Procurement Of Rate Of Materials - 1 M079-Polythene Water Storage Tank Of Isi Mark ( E.G Sintex / Sinter / Himgiri / Gangotietc ) With Cover And Locking System 2 M129hdpe Pipes 75Mm Dia 3 M130hdpe Pipes 90Mm Dia 4 M193gi Pipe 50 Mm Dia ( Tata Or

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Procurement Of Rate Of Materials - 1 M079-Polythene Water Storage Tank Of Isi Mark ( E.G Sintex / Sinter / Himgiri / Gangotietc ) With Cover And Locking System 2 M129hdpe Pipes 75Mm Dia 3 M130hdpe Pipes 90Mm Dia 4 M193gi Pipe 50 Mm Dia ( Tata Or Equivalent Make ) 5 M337jute 6 M922g.M. Ferrules 7 ( I ) 8 Mm Dia Wt. Not Less Than 400 Gms 8 ( Ii ) 10 Mm Dia Wt. Not Less Than 400 Gms 9 ( Iii ) 15 Mm Dia Wt. Not Less Than 400 Gms 10 ( Iv ) 20 Mm Dia Wt. Not Less Than 600 Gms 11 ( V ) 25 Mm Dia Wt. Not Less Than 900 Gms 12 M923stop Cocks 13 ( I ) 15 Mm Brass Stop Cock Wt. Not Less Than 300 Gms 14 ( Ii ) 20 Mm Brass Stop Cock Wt. Not Less Than 400 Gms 15 ( Iii ) 25 Mm Brass Stop Cock Wt. Not Less Than 575 Gms 16 ( Iv ) 32 Mm Brass Stop Cock Wt. Not Less Than 850 Gms 17 ( V ) 40 Mm Brass Stop Cock Wt. Not Less Than 1.15 Kg 18 ( Vi ) 50 Mm Brass Stop Cock Wt. Not Less Than 2.15 Kg 19 ( Vii ) 15 Mm Dia C.I. Body Brass Working Part Stop Cock. 20 ( Viii ) 20 Mm Dia C.I. Body Brass Working Part Stop Cock. 21 ( Ix ) 25 Mm Dia C.I. Body Brass Working Part Stop Cock. 22 M924g.M. Full Way Valve 23 ( I ) 15 Mm Dia Wt. Not Less Than 300 Gms Without Wheel 24 ( Ii ) 20 Mm Dia Wt. Not Less Than 400 Gms Without Wheel 25 ( Iii ) 25 Mm Dia Wt. Not Less Than 500 Gms Without Wheel 26 ( Iv ) 32 Mm Dia Wt. Not Less Than 700 Gms Without Wheel 27 ( V ) 40 Mm Dia Wt. Not Less Than 1.0 Kg Without Wheel 28 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.4 Kg Without Wheel 29 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.8 Kg Without Wheel 30 ( Viii ) 80 Mm Dia Wt. Not Less Than 2.5 Kg Without Wheel 31 M925g.M. Non Return Valve Vertical 32 ( I ) 15 Mm Dia Wt. Not Less Than 150 Gms 33 ( Ii ) 20 Mm Dia Wt. Not Less Than 250 Gms 34 ( Iii ) 25 Mm Dia Wt. Not Less Than 375 Gms 35 ( Iv ) 32 Mm Dia Wt. Not Less Than 600 Gms 36 ( V ) 40 Mm Dia Wt. Not Less Than 700 Gms 37 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.0 Kg 38 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.20 Kg 39 ( Viii ) 80 Mm Dia Wt. Not Less Than 1.50 Kg 40 ( Ix ) 100 Mm Dia Wt. Not Less Than 1.80 Kg 41 M926g.M. Non Return Valve Horizontal 42 ( I ) 15 Mm Dia Wt. Not Less Than 150 Gms 43 ( Ii ) 20 Mm Dia Wt. Not Less Than 250 Gms 44 ( Iii ) 25 Mm Dia Wt. Not Less Than 375 Gms 45 ( Iv ) 32 Mm Dia Wt. Not Less Than 600 Gms 46 ( V ) 40 Mm Dia Wt. Not Less Than 700 Gms 47 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.0 Kg 48 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.20 Kg 49 ( Viii ) 80 Mm Dia Wt. Not Less Than 1.50 Kg 50 ( Ix ) 100 Mm Dia Wt. Not Less Than 1.80 Kg 51 M927 Cocks 52 ( I ) 15 Mm Dia G.M. Bib Cock Wt. Not Less Than 300 Gms 53 ( Ii ) 15 Mm Dia Brass Bib Cock Wt. Not Less Than 400 Gms 54 ( Iii ) 15 Mm Dia C.I. Bib Cock Wt. Not Less Than 400 Gms 55 ( Iv ) 15 Mm Dia C.I. Body Brass Working Part Spray Painted Bib Cock Wt. Not Less Than 400 Gms 56 ( V ) 15 Mm Dia C.I. Brass Pillar Cock Cock Wt. Not Less Than 400 Gms 57 ( Vi ) 15 Mm C.I. Plug Cock Ordinary 58 ( Vii ) 15 Mm C.I. Push Cock Ordinary 59 M928chromium Plated Brass Fittings 60 ( I ) C.P. Shower Rose 100 Mm Dia 61 ( Ii ) C.P. Shower Rose 125 Mm Dia 62 ( Iii ) P.V.C. Shower Rose 150 Mm Dia 63 ( Iv ) P.V.C Shower Rose 125 Mm Dia 64 M929connection Pipe 65 ( I ) 15 Mm Dia X 30 Cm. Long Lead Connection Pipe With Brass Fittings. 66 ( Ii ) 15 Mm Dia X 45 Cm. Long Lead Connection Pipe With Brass Fittings. 67 ( Iii ) 15 Mm Dia X 30 Cm. Long Pvc Connection Pipe With Brass Fittings. 68 ( Iv ) 15 Mm Dia X 45 Cm. Long Pvc Connection Pipe Withbrass Fittings. 69 M930g.I. Fittings ( Conforming To I.S. - 1879 ) Isi Marked 70 [ A ] G.I. Bend 71 ( I ) 15 Mm 72 ( Ii ) 20 Mm 73 ( Iii ) 25 Mm 74 ( Iv ) 32 Mm 75 ( V ) 40 Mm 76 ( Vi ) 50 Mm 77 ( Vii ) 65 Mm 78 ( Viii ) 80 Mm 79 ( Ix ) 100 Mm 80 ( X ) 125 Mm 81 ( Xi ) 150 Mm 82 [ B ] Elbow Of The Following Sizes 83 ( I ) 15 Mm 84 ( Ii ) 20 Mm 85 ( Iii ) 25 Mm 86 ( Iv ) 32 Mm 87 ( V ) 40 Mm 88 ( Vi ) 50 Mm 89 ( Vii ) 65 Mm 90 ( Viii ) 80 Mm 91 ( Ix ) 100 Mm 92 ( X ) 125 Mm 93 ( Xi ) 150 Mm 94 [ C ] Tee Plain Of The Following Sizes 95 ( I ) 15 Mm 96 ( Ii ) 20 Mm 97 ( Iii ) 25 Mm 98 ( Iv ) 32 Mm 99 ( V ) 40 Mm 100 ( Vi ) 50 Mm 101 ( Vii ) 65 Mm 102 ( Viii ) 80 Mm 103 ( Ix ) 100 Mm 104 ( X ) 125 Mm 105 ( Xi ) 150 Mm 106 [ D ] Reducing Tee Plain Of The Following Sizes ( Taking Larger Dimension ) 107 ( I ) 20 Mm 108 ( Ii ) 25 Mm 109 ( Iii ) 32 Mm 110 ( Iv ) 40 Mm 111 ( V ) 50 Mm 112 ( Vi ) 65 Mm 113 ( Vii ) 80 Mm 114 ( Viii ) 100 Mm 115 ( Ix ) 125 Mm 116 ( X ) 150 Mm 117 [ E ] Socket Plain Of The Following Size ( Taking Larger Dimension ) 118 ( I ) 15 Mm 119 ( Ii ) 20 Mm 120 ( Iii ) 25 Mm 121 ( Iv ) 32 Mm 122 ( V ) 40 Mm 123 ( Vi ) 50 Mm 124 ( Vii ) 65 Mm 125 ( Viii ) 80 Mm 126 ( Ix ) 100 Mm 127 ( X ) 125 Mm 128 ( Xi ) 150 Mm 129 [ F ] Reducing Socket Plain Of The Following Sizes ( Taking Larger Dimension ) 130 ( I ) 20 Mm 131 ( Ii ) 25 Mm 132 ( Iii ) 32 Mm 133 ( Iv ) 40 Mm 134 ( V ) 50 Mm 135 ( Vi ) 65 Mm 136 ( Vii ) 80 Mm 137 ( Viii ) 100 Mm 138 ( Ix ) 125 Mm 139 ( X ) 150 Mm 140 [ G ] Union Socket Of The Following Sizes 141 ( I ) 15 Mm 142 ( Ii ) 20 Mm 143 ( Iii ) 25 Mm 144 ( Iv ) 32 Mm 145 ( V ) 40 Mm 146 ( Vi ) 50 Mm 147 ( Vii ) 65 Mm 148 ( Viii ) 80 Mm 149 ( Ix ) 100 Mm 150 ( X ) 125 Mm 151 ( Xi ) 150 Mm 152 [ H ] Plugs Of The Following Sizes 153 ( I ) 15 Mm 154 ( Ii ) 20 Mm 155 ( Iii ) 25 Mm 156 ( Iv ) 32 Mm 157 ( V ) 40 Mm 158 ( Vi ) 50 Mm 159 ( Vii ) 65 Mm 160 ( Viii ) 80 Mm 161 ( Ix ) 100 Mm 162 ( X ) 125 Mm 163 ( Xi ) 150 Mm 164 [ I ] Jam Nuts Of The Following Sizes 165 ( I ) 15 Mm 166 ( Ii ) 20 Mm 167 ( Iii ) 25 Mm 168 ( Iv ) 32 Mm 169 ( V ) 40 Mm 170 ( Vi ) 50 Mm 171 ( Vii ) 65 Mm 172 ( Viii ) 80 Mm 173 ( Ix ) 100 Mm 174 ( X ) 125 Mm 175 ( Xi ) 150 Mm 176 [ J ] G.I. Nipple Of The Following Sizes 177 ( I ) 15 Mm Dia X 100 Mm Long 178 ( Ii ) 20 Mm Dia X 100 Mm Long 179 ( Iii ) 25 Mm Dia X 100 Mm Long 180 ( Iv ) 32Mm Dia X 100 Mm Long 181 ( V ) 40 Mm Dia X 100 Mm Long 182 ( Vi ) 50 Mm Dia X 100 Mm Long 183 ( Vii ) 65 Mm