E-Quotation For Rate Of Materials For Schedule Of Rate Jharkhand - 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 ( Iv ) 32 Mm 120 ( V ) 40 Mm 121 ( Vi ) 50 Mm 122 ( Vii ) 65 Mm 123 ( Viii ) 80 Mm 124 ( Ix ) 100 Mm 125 ( X ) 125 Mm 126 ( Xi ) 150 Mm 127 [ F ] Reducing Socket Plain Of The Following Sizes ( Taking Larger Dimension ) 128 ( I ) 20 Mm 129 ( Ii ) 25 Mm 130 ( Iii ) 32 Mm 131 ( Iv ) 40 Mm 132 ( V ) 50 Mm 133 ( Vi ) 65 Mm 134 ( Vii ) 80 Mm 135 ( Viii ) 100 Mm 136 ( Ix ) 125 Mm 137 ( X ) 150 Mm 138 [ G ] Union Socket Of The Following Sizes 139 ( I ) 15 Mm 140 ( Ii ) 20 Mm 141 ( Iii ) 25 Mm 142 ( Iv ) 32 Mm 143 ( V ) 40 Mm 144 ( Vi ) 50 Mm 145 ( Vii ) 65 Mm 146 ( Viii ) 80 Mm 147 ( Ix ) 100 Mm 148 ( X ) 125 Mm 149 ( Xi ) 150 Mm 150 [ H ] Plugs Of The Following Sizes 151 ( I ) 15 Mm 152 ( Ii ) 20 Mm 153 ( Iii ) 25 Mm 154 ( Iv ) 32 Mm 155 ( V ) 40 Mm 156 ( Vi ) 50 Mm 157 ( Vii ) 65 Mm 158 ( Viii ) 80 Mm 159 ( Ix ) 100 Mm 160 ( X ) 125 Mm 161 ( Xi ) 150 Mm 162 [ I ] Jam Nuts Of The Following Sizes 163 ( I ) 15 Mm 164 ( Ii ) 20 Mm 165 ( Iii ) 25 Mm 166 ( Iv ) 32 Mm 167 ( V ) 40 Mm 168 ( Vi ) 50 Mm 169 ( Vii ) 65 Mm 170 ( Viii ) 80 Mm 171 ( Ix ) 100 Mm 172 ( X ) 125 Mm 173 ( Xi ) 150 Mm 174 [ J ] G.I. Nipple Of The Following Sizes 175 ( I ) 15 Mm Dia X 100 Mm Long 176 ( Ii ) 20 Mm Dia X 100 Mm Long 177 ( Iii ) 25 Mm Dia X 100 Mm Long 178 ( Iv ) 32Mm Dia X 100 Mm Long 179 ( V ) 40 Mm Dia X 100 Mm Long 180 ( Vi ) 50 Mm Dia X 100 Mm Long 181 ( Vii ) 65 Mm Dia X 100 Mm Long 182 ( Viii ) 80 Mm Dia X 100 Mm Long 183 ( Ix ) 100 Mm Dia X 100 Mm Long 184 [ K ] G.I. Pipes Midium ( Tata Mark ) Or Equivalent As Per Is-1239 ( Part-01 ) / 2004 Isi Marked / Medium Quality 185 ( I ) 15 Mm Dia 186 ( Ii ) 20 Mm Dia 187 ( Iii ) 25 Mm Dia 188 ( Iv ) 32 Mm Dia 189 ( V ) 40 Mm Dia 190 ( Vii ) 65 Mm Dia 191 Mirrors ( M931 ) 192 ( 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 193 ( B ) -Do- 450 Mm X 300 Mm -Do- 194 ( A ) Glass Shelf 600 Mm X 125 Mm With C.P. Brass Rail ( M932 ) 195 ( B ) -Do- 450 Mm X 125 Mm -Do- 196 ( A ) C.P. Brass Towel Rail 20 Mm X 600 Mm With Bracket All Complete ( M933 ) 197 ( B ) Anodized Aluminum 20 Mm X 600 Mm Towel Rail Complete With Brackets 198 C.P. Brass Soap Dish Medium Quality With Screw Andhinges Etc. ( M934 ) 199 C.P. Liquid Soap Solution Holder ( M935 ) 200 Vitreous White Glazed Indian Water Closet Of Hindustan / Parry Ware / Cera / Naycer Or Anyotherequivalent Make ( M936 ) 201 ( A ) 580 Mm Long 202 ( B ) 510 Mm Long 203 ( C ) 450 Mm Long 204 ( D ) 510 Mm Long White Glazed Fiber I.W.C 205 Pair Of Vetreous White Glazed Foot Rest Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make ( M937 ) 206 15 Liters Capacity Pull And Let Go High Level C.I. Cistern Complete With Ball Cock And A Pair Of Bracket ( M938 ) 207 ( A ) 12.5 Liters Lowdown C.I. Cistern ( M939 ) 208 ( B ) 10.0 Liters Capacity P.V.C. Low Design Cistern 209 ( A ) White Glazed Vitreous E.W.C With P Trap Orany Other Equivalent Make. ( M940 ) 210 ( B ) E.W.C With S Trap 400 Mm High Of Hindustan / Parry Ware / Cera / Naycear Or Any Other Equivalent Make 211 ( C ) Black / White Plastic Seat For E.W.C -Do- As Above. 212 ( 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 ) 213 ( B ) -Do- Squatting Small 450 Mm X 350 Mm 214 ( C ) -Do- Squatting Large 600 Mm X 350 Mm 215 ( D ) White Glazed Vitreous Earthen Ware Urinal Standing Corner Size 600 Mm X 350 Mm Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 216 ( E ) Partition Plate For Urinal 25 X 13 Size 217 ( F ) 5 Liters C.I. Automatic Cistern With All P.V.C Fittings 218 White Glazed Vitreous Wash Hand Basin 550 Mm X 400Mm Size Of Hindustan / Parryware / Cera / Naycer Or Any Otherequivalent Make. ( M942 ) 219 White Glazed Vitreous Earthen Ware Kitchensinks Of Hindustan / Parryware / Cera / Nayceror Any Other Equivalent Make ( M943 ) 220 ( A ) Kitchen Sink 600 Mm X 450 Mm X 200 Mm ( 24 X 18 X 8 ) 221 ( B ) Kitchen Sink 600 Mm X 450 Mm X 250 Mm ( 24 X 18 X 10 ) 222 ( C ) Lab Sink 450 Mm X 300 Mm X 150 Mm ( 18 X 12 X 6 ) 223 ( D ) Lab Sink 300 Mm X 250 Mm X 150 Mm ( 12 X 10 X 6 ) 224 Drain Board. ( M944 ) 225 ( A ) 600 Mm X 