And Lt Side Connected In Star With Neutral Brought Out Connected To Provideseparateearthing. The Transformer Shall Have Power Terminal Arrangement, Bushing / Cable End Box On Ht Side And Cable End Box On Lt Side. 2Nos Channels With Stoppers Shall Be Provided And Fixed On The Provided Plinth For Mounting The Transformer. The Transformer Should Have Following Standard Fittings. The Oltc Should Be Suitable For Minimum 50 Operations Per Day. Transformer Shall Be Latest Manufacturing Standards As Per Amended Is Specifications And The Load & No Load Losses Shall Be Limited To The Values Given Below Or As Per Is Or Norms Issued By Seb Which Ever Are Lower- 997 1. Oil Conservator With Filling Hole With Cap And Plain Oil Level Gauge. 998 2. Silica Gel Dehydrating Breather Charged With Silica Gel. 999 3. Oil Drain Valve 1000 4. Oil Filter Valve 1001 5. Lifting Eyes / Hooks 1002 6. Two Earthing Terminals 1003 7. Diagram And Rating Plate 1004 8. Air Vent 1005 9. Explosion Vent 1006 10. 100Mm Dia Thermo Meter With Thermometer Pocket 1007 11. Four Bi Directional Plain Roller. 1008 12. Buchholz Relay 1009 13. Resistance Temp. Detector 1010 14. Marshalling Box 1011 15. Automatic Voltage Regulator ( Avr ) 1012 16. Remote Tap Changing Controller ( Rtcc ) 1013 Transformer 11000 / 433 Volts Withon Load Tap Changer – 15% To +5% In Steps Of 1.25% With Rtcc, Avr And Marshalling Box And Other Specification As Per Bis Level-2. 1014 750 Kva 1015 1000 Kva 1016 1250 Kva 1017 1600 Kva 1018 2000 Kva 1019 Motors ( M1060 ) 1020 Foot Mounted Motors Tefc 1500 Rpm 1021 Supplyingfoot Mounted Tefc 1500 Rpm, Squirrel Cage Induction Motor, Conforming To Is 325 Having Continuous Rating Suitable For Operation At 415 Volts + / -10%, 3 Phase, 50 Hz + / -3% With “F” Class Insulation Temperature Rise Limited To Class “B” Insulation. Motors Conform To Is-12615 With Efficiency Level Ie3 And Provided With Enclosure Protection Class Ip-55. 1022 15 Kw ( 20 Hp ) 1023 18.5 Kw ( 25 Hp ) 1024 22 Kw ( 30 Hp ) 1025 30 Kw ( 40 Hp ) 1026 37 Kw ( 50 Hp ) 1027 45 Kw ( 60 Hp ) 1028 55 Kw ( 75 Hp ) 1029 75 Kw ( 100 Hp ) 1030 90 Kw ( 120 Hp ) 1031 110 Kw ( 150 Hp ) 1032 132Kw ( 180Hp ) 1033 160Kw ( 215 Hp ) 1034 250Kw ( 335 Hp ) 1035 Foot Mounted Motor Tefc 1500 Rpm 1036 0.75 Kw ( 1Hp ) 1037 1.1 Kw ( 1.5 Hp ) 1038 1.5 Kw ( 2 Hp ) 1039 2.2 Kw ( 3 Hp ) 1040 3.7 Kw ( 5 Hp ) 1041 5.5 Kw ( 7.5 Hp ) 1042 7.5 Kw ( 10 Hp ) 1043 9.3 Kw ( 12.5 Hp ) 1044 11 Kw ( 15 Hp ) 1045 Aluminium Cable ( M1061 ) 1046 Cable 1047 Aluminium Conductor Three Core, Xlpe / Pvc Insulated & Armoured Cable . 