Dia X 100 Mm Long 184 ( Viii ) 80 Mm Dia X 100 Mm Long 185 ( Ix ) 100 Mm Dia X 100 Mm Long 186 [ K ] G.I. Pipes Midium ( Tata Mark ) Or Equivalent As Per Is-1239 ( Part-01 ) / 2004 Isi Marked / Medium Quality 187 ( I ) 15 Mm Dia 188 ( Ii ) 20 Mm Dia 189 ( Iii ) 25 Mm Dia 190 ( Iv ) 32 Mm Dia 191 ( V ) 40 Mm Dia 192 ( Vii ) 65 Mm Dia 193 M931mirrors 194 ( 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 195 ( B ) -Do- 450 Mm X 300 Mm -Do- 196 M932 ( A ) Glass Shelf 600 Mm X 125 Mm With C.P. Brass Rail 197 ( B ) -Do- 450 Mm X 125 Mm -Do- 198 M933 ( A ) C.P. Brass Towel Rail 20 Mm X 600 Mm With Bracket All Complete 199 ( B ) Anodized Aluminum 20 Mm X 600 Mm Towel Rail Complete With Brackets 200 M934c.P. Brass Soap Dish Medium Quality With Screw Andhinges Etc. 201 M935c.P. Liquid Soap Solution Holder 202 M936vitreous White Glazed Indian Water Closet Of Hindustan / Parry Ware / Cera / Naycer Or Anyotherequivalent Make 203 ( A ) 580 Mm Long 204 ( B ) 510 Mm Long 205 ( C ) 450 Mm Long 206 ( D ) 510 Mm Long White Glazed Fiber I.W.C 207 M937pair Of Vetreous White Glazed Foot Rest Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 208 M93815 Liters Capacity Pull And Let Go High Level C.I. Cistern Complete With Ball Cock And A Pair Of Bracket 209 M939 ( A ) 12.5 Liters Lowdown C.I. Cistern 210 ( B ) 10.0 Liters Capacity P.V.C. Low Design Cistern 211 M940 ( A ) White Glazed Vitreous E.W.C With P Trap Orany Other Equivalent Make 212 ( B ) E.W.C With S Trap 400 Mm High Of Hindustan / Parry Ware / Cera / Naycear Or Any Other Equivalent Make 213 ( C ) Black / White Plastic Seat For E.W.C -Do- As Above. 214 M941 ( 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 215 ( B ) -Do- Squatting Small 450 Mm X 350 Mm 216 ( C ) -Do- Squatting Large 600 Mm X 350 Mm 217 ( D ) White Glazed Vitreous Earthen Ware Urinal Standing Corner Size 600 Mm X 350 Mm Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 218 ( E ) Partition Plate For Urinal 25 X 13 Size 219 ( F ) 5 Liters C.I. Automatic Cistern With All P.V.C Fittings 220 M942white Glazed Vitreous Wash Hand Basin 550 Mm X 400Mm Size Of Hindustan / Parryware / Cera / Naycer Or Any Otherequivalent Make 221 M943white Glazed Vitreous Earthen Ware Kitchensinks Of Hindustan / Parryware / Cera / Nayceror Any Other Equivalent Make 222 ( A ) Kitchen Sink 600 Mm X 450 Mm X 200 Mm ( 24 X 18 X 8 ) 223 ( B ) Kitchen Sink 600 Mm X 450 Mm X 250 Mm ( 24 X 18 X 10 ) 224 ( C ) Lab Sink 450 Mm X 300 Mm X 150 Mm ( 18 X 12 X 6 ) 225 ( D ) Lab Sink 300 Mm X 250 Mm X 150 Mm ( 12 X 10 X 6 ) 226 M944drain Board 227 ( A ) 600 Mm X 450 Mm ( 24 X 18 ) 228 ( B ) 525 Mm X 450 Mm ( 21 X 18 ) 229 M945h.C.I. Pipes 230 ( A ) 50 Mm Dia Single Socket 6-0 ( With Ear Weight 13 Kg ) 231 ( B ) 80 Mm Dia Single Socket 6-0 ( With Ear Weight 18 Kg ) 232 ( C ) 100 Mm Dia Single Socket 6-0 ( With Ear Weight 23 Kg ) 233 ( D ) 150 Mm Dia Single Socket 6-0 ( With Ear Weight 30 Kg ) 234 ( E ) 50 Mm Dia Double Socket 6-0 ( With Ear Weight 14 Kg ) 235 ( F ) 80 Mm Dia Double Socket 6-0 ( With Ear Weight 19 Kg ) 236 ( G ) 100 Mm Dia Double Socket 6-0 ( With Ear Weight 25 Kg ) 237 ( H ) 150 Mm Dia Double Socket 6-0 ( With Ear Weight 13 Kg ) 238 ( I ) 50 Mm Dia Single Socket 3-0 ( With Ear Weight 7.25 Kg ) 239 ( J ) 80 Mm Dia Single Socket 3-0 ( With Ear Weight 10.5 Kg ) 240 ( K ) 100 Mm Dia Single Socket 3-0 ( With Ear Weight 13.75 Kg ) 241 ( L ) 150 Mm Dia Single Socket 3-0 With Ear 242 ( M ) 50 Mm Dia Single Socket 2-0 ( With Ear Weight 5.35 Kg ) 243 ( N ) 80 Mm Dia Single Socket2-0 ( With Ear Weight 8.00 Kg ) 244 ( O ) 100 Mm Dia Single Socket 2-0 ( With Ear Weight 10.10 Kg ) 245 ( P ) 150 Mm Dia Single Socket 2-0 With Ear 246 ( Q ) 50 Mm Dia Single Socket 1-0 ( With Ear Weight 3.4 Kg ) 247 ( R ) 80 Mm Dia Single Socket 1-0 ( With Ear Weight 5.50 Kg ) 248 ( S ) 100 Mm Dia Single Socket 1-0 ( With Ear Weight 7.60 Kg ) 249 ( T ) 150 Mm Dia Single Socket 250 M946h.C.I. Fittings. 251 ( I ) Plain Bend Of Following Size 252 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.75 Kg ) 253 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.5 Kg ) 254 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 255 ( D ) 150 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 256 ( Ii ) Bend With Door With Following Size 257 ( A ) 50 Mm Dia ( Wight Without Ear And Socket 2.75 Kg ) 258 ( B ) 80 Mm Dia ( Wight Without Ear And Socket 4.00 Kg ) 259 ( C ) 100 Mm Dia -Do- 5.5 Kg 260 ( D ) 150 Mm Dia -Do- 261 ( Iii ) Single Junction With Door Of Followings Sizes. 262 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 3.75 Kg ) 263 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 6.50 Kg ) 264 ( C ) 100 Mm Dia -Do- 9.50 Kg 265 ( D ) 150 Mm Dia -Do- 266 ( Iv ) Double Junction With Door Of Following Sizes. 267 ( A ) 50 Mm Dia -Do- 4.5 Kg 268 ( B ) 80 Mm Dia -Do- 7.00 Kg 269 ( C ) 100 Mm Dia -Do- 13.00 Kg 270 ( D ) 150 Mm Dia -Do- 271 ( V ) Heel Rest Bend Of Following Sizes 272 ( A ) 50 Mm Dia 273 ( B ) 80 Mm Dia 274 ( C ) 100 Mm Dia 275 ( D ) 150 Mm Dia 276 ( Vi ) Cowel Of Following Sizes 277 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.25 Kg ) 278 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 279 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 280 ( D ) 150 Mm Dia -Do- 281 ( Vii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.5 Kg 282 ( Viii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.8 Kg 283 ( Ix ) 100 Mm X 80 Mm Floor Trap ( Weight Without Ear And Socket ) 4.00 Kg 284 ( X ) Pass Over 50 Mm X 150 Mm For 50 Mm Projection 285 ( Xi ) -Do- 100 Mm X 150 Mm For 100 Mm Projection 286 ( Xii ) Inverted Junction Single 100 Mm X 50 ( Weight Without Ear And Socket ) 9.0 Kg 287 ( Xiii ) Inverted Junction Double 100 Mm X 50 Mm X 50 Mm ( Weight Without Ear And Socket ) 12.0 Kg 288 ( Xiv ) H.C.I. Offset 80 Mm Projection Of The Following Size 289 ( A ) 50 Mm Dia ( Weight Without Ear And Socket ) 2.75 Kg 290 ( B ) 80 Mm Dia -Do- 3.50 Kg 291 ( C ) 100 Mm Dia -Do- 5.00 Kg 292 ( D ) 150 Mm Dia -Do- 293 ( Xv ) H.C.I. Socket Of Following Sizes 294 ( A ) 50 Mm Dia ( Weight Without Ear ) 1.50 Kg 295 ( B ) 80 Mm Dia ( Weight Without Ear ) 3.00 Kg 296 ( C ) 100 Mm Dia ( Weight Without Ear ) 4.50 Kg 297 ( D ) 150 Mm Dia ( Weight Without Ear ) -Do- 298 M947c.I. Cover With Frame For Manhole And Inspection