450 Mm ( 24 X 18 ) 226 ( B ) 525 Mm X 450 Mm ( 21 X 18 ) 227 H.C.I. Pipes ( M945 ) 228 ( A ) 50 Mm Dia Single Socket 6-0 ( With Ear Weight 13 Kg ) 229 ( B ) 80 Mm Dia Single Socket 6-0 ( With Ear Weight 18 Kg ) 230 ( C ) 100 Mm Dia Single Socket 6-0 ( With Ear Weight 23 Kg ) 231 ( D ) 150 Mm Dia Single Socket 6-0 ( With Ear Weight 30 Kg ) 232 ( E ) 50 Mm Dia Double Socket 6-0 ( With Ear Weight 14 Kg ) 233 ( F ) 80 Mm Dia Double Socket 6-0 ( With Ear Weight 19 Kg ) 234 ( G ) 100 Mm Dia Double Socket 6-0 ( With Ear Weight 25 Kg ) 235 ( H ) 150 Mm Dia Double Socket 6-0 ( With Ear Weight 13 Kg ) 236 ( I ) 50 Mm Dia Single Socket 3-0 ( With Ear Weight 7.25 Kg ) 237 ( J ) 80 Mm Dia Single Socket 3-0 ( With Ear Weight 10.5 Kg ) 238 ( K ) 100 Mm Dia Single Socket 3-0 ( With Ear Weight 13.75 Kg ) 239 ( L ) 150 Mm Dia Single Socket 3-0 With Ear 240 ( M ) 50 Mm Dia Single Socket 2-0 ( With Ear Weight 5.35 Kg ) 241 ( N ) 80 Mm Dia Single Socket2-0 ( With Ear Weight 8.00 Kg ) 242 ( O ) 100 Mm Dia Single Socket 2-0 ( With Ear Weight 10.10 Kg ) 243 ( P ) 150 Mm Dia Single Socket 2-0 With Ear 244 ( Q ) 50 Mm Dia Single Socket 1-0 ( With Ear Weight 3.4 Kg ) 245 ( R ) 80 Mm Dia Single Socket 1-0 ( With Ear Weight 5.50 Kg ) 246 ( S ) 100 Mm Dia Single Socket 1-0 ( With Ear Weight 7.60 Kg ) 247 ( T ) 150 Mm Dia Single Socket 248 H.C.I. Fittings. ( M946 ) 249 ( I ) Plain Bend Of Following Size 250 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.75 Kg ) 251 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.5 Kg ) 252 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 253 ( D ) 150 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 254 ( Ii ) Bend With Door With Following Size 255 ( A ) 50 Mm Dia ( Wight Without Ear And Socket 2.75 Kg ) 256 ( B ) 80 Mm Dia ( Wight Without Ear And Socket 4.00 Kg ) 257 ( C ) 100 Mm Dia -Do- 5.5 Kg 258 ( D ) 150 Mm Dia -Do- 259 ( Iii ) Single Junction With Door Of Followings Sizes. 260 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 3.75 Kg ) 261 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 6.50 Kg ) 262 ( C ) 100 Mm Dia -Do- 9.50 Kg 263 ( D ) 150 Mm Dia -Do- 264 ( Iv ) Double Junction With Door Of Following Sizes. 265 ( A ) 50 Mm Dia -Do- 4.5 Kg 266 ( B ) 80 Mm Dia -Do- 7.00 Kg 267 ( C ) 100 Mm Dia -Do- 13.00 Kg 268 ( D ) 150 Mm Dia -Do- 269 ( V ) Heel Rest Bend Of Following Sizes 270 ( A ) 50 Mm Dia 271 ( B ) 80 Mm Dia 272 ( C ) 100 Mm Dia 273 ( D ) 150 Mm Dia 274 ( Vi ) Cowel Of Following Sizes 275 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.25 Kg ) 276 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 277 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 278 ( D ) 150 Mm Dia -Do- 279 ( Vii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.5 Kg 280 ( Viii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.8 Kg 281 ( Ix ) 100 Mm X 80 Mm Floor Trap ( Weight Without Ear And Socket ) 4.00 Kg 282 ( X ) Pass Over 50 Mm X 150 Mm For 50 Mm Projection 283 ( Xi ) -Do- 100 Mm X 150 Mm For 100 Mm Projection 284 ( Xii ) Inverted Junction Single 100 Mm X 50 ( Weight Without Ear And Socket ) 9.0 Kg 285 ( Xiii ) Inverted Junction Double 100 Mm X 50 Mm X 50 Mm ( Weight Without Ear And Socket ) 12.0 Kg 286 ( Xiv ) H.C.I. Offset 80 Mm Projection Of The Following Size 287 ( A ) 50 Mm Dia ( Weight Without Ear And Socket ) 2.75 Kg 288 ( B ) 80 Mm Dia -Do- 3.50 Kg 289 ( C ) 100 Mm Dia -Do- 5.00 Kg 290 ( D ) 150 Mm Dia -Do- 291 ( Xv ) H.C.I. Socket Of Following Sizes 292 ( A ) 50 Mm Dia ( Weight Without Ear ) 1.50 Kg 293 ( B ) 80 Mm Dia ( Weight Without Ear ) 3.00 Kg 294 ( C ) 100 Mm Dia ( Weight Without Ear ) 4.50 Kg 295 ( D ) 150 Mm Dia ( Weight Without Ear ) -Do- 296 C.I. Cover With Frame For Manhole And Inspection Chamber. ( M947 ) 297 ( A ) 600 Mm X 450 Mm Size ( Wt. 39 Kg ) 298 ( B ) 600 Mm X 450 Mm Size ( Wt. 25 Kg ) 299 ( C ) 500 Mm X 450 Mm Size ( Wt. 25 Kg ) 300 C.I. Bracket Pair For W.H.B. ( M948 ) 301 ( A ) 550 Mm X 400 Mm Size ( 22 X 16 ) 302 ( B ) -Do- For 12.5 Liter Cistern 303 ( C ) -Do- For 600 Mm X 450 Mm ( 24 X 18 ) Sink 304 ( D ) 40 Mm X 60 Mm Ms Plate Bracket For Sink As Above 305 ( A ) 32 Mm ( 1 1 / 4 ) C.P. Brass Waste For W.H.B ( M949 ) 306 ( B ) 40 Mm ( 1 1 / 2 ) C.P. Brass Waste For W.H.B For Sink 307 ( C ) 32 Mm ( 1 1 / 4 ) C.P. Waste Of White Metal 308 ( D ) 40 Mm ( 1 1 / 2 ) C.P. Waste Of White Metal 309 ( A ) 32 Mm ( 1 1 / 4 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) Withbrass Union For W H B ( M950 ) 310 ( B ) 40 Mm ( 1 1 / 2 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) With Brass Union For W H B 311 32 Mm ( 1 1 / 4 ) P.V.C. Telescopic Flush Pipe With Brass Union For High Level Cistern ( M951 ) 312 Rubber Inserttion 3 Mm ( 1 / 8 ) Thick ( M952 ) 313 Pig Lead ( M953 ) 314 Yarn ( M954 ) 315 Rubber Gasket For C.I Pipe Of Good Quality ( M955 ) 316 ( A ) 80 Mm 317 ( B ) 100 Mm 318 ( C ) 125 Mm 319 ( D ) 150 Mm 320 ( E ) 200 Mm 321 ( F ) 250 Mm 322 ( G ) 300 Mm 323 ( H ) 350 Mm 324 ( I ) 400 Mm 325 ( J ) 450 Mm 326 ( K ) 500 Mm 327 ( L ) 600 Mm 328 ( M ) 700 Mm 329 ( N ) 750 Mm 330 ( O ) 800 Mm 331 ( P ) 900 Mm 332 ( Q ) 1000 Mm 333 ( R ) 1200 Mm 334 Cotton Waste ( M956 ) 335 Asbestos Suta ( Gland Packing ) ( M957 ) 336 Solvent Cement ( M958 ) 337 Hydrocloric Acid ( Sepecific Gravity 1.20 ) ( M959 ) 338 Cp & Pvc Fitting ( M960 ) 339 ( I ) 32 Mm Dia C.P. Waste 340 ( Ii ) 32 Mm Dia Pv C Waste Pipe 750 Mm Long With Coupling 341 ( Iii ) 40 Mm Dia C.P. Waste 342 ( Iv 40 Mm Dia Pvc Waste Pipe 750 Mm Long With Coupling 343 ( V 100 Mm Dia Steel Jali 344 ( Vi ) 15 Mm Dia C.P. Nipple With Coupling ( Short Pieces ) 345 ( Vii ) 50 Mm Dia Pvc Pipe With Coupling 346 Special Type Of C.P. Bath Room Fittings For V.I.P.Buildings ( Jal, Jaquar, Marc Or Equivalent Mark ) ( M961 ) 347 ( I ) Pillar Cock ( Isi ) 348 ( Ii ) Pillar Cock ( Long Neck ) 349 ( Iii ) Bib Cock ( Isi ) 350 ( Iv ) Bib Cock ( Long Thread ) 351 ( V ) Angular Stop Cock 352 ( Vi ) Angular Stop Cock ( Long Thread ) 353 ( Vii ) Concealed Stop Cock Reduce ( Isi ) 354 ( Viii ) Concealed Stop Cock Heavy-Duty Extra Adjustable Wall Flange 355 ( Ix ) Long Body Bib Cock 356 ( X ) Swan Neck Tap With Left Hand Operating Knob 357 ( Xi ) Central Hole Basin Mixer ( Best Quality ) 358 ( Xii ) Wall Mixer With Telephonic Shower Arrangement 359 ( Xiii ) Wall Mixer With Provision For Over Head Shower With Elbow Coupling And Well Flange 360 ( Xiv ) Wall Mixer 3 In 1 System With Provision For Over Head Shower With Elbow Coupling And Wall Flange 361 ( Xv ) Sink Mixer With Swinging Casted Spout 362 ( Xvi ) Sink Cock With Swinging Casted Spout 363 ( Xvii ) 4 - Way Diverter For Concealed Fittings 364 ( Xviii ) Pressure Adjustable Shower With Revolving Joint 365 ( Xix ) Telephone Shower With Flexible Pipe 366 ( Xx ) Flush Cock With Wall Flange ( 25 Mm ) 367 ( Xxi ) Towel Rail 24 368 ( Xxii ) Towel Ring 369 ( Xxiii ) Soap Dish 370 ( Xxiv ) Tumbler Holder 371 ( Xxv ) Toilet Paper Holder 372 ( Xxvi ) Glass Shelf 22 373 ( Xxvii ) Corner Glass Shelf With Bracket 374 ( Xxviii ) Flush Valve Complete With 32 Mm Size Controlcock & Flange 375 C.I Special & Pvc Pipes ( M962 ) 376 1. C.I Double Shocketted Fittings Bend Such As Bend, Tee, Taper, 377 ( A ) 80-200 Mm 378 ( B ) 250-700 Mm 379 ( C ) 700-1000 Mm 380 2. C.I Double Flange Fittings Such As Tee, Taper, Tailpiece, Bend Etc 381 ( A ) 80-200 Mm 382 ( B ) 250-700 Mm 383 ( C ) 700-1000 Mm 384 Spare Parts Of Hand Pump 385 Hexagonal Bolt M12x1.75X40mm Long Common To Marks Ii & Iii ( M963 ) 386 Hexagonal Nut M12x1.75Mm ( M964 ) 387 Washer M12 ( 2.5Mm Thick ) ( M965 ) 388 High Tensile Bolt M10x1.5X40mm Long. ( M966 ) 389 Nyloc Nut M10x1.5Mm ( M967 ) 390 Handle Axle ( Stainless Steel ) ( M968 ) 391 Washer For Handle Axle ( 4Mm Thick ) ( M969 ) 392 Ball Bearing 6204 Z ( M970 ) 393 Spacer For Handle. ( M971 ) 394 Chain With Coupling. ( M972 ) 395 Hexagonal Bolt For Front Cover M12x1.75Mm Long. ( M973 ) 396 Nitrile Rubber Cup Washer For Mark – Ii & Iii ( M974 ) 397 Nitrile Sealing Ring Mark – Ii ( M975 ) 398 Nitrile Rubber Seating Big For Lower Valve Mark-Ii ( M976 ) 399 Nitrile Rubber Seating Small For Upper Valve Mark-Ii. ( M977 ) 400 Hexagonal Rod Coupling M12x1.75X50mm Long. ( M978 ) 401 Pump Head Assembly ( G.I. ) With Front Cover, Bolt & Third Plate. ( M979 ) 402 Front