1048 Supplyingxlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Aluminium Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1049 3 Core 2.5 Sq Mm 1050 3 Core 4 Sq Mm 1051 3 Core 6 Sq Mm 1052 3 Core 10 Sq Mm 1053 3 Core 16 Sq Mm 1054 3 Core 25 Sq Mm 1055 3 Core 35 Sq Mm 1056 3 Core 50 Sq Mm 1057 3 Core 70 Sq Mm 1058 3 Core 95 Sq Mm 1059 3 Core 120 Sq Mm 1060 3 Core 150 Sq Mm 1061 3 Core 185 Sq Mm 1062 3 Core 240 Sq Mm 1063 3 Core 300 Sq Mm 1064 3 Core 400 Sq Mm 1065 Aluminium Conductor 3.5 Core, Xlpe / Pvc Insulated & Unarmoured Cable 1066 Supplyingxlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark Three And Half Core, Stranded Aluminium Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Completein An Approved Manner. 1067 3.5 Core 25 Sq Mm 1068 3.5 Core 35 Sq Mm 1069 3.5 Core 50 Sq Mm 1070 3.5 Core 70 Sq Mm 1071 3.5 Core 95 Sq Mm 1072 3.5 Core 120 Sq Mm 1073 3.5 Core 150 Sq Mm 1074 3.5 Core 185 Sq Mm 1075 3.5 Core 240 Sq Mm 1076 3.5 Core 300 Sq Mm 1077 3.5 Core 400 Sq Mm 1078 Ht Aluminium Three Core 3.3 Kve Cable Xlpe Insulated 1079 Supplying Ht Aluminium Three Core Cable Xlpe Insulated , Insulation Screened With Extruded Semi Conducting Compound In Combination With Copper Tape ( 0.3 Ka For 1 Sec. ) Cores Laidup Inner Sheath Of Pvc Tape , Galvanised Steel Flat Strip Armoured, And Overall Pvc Sheathed Cable Conforming To Is :7098 / Ii / 85 With Latest Amendments 1080 3 Core 35 Sq Mm 1081 3 Core 50 Sq Mm 1082 3 Core 70 Sq Mm 1083 3 Core 95 Sq Mm 1084 3 Core 120 Sq Mm 1085 3 Core150sq Mm 1086 3 Core 185 Sq Mm 1087 3 Core 240Sq Mm 1088 3 Core 300 Sq Mm 1089 3 Core 400 Sq Mm 1090 Ht Aluminium Three Core 6.6 Kv ( Ue ) / 11Kv Ecable Xlpe Insulated 1091 Supplying Ht Aluminium Three Core Cable Xlpe Insulated , Insulation Screened With Extruded Semi Conducting Compound In Combination With Copper Tape ( 0.3 Ka For 1 Sec. ) Cores Laidup Inner Sheath Of Pvc Tape , Galvanised Steel Flat Strip Armoured, And Overall Pvc Sheathed Cable Conforming To Is :7098 / Ii / 85 With Latest Amendments 1092 3 Core 35 Sq Mm 1093 3 Core 50 Sq Mm 1094 3 Core 70 Sq Mm 1095 3 Core 95 Sq Mm 1096 3 Core 120 Sq Mm 1097 3 Core150sq Mm 1098 3 Core 185 Sq Mm 1099 3 Core 240Sq Mm 1100 3 Core 300 Sq Mm 1101 3 Core 400 Sq Mm 1102 Ht Aluminium Three Core 11Kv ( Ue ) Cable Xlpe Insulated 1103 Supplying Ht Aluminium Three Core Cable Xlpe Insulated , Insulation Screened With Extruded Semi Conducting Compound In Combination With Copper Tape ( 0.3 Ka For 1 Sec. ) Cores Laidup Inner Sheath Of Pvc Tape , Galvanised Steel Flat Strip Armoured, And Overall Pvc Sheathed Cable Conforming To Is :7098 / Ii / 85 With Latest Amendments 1104 3 Core 35 Sq Mm 1105 3 Core 50 Sq Mm 1106 3 Core 70 Sq Mm 1107 3 Core 95 Sq Mm 1108 3 Core 120 Sq Mm 1109 3 Core150sq Mm 1110 3 Core 185 Sq Mm 1111 3 Core 240Sq Mm 1112 3 Core 300 Sq Mm 1113 3 Core 400 Sq Mm 1114 Aluminium Conductor Three Core, Xlpe / Pvc Insulated & Unarmoured Cable . 