Chamber 299 ( A ) 600 Mm X 450 Mm Size ( Wt. 39 Kg ) 300 ( B ) 600 Mm X 450 Mm Size ( Wt. 25 Kg ) 301 ( C ) 500 Mm X 450 Mm Size ( Wt. 25 Kg ) 302 M948c.I. Bracket Pair For W.H.B 303 ( A ) 550 Mm X 400 Mm Size ( 22 X 16 ) 304 ( B ) -Do- For 12.5 Liter Cistern 305 ( C ) -Do- For 600 Mm X 450 Mm ( 24 X 18 ) Sink 306 ( D ) 40 Mm X 60 Mm Ms Plate Bracket For Sink As Above 307 M949 ( A ) 32 Mm ( 1 1 / 4 ) C.P. Brass Waste For W.H.B 308 ( B ) 40 Mm ( 1 1 / 2 ) C.P. Brass Waste For W.H.B For Sink 309 ( C ) 32 Mm ( 1 1 / 4 ) C.P. Waste Of White Metal 310 ( D ) 40 Mm ( 1 1 / 2 ) C.P. Waste Of White Metal 311 M950 ( A ) 32 Mm ( 1 1 / 4 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) Withbrass Union For W H B 312 ( B ) 40 Mm ( 1 1 / 2 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) With Brass Union For W H B 313 M95132 Mm ( 1 1 / 4 ) P.V.C. Telescopic Flush Pipe With Brass Union For High Level Cistern 314 M952rubber Inserttion 3 Mm ( 1 / 8 ) Thick 315 M953pig Lead 316 M954yarn 317 M955rubber Gasket For D.I Pipe Of Good Quality 318 ( A ) 80 Mm 319 ( B ) 100 Mm 320 ( C ) 125 Mm 321 ( D ) 150 Mm 322 ( E ) 200 Mm 323 ( F ) 250 Mm 324 ( G ) 300 Mm 325 ( H ) 350 Mm 326 ( I ) 400 Mm 327 ( J ) 450 Mm 328 ( K ) 500 Mm 329 ( L ) 600 Mm 330 ( M ) 700 Mm 331 ( N ) 750 Mm 332 ( O ) 800 Mm 333 ( P ) 900 Mm 334 ( Q ) 1000 Mm 335 ( R ) 1200 Mm 336 M956cotton Waste 337 M957asbestos Suta ( Gland Packing ) 338 M958solvent Cement 339 M959hydrocloric Acid ( Sepecific Gravity 1.20 ) 340 M960cp & Pvc Fitting 341 ( I ) 32 Mm Dia C.P. Waste 342 ( Ii ) 32 Mm Dia Pv C Waste Pipe 750 Mm Long With Coupling 343 ( Iii ) 40 Mm Dia C.P. Waste 344 ( Iv 40 Mm Dia Pvc Waste Pipe 750 Mm Long With Coupling 345 ( V 100 Mm Dia Steel Jali 346 ( Vi ) 15 Mm Dia C.P. Nipple With Coupling ( Short Pieces ) 347 ( Vii ) 50 Mm Dia Pvc Pipe With Coupling 348 M961special Type Of C.P. Bath Room Fittings For V.I.P.Buildings ( Jal, Jaquar, Marc Or Equivalent Mark ) 349 ( I ) Pillar Cock ( Isi ) 350 ( Ii ) Pillar Cock ( Long Neck ) 351 ( Iii ) Bib Cock ( Isi ) 352 ( Iv ) Bib Cock ( Long Thread ) 353 ( V ) Angular Stop Cock 354 ( Vi ) Angular Stop Cock ( Long Thread ) 355 ( Vii ) Concealed Stop Cock Reduce ( Isi ) 356 ( Viii ) Concealed Stop Cock Heavy-Duty Extra Adjustable Wall Flange 357 ( Ix ) Long Body Bib Cock 358 ( X ) Swan Neck Tap With Left Hand Operating Knob 359 ( Xi ) Central Hole Basin Mixer ( Best Quality ) 360 ( Xii ) Wall Mixer With Telephonic Shower Arrangement 361 ( Xiii ) Wall Mixer With Provision For Over Head Shower With Elbow Coupling And Well Flange 362 ( Xiv ) Wall Mixer 3 In 1 System With Provision For Over Head Shower With Elbow Coupling And Wall Flange 363 ( Xv ) Sink Mixer With Swinging Casted Spout 364 ( Xvi ) Sink Cock With Swinging Casted Spout 365 ( Xvii ) 4 - Way Diverter For Concealed Fittings 366 ( Xviii ) Pressure Adjustable Shower With Revolving Joint 367 ( Xix ) Telephone Shower With Flexible Pipe 368 ( Xx ) Flush Cock With Wall Flange ( 25 Mm ) 369 ( Xxi ) Towel Rail 24 370 ( Xxii ) Towel Ring 371 ( Xxiii ) Soap Dish 372 ( Xxiv ) Tumbler Holder 373 ( Xxv ) Toilet Paper Holder 374 ( Xxvi ) Glass Shelf 22 375 ( Xxvii ) Corner Glass Shelf With Bracket 376 ( Xxviii ) Flush Valve Complete With 32 Mm Size Controlcock & Flange 377 M962c.I Special & Pvc Pipes 378 1. C.I Double Shocketted Fittings Bend Such As Bend, Tee, Taper, 379 ( A ) 80-200 Mm 380 ( B ) 250-700 Mm 381 ( C ) 700-1000 Mm 382 2. C.I Double Flange Fittings Such As Tee, Taper, Tailpiece, Bend Etc 383 ( A ) 80-200 Mm 384 ( B ) 250-700 Mm 385 ( C ) 700-1000 Mm 386 M1024basic Rate Of Upvc Pipe 125Mm Dia Conforming To I.S.I. Latest Revision Is 12818 / 2016 Cml No. 5543459 387 M1028providing And Supplying In Standard Lengths High Density Polyethylene Pipe ( Hdpe Pipe ) Confirming To Is 4984-4984 / 14151 / 12786 / 13488 ( Latest Revision With Necessary Jointing Materials Like Mechanical Connector I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joints Excluding Coupler / Specials And Taxes ) . 388 Hdpe Pipe Of Materials Grade Pe80-Pn06 ( Dia In Mm ) 389 25 Mm Dia 390 32 Mm Dia 391 40 Mm Dia 392 50 Mm Dia 393 63 Mm Dia 394 75 Mm Dia 395 90 Mm Dia 396 110 Mm Dia 397 125 Mm Dia 398 140 Mm Dia 399 160 Mm Dia 400 180 Mm Dia 401 200 Mm Dia 402 225 Mm Dia 403 250 Mm Dia 404 280 Mm Dia 405 315 Mm Dia 406 355 Mm Dia 407 400 Mm Dia 408 450 Mm Dia 409 500 Mm Dia 410 Hdpe Pipe Of Materials Grade Pe80-Pn10 ( Dia In Mm ) 411 25 Mm Dia 412 32 Mm Dia 413 40 Mm Dia 414 50 Mm Dia 415 63 Mm Dia 416 75 Mm Dia 417 90 Mm Dia 418 110 Mm Dia 419 125 Mm Dia 420 140 Mm Dia 421 160 Mm Dia 422 180 Mm Dia 423 200 Mm Dia 424 225 Mm Dia 425 250 Mm Dia 426 280 Mm Dia 427 315 Mm Dia 428 355 Mm Dia 429 400 Mm Dia 430 450 Mm Dia 431 500 Mm Dia 432 M1029providing And Supplying In Standard Lengths High Density Polyethylene Pipe ( Hdpe Pipe ) 25Mm To 500Mm Dia Confirming To Is 4984-4984 / 14151 / 12786 / 13488 ( Latest Revision With Necessary Jointing Materials Like Mechanical Connector I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joints Excluding Coupler / Specials And Taxes. 433 Hdpe Pipe Of Materials Grade Pe100-Pn06 ( Dia In Mm ) 434 25 Mm Dia 435 32 Mm Dia 436 40 Mm Dia 437 50 Mm Dia 438 63 Mm Dia 439 75 Mm Dia 440 90 Mm Dia 441 110 Mm Dia 442 125 Mm Dia 443 140 Mm Dia 444 160 Mm Dia 445 180 Mm Dia 446 200 Mm Dia 447 225 Mm Dia 448 250 Mm Dia 449 280 Mm Dia 450 315 Mm Dia 451 355 Mm Dia 452 400 Mm Dia 453 450 Mm Dia 454 500 Mm Dia 455 Hdpe Pipe Of Materials Grade Pe100-Pn10 ( Dia In Mm ) 456 25 Mm Dia 457 32 Mm Dia 458 40 Mm Dia 459 50 Mm Dia 460 63 Mm Dia 461 75 Mm Dia 462 90 Mm Dia 463 110 Mm Dia 464 125 Mm Dia 465 140 Mm Dia 466 160 Mm Dia 467 180 Mm Dia 468 200 Mm Dia 469 225 Mm Dia 470 250 Mm Dia 471 280 Mm Dia 472 315 Mm Dia 473 355 Mm Dia 474 400 Mm Dia 475 450 Mm Dia 476 500 Mm Dia 477 M1030rcc Esr 478 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. 479 Notes 480 The Design Of The Structure Be In Accordance With Relevant I.S. Specification ( I.S. 3370 - 1965 Or Revised. ) 481 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. 482 For Design Having More Than 6 Columns, Suitable Bracing Is Obligatory. 483 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 484 Irrespective Of The Type Of Foundation Proposed In The Design, One Set Of Bracing Be Provided At The Ground Level. 