Cover ( G.I. ) ( M980 ) 403 Handle Assembly ( G.I. ) ( M981 ) 404 ( A ) Water Tank Assemblyfor Mark – Ii ( G.I. ) ( M982 ) 405 ( B ) Water Tank Assembly For Mark – Iii ( Vlom-65 ) 406 Stand Assembly ( G.I. ) Normal. ( M983 ) 407 Stand Assembly ( Telescopic ) ( G.I ) . ( M984 ) 408 Connecting Rod 3Mtr. Long With Coupling And Nut ( Electrogalvanized ) ( M985 ) 409 A ) Cylinder Assembly Complete Set For Mark-Ii ( M986 ) 410 B ) Cylinder Assembly Complete Set For Mark-Iii ( Vlom-65 ) 411 A ) Upper Valve Assembly Complete Set For India Mark-Ii ( M987 ) 412 B ) Upper Valve Assembly Complete Set For India Mark-Iii ( Vlom-65 ) 413 A ) Lower Valve Assembly Complete Set For India Mark-Ii ( M988 ) 414 B ) Lower Valve Assembly Complete Set For Im-Iii 415 Reducer Cap For Cylinder Mark-Ii ( M989 ) 416 A ) Plunger Rod ( S.S. ) For Mark – Ii ( M990 ) 417 B ) Plunger Rod ( S.S. ) For Mark – Iii 418 Upper Valve Guide ( G.M. ) . ( M991 ) 419 Rubber Seat Retainer For Mark-Ii ( M992 ) 420 Third Plate For Head Assembly ( Galanized ) ( M993 ) 421 Cylinder Body With Brass Liner For Im-Ii With Reducer Cap For Top And Bottom. ( M994 ) 422 Gun Metal Spacer. ( M995 ) 423 Check Valve Guide Mark-Ii ( M996 ) 424 A ) Check Valve Seat For Mark – Ii ( M997 ) 425 B ) Check Valve Seat For Mark – Iii 426 Nitrile Rubber “O” Ring ( Vlom-65 ) ( M998 ) 427 Push Rod For Mark – Iii ( S.S ) . ( M999 ) 428 Check Nut For Push Rod ( S.S. ) . ( M1000 ) 429 Nitrile Rubber Cup Washer For Vlom-50 ( M1001 ) 430 Nitrile Rubber Sealing Ring For Mark – Iii Vlom-65 ( M1002 ) 431 Nitrile Rubber Seating Big For Lower Valve Mk-Ii ( M1003 ) 432 Nitrile Rubber Seating Big For Lower Valve M-Iii Vlom-65 ) ( M1004 ) 433 Nitrile Rubber Bobbin Vlom-50 ( M1005 ) 434 Nitrile Rubber “O” Ring Vlom-50 ( M1006 ) 435 Nitrile Rubber Cone For Vlom-50 ( M1007 ) 436 Nitrile Rubber Cone For Vlom-65 ( M1008 ) 437 Nitrile Rubber Centralizer 150Mm For ( Vlom-65 ) . ( M1009 ) 438 Nitrile Rubber Centralizer 125Mm For ( Vlom-65 ) . ( M1010 ) 439 Nitrile Rubber Centralizer 150Mm For ( Vlom-50 ) . ( M1011 ) 440 Nitrile Rubber Centralizer 125Mm For Vlom-50 ( M1012 ) 441 Nitrile Rubber Centralizer 100Mm For Vlom-50 ( M1013 ) 442 Water Tank Assembly Mark – Iii Vlom-50 ( M1014 ) 443 Cylinder Assembly Complete Set For Mark – Iii ( Vlom-50 ) ( M1015 ) 444 Upper Valve Assembly Complete Set For Im-Iii ( Vlom-50 ) ( M1016 ) 445 Lower Valve Assembly Complete Set For Im-Iii ( Vlom-50 ) ( M1017 ) 446 A ) Upper Cap Cylinder Mark – Iii ( Vlom-65 ) ( M1018 ) 447 B ) Upper Cap Cylinder Mark – Iii ( Vlom-50 ) 448 A ) Bottom Cap For Mark – Iii ( Vlom-50 ) ( M1019 ) 449 B ) Bottom Capfor Mark – Iii ( Vlom-65 ) 450 Follower For Im-Iii ( M1020 ) 451 Cage For Mark-Iii ( M1021 ) 452 S.S. Hexagonal Bolt M-6X25mm Long. ( M1022 ) 453 Basic Rate Of Standard I.S.I. Mark Deep Well Hand Pump For India Mark-2, I.S.I. 15500 ( Part 2 ) / 2004 With Latest Revision Including 12Mm X 3Meter Long 8 No. Connecting Rods Made Of Bright Bar Electro-Galvanized Fitted With Coupler & Normal Stand Assembly Ecommended For Use With Cylinder Assembly Suitable For Bore Well Dia 100 To 125Mm Casing Pipe. ( M1023 ) 454 Basic Rate Of Upvc Pipe 125Mm Dia Conforming To I.S.I. Latest Revision Is 12818 / 2016 Cml No. 5543459 ( M1024 ) 455 Basic Rate Of 32Mm G.I. Pipe In 3 Mtrs. Length ( Medium ) With Seamless Socket As Per Relevent B.I.S. Specificationis 1239 ( Part-I ) / 2004 ( M1025 ) 456 Providing And Supplying Of Isi Standarddi Specials & Fitting With Sealing Rubber Gasket Of Sbr, Complete With Cast Iron Follower Gland & Ms Nut Bolts Coated Or Otherwise Protected From Rusting And Suitable For Di Pipescomplete As Per Is-9523 Class K-12 ( Ex Factoryrates ) Inspection Charge Transportation , Cp Extra. ( M1027 ) 457 Socketed 458 100 -150 Mm Dia 459 200-300Mm Dia 460 350-450Mm Dia 461 500-600Mm Dia 462 700 Mm Dia 463 800 Mm Dia 464 900 Mm Dia 465 1000 Mm Dia 466 1100 Mm Dia 467 1200 Mm Dia 468 Flanged 469 100 -150 Mm Dia 470 200-300 Mm Dia 471 350-450Mm Dia 472 500-600Mm Dia 473 700 Mm Dia 474 800 Mm Dia 475 900 Mm Dia 476 1000 Mm Dia 477 1100 Mm Dia 478 1200 Mm Dia 479 Rcc Esr ( M1030 ) 480 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. 