1115 Supplyingxlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Aluminium Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1116 3 Core 4 Sq Mm 1117 3 Core 6 Sq Mm 1118 3 Core 10 Sq Mm 1119 3 Core 16 Sq Mm 1120 3 Core 25 Sq Mm 1121 3 Core 35 Sq Mm 1122 3 Core 50 Sq Mm 1123 3 Core 70 Sq Mm 1124 3 Core 95 Sq Mm 1125 3 Core 120 Sq Mm 1126 3 Core 150 Sq Mm 1127 3 Core 185 Sq Mm 1128 3 Core 240 Sq Mm 1129 3 Core 300 Sq Mm 1130 3 Core 400 Sq Mm 1131 Copper Cable ( M1062 ) 1132 Cable 1133 3 Core Pvc Insulated, Pvc Sheathed Copper Conductor Flat Submersible Cable . 1134 Supplying , Flat Flexible Submersible Cable With, Copper Conductor, Pvc Insulated, And Pvc Sheathed . 1135 3 Core 1.5 Sq Mm 1136 3 Core 2.5 Sq Mm 1137 3 Core 4 Sq Mm 1138 3 Core 6 Sq Mm 1139 3 Core 10 Sq Mm 1140 3 Core 16 Sq Mm 1141 3 Core 25 Sq Mm 1142 3 Core 35 Sq Mm 1143 Copper Conductor Three Core, Xlpe / Pvc Insulated & Unarmoured Cable . 1144 Supplyingxlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1145 3 Core 1.5 Sq Mm 1146 3 Core 2.5 Sq Mm 1147 3 Core 4 Sq Mm 1148 3 Core 6 Sq Mm 1149 3 Core 10 Sq Mm 1150 3 Core 16 Sq Mm 1151 3 Core 25 Sq Mm 1152 3 Core 35 Sq Mm 1153 3 Core 50 Sq Mm 1154 3 Core 70 Sq Mm 1155 3 Core 95 Sq Mm 1156 Copper Conductor 3.5 Core, Xlpe / Pvc Insulated & Armoured Cable . 1157 Supplyingxlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark 3.5 Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Completein An Approved Manner. 1158 3.5 Core 1.5 Sq Mm 1159 3.5 Core 2.5 Sq Mm 1160 3.5 Core 4 Sq Mm 1161 3.5 Core 6 Sq Mm 1162 3.5 Core 10 Sq Mm 1163 3.5 Core 16 Sq Mm 1164 3.5 Core 25 Sq Mm 1165 3.5 Core 35 Sq Mm 1166 3.5 Core 50 Sq Mm 1167 3 .5 Core 70 Sq Mm 1168 3.5 Core 95 Sq Mm 1169 3.5 Core 120 Sq Mm 1170 3 .5 Core150sq Mm 1171 3.5 Core 185 Sq Mm 1172 3.5 Core 240Sq Mm 1173 3.5 Core 300 Sq Mm 1174 3.5 Core 400 Sq Mm 1175 Copper Conductor 3.5 Core Xlpe / Pvcunarmoured 1176 Supplyingxlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark 3.5 Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1177 3.5Core 25 Sq Mm 1178 3.5Core 35 Sq Mm 1179 3.5 Core 50 Sq Mm 1180 3.5 Core 70 Sq Mm 1181 3.5 Core 95 Sq Mm 1182 3.5 Core 120 Sq Mm 1183 3.5 Core150sq Mm 1184 3.5 Core 185 Sq Mm 1185 3.5 Core 240Sq Mm 1186 3.5 Core 300 Sq Mm 1187 3.5 Core 400 Sq Mm 1188 Copper Conductor Three Core, Xlpe / Pvc Insulated & Armoured Cable . 