485 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. 486 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-300 487 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. 488 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. 489 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. 490 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 ) . 491 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. 492 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. 493 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. 494 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 : 495 12 To 16 M Staging - 2% Per Metre 496 16 To 20 M Staging - 3% Per Metre 497 20 M And Above - 4% Per Metre 498 For 17 M Staging Height, Percentage Calculation Will Be Like Below : 499 12 To 16 M --- 4 X 2 = 8% 500 16 & 17 M --- 1 X 3% = 3% Total = 11% 501 For 21 M Staging Height, Percentage Calculation Will Be Like Below : 502 12 To 16 M --- 4 X 2 = 8% 503 16 To 20 M --- 4 X 3% = 12% 504 20& 21 M --- 1 X 4% = 4% Total = 24% 505 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 ) . 506 Notes 507 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. 508 Conditions From Sr.No.11 To 16 Are For Estimation Purpose Only And Shall Not Appear In The Tender. 509 Rates For Rcc Esrs 510 Upto 25, 000 Litres 511 Cost Of 25, 000 Litres Capacity 512 Add For Capacity Above 25, 000 Upto 50, 000 Litres 513 Cost Of 50, 000 Litres Capacity 514 Add For Capacity Above 50, 000 Upto 75, 000 Litres 515 Cost Of 75, 000 Litres Capacity 516 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 517 Cost Of 1, 00, 000 Litres Capacity 518 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 519 Cost Of 1, 50, 000 Litres Capacity 520 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 521 Cost Of 2, 00, 000 Litres Capacity 522 Add For Capacity Above 2, 00, 000 Upto 2, 50, 000 Litres 523 Cost Of 2, 50, 000 Litres Capacity 524 Add For Capacity Above 2, 50, 000 Upto 3, 00, 000 Litres 525 Cost Of 3, 00, 000 Litres Capacity 526 Add For Capacity Above 3, 00, 000 Upto 4, 00, 000 Litres 527 Cost Of 4, 00, 000 Litres Capacity 528 Add For Capacity Above 4, 00, 000 Upto 5, 00, 000 Litres 529 Cost Of 5, 00, 000 Litres Capacity 530 Add For Capacity Above 5, 00, 000 Upto 7, 50, 000 Litres 531 Cost Of 7, 50, 000 Litres Capacity 532 Add For Capacity Above 7, 50, 000 Upto 10, 00, 000 Litres 533 Cost Of 10, 00, 000 Litres Capacity 534 Add For Capacity Above 10, 00, 000 Upto 15, 00, 000 Litres 535 Cost Of 15, 00, 000 Litres Capacity 536 Add For Capacity Above 15, 00, 000 Upto 20, 00, 000 Litres 537 Cost Of 20, 00, 000 Litres Capacity 538 M1031rcc Gsr And Sump 539 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. 540 Anti –Termite Treatment Shall Be Given For Under Ground Portion Of The Structure. 541 Notes 542 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. ) 543 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. 544 Entire Structure Shall Be In M-300 Only. 545 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. 546 The G.S.R. / Sump Above 15 Lakh Litres Capacity Shall Be In Two Compartment. 547 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%. 548 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. 549 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. 550 Cost Of Pump House Is Not Included In These Rates. 551 Above Rates Are Applicable For Seismic Zones 2, 3 And 4. 552 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. 553 10% Shall Be Added For Sump If Over Head Pump House Is Proposed. 554 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. 555 Rates For Rcc Gsrs And Sumps 556 Upto 25, 000 Litres 557 Cost Of 25, 000 Litres Capacity 558 Add For Capacity Above 25, 000 Upto 50, 000 Litres 559 Cost Of 50, 000 Litres Capacity 560 Add For Capacity Above 50, 000 Upto 75, 000 Litres 561 Cost Of 75, 000 Litres Capacity 562 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 563 Cost Of 1, 00, 000 Litres Capacity 564 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 565 Cost Of 1, 50, 000 Litres Capacity 566 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 567 Cost Of 2, 00, 000 Litres Capacity 568 Add For Capacity Above 2, 00, 000 Upto 3, 00, 000 Litres 569 Cost Of 3, 00, 000 Litres Capacity 570 Add For Capacity Above 3, 00, 000 Upto 5, 00, 000 Litres 571 Cost Of 5, 00, 000 Litres Capacity 572 Add For Capacity Above 5, 00, 000 Upto 10, 00, 000 Litres 573 Cost Of 10, 00, 000 Litres Capacity 574 Addforcapacityabove10, 00, 000Upto15, 00, 000 Litres 575 Cost Of 15, 00, 000 Litres Capacity 576 Add For Capacity Above 15, 00, 000 Litres 577 Note: 10% Shall Be Added Over The Cost Of Gsr For Sump Where Over Head Pump House Is Proposed. 578 M1032unconventionalwater Treatment Plant 579 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. 580 Aeration Fountain 581 Inlet Arrangements 582 Mixing Channel With Ventury Flume And Flow Measuring Arrangement 583 Inlet Channel 584 Flocculator- Conforming To I.S. 7208-1974 ( Type-C ) With Detention Period Of 30 Minutes 585 Tube Settlers-Designing, Fabricating And Constructing Tube Settlers With Square Or Any Other Shaped Tube Like Circular, Cheveron, Hexagonal Etc .Having Proven Performance 586 Rapid Sand Gravity Filters - All Valve Shall Be Glandless. 587 Filter House 588 Chemical House 589 Alum Tanks- 2Nos. With Mixing, Carrying And Dosing Arrangements With Piping. 590 100 Kg Chlorine Cylender For Capacity Upto 5Mld And Chlorine Tonner For Capacity Above 5 Mld. 591 Tcl Solution Tank With Mixing, Carrying And Dosing Arrangement With Piping. 592 Bypass Arrangement 593 External And Internal Electrification 594 Laboratory Equipments 595 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. 596 Wash Water Pumps With 100% Standby 597 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. 598 Pure Water Sump Of Capacity Equal To 1 Hourpumping Capacity. 599 Pure Water Pump House Over The Sump / By The Side Of Sump. 600 Drainage Arrangements 601 Alum Store 602 Sanitary Block With Necessary Water Supply And Drainage Arrangements And Internalwbm Roads. 603 These Rates Are Applicable For Seismic Zones 2, 3 And 4. 604 Rates Given Below Are Inclusive Of Uplift Pressure If Any And Dewatering During The Entire Work. 605 All Rcc Structures Shall Be Constructed In M-250. Structures In Contact With Water Shall Be In M-300. 