481 Notes 482 The Design Of The Structure Be In Accordance With Relevant I.S. Specification ( I.S. 3370 - 1965 Or Revised. ) 483 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. 484 For Design Having More Than 6 Columns, Suitable Bracing Is Obligatory. 485 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 486 Irrespective Of The Type Of Foundation Proposed In The Design, One Set Of Bracing Be Provided At The Ground Level. 487 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. 488 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-300 489 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. 490 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. 491 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. 492 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 ) . 493 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. 494 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. 495 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. 496 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 : 497 12 To 16 M Staging - 2% Per Metre 498 16 To 20 M Staging - 3% Per Metre 499 20 M And Above - 4% Per Metre 500 For 17 M Staging Height, Percentage Calculation Will Be Like Below : 501 12 To 16 M --- 4 X 2 = 8% 502 16 & 17 M --- 1 X 3% = 3% Total = 11% 503 For 21 M Staging Height, Percentage Calculation Will Be Like Below : 504 12 To 16 M --- 4 X 2 = 8% 505 16 To 20 M --- 4 X 3% = 12% 506 20& 21 M --- 1 X 4% = 4% Total = 24% 507 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 ) . 508 Notes 509 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. 510 Conditions From Sr.No.11 To 16 Are For Estimation Purpose Only And Shall Not Appear In The Tender. 511 Rates For Rcc Esrs 512 Upto 25, 000 Litres 513 Cost Of 25, 000 Litres Capacity 514 Add For Capacity Above 25, 000 Upto 50, 000 Litres 515 Cost Of 50, 000 Litres Capacity 516 Add For Capacity Above 50, 000 Upto 75, 000 Litres 517 Cost Of 75, 000 Litres Capacity 518 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 519 Cost Of 1, 00, 000 Litres Capacity 520 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 521 Cost Of 1, 50, 000 Litres Capacity 522 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 523 Cost Of 2, 00, 000 Litres Capacity 524 Add For Capacity Above 2, 00, 000 Upto 2, 50, 000 Litres 525 Cost Of 2, 50, 000 Litres Capacity 526 Add For Capacity Above 2, 50, 000 Upto 3, 00, 000 Litres 527 Cost Of 3, 00, 000 Litres Capacity 528 Add For Capacity Above 3, 00, 000 Upto 4, 00, 000 Litres 529 Cost Of 4, 00, 000 Litres Capacity 530 Add For Capacity Above 4, 00, 000 Upto 5, 00, 000 Litres 531 Cost Of 5, 00, 000 Litres Capacity 532 Add For Capacity Above 5, 00, 000 Upto 7, 50, 000 Litres 533 Cost Of 7, 50, 000 Litres Capacity 534 Add For Capacity Above 7, 50, 000 Upto 10, 00, 000 Litres 535 Cost Of 10, 00, 000 Litres Capacity 536 Add For Capacity Above 10, 00, 000 Upto 15, 00, 000 Litres 537 Cost Of 15, 00, 000 Litres Capacity 538 Add For Capacity Above 15, 00, 000 Upto 20, 00, 000 Litres 539 Cost Of 20, 00, 000 Litres Capacity 540 Rcc Gsr And Sump ( M1031 ) 541 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. 542 Anti –Termite Treatment Shall Be Given For Under Ground Portion Of The Structure. 543 Notes 544 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. ) 545 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. 546 Entire Structure Shall Be In M-300 Only. 547 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. 548 The G.S.R. / Sump Above 15 Lakh Litres Capacity Shall Be In Two Compartment. 549 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%. 550 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. 551 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. 552 Cost Of Pump House Is Not Included In These Rates. 553 Above Rates Are Applicable For Seismic Zones 2, 3 And 4. 554 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. 555 10% Shall Be Added For Sump If Over Head Pump House Is Proposed. 556 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. 