E Quotation For Rate Of Materials And Plant And Machineries For Schedule Of Rate Jharkhand-1 1.01 Polythene Water Storage Tank Of Mark ( E.G Sintex / Sinter / Himgiri / Gangotietc ) With Cover And Locking System Bi01010001010000000000000515bi0100001113 1 Per / Liter 2 1.02 Hdpe Pipes 75Mm Dia Bi01010001010000000000000515bi0100001114 1 Meter 3 1.03 Hdpe Pipes 90Mm Dia Bi01010001010000000000000515bi0100001115 1 Meter 4 1.04 Gi Pipe 50 Mm Dia ( Tata Or Equivalent Make ) Bi01010001010000000000000515bi0100001116 1 Meter 5 1.05 400 Sq. Mm, 3.5 Core Armoured Al Conductor Electric Cable Confirming To Is-1554 Bi01010001010000000000000515bi0100001117 1 Meter 6 1.06 Jute Bi01010001010000000000000515bi0100001117 1 P / Kg. 7 1.07 G.M. Ferrules Bi01010001010000000000000515bi0100001112 8 1.08 ( I ) 8 Mm Dia Wt. Not Less Than 400 Gms Bi01010001010000000000000515bi0100001119 1 Each 9 1.09 ( Ii ) 10 Mm Dia Wt. Not Less Than 400 Gms Bi01010001010000000000000515bi0100001120 1 Each 10 1.1 ( Iii ) 15 Mm Dia Wt. Not Less Than 400 Gms Bi01010001010000000000000515bi0100001121 1 Each 11 1.11 ( Iv ) 20 Mm Dia Wt. Not Less Than 600 Gms Bi01010001010000000000000515bi0100001122 1 Each 12 1.12 ( V ) 25 Mm Dia Wt. Not Less Than 900 Gms Bi01010001010000000000000515bi0100001123 1 Each 13 1.13 Stop Cocks Bi01010001010000000000000515bi0100001124 14 1.14 ( I ) 15 Mm Brass Stop Cock Wt. Not Less Than 300 Gms Bi01010001010000000000000515bi0100001123 1 Each 15 1.15 ( Ii ) 20 Mm Brass Stop Cock Wt. Not Less Than 400 Gms Bi01010001010000000000000515bi0100001123 1 Each 16 1.16 ( Iii ) 25 Mm Brass Stop Cock Wt. Not Less Than 575 Gms Bi01010001010000000000000515bi0100001123 1 Each 17 1.17 ( Iv ) 32 Mm Brass Stop Cock Wt. Not Less Than 850 Gms Bi01010001010000000000000515bi0100001123 1 Each 18 1.18 ( V ) 40 Mm Brass Stop Cock Wt. Not Less Than 1.15 Kg Bi01010001010000000000000515bi0100001123 1 Each 19 1.19 ( Vi ) 50 Mm Brass Stop Cock Wt. Not Less Than 2.15 Kg Bi01010001010000000000000515bi0100001123 1 Each 20 1.2 ( Vii ) 15 Mm Dia C.I. Body Brass Working Part Stop Cock. Bi01010001010000000000000515bi0100001123 1 Each 21 1.21 ( Viii ) 20 Mm Dia C.I. Body Brass Working Part Stop Cock. Bi01010001010000000000000515bi0100001123 1 Each 22 1.22 ( Ix ) 25 Mm Dia C.I. Body Brass Working Part Stop Cock. Bi01010001010000000000000515bi0100001123 1 Each 23 1.23 G.M. Full Way Valve Bi01010001010000000000000515bi0100001124 24 1.24 ( I ) 15 Mm Dia Wt. Not Less Than 300 Gms Without Wheel 1 Each 25 1.25 ( Ii ) 20 Mm Dia Wt. Not Less Than 400 Gms Without Wheel 1 Each 26 1.26 ( Iii ) 25 Mm Dia Wt. Not Less Than 500 Gms Without Wheel 1 Each 27 1.27 ( Iv ) 32 Mm Dia Wt. Not Less Than 700 Gms Without Wheel 1 Each 28 1.28 ( V ) 40 Mm Dia Wt. Not Less Than 1.0 Kg Without Wheel 1 Each 29 1.29 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.4 Kg Without Wheel 1 Each 30 1.3 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.8 Kg Without Wheel 1 Each 31 1.31 ( Viii ) 80 Mm Dia Wt. Not Less Than 2.5 Kg Without Wheel 1 Each 32 1.32 G.M. Non Return Valve Verticle Bi01010001010000000000000515bi0100001124 33 1.33 ( I ) 15 Mm Dia Wt. Not Less Than 150 Gms 1 Each 34 1.34 ( Ii ) 20 Mm Dia Wt. Not Less Than 250 Gms 1 Each 35 1.35 ( Iii ) 25 Mm Dia Wt. Not Less Than 375 Gms 1 Each 36 1.36 ( Iv ) 32 Mm Dia Wt. Not Less Than 600 Gms 1 Each 37 1.37 ( V ) 40 Mm Dia Wt. Not Less Than 700 Gms 1 Each 38 1.38 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.0 