606 Unconventional Treatment Plants Less Than 1 Mld Capacity Shall Not Be Constructed. 607 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 ) . 608 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. 609 Unconventional Water Treatment Plant 610 Fixed Cost For 1 Mld 611 Add For Capacity Above 1 Mld Upto 2 Mld 612 Cost Of 2 Mld Treatment Plant 613 Add For Capacity Above 2 Mld Upto 3 Mld 614 Cost Of 3 Mld Treatment Plant 615 M1033conventionalwater Treatment Plant 616 Designing ( Aesthetically ) , Providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, Mechanicalandelectricalworks Includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, Mechanicalandelectricalcomponentsofvarioussub-Worksasgivenbelow, Includingnecessaryhydraulic Testing, Structuraltesting, Equipmenttestingandtrialrunfora Periodof3 Months, Etc. Completeas Directedbyengineer-In-Charge ( Turn-Key Job ) . 617 Aeration Fountain- Plan Are A Not Less Than 0.625 Square Metre Per Mld 618 Ventury Flume - With Necessary Devices, Consisting Of Simple Mechanical Indicator. ( Pedestal Type Gauge ) 619 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. 620 Flocculator – Conforming To I.S.7208-1974 ( Type-C ) With Detention Period Of 30 Minutes. 621 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. 622 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. 623 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. 624 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. 625 Wash Water Pumps- Capacity To Fill Water Tank In 1 Hour With 100% Standby. 626 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 ) . 627 Chemical House In Two Storeys 628 Ground Floor To Accommodate 7 Days Alum Requirement And Sundry Storage. 629 First Floor To Accommodate Alum And Lime Tanks.Etc. 630 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. 631 Pure Water Sump And Sump House. 632 Capacity Of Sump – One Hour Of Designed Flow. 633 Pump House- Pump House Of Required Size Over The Sump Or By The Side. 634 Store House-Suitable For Alum Storage Of Three Months Requirement In Monsoon With 10% Extra Capacity For Other Sundry Articles. 635 Vacuum Feed Type Chlorinators- Make Tobe Approved By Mjp. 636 Conforming To I.S. 10533 - A Part-Ii 1983 637 Rate For Withdrawal 638 Temperature Kg. Of Chlorine Discharge Degree C Per Day ( Cylinders ) 639 45 67Tonnes 640 10 6.359.50 110 641 15 10.75 16.10130 642 20 14.50 21.24254 643 27&Above18.70 28.12315 644 Chlorinator Equipment And Container Room To Conform To I.S. 10553 Part-I 1983. 645 100% Standby Shall Be Provided. 646 By Pass Arrangements - C.I. Or M.S. Pipes. 647 Disposal Of Waste From Wtp: Safe Disposal Arrangement To Near By Nala Including Cost Of Pipe 648 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 649 Drainage Arrangements – Rcc Pipes Up To Plot Boundary. 650 Electrical Installation – Both Internal And External Including Entire Plant Area. 651 Laboratory Equipment –As Per Requirement ( To Be Specified During Tendering ) . 652 Sanitary Blocks – Carpet Area -15 Square Metre Minimum Upto 25 Mld And 25 Square Metre Above 25 Mld. 653 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. 654 Rates Given Below Are Inclusive Of Up Lift Pressure If Any And Dewatering During Entire Work. 655 All Pipes Condutes Channels With20%Overloading 656 These Rates Are Applicable For Seismic Zones 2, 3 And 4. 657 All Rcc Structures Shall Be Constructed In M-300. 658 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 ) . 659 Conventional Water Treatment Plant 660 Above3 Mld To Upto 5 Mld 661 Cost Of 5 Mld Treatment Plant 662 Add For Capacity Above 5Mld Upto 10 Mld 663 Cost Of 10 Mld Treatment Plant 664 Add For Capacity Above 10 Mld Upto20 Mld 665 Cost Of 20 Mld Treatment Plant 666 Add For Capacity Above 20 Mld Upto 50 Mld 667 Cost Of 50 Mld Treatment Plant 668 Add For Capacityabove 50 Mld Upto 100 Mld 669 Cost Of 100 Mld Treatment Plant 670 Add For Capacity Above 100 Mld 671 M1034gpt / 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 ) 672 300 Mm Dia For Gpt 673 400 Mm Dia For Hygpt 674 M1035hydt :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 ) 675 From 0-50 Meter 676 From 51-125 Meter 677 M1036ms Pipe 678 Supplying All Tools, Tackles & Lowering Of 200 Mm Dia Ms Erw Casing Pipe Of 6Mm Wall Thickness Including Welding Charges, Cost Of Pipe Etc . All Complete Job ( Basic Rates ) 679 Supplying All Materia;Ls, Labours, Tools & Equipments For Fitting & Fixing 200Mm Dia Ms Cap Over Casing Pipe Complete Job ( Basic Rates ) 680 M1037dt :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 ) 681 Drillig Upto 30 Mtr Depth Below G. L. In Rural Area 682 Drilling Beyond 31 Mtr Upto 60 Mtr Below G. L. In Rural Area 683 M1038trenchless 684 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 ) 685 From 900 Mm To 1000 Mm Dia 686 In Soft Soil 687 In Hard Soil 688 In Sandy Soil 689 In Stone Soil 690 From 1000 Mm To 1200 Mm Dia 691 In Soft Soil 692 In Hard Soil 693 In Sandy Soil 694 In Stone Soil 695 Above 1200 Mm To 1500 Mm Dia 696 In Soft Soil 697 In Hard Soil 698 In Sandy Soil 699 In Stone Soil 700 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 ) 701 Upto 300 Mm Dia 702 In Soft Soil 703 In Hard Soil 704 In Sandy Soil 705 In Stone Soil 706 Above300 Mm To 450 Mm Dia 707 In Soft Soil 708 In Hard Soil 709 In Sandy Soil 710 In Stone Soil 711 Above 450 Mm To 600 Mm Dia 712 In Soft Soil 713 In Hard Soil 714 In Sandy Soil 715 In Stone Soil 716 Above 600 Mm To 900 Mm Dia 717 In Soft Soil 718 In Hard Soil 719 In Sandy Soil 720 In Stone Soil 721 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 ) 722 Upto 300 Mm Dia 723 In Soft Soil 724 In Hard Soil 725 In Sandy Soil 726 In Stone Soil 727 Above300 Mm To 450 Mm Dia 728 In Soft Soil 729 In Hard Soil 730 In Sandy Soil 731 In Stone Soil 732 Above 450 Mm To 600 Mm Dia 733 In Soft Soil 734 In Hard Soil 735 In Sandy Soil 736 In Stone Soil 737 Above 600 Mm To 900 Mm Dia 738 In Soft Soil 739 In Hard Soil 740 In Sandy Soil 741 In Stone Soil 742 M1039providing 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 ) 743 Without Byepass Arrangement - Pn-1 744 50 Mm 745 65 Mm 746 80 Mm 747 100 Mm 748 125 Mm 749 150 Mm 750 200 Mm 751 250 Mm 752 300 Mm 753 350 Mm 754 400 Mm 755 450 Mm 756 500 Mm 757 600 Mm 758 700 Mm 759 750 Mm 760 800 Mm 761 900 Mm 762 1000 Mm 763 1100 Mm 764 1200 Mm 765 With Byepass Arrangement - Pn-1 766 50 Mm 767 65 Mm 768 80 Mm 769 100 Mm 770 125 Mm 771 150 Mm 772 200 Mm 773 250 Mm 774 300 Mm 775 350 Mm 776 400 Mm 777 450 Mm 778 500 Mm 779 600 Mm 780 700 Mm 781 750 Mm 782 800 Mm 783 900 Mm 784 1000 Mm 785 1100 Mm 786 1200 Mm 787 Without Byepass Arrangement - Pn-1.6 788 50 Mm 789 65 Mm 790 80 Mm 791 100 Mm 792 125 Mm 793 150 Mm 794 200 Mm 795 250 Mm 796 300 Mm 797 350 Mm 798 400 Mm 799 450 Mm 800 500 Mm 801 600 Mm 802 With Byepass Arrangement - Pn-1.6 803 50 Mm 804 65 Mm 805 80 Mm 806 100 Mm 807 125 Mm 808 150 Mm 809 200 Mm 810 250 Mm 811 300 Mm 812 350 Mm 813 400 Mm 814 450 Mm 815 500 Mm 816 600 Mm 817 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 . 