1189 Supplyingxlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1190 3 Core 1.5 Sq Mm 1191 3 Core 2.5 Sq Mm 1192 3 Core 4 Sq Mm 1193 3 Core 6 Sq Mm 1194 3 Core 10 Sq Mm 1195 3 Core 16 Sq Mm 1196 3 Core 25 Sq Mm 1197 3 Core 35 Sq Mm 1198 3 Core 50 Sq Mm 1199 3 Core 70 Sq Mm 1200 3 Core 95 Sq Mm 1201 3 Core 120 Sq Mm 1202 3 Core 150Sq Mm 1203 3Core 185 Sq Mm 1204 3 Core 240 Sq Mm 1205 3 Core 300 Sq Mm 1206 3 Core 400 Sq Mm 1207 Foot Valve ( M1063 ) 1208 Foot Valve 1209 Supplying C.I. Foot Valve Having Single Leather Flap And Gunmetal Seating. Valve Shall Be Fixed On Suction Side Of Pump As Per Requirement Including Jointing Material And Hardware. 1210 Flanged Type 1211 50 Mm 1212 65 Mm 1213 80 Mm 1214 100 Mm 1215 125 Mm 1216 150 Mm 1217 Aircircuit Breaker ( M1064 ) 1218 Acbbreaking Capacity 50Ka Thermal Magnetic Manual Draw Out Type 3 Pole 1219 630A 1220 800A 1221 1000A 1222 1250A 1223 1600A 1224 2000A 1225 Starter ( M1065 ) 1226 D.O.L. Starter With Ss Enclosure With 380 / 415 Volt Coil 1227 7.5 H.P. 1228 10 H.P. 1229 Supplyingfully Automatic Star Delta Starter To Operate Induction Motor Working On415v, 3Phase, 50 Hz With No Volt Coil, Over Load Element, On-Off Push Buttons, With Necessary Materials And Connected To Supply, Etc Complete Starter With Original Sheet Steel Encloser 1230 F.A.S.D Starter 1231 10.0 H.P. 1232 15 H.P. 1233 20 H.P. 1234 25 H.P. 1235 35 H.P. 1236 40 Hp 1237 50 Hp 1238 75 H.P. 1239 100 H.P. 1240 125 H.P. 1241 150 H.P. 1242 250 H.P. 1243 Servo Controlled Automatic Voltage Stabilizer ( M1066 ) 1244 Providing, Erecting Servo Controlled Automatic Voltage Stabiliser Suitable For Out Put Voltage Of 415 Volt + / -1%, 3 Ph, 50 Hz, With Copper Wound Transformer ( Air / Oil Cooled ) As Mentioned Below. The Stabilizer Shall Function Satisfactorily Even If Incoming Supply Is Unbalanced Between Phases Within Range Of 10%. The Stabilizer Should Be Constructed In Cubical Box, With Bidirectional Wheels For Easy Handling, Necessary Monitors And Users Controls On Front Panel Such As Indication, Alarm, Volt Meter And Selector Switch For Measuring Input And Out Put Voltage, Auto / Manual Selector Switch, Raise / Low Push Buttons Etc. Suitable Capacity Termination Strips And Bus Bars For Incoming And Out Going Cable Should Be Provided. All Three Phases Shall Be Independently Monitored And Corrected. Following Protections And Indications Shall Be Incorporated Over Voltage / Under Voltage Single Phasing Cut Off Contactor With Electronic Output Sensing Unit 