557 Rates For Rcc Gsrs And Sumps 558 Upto 25, 000 Litres 559 Cost Of 25, 000 Litres Capacity 560 Add For Capacity Above 25, 000 Upto 50, 000 Litres 561 Cost Of 50, 000 Litres Capacity 562 Add For Capacity Above 50, 000 Upto 75, 000 Litres 563 Cost Of 75, 000 Litres Capacity 564 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 565 Cost Of 1, 00, 000 Litres Capacity 566 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 567 Cost Of 1, 50, 000 Litres Capacity 568 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 569 Cost Of 2, 00, 000 Litres Capacity 570 Add For Capacity Above 2, 00, 000 Upto 3, 00, 000 Litres 571 Cost Of 3, 00, 000 Litres Capacity 572 Add For Capacity Above 3, 00, 000 Upto 5, 00, 000 Litres 573 Cost Of 5, 00, 000 Litres Capacity 574 Add For Capacity Above 5, 00, 000 Upto 10, 00, 000 Litres 575 Cost Of 10, 00, 000 Litres Capacity 576 Addforcapacityabove10, 00, 000Upto15, 00, 000 Litres 577 Cost Of 15, 00, 000 Litres Capacity 578 Add For Capacity Above 15, 00, 000 Litres 579 Note: 10% Shall Be Added Over The Cost Of Gsr For Sump Where Over Head Pump House Is Proposed. 580 Unconventionalwater Treatment Plant ( M1032 ) 581 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. 582 Aeration Fountain 583 Inlet Arrangements 584 Mixing Channel With Ventury Flume And Flow Measuring Arrangement 585 Inlet Channel 586 Flocculator- Conforming To I.S. 7208-1974 ( Type-C ) With Detention Period Of 30 Minutes 587 Tube Settlers-Designing, Fabricating And Constructing Tube Settlers With Square Or Any Other Shaped Tube Like Circular, Cheveron, Hexagonal Etc .Having Proven Performance 588 Rapid Sand Gravity Filters - All Valve Shall Be Glandless. 589 Filter House 590 Chemical House 591 Alum Tanks- 2Nos. With Mixing, Carrying And Dosing Arrangements With Piping. 592 100 Kg Chlorine Cylender For Capacity Upto 5Mld And Chlorine Tonner For Capacity Above 5 Mld. 593 Tcl Solution Tank With Mixing, Carrying And Dosing Arrangement With Piping. 594 Bypass Arrangement 595 External And Internal Electrification 596 Laboratory Equipments 597 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. 598 Wash Water Pumps With 100% Standby 599 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. 600 Pure Water Sump Of Capacity Equal To 1 Hourpumping Capacity. 601 Pure Water Pump House Over The Sump / By The Side Of Sump. 602 Drainage Arrangements 603 Alum Store 604 Sanitary Block With Necessary Water Supply And Drainage Arrangements And Internalwbm Roads. 605 These Rates Are Applicable For Seismic Zones 2, 3 And 4. 606 Rates Given Below Are Inclusive Of Uplift Pressure If Any And Dewatering During The Entire Work. 607 All Rcc Structures Shall Be Constructed In M-250. Structures In Contact With Water Shall Be In M-300. 608 Unconventional Treatment Plants Less Than 1 Mld Capacity Shall Not Be Constructed. 609 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 ) . 610 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. 611 Unconventional Water Treatment Plant 612 Fixed Cost For 1 Mld 613 Add For Capacity Above 1 Mld Upto 2 Mld 614 Cost Of 2 Mld Treatment Plant 615 Add For Capacity Above 2 Mld Upto 3 Mld 616 Cost Of 3 Mld Treatment Plant 617 Conventionalwater Treatment Plant ( M1033 ) 618 Designing ( Aesthetically ) , Providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, Mechanicalandelectricalworks Includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, Mechanicalandelectricalcomponentsofvarioussub-Worksasgivenbelow, Includingnecessaryhydraulic Testing, Structuraltesting, Equipmenttestingandtrialrunfora Periodof3 Months, Etc. Completeas Directedbyengineer-In-Charge ( Turn-Key Job ) . 619 Aeration Fountain- Plan Are A Not Less Than 0.625 Square Metre Per Mld 620 Ventury Flume - With Necessary Devices, Consisting Of Simple Mechanical Indicator. ( Pedestal Type Gauge ) 621 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. 622 Flocculator – Conforming To I.S.7208-1974 ( Type-C ) With Detention Period Of 30 Minutes. 623 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. 624 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. 625 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. 