818 With Byepass Arrangement - Pn-1 819 50 Mm 820 65 Mm 821 80 Mm 822 100 Mm 823 125 Mm 824 150 Mm 825 200 Mm 826 250 Mm 827 300 Mm 828 350 Mm 829 400 Mm 830 450 Mm 831 500 Mm 832 600 Mm 833 700Mm 834 750 Mm 835 800 Mm 836 900 Mm 837 1000 Mm 838 1100 Mm 839 1200Mm 840 Without Byepass Arrangement - Pn-1 841 50 Mm 842 65 Mm 843 80 Mm 844 100 Mm 845 125 Mm 846 150 Mm 847 200 Mm 848 250 Mm 849 300 Mm 850 350 Mm 851 400 Mm 852 450 Mm 853 500 Mm 854 600 Mm 855 700Mm 856 750 Mm 857 800 Mm 858 900 Mm 859 1000 Mm 860 1100 Mm 861 1200Mm 862 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 . . 863 Without Byepass Arrangement - Pn-1.6 864 50 Mm 865 65 Mm 866 80 Mm 867 100 Mm 868 125 Mm 869 150 Mm 870 200 Mm 871 250 Mm 872 300 Mm 873 350 Mm 874 400 Mm 875 450 Mm 876 500 Mm 877 600 Mm 878 700Mm 879 750 Mm 880 800 Mm 881 900 Mm 882 1000 Mm 883 1100 Mm 884 1200Mm 885 With Byepass Arrangement - Pn-1.6 886 50 Mm 887 65 Mm 888 80 Mm 889 100 Mm 890 125 Mm 891 150 Mm 892 200 Mm 893 250 Mm 894 300 Mm 895 350 Mm 896 400 Mm 897 450 Mm 898 500 Mm 899 600 Mm 900 M1040design 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 . 901 Dia - 06 Inch ( 150 Mm ) 902 Id - 153 Mm Od -167 Mm 903 Screen Thickness - 07 Mm 904 Slot - 1.00 Mm 905 Moc - Lowcarbon Galvenised Steel 906 Length - 5 Mtr. 907 Dia - 08 Inch ( 200 Mm ) 908 Id - 205 Mm Od -221Mm 909 Screen Thickness - 08 Mm 910 Slot - 1.00 Mm 911 Moc - Lowcarbon Galvenised Steel 912 Length - 5 Mtr. 913 Dia - 10 Inch ( 250 Mm ) 914 Id - 256 Mm Od -276Mm 915 Screen Thickness - 10 Mm 916 Slot - 1.00 Mm 917 Moc - Lowcarbon Galvenised Steel 918 Length - 5 Mtr. 919 Dia - 12 Inch ( 300 Mm ) 920 Id - 306 Mm Od -326 Mm 921 Screen Thickness - 10 Mm 922 Slot - 1.00 Mm 923 Moc - Lowcarbon Galvenised Steel 924 Length - 5 Mtr. 925 Dia - 14 Inch ( 350 Mm ) 926 Id - 338 Mm Od -363 Mm 927 Screen Thickness - 12.5 Mm 928 Slot - 1.00 Mm 929 Moc - Lowcarbon Galvenised Steel 930 Length - 5 Mtr. 931 M1041supplying 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 ) . 932 M1042supplying 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 ) . 933 M1043supplying 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 ) . 934 M1044supplying 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 ) . 935 M1045supplying 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 ) . 936 M1046supplying 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 ) . 937 M1047supplying Extra Deep Well Hand Pump Complete Sets With Cylinder Assembly & Connecting Rod ( 12 Pcs ) As Per Is : 15500 Part-2 / 2004 ( Basic Rate ) . 938 M1048supply Of 200Mm Dia X 3.00M Long Upvc Casing Pipe Conferming To Is : 12818: 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . 939 M1049supply Of 200Mm Dia Ribbed Screen Pipe Conferming Tois : 12818: 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . 940 M1050supply Of 125Mm Dia Ribbed Screen Pipe Conferming Tois : 12818: 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . 941 M1051supplying 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 ) . 942 M1052supplying 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 ) . 943 M1053supplying 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 ) . 944 M1054design, 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. 945 0.2 Mld 946 0.3 Mld 947 0.4 Mld 948 0.5 Mld 949 0.6 Mld 950 M1055pumps 951 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. 952 Submersible Pump Set 100 Mm Dia ( With Polypropylene / Noryl Impeller ) Up To 20 Stages 953 1 H.P. 954 1.5Hp 955 2 Hp 956 2.5 Hp 957 3.0 Hp 958 4.0 Hp 959 5.0 Hp 960 Supply Rate Should Be Increased By Rs 200 / - Per Stage For Pump With More Than 20 Stages 961 Submersible Pump 150 Mm Dia ( With Bronze Impeller ) Up To 8 Stages 962 1.5 Hp 963 2.0 Hp 964 3.0 Hp 965 4.0 Hp 966 5.0 Hp 967 6.0 Hp 968 7.5 Hp 969 Supply Rate Should Be Increased By Rs 600 / - Per Stage For Pump With More Than 8 Stages 970 Submersible Pump 150 Mm Dia ( With Bronze Impeller ) Up To 12 Stages 971 8.0 Hp 972 9.0 Hp 973 10.0 Hp 974 11.0 Hp 975 12.5 Hp 976 15.0 Hp 977 Supply Rate Should Be Increased By Rs 600 / - Per Stage For Pump With More Than 12 Stages 978 Submersible Pump 150 Mm Dia ( With Bronze Impeller ) Up To 20 Stages 979 17.5 Hp 980 20.0 Hp 981 25 Hp 982 1 ) Supply Rate Should Be Increased By Rs 600 / - Per Stage For Pump With More Than 20 Stages For Bore Well Only. 983 For Other Use 200 Mm Dia Pump Shall Be Preferred Over 150 Mm Dia With More Than 20 Stage Pump. 984 2 ) For 150 Mm Dia Energy Efficient Pumps Add As Below 985 A. Up To 8 Stages :- 3% On Supply Rate 986 B. Up To 12 Stages :- 4% On Supply Rate 987 C. Up To 15 Stages :- 5% On Supply Rate 988 M1056pressure Gauge 989 Providing Fabricating, Testing And Commisioning Pressure Vessel Fabricating In M.S Plate On Providing Foundation Including Epoxy Paint 990 Pressure Gauge ( 100 Mm Dia ) 991 Pressure Gauge ( 150 Mm Dia ) 992 Vacuum / Combination Gauge 993 Supplyingvacuum Gauge / Combination Gauge Of Required Range Complete With Syphon Tube, Isolating Cock Suitable For 12 Mm Dia G.I. Pipe. 994 Vacuum / Combination Gauge – 100 Mm Dia 995 Vacuum / Combination Gauge – 150 Mm Dia 996 M1057lifting Equipment 997 Chain Pulley Block 998 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. 999 1 Tonne Capacity 1000 2 Tonne Capacity 1001 3 Tonne Capacity 1002 Hand Operated Circular Or Rectangular Travelling Crane ( Single Girder ) 1003 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. 