1245 Servo Controlled Automatic Voltage Stabiliser ( Out Put 415 + / -1% ) Input 150 To 450 Volt 1246 20 Kva Air Cooled 1247 25 Kva Air Cooled 1248 30 Kva Air Cooled 1249 40 Kva Air Cooled 1250 50 Kva Oil Cooled 1251 60 Kva Oil Cooled 1252 75 Kva Oil Cooled 1253 100 Kva Oil Cooled 1254 125 Kva Oil Cooled 1255 Servo Controlled Automatic Voltage Stabiliser ( Out Put 415 + / -1% ) Input 280 To 460 Volt 1256 15 Kva Air Cooled 1257 20 Kva Air Cooled 1258 25 Kva Air Cooled 1259 30 Kva Air Cooled 1260 40 Kva Air Cooled 1261 50Kva Air Cooled 1262 60 Kva Oil Cooled 1263 75Kva Oil Cooled 1264 100 Kva Oil Cooled 1265 125 Kva Oil Cooled 1266 150 Kva Oil Cooled 1267 200Kva Oil Cooled 1268 250Kva Oil Cooled 1269 300 Kva Oil Cooled 1270 400 Kva Oil Cooled 1271 Termination Kit ( M1067 ) 1272 Providing And Errecting In-Door Type Termination Kit, For 3.3Kv / 6.6 Kv / 11Kv / 22Kv / 33Kv Xlpe Screened 3 Core Cable 1273 In-Door Termination Kit For 3.3Kv ( E / Ue ) / 6.6 Kv ( E ) Xlpe 3 Core Cable 1274 25-50 Mm2 1275 70-120 Mm2 1276 150-185 Mm2 1277 240-400 Mm2 1278 Out-Door Termination Kit For 3.3 ( E / Ue ) / 6.6 Kv ( E ) Xlpe 3 Core Cable 1279 25-50 Mm2 1280 70-120 Mm2 1281 150-185 Mm2 1282 240-400 Mm2 1283 Straight Through Joint For 3.3Kv ( E / Ue ) / 6.6 Kv ( E ) Xlpe 3 Core Cable 1284 25-50 Mm2 1285 70-120 Mm2 1286 150-185 Mm2 1287 240-300 Mm2 1288 In Door Termination Kit For 11Kv ( E ) Xlpe Screened 3 Core Cable 1289 25-50 Mm2 1290 70-120 Mm2 1291 150-185 Mm2 1292 240-400 Mm2 1293 Out Door Termination Kit For 11Kv ( E ) Xlpe Screened 3 Core Cable 1294 25-50 Mm2 1295 70-120 Mm2 1296 150-185 Mm2 1297 240-400 Mm2 1298 Straight Through Joint For 11 Kv ( E ) Xlpe Screened 3 Core Cable 1299 25-50 Mm2 1300 70-120 Mm2 1301 150-185 Mm2 1302 240-300 Mm2 1303 In Door Termination Kit For 22Kv ( E ) Xlpe Screened 3 Core Cable 1304 25-50 Mm2 1305 70-120 Mm2 1306 150-185 Mm2 1307 240-400 Mm2 1308 Out Door Termination Kit For 22Kv ( E ) Xlpe Screened 3 Core Cable 1309 25-50 Mm2 1310 70-120 Mm2 1311 150-185 Mm2 1312 240-400 Mm2 1313 Straight Through Joint For 22 Kv ( E ) Xlpe Screened 3 Core Cable 1314 25-50 Mm2 1315 70-95 Mm2 1316 120-150 Mm2 1317 185-240 Mm2 1318 300-400 Mm2 1319 In Door Termination Kit For 33Kv ( E ) Xlpe Screened 3 Core Cable 1320 25-50 Mm2 1321 70-95 Mm2 1322 120-185 Mm2 1323 240-400 Mm2 1324 Out Door Termination Kit For 33 Kv ( E ) Xlpe Screened 3 Core Cable 1325 25-50 Mm2 1326 70-95 Mm2 1327 120-185 Mm2 1328 240-400 Mm2 1329 Straight Through Joint For 33 Kv ( E ) Xlpe Screened 3 Core Cable 1330 35-70 Mm2 1331 95-150 Mm2 1332 185-300 Mm2 1333 400 Mm2