626 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. 627 Wash Water Pumps- Capacity To Fill Water Tank In 1 Hour With 100% Standby. 628 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 ) . 629 Chemical House In Two Storeys 630 Ground Floor To Accommodate 7 Days Alum Requirement And Sundry Storage. 631 First Floor To Accommodate Alum And Lime Tanks.Etc. 632 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. 633 Pure Water Sump And Sump House. 634 Capacity Of Sump – One Hour Of Designed Flow. 635 Pump House- Pump House Of Required Size Over The Sump Or By The Side. 636 Store House-Suitable For Alum Storage Of Three Months Requirement In Monsoon With 10% Extra Capacity For Other Sundry Articles. 637 Vacuum Feed Type Chlorinators- Make Tobe Approved By Mjp. 638 Conforming To I.S. 10533 - A Part-Ii 1983 639 Rate For Withdrawal 640 Temperature Kg. Of Chlorine Discharge Degree C Per Day ( Cylinders ) 641 45 67 Tonnes 642 10 6.359.50 110 643 15 10.75 16.10130 644 20 14.50 21.24254 645 27&Above18.70 28.12315 646 Chlorinator Equipment And Container Room To Conform To I.S. 10553 Part-I 1983. 647 100% Standby Shall Be Provided. 648 By Pass Arrangements - C.I. Or M.S. Pipes. 649 Disposal Of Waste From Wtp: Safe Disposal Arrangement To Near By Nala Including Cost Of Pipe 650 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 651 Drainage Arrangements – Rcc Pipes Up To Plot Boundary. 652 Electrical Installation – Both Internal And External Including Entire Plant Area. 653 Laboratory Equipment –As Per Requirement ( To Be Specified During Tendering ) . 654 Sanitary Blocks – Carpet Area -15 Square Metre Minimum Upto 25 Mld And 25 Square Metre Above 25 Mld. 655 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. 656 Rates Given Below Are Inclusive Of Up Lift Pressure If Any And Dewatering During Entire Work. 657 All Pipes Condutes Channels With20%Overloading 658 These Rates Are Applicable For Seismic Zones 2, 3 And 4. 659 All Rcc Structures Shall Be Constructed In M-300. 660 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 ) . 661 Conventional Water Treatment Plant 662 Above3 Mld To Upto 5 Mld 663 Cost Of 5 Mld Treatment Plant 664 Add For Capacity Above 5Mld Upto 10 Mld 665 Cost Of 10 Mld Treatment Plant 666 Add For Capacity Above 10 Mld Upto20 Mld 667 Cost Of 20 Mld Treatment Plant 668 Add For Capacity Above 20 Mld Upto 50 Mld 669 Cost Of 50 Mld Treatment Plant 670 Add For Capacityabove 50 Mld Upto 100 Mld 671 Cost Of 100 Mld Treatment Plant 672 Add For Capacity Above 100 Mld 673 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 ) 674 300 Mm Dia For Gpt 675 400 Mm Dia For Hygpt 676 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 ) 677 From 0-50 Meter 678 From 51-125 Meter 679 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 ) 680 Drillig Upto 30 Mtr Depth Below G. L. In Rural Area 681 Drilling Beyond 31 Mtr Upto 60 Mtr Below G. L. In Rural Area 682 Trenchless ( M1038 ) 683 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 ) 684 From 900 Mm To 1000 Mm Dia 685 In Soft Soil 686 In Hard Soil 687 In Sandy Soil 688 In Stone Soil 689 From 1000 Mm To 1200 Mm Dia 690 In Soft Soil 691 In Hard Soil 692 In Sandy Soil 693 In Stone Soil 694 Above 1200 Mm To 1500 Mm Dia 695 In Soft Soil 696 In Hard Soil 697 In Sandy Soil 698 In Stone Soil 699 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 ) 700 Upto 300 Mm Dia 701 In Soft Soil 702 In Hard Soil 703 In Sandy Soil 704 In Stone Soil 705 Above300 Mm To 450 Mm Dia 706 In Soft Soil 707 In Hard Soil 708 In Sandy Soil 709 In Stone Soil 710 Above 450 Mm To 600 Mm Dia 711 In Soft Soil 712 In Hard Soil 713 In Sandy Soil 714 In Stone Soil 715 Above 600 Mm To 900 Mm Dia 716 In Soft Soil 717 In Hard Soil 718 In Sandy Soil 719 In Stone Soil 720 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 ) 721 Upto 300 Mm Dia 722 In Soft Soil 723 In Hard Soil 724 In Sandy Soil 725 In Stone Soil 726 Above300 Mm To 450 Mm Dia 727 In Soft Soil 728 In Hard Soil 729 In Sandy Soil 730 In Stone Soil 731 Above 450 Mm To 600 Mm Dia 732 In Soft Soil 733 In Hard Soil 734 In Sandy Soil 735 In Stone Soil 736 Above 600 Mm To 900 Mm Dia 737 In