The Quotation Is Invited To Ascertain And Assess The Rate Of Materials At Par With Lowest Market Rate For Framing Of Schedule Of Rate Under D. W And S Division Hazaribag- 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 Basic Rate Of Upvc Pipe 125Mm Dia Conforming To I.S.I. Latest Revision Is 12818 / 2016 Cml No. 5543459 ( M1024 ) 385 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 ) 386 Socketed 387 100 -150 Mm Dia 388 200-300Mm Dia 389 350-450Mm Dia 390 500-600Mm Dia 391 700 Mm Dia 392 800 Mm Dia 393 900 Mm Dia 394 1000 Mm Dia 395 1100 Mm Dia 396 1200 Mm Dia 397 Flanged 398 100 -150 Mm Dia 399 200-300 Mm Dia 400 350-450Mm Dia 401 500-600Mm Dia 402 700 Mm Dia 403 800 Mm Dia 404 900 Mm Dia 405 1000 Mm Dia 406 1100 Mm Dia 407 1200 Mm Dia 408 Rcc Esr ( M1030 ) 409 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. 410 Notes 411 The Design Of The Structure Be In Accordance With Relevant I.S. Specification ( I.S. 3370 - 1965 Or Revised. ) 412 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. 413 For Design Having More Than 6 Columns, Suitable Bracing Is Obligatory. 414 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 415 Irrespective Of The Type Of Foundation Proposed In The Design, One Set Of Bracing Be Provided At The Ground Level. 416 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. 417 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-300 418 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. 419 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. 420 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. 421 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 ) . 422 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. 423 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. 424 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. 425 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 : 426 12 To 16 M Staging - 2% Per Metre 427 16 To 20 M Staging - 3% Per Metre 428 20 M And Above - 4% Per Metre 429 For 17 M Staging Height, Percentage Calculation Will Be Like Below : 430 12 To 16 M --- 4 X 2 = 8% 431 16 & 17 M --- 1 X 3% = 3% Total = 11% 432 For 21 M Staging Height, Percentage Calculation Will Be Like Below : 433 12 To 16 M --- 4 X 2 = 8% 434 16 To 20 M --- 4 X 3% = 12% 435 20& 21 M --- 1 X 4% = 4% Total = 24% 436 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 ) . 437 Notes 438 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. 439 Conditions From Sr.No.11 To 16 Are For Estimation Purpose Only And Shall Not Appear In The Tender. 440 Rates For Rcc Esrs 441 Upto 25, 000 Litres 442 Cost Of 25, 000 Litres Capacity 443 Add For Capacity Above 25, 000 Upto 50, 000 Litres 444 Cost Of 50, 000 Litres Capacity 445 Add For Capacity Above 50, 000 Upto 75, 000 Litres 446 Cost Of 75, 000 Litres Capacity 447 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 448 Cost Of 1, 00, 000 Litres Capacity 449 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 450 Cost Of 1, 50, 000 Litres Capacity 451 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 452 Cost Of 2, 00, 000 Litres Capacity 453 Add For Capacity Above 2, 00, 000 Upto 2, 50, 000 Litres 454 Cost Of 2, 50, 000 Litres Capacity 455 Add For Capacity Above 2, 50, 000 Upto 3, 00, 000 Litres 456 Cost Of 3, 00, 000 Litres Capacity 457 Add For Capacity Above 3, 00, 000 Upto 4, 00, 000 Litres 458 Cost Of 4, 00, 000 Litres Capacity 459 Add For Capacity Above 4, 00, 000 Upto 5, 00, 000 Litres 460 Cost Of 5, 00, 000 Litres Capacity 461 Add For Capacity Above 5, 00, 000 Upto 7, 50, 000 Litres 462 Cost Of 7, 50, 000 Litres Capacity 463 Add For Capacity Above 7, 50, 000 Upto 10, 00, 000 Litres 464 Cost Of 10, 00, 000 Litres Capacity 465 Add For Capacity Above 10, 00, 000 Upto 15, 00, 000 Litres 466 Cost Of 15, 00, 000 Litres Capacity 467 Add For Capacity Above 15, 00, 000 Upto 20, 00, 000 Litres 468 Cost Of 20, 00, 000 Litres Capacity 469 Rcc Gsr And Sump ( M1031 ) 470 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. 471 Anti –Termite Treatment Shall Be Given For Under Ground Portion Of The Structure. 