1004 3 Tonne Capacity 1005 Up To 5 M Span 1006 Above 5 M Up To 6 M Span 1007 Above 6 M Up To 8 M Span 1008 5 Tonne Capacity 1009 Up To 5 M Span 1010 Above 5 M Up To 6 M Span 1011 Above 6 M Up To 8 M Span 1012 Above 8 M Up To 10 M Span 1013 Electric Operated Circular Or Rectangular Travelling Crane ( Single Girder ) 1014 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. 1015 5 Tonne Capacity 1016 Above 6 M Up To 8 M Span 1017 Above 8 M Up To 10 M Span 1018 7.5 Tonne Capacity 1019 Above 6 M Upto 8 M Span 1020 Above 8 M Up To 10 M Span 1021 10 Tonne Capacity 1022 Above 6 M Up To 8 M Span 1023 Above 8 M Up To 10 M Span 1024 Square Bar / Rail 1025 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. 1026 50 X 50 Mm ( En 8 ) 1027 40 X 40 Mm ( En 8 ) 1028 M1058lightening Arrester, Ab Switch, Insulators 1029 Lightening Arrestor 1030 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. 1031 Suitable For 11 Kv Supply, Distribution Class 1032 Suitable For 22 Kv Supply, Distribution Class 1033 Suitable For 33 Kv Supply, Station Class 1034 Disc Insulator 1035 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 1036 Suitable For 11Kv Line 1037 Suitable For 33Kv Line 1038 Pin Insulator 1039 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 1040 Suitable For 11Kv Line 1041 Suitable For 33Kv Line 1042 Air Break Switch Without Earth Switch 1043 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 1044 Suitable For 11Kv Line 1045 Rocking / Tilting Type 1046 Rotating Type 1047 Suitable For 33Kv Line 1048 Rocking / Tilting Type 1049 Rotating Type 1050 Air Break Switch With Earth Switch 1051 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 1052 Suitable For 11Kv Line 1053 Rotating Type 1054 Suitable For 33Kv Line 1055 Rotating Type 1056 Drop Out Fuse ( Channel Mounted ) 1057 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 1058 Suitable For 11 Kv Line 1059 Suitable For 33 Kv Line 1060 Horn Gap Fuse ( Channel Mounted ) 1061 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 1062 Suitable For 11 Kv Line 1063 Suitable For 33 Kv Line 1064 M1059transformer 1065 Power Transformer ( With Off Load Tap Changer ) Any Isi Mark 1066 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- 1067 1. Oil Conservator With Filling Hole With Cap And Plain Oil Level Gauge. 1068 2. Silica Gel Dehydrating Breather Charged With Silica Gel. 1069 3. Oil Drain Valve 1070 4. Oil Filter Valve 1071 5. Lifting Eyes / Hooks 1072 6. Two Earthing Terminals 1073 7. Diagram And Rating Plate 1074 8. Air Vent 1075 9. Explosion Vent 1076 10. 100Mm Dia Thermo Meter With Thermometer Pocket 1077 11. Four Bi Directional Plain Roller. 1078 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. 1079 63 Kva ( No Load Loss 180W And Load Loss 1235W ) 1080 100 Kva ( No Load Loss 260W And Load Loss 1760W ) 1081 160Kva ( No Load Loss 260W And Load Loss 1760W ) 1082 200Kva ( No Load Loss 500W And Load Loss3000w ) 1083 250Kvaa ( No Load Loss 550W And Load Loss3600w ) 1084 315Kva ( No Load Loss 580W And Load Loss 4200W ) 1085 400 Kva ( No Load Loss 715W And Load Loss 5000W ) 1086 500 Kva ( No Load Loss 850W And Load Loss 5800W ) 1087 630 Kva ( No Load Loss 1000W And Load Loss 7000W ) 1088 750 Kva ( No Load Loss 1500W And Load Loss 8000W ) 1089 Power Transformer ( With On Load Tap Changer ) 1090 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- 1091 1. Oil Conservator With Filling Hole With Cap And Plain Oil Level Gauge. 1092 2. Silica Gel Dehydrating Breather Charged With Silica Gel. 1093 3. Oil Drain Valve 1094 4. Oil Filter Valve 1095 5. Lifting Eyes / Hooks 1096 6. Two Earthing Terminals 1097 7. Diagram And Rating Plate 1098 8. Air Vent 1099 9. Explosion Vent 1100 10. 100Mm Dia Thermo Meter With Thermometer Pocket 1101 11. Four Bi Directional Plain Roller. 1102 12. Buchholz Relay 1103 13. Resistance Temp. Detector 1104 14. Marshalling Box 1105 15. Automatic Voltage Regulator ( Avr ) 1106 16. Remote Tap Changing Controller ( Rtcc ) 1107 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. 1108 750 Kva 1109 1000 Kva 1110 1250 Kva 1111 1600 Kva 1112 2000 Kva 1113 M1060motors 1114 Foot Mounted Motors Tefc 1500 Rpm 1115 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. 1116 15 Kw ( 20 Hp ) 1117 18.5 Kw ( 25 Hp ) 1118 22 Kw ( 30 Hp ) 1119 30 Kw ( 40 Hp ) 1120 37 Kw ( 50 Hp ) 1121 45 Kw ( 60 Hp ) 1122 55 Kw ( 75 Hp ) 1123 75 Kw ( 100 Hp ) 1124 90 Kw ( 120 Hp ) 1125 110 Kw ( 150 Hp ) 1126 132Kw ( 180Hp ) 1127 160Kw ( 215 Hp ) 1128 250Kw ( 335 Hp ) 1129 Foot Mounted Motor Tefc 1500 Rpm 1130 0.75 Kw ( 1Hp ) 1131 1.1 Kw ( 1.5 Hp ) 1132 1.5 Kw ( 2 Hp ) 1133 2.2 Kw ( 3 Hp ) 1134 3.7 Kw ( 5 Hp ) 1135 5.5 Kw ( 7.5 Hp ) 1136 7.5 Kw ( 10 Hp ) 1137 9.3 Kw ( 12.5 Hp ) 1138 11 Kw ( 15 Hp ) 1139 M1061aluminium Cable 1140 Cable 1141 Aluminium Conductor Three Core, Xlpe / Pvc Insulated & Armoured Cable . 1142 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. 1143 3 Core 2.5 Sq Mm 1144 3 Core 4 Sq Mm 1145 3 Core 6 Sq Mm 1146 3 Core 10 Sq Mm 1147 3 Core 16 Sq Mm 1148 3 Core 25 Sq Mm 1149 3 Core 35 Sq Mm 1150 3 Core 50 Sq Mm 1151 3 Core 70 Sq Mm 1152 3 Core 95 Sq Mm 1153 3 Core 120 Sq Mm 1154 3 Core 150 Sq Mm 1155 3 Core 185 Sq Mm 1156 3 Core 240 Sq Mm 1157 3 Core 300 Sq Mm 1158 3 Core 400 Sq Mm 1159 Aluminium Conductor 3.5 Core, Xlpe / Pvc Insulated & Unarmoured Cable 1160 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. 1161 3.5 Core 25 Sq Mm 1162 3.5 Core 35 Sq Mm 1163 3.5 Core 50 Sq Mm 1164 3.5 Core 70 Sq Mm 1165 3.5 Core 95 Sq Mm 1166 3.5 Core 120 Sq Mm 1167 3.5 Core 150 Sq Mm 1168 3.5 Core 185 Sq Mm 1169 3.5 Core 240 Sq Mm 1170 3.5 Core 300 Sq Mm 1171 3.5 Core 400 Sq Mm 1172 Ht Aluminium Three Core 3.3 Kve Cable Xlpe Insulated 1173 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 1174 3 Core 35 Sq Mm 1175 3 Core 50 Sq Mm 1176 3 Core 70 Sq Mm 1177 3 Core 95 Sq Mm 1178 3 Core 120 Sq Mm 1179 3 Core150sq Mm 1180 3 Core 185 Sq Mm 1181 3 Core 240Sq Mm 1182 3 Core 300 Sq Mm 1183 3 Core 400 Sq Mm 1184 Ht Aluminium Three Core 6.6 Kv ( Ue ) / 11Kv Ecable Xlpe Insulated 1185 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 1186 3 Core 35 Sq Mm 1187 3 Core 50 Sq Mm 1188 3 Core 70 Sq Mm 1189 3 Core 95 Sq Mm 1190 3 Core 120 Sq Mm 1191 3 Core150sq Mm 1192 3 Core 185 Sq Mm 1193 3 Core 240Sq Mm 1194 3 Core 300 Sq Mm 1195 3 Core 400 Sq Mm 1196 Ht Aluminium Three Core 11Kv ( Ue ) Cable Xlpe Insulated 1197 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 1198 3 Core 35 Sq Mm 1199 3 Core 50 Sq Mm 1200 3 Core 70 Sq Mm 1201 3 Core 95 Sq Mm 1202 3 Core 120 Sq Mm 1203 3 Core150sq Mm 1204 3 Core 185 Sq Mm 1205 3 Core 240Sq Mm 1206 3 Core 300 Sq Mm 1207 3 Core 400 Sq Mm 1208 Aluminium Conductor Three Core, Xlpe / Pvc Insulated & Unarmoured Cable . 