Soft Soil 738 In Hard Soil 739 In Sandy Soil 740 In Stone Soil 741 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 ) 742 Without Byepass Arrangement - Pn-1 743 50 Mm 744 65 Mm 745 80 Mm 746 100 Mm 747 125 Mm 748 150 Mm 749 200 Mm 750 250 Mm 751 300 Mm 752 350 Mm 753 400 Mm 754 450 Mm 755 500 Mm 756 600 Mm 757 700 Mm 758 750 Mm 759 800 Mm 760 900 Mm 761 1000 Mm 762 1100 Mm 763 1200 Mm 764 With Byepass Arrangement - Pn-1 765 50 Mm 766 65 Mm 767 80 Mm 768 100 Mm 769 125 Mm 770 150 Mm 771 200 Mm 772 250 Mm 773 300 Mm 774 350 Mm 775 400 Mm 776 450 Mm 777 500 Mm 778 600 Mm 779 700 Mm 780 750 Mm 781 800 Mm 782 900 Mm 783 1000 Mm 784 1100 Mm 785 1200 Mm 786 Without Byepass Arrangement - Pn-1.6 787 50 Mm 788 65 Mm 789 80 Mm 790 100 Mm 791 125 Mm 792 150 Mm 793 200 Mm 794 250 Mm 795 300 Mm 796 350 Mm 797 400 Mm 798 450 Mm 799 500 Mm 800 600 Mm 801 With Byepass Arrangement - Pn-1.6 802 50 Mm 803 65 Mm 804 80 Mm 805 100 Mm 806 125 Mm 807 150 Mm 808 200 Mm 809 250 Mm 810 300 Mm 811 350 Mm 812 400 Mm 813 450 Mm 814 500 Mm 815 600 Mm 816 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 . 817 With Byepass Arrangement - Pn-1 818 50 Mm 819 65 Mm 820 80 Mm 821 100 Mm 822 125 Mm 823 150 Mm 824 200 Mm 825 250 Mm 826 300 Mm 827 350 Mm 828 400 Mm 829 450 Mm 830 500 Mm 831 600 Mm 832 700Mm 833 750 Mm 834 800 Mm 835 900 Mm 836 1000 Mm 837 1100 Mm 838 1200Mm 839 Without Byepass Arrangement - Pn-1 840 50 Mm 841 65 Mm 842 80 Mm 843 100 Mm 844 125 Mm 845 150 Mm 846 200 Mm 847 250 Mm 848 300 Mm 849 350 Mm 850 400 Mm 851 450 Mm 852 500 Mm 853 600 Mm 854 700Mm 855 750 Mm 856 800 Mm 857 900 Mm 858 1000 Mm 859 1100 Mm 860 1200Mm 861 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 . . 862 Without Byepass Arrangement - Pn-1.6 863 50 Mm 864 65 Mm 865 80 Mm 866 100 Mm 867 125 Mm 868 150 Mm 869 200 Mm 870 250 Mm 871 300 Mm 872 350 Mm 873 400 Mm 874 450 Mm 875 500 Mm 876 600 Mm 877 700Mm 878 750 Mm 879 800 Mm 880 900 Mm 881 1000 Mm 882 1100 Mm 883 1200Mm 884 With Byepass Arrangement - Pn-1.6 885 50 Mm 886 65 Mm 887 80 Mm 888 100 Mm 889 125 Mm 890 150 Mm 891 200 Mm 892 250 Mm 893 300 Mm 894 350 Mm 895 400 Mm 896 450 Mm 897 500 Mm 898 600 Mm 899 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 ) 900 Dia - 06 Inch ( 150 Mm ) 901 Id - 153 Mm Od -167 Mm 902 Screen Thickness - 07 Mm 903 Slot - 1.00 Mm 904 Moc - Lowcarbon Galvenised Steel 905 Length - 5 Mtr. 906 Dia - 08 Inch ( 200 Mm ) 907 Id - 205 Mm Od -221Mm 908 Screen Thickness - 08 Mm 909 Slot - 1.00 Mm 910 Moc - Lowcarbon Galvenised Steel 911 Length - 5 Mtr. 912 Dia - 10 Inch ( 250 Mm ) 913 Id - 256 Mm Od -276Mm 914 Screen Thickness - 10 Mm 915 Slot - 1.00 Mm 916 Moc - Lowcarbon Galvenised Steel 917 Length - 5 Mtr. 918 Dia - 12 Inch ( 300 Mm ) 919 Id - 306 Mm Od -326 Mm 920 Screen Thickness - 10 Mm 921 Slot - 1.00 Mm 922 Moc - Lowcarbon Galvenised Steel 923 Length - 5 Mtr. 924 Dia - 14 Inch ( 350 Mm ) 925 Id - 338 Mm Od -363 Mm 926 Screen Thickness - 12.5 Mm 927 Slot - 1.00 Mm 928 Moc - Lowcarbon Galvenised Steel 929 Length - 5 Mtr. 930 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 ) 931 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 ) 932 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 ) 933 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 ) 934 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 ) 935 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 ) 936 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 ) 937 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 ) 938 Supply Of 200Mm Dia Ribbed Screen Pipe Conferming Tois : 12818: 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . ( M1049 ) 939 Supply Of 125Mm Dia Ribbed Screen Pipe Conferming Tois : 12818: 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . ( M1050 ) 940 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 ) 941 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 ) 942 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 ) 943 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 ) 944 Packaged Lamella Clarified Type Wtp With Mgf Capacity In Mld. 945 Work-0.2 946 Work-0.3 947 Work-0.4 948 Work-0.5 949 Work-0.6