472 Notes 473 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. ) 474 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. 475 Entire Structure Shall Be In M-300 Only. 476 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. 477 The G.S.R. / Sump Above 15 Lakh Litres Capacity Shall Be In Two Compartment. 478 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%. 479 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. 480 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. 481 Cost Of Pump House Is Not Included In These Rates. 482 Above Rates Are Applicable For Seismic Zones 2, 3 And 4. 483 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. 484 10% Shall Be Added For Sump If Over Head Pump House Is Proposed. 485 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. 486 Rates For Rcc Gsrs And Sumps 487 Upto 25, 000 Litres 488 Cost Of 25, 000 Litres Capacity 489 Add For Capacity Above 25, 000 Upto 50, 000 Litres 490 Cost Of 50, 000 Litres Capacity 491 Add For Capacity Above 50, 000 Upto 75, 000 Litres 492 Cost Of 75, 000 Litres Capacity 493 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 494 Cost Of 1, 00, 000 Litres Capacity 495 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 496 Cost Of 1, 50, 000 Litres Capacity 497 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 498 Cost Of 2, 00, 000 Litres Capacity 499 Add For Capacity Above 2, 00, 000 Upto 3, 00, 000 Litres 500 Cost Of 3, 00, 000 Litres Capacity 501 Add For Capacity Above 3, 00, 000 Upto 5, 00, 000 Litres 502 Cost Of 5, 00, 000 Litres Capacity 503 Add For Capacity Above 5, 00, 000 Upto 10, 00, 000 Litres 504 Cost Of 10, 00, 000 Litres Capacity 505 Addforcapacityabove10, 00, 000Upto15, 00, 000 Litres 506 Cost Of 15, 00, 000 Litres Capacity 507 Add For Capacity Above 15, 00, 000 Litres 508 Note: 10% Shall Be Added Over The Cost Of Gsr For Sump Where Over Head Pump House Is Proposed. 509 Unconventionalwater Treatment Plant ( M1032 ) 510 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. 511 Aeration Fountain 512 Inlet Arrangements 513 Mixing Channel With Ventury Flume And Flow Measuring Arrangement 514 Inlet Channel 515 Flocculator- Conforming To I.S. 7208-1974 ( Type-C ) With Detention Period Of 30 Minutes 516 Tube Settlers-Designing, Fabricating And Constructing Tube Settlers With Square Or Any Other Shaped Tube Like Circular, Cheveron, Hexagonal Etc .Having Proven Performance 517 Rapid Sand Gravity Filters - All Valve Shall Be Glandless. 518 Filter House 519 Chemical House 520 Alum Tanks- 2Nos. With Mixing, Carrying And Dosing Arrangements With Piping. 521 100 Kg Chlorine Cylender For Capacity Upto 5Mld And Chlorine Tonner For Capacity Above 5 Mld. 522 Tcl Solution Tank With Mixing, Carrying And Dosing Arrangement With Piping. 523 Bypass Arrangement 524 External And Internal Electrification 525 Laboratory Equipments 526 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. 527 Wash Water Pumps With 100% Standby 528 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. 529 Pure Water Sump Of Capacity Equal To 1 Hourpumping Capacity. 530 Pure Water Pump House Over The Sump / By The Side Of Sump. 531 Drainage Arrangements 532 Alum Store 533 Sanitary Block With Necessary Water Supply And Drainage Arrangements And Internalwbm Roads. 534 These Rates Are Applicable For Seismic Zones 2, 3 And 4. 535 Rates Given Below Are Inclusive Of Uplift Pressure If Any And Dewatering During The Entire Work. 536 All Rcc Structures Shall Be Constructed In M-250. Structures In Contact With Water Shall Be In M-300. 537 Unconventional Treatment Plants Less Than 1 Mld Capacity Shall Not Be Constructed. 538 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 ) . 539 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. 540 Unconventional Water Treatment Plant 541 Fixed Cost For 1 Mld 542 Add For Capacity Above 1 Mld Upto 2 Mld 543 Cost Of 2 Mld Treatment Plant 544 Add For Capacity Above 2 Mld Upto 3 Mld 545 Cost Of 3 Mld Treatment Plant 546 Conventionalwater Treatment Plant ( M1033 ) 547 Designing ( Aesthetically ) , Providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, Mechanicalandelectricalworks Includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, Mechanicalandelectricalcomponentsofvarioussub-Worksasgivenbelow, Includingnecessaryhydraulic Testing, Structuraltesting, Equipmenttestingandtrialrunfora Periodof3 Months, Etc. Completeas Directedbyengineer-In-Charge ( Turn-Key Job ) . 