1209 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. 1210 3 Core 4 Sq Mm 1211 3 Core 6 Sq Mm 1212 3 Core 10 Sq Mm 1213 3 Core 16 Sq Mm 1214 3 Core 25 Sq Mm 1215 3 Core 35 Sq Mm 1216 3 Core 50 Sq Mm 1217 3 Core 70 Sq Mm 1218 3 Core 95 Sq Mm 1219 3 Core 120 Sq Mm 1220 3 Core 150 Sq Mm 1221 3 Core 185 Sq Mm 1222 3 Core 240 Sq Mm 1223 3 Core 300 Sq Mm 1224 3 Core 400 Sq Mm 1225 M1062copper Cable 1226 Cable 1227 3 Core Pvc Insulated, Pvc Sheathed Copper Conductor Flat Submersible Cable . 1228 Supplying , Flat Flexible Submersible Cable With, Copper Conductor, Pvc Insulated, And Pvc Sheathed . 1229 3 Core 1.5 Sq Mm 1230 3 Core 2.5 Sq Mm 1231 3 Core 4 Sq Mm 1232 3 Core 6 Sq Mm 1233 3 Core 10 Sq Mm 1234 3 Core 16 Sq Mm 1235 3 Core 25 Sq Mm 1236 3 Core 35 Sq Mm 1237 Copper Conductor Three Core, Xlpe / Pvc Insulated & Unarmoured Cable . 1238 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. 1239 3 Core 1.5 Sq Mm 1240 3 Core 2.5 Sq Mm 1241 3 Core 4 Sq Mm 1242 3 Core 6 Sq Mm 1243 3 Core 10 Sq Mm 1244 3 Core 16 Sq Mm 1245 3 Core 25 Sq Mm 1246 3 Core 35 Sq Mm 1247 3 Core 50 Sq Mm 1248 3 Core 70 Sq Mm 1249 3 Core 95 Sq Mm 1250 Copper Conductor 3.5 Core, Xlpe / Pvc Insulated & Armoured Cable . 1251 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. 1252 3.5 Core 1.5 Sq Mm 1253 3.5 Core 2.5 Sq Mm 1254 3.5 Core 4 Sq Mm 1255 3.5 Core 6 Sq Mm 1256 3.5 Core 10 Sq Mm 1257 3.5 Core 16 Sq Mm 1258 3.5 Core 25 Sq Mm 1259 3.5 Core 35 Sq Mm 1260 3.5 Core 50 Sq Mm 1261 3 .5 Core 70 Sq Mm 1262 3.5 Core 95 Sq Mm 1263 3.5 Core 120 Sq Mm 1264 3 .5 Core150sq Mm 1265 3.5 Core 185 Sq Mm 1266 3.5 Core 240Sq Mm 1267 3.5 Core 300 Sq Mm 1268 3.5 Core 400 Sq Mm 1269 Copper Conductor 3.5 Core Xlpe / Pvcunarmoured 1270 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. 1271 3.5Core 25 Sq Mm 1272 3.5Core 35 Sq Mm 1273 3.5 Core 50 Sq Mm 1274 3.5 Core 70 Sq Mm 1275 3.5 Core 95 Sq Mm 1276 3.5 Core 120 Sq Mm 1277 3.5 Core150sq Mm 1278 3.5 Core 185 Sq Mm 1279 3.5 Core 240Sq Mm 1280 3.5 Core 300 Sq Mm 1281 3.5 Core 400 Sq Mm 1282 Copper Conductor Three Core, Xlpe / Pvc Insulated & Armoured Cable . 1283 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. 1284 3 Core 1.5 Sq Mm 1285 3 Core 2.5 Sq Mm 1286 3 Core 4 Sq Mm 1287 3 Core 6 Sq Mm 1288 3 Core 10 Sq Mm 1289 3 Core 16 Sq Mm 1290 3 Core 25 Sq Mm 1291 3 Core 35 Sq Mm 1292 3 Core 50 Sq Mm 1293 3 Core 70 Sq Mm 1294 3 Core 95 Sq Mm 1295 3 Core 120 Sq Mm 1296 3 Core 150Sq Mm 1297 3Core 185 Sq Mm 1298 3 Core 240 Sq Mm 1299 3 Core 300 Sq Mm 1300 3 Core 400 Sq Mm 1301 M1063foot Valve 1302 Foot Valve 1303 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. 1304 Flanged Type 1305 50 Mm 1306 65 Mm 1307 80 Mm 1308 100 Mm 1309 125 Mm 1310 150 Mm 1311 M1064aircircuit Breaker 1312 Acbbreaking Capacity 50Ka Thermal Magnetic Manual Draw Out Type 3 Pole 1313 630A 1314 800A 1315 1000A 1316 1250A 1317 1600A 1318 2000A 1319 M1065starter 1320 D.O.L. Starter With Ss Enclosure With 380 / 415 Volt Coil 1321 7.5 H.P. 1322 10 H.P. 1323 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 1324 F.A.S.D Starter 1325 10.0 H.P. 1326 15 H.P. 1327 20 H.P. 1328 25 H.P. 1329 35 H.P. 1330 40 Hp 1331 50 Hp 1332 75 H.P. 1333 100 H.P. 1334 125 H.P. 1335 150 H.P. 1336 250 H.P. 1337 M1066servo Controlled Automatic Voltage Stabilizer 1338 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 1339 Servo Controlled Automatic Voltage Stabiliser ( Out Put 415 + / -1% ) Input 150 To 450 Volt 1340 20 Kva Air Cooled 1341 25 Kva Air Cooled 1342 30 Kva Air Cooled 1343 40 Kva Air Cooled 1344 50 Kva Oil Cooled 1345 60 Kva Oil Cooled 1346 75 Kva Oil Cooled 1347 100 Kva Oil Cooled 1348 125 Kva Oil Cooled 1349 Servo Controlled Automatic Voltage Stabiliser ( Out Put 415 + / -1% ) Input 280 To 460 Volt 1350 15 Kva Air Cooled 1351 20 Kva Air Cooled 1352 25 Kva Air Cooled 1353 30 Kva Air Cooled 1354 40 Kva Air Cooled 1355 50Kva Air Cooled 1356 60 Kva Oil Cooled 1357 75Kva Oil Cooled 1358 100 Kva Oil Cooled 1359 125 Kva Oil Cooled 1360 150 Kva Oil Cooled 1361 200Kva Oil Cooled 1362 250Kva Oil Cooled 1363 300 Kva Oil Cooled 1364 400 Kva Oil Cooled 1365 M1067termination Kit 1366 Providing And Errecting In-Door Type Termination Kit, For 3.3Kv / 6.6 Kv / 11Kv / 22Kv / 33Kv Xlpe Screened 3 Core Cable 1367 In-Door Termination Kit For 3.3Kv ( E / Ue ) / 6.6 Kv ( E ) Xlpe 3 Core Cable 1368 25-50 Mm2 1369 70-120 Mm2 1370 150-185 Mm2 1371 240-400 Mm2 1372 Out-Door Termination Kit For 3.3 ( E / Ue ) / 6.6 Kv ( E ) Xlpe 3 Core Cable 1373 25-50 Mm2 1374 70-120 Mm2 1375 150-185 Mm2 1376 240-400 Mm2 1377 Straight Through Joint For 3.3Kv ( E / Ue ) / 6.6 Kv ( E ) Xlpe 3 Core Cable 1378 25-50 Mm2 1379 70-120 Mm2 1380 150-185 Mm2 1381 240-300 Mm2 1382 In Door Termination Kit For 11Kv ( E ) Xlpe Screened 3 Core Cable 1383 25-50 Mm2 1384 70-120 Mm2 1385 150-185 Mm2 1386 240-400 Mm2 1387 Out Door Termination Kit For 11Kv ( E ) Xlpe Screened 3 Core Cable 1388 25-50 Mm2 1389 70-120 Mm2 1390 150-185 Mm2 1391 240-400 Mm2 1392 Straight Through Joint For 11 Kv ( E ) Xlpe Screened 3 Core Cable 1393 25-50 Mm2 1394 70-120 Mm2 1395 150-185 Mm2 1396 240-300 Mm2 1397 In Door Termination Kit For 22Kv ( E ) Xlpe Screened 3 Core Cable 1398 25-50 Mm2 1399 70-120 Mm2 1400 150-185 Mm2 1401 240-400 Mm2 1402 Out Door Termination Kit For 22Kv ( E ) Xlpe Screened 3 Core Cable 1403 25-50 Mm2 1404 70-120 Mm2 1405 150-185 Mm2 1406 240-400 Mm2 1407 Straight Through Joint For 22 Kv ( E ) Xlpe Screened 3 Core Cable 1408 25-50 Mm2 1409 70-95 Mm2 1410 120-150 Mm2 1411 185-240 Mm2 1412 300-400 Mm2 1413 In Door Termination Kit For 33Kv ( E ) Xlpe Screened 3 Core Cable 1414 25-50 Mm2 1415 70-95 Mm2 1416 120-185 Mm2 1417 240-400 Mm2 1418 Out Door Termination Kit For 33 Kv ( E ) Xlpe Screened 3 Core Cable 1419 25-50 Mm2 1420 70-95 Mm2 1421 120-185 Mm2 1422 240-400 Mm2 1423 Straight Through Joint For 33 Kv ( E ) Xlpe Screened 3 Core Cable 1424 35-70 Mm2 1425 95-150 Mm2 1426 185-300 Mm2 1427 400 Mm2