548 Aeration Fountain- Plan Are A Not Less Than 0.625 Square Metre Per Mld 549 Ventury Flume - With Necessary Devices, Consisting Of Simple Mechanical Indicator. ( Pedestal Type Gauge ) 550 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. 551 Flocculator – Conforming To I.S.7208-1974 ( Type-C ) With Detention Period Of 30 Minutes. 552 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. 553 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. 554 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. 555 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. 556 Wash Water Pumps- Capacity To Fill Water Tank In 1 Hour With 100% Standby. 557 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 ) . 558 Chemical House In Two Storeys 559 Ground Floor To Accommodate 7 Days Alum Requirement And Sundry Storage. 560 First Floor To Accommodate Alum And Lime Tanks.Etc. 561 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. 562 Pure Water Sump And Sump House. 563 Capacity Of Sump – One Hour Of Designed Flow. 564 Pump House- Pump House Of Required Size Over The Sump Or By The Side. 565 Store House-Suitable For Alum Storage Of Three Months Requirement In Monsoon With 10% Extra Capacity For Other Sundry Articles. 566 Vacuum Feed Type Chlorinators- Make Tobe Approved By Mjp. 567 Conforming To I.S. 10533 - A Part-Ii 1983 568 Rate For Withdrawal 569 Temperature Kg. Of Chlorine Discharge Degree C Per Day ( Cylinders ) 570 45 67 Tonnes 571 10 6.359.50 110 572 15 10.75 16.10130 573 20 14.50 21.24254 574 27&Above18.70 28.12315 575 Chlorinator Equipment And Container Room To Conform To I.S. 10553 Part-I 1983. 576 100% Standby Shall Be Provided. 577 By Pass Arrangements - C.I. Or M.S. Pipes. 578 Disposal Of Waste From Wtp: Safe Disposal Arrangement To Near By Nala Including Cost Of Pipe 579 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 580 Drainage Arrangements – Rcc Pipes Up To Plot Boundary. 581 Electrical Installation – Both Internal And External Including Entire Plant Area. 582 Laboratory Equipment –As Per Requirement ( To Be Specified During Tendering ) . 583 Sanitary Blocks – Carpet Area -15 Square Metre Minimum Upto 25 Mld And 25 Square Metre Above 25 Mld. 584 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. 585 Rates Given Below Are Inclusive Of Up Lift Pressure If Any And Dewatering During Entire Work. 586 All Pipes Condutes Channels With20%Overloading 587 These Rates Are Applicable For Seismic Zones 2, 3 And 4. 588 All Rcc Structures Shall Be Constructed In M-300. 589 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 ) . 590 Conventional Water Treatment Plant 591 Above3 Mld To Upto 5 Mld 592 Cost Of 5 Mld Treatment Plant 593 Add For Capacity Above 5Mld Upto 10 Mld 594 Cost Of 10 Mld Treatment Plant 595 Add For Capacity Above 10 Mld Upto20 Mld 596 Cost Of 20 Mld Treatment Plant 597 Add For Capacity Above 20 Mld Upto 50 Mld 598 Cost Of 50 Mld Treatment Plant 599 Add For Capacityabove 50 Mld Upto 100 Mld 600 Cost Of 100 Mld Treatment Plant 601 Add For Capacity Above 100 Mld 602 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 ) 603 300 Mm Dia For Gpt 604 400 Mm Dia For Hygpt 605 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 ) 606 From 0-50 Meter 607 From 51-125 Meter 608 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 ) 609 Drillig Upto 30 Mtr Depth Below G. L. In Rural Area 610 Drilling Beyond 31 Mtr Upto 60 Mtr Below G. L. In Rural Area 611 Trenchless ( M1038 ) 612 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 ) 613 From 900 Mm To 1000 Mm Dia 614 In Soft Soil 615 In Hard Soil 616 In Sandy Soil 617 In Stone Soil 618 From 1000 Mm To 1200 Mm Dia 619 In Soft Soil 620 In Hard Soil 621 In Sandy Soil 622 In Stone Soil 623 Above 1200 Mm To 1500 Mm Dia 624 In Soft Soil 625 In Hard Soil 626 In Sandy Soil 627 In Stone Soil 628 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 ) 629 Upto 300 Mm Dia 630 In Soft Soil 631 In Hard Soil 632 In Sandy Soil 633 In Stone Soil 634 Above300 Mm To 450 Mm Dia 635 In Soft Soil 636 In Hard Soil 637 In Sandy Soil 638 In Stone Soil 639 Above 450 Mm To 600 Mm Dia 640 In Soft Soil 641 In Hard Soil 642 In Sandy Soil 643 In Stone Soil 644 Above 600 Mm To 900 Mm Dia 645 In Soft Soil 646 In Hard Soil 647 In Sandy Soil 648 In Stone Soil 649 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 ) 650 Upto 300 Mm Dia 651 In Soft Soil 652 In Hard Soil 653 In Sandy Soil 654 In Stone Soil 655 Above300 Mm To 450 Mm Dia 656 In Soft Soil 657 In Hard Soil 658 In Sandy Soil 659 In Stone Soil 660 Above 450 Mm To 600 Mm Dia 661 In Soft Soil 662 In Hard Soil 663 In Sandy Soil 664 In Stone Soil 665 Above 600 Mm To 900 Mm Dia 666 In Soft Soil 667 In Hard Soil 668 In Sandy Soil 669 In Stone Soil 670 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 ) 671 Without Byepass Arrangement - Pn-1 672 50 Mm 673 65 Mm 674 80 Mm 675 100 Mm 676 125 Mm 677 150 Mm 678 200 Mm 679 250 Mm 680 300 Mm 681 350 Mm 682 400 Mm 683 450 Mm 684 500 Mm 685 600 Mm 686 700 Mm 687 750 Mm 688 800 Mm 689 900 Mm 690 1000 Mm 691 1100 Mm 692 1200 Mm 693 With Byepass Arrangement - Pn-1 694 50 Mm 695 65 Mm 696 80 Mm 697 100 Mm 698 125 Mm 699 150 Mm 700 200 Mm 701 250 Mm 702 300 Mm 703 350 Mm 704 400 Mm 705 450 Mm 706 500 Mm 707 600 Mm 708 700 Mm 709 750 Mm 710 800 Mm 711 900 Mm 712 1000 Mm 713 1100 Mm 714 1200 Mm 715 Without Byepass Arrangement - Pn-1.6 716 50 Mm 717 65 Mm 718 80 Mm 719 100 Mm 720 125 Mm 721 150 Mm 722 200 Mm 723 250 Mm 724 300 Mm 725 350 Mm 726 400 Mm 727 450 Mm 728 500 Mm 729 600 Mm 730 With Byepass Arrangement - Pn-1.6 731 50 Mm 732 65 Mm 733 80 Mm 734 100 Mm 735 125 Mm 736 150 Mm 737 200 Mm 738 250 Mm 739 300 Mm 740 350 Mm 741 400 Mm 742 450 Mm 743 500 Mm 744 600 Mm 745 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 . 746 With Byepass Arrangement - Pn-1 747 50 Mm 748 65 Mm 749 80 Mm 750 100 Mm 751 125 Mm 752 150 Mm 753 200 Mm 754 250 Mm 755 300 Mm 756 350 Mm 757 400 Mm 758 450 Mm 759 500 Mm 760 600 Mm 761 700Mm 762 750 Mm 763 800 Mm 764 900 Mm 765 1000 Mm 766 1100 Mm 767 1200Mm 768 Without Byepass Arrangement - Pn-1 769 50 Mm 770 65 Mm 771 80 Mm 772 100 Mm 773 125 Mm 774 150 Mm 775 200 Mm 776 250 Mm 777 300 Mm 778 350 Mm 779 400 Mm 780 450 Mm 781 500 Mm 782 600 Mm 783 700Mm 784 750 Mm 785 800 Mm 786 900 Mm 787 1000 Mm 788 1100 Mm 789 1200Mm 790 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 . . 791 Without Byepass Arrangement - Pn-1.6 792 50 Mm 793 65 Mm 794 80 Mm 795 100 Mm 796 125 Mm 797 150 Mm 798 200 Mm 799 250 Mm 800 300 Mm 801 350 Mm 802 400 Mm 803 450 Mm 804 500 Mm 805 600 Mm 806 700Mm 807 750 Mm 808 800 Mm 809 900 Mm 810 1000 Mm 811 1100 Mm 812 1200Mm 813 With Byepass Arrangement - Pn-1.6 814 50 Mm 815 65 Mm 816 80 Mm 817 100 Mm 818 125 Mm 819 150 Mm 820 200 Mm 821 250 Mm 822 300 Mm 823 350 Mm 824 400 Mm 825 450 Mm 826 500 Mm 827 600 Mm 828 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 ) 829 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 ) 830 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 ) 831 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 ) 832 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 ) 833 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 ) 834 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 ) 835 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 ) 836 Supply Of 200Mm Dia Ribbed Screen Pipe Conferming Tois : 12818: 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . ( M1049 ) 837 Supply Of 125Mm Dia Ribbed Screen Pipe Conferming Tois : 12818: 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . ( M1050 ) 838 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 ) 839 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 ) 840 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 ) 841 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 ) 842 Packaged Lamella Clarified Type Wtp With Mgf Capacity In Mld. 843 Size-0.2 844 Size-0.3 845 Size-0.4 846 Size-0.5 847 Size-0.6