Kg 1 Each 39 1.39 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.20 Kg 1 Each 40 1.4 ( Viii ) 80 Mm Dia Wt. Not Less Than 1.50 Kg 1 Each 41 1.41 ( Ix ) 100 Mm Dia Wt. Not Less Than 1.80 Kg 1 Each 42 1.42 G.M. Non Return Valve Horizontal Bi01010001010000000000000515bi0100001124 43 1.43 ( I ) 15 Mm Dia Wt. Not Less Than 150 Gms 1 Each 44 1.44 ( Ii ) 20 Mm Dia Wt. Not Less Than 250 Gms 1 Each 45 1.45 ( Iii ) 25 Mm Dia Wt. Not Less Than 375 Gms 1 Each 46 1.46 ( Iv ) 32 Mm Dia Wt. Not Less Than 600 Gms 1 Each 47 1.47 ( V ) 40 Mm Dia Wt. Not Less Than 700 Gms 1 Each 48 1.48 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.0 Kg 1 Each 49 1.49 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.20 Kg 1 Each 50 1.5 ( Viii ) 80 Mm Dia Wt. Not Less Than 1.50 Kg 1 Each 51 1.51 ( Ix ) 100 Mm Dia Wt. Not Less Than 1.80 Kg 1 Each 52 1.52 Cocks Bi01010001010000000000000515bi0100001124 53 1.53 ( I ) 15 Mm Dia G.M. Bib Cock Wt. Not Less Than 300 Gms 1 Each 54 1.54 ( Ii ) 15 Mm Dia Brass Bib Cock Wt. Not Less Than 400 Gms 1 Each 55 1.55 ( Iii ) 15 Mm Dia C.I. Bib Cock Wt. Not Less Than 400 Gms 1 Each 56 1.56 ( Iv ) 15 Mm Dia C.I. Body Brass Working Part Spray Painted N Bib Cock Wt. Not Less Than 400 Gms 1 Each 57 1.57 ( V ) 15 Mm Dia C.I. Brass Pillar Cock Cock Wt. Not Less Than 400 Gms 1 Each 58 1.58 ( Vi ) 15 Mm C.I. Plug Cock Ordinary 1 Each 59 1.59 ( Vii ) 15 Mm C.I. Push Cock Ordinary 1 Each 60 1.6 Chromium Plated Brass Fittings Bi01010001010000000000000515bi0100001124 61 1.61 ( I ) C.P. Shower Rose 100 Mm Dia 1 Each 62 1.62 ( Ii ) C.P. Shower Rose 125 Mm Dia 1 Each 63 1.63 ( Iii ) P.V.C. Shower Rose 150 Mm Dia 1 Each 64 1.64 ( Iv ) P.V.C Shower Rose 125 Mm Dia 1 Each 65 1.65 Connection Pipe Bi01010001010000000000000515bi0100001124 66 1.66 ( I ) 15 Mm Dia X 30 Cm. Long Lead Connection Pipe With Brass Fittings. 1 Each 67 1.67 ( Ii ) 15 Mm Dia X 45 Cm. Long Lead Connection Pipe With Brass Fittings. 1 Each 68 1.68 ( Iii ) 15 Mm Dia X 30 Cm. Long Pvc Connection Pipe With Brass Fittings. 1 Each 69 1.69 ( Iv ) 15 Mm Dia X 45 Cm. Long Pvc Connection Pipe With Brass Fittings. 1 Each 70 1.7 G.I. Fittings ( Conforming To I.S. - 1879 ) Isi Marked [ A ] G.I. Bend Bi01010001010000000000000515bi0100001124 71 1.71 ( I ) 15 Mm 1 Each 72 1.72 ( Ii ) 20 Mm 1 Each 73 1.73 ( Iii ) 25 Mm 1 Each 74 1.74 ( Iv ) 32 Mm 1 Each 75 1.75 ( V ) 40 Mm 1 Each 76 1.76 ( Vi ) 50 Mm 1 Each 77 1.77 ( Vii ) 65 Mm 1 Each 78 1.78 ( Viii ) 80 Mm 1 Each 79 1.79 ( Ix ) 100 Mm 1 Each 80 1.8 ( X ) 125 Mm 1 Each 81 1.81 ( Xi ) 150 Mm 1 Each 82 1.82 ( Viii ) 80 Mm 1 Each 83 1.83 ( Ix ) 100 Mm 1 Each 84 1.84 ( X ) 125 Mm 1 Each 85 1.85 ( Xi ) 150 Mm 1 Each 86 1.86 [ B ] Elbow Of The Following Sizes Bi01010001010000000000000515bi0100001124 87 1.87 ( I ) 15 Mm 1 Each 88 1.88 ( Ii ) 20 Mm 1 Each 89 1.89 ( Iii ) 25 Mm 1 Each 90 1.9 ( Iv ) 32 Mm 1 Each 91 1.91 ( V ) 40 Mm 1 Each 92 1.92 ( Vi ) 50 Mm 1 Each 93 1.93 ( Vii ) 65 Mm 1 Each 94 1.94 ( Viii ) 80 Mm 1 Each 95 1.95 ( Ix ) 100 Mm 1 Each 96 1.96 ( X ) 125 Mm 1 Each 97 1.97 ( Xi ) 150 Mm 1 Each 98 1.98 [ C ] Tee Plain Of The Following Sizes Bi01010001010000000000000515bi0100001124 99 1.99 ( I ) 15 Mm 1 Each 100 2 ( Ii ) 20 Mm 1 Each 101 2.01 ( Iii ) 25 Mm 1 Each 102 2.02 ( Iv ) 32 Mm 1 Each 103 2.03 ( V ) 40 Mm 1 Each 104 2.04 ( Vi ) 50 Mm 1 Each 105 2.05 ( Vii ) 65 Mm 1 Each 106 2.06 ( Viii ) 80 Mm 1 Each 107 2.07 ( Ix ) 100 Mm 1 Each 108 2.08 ( X ) 125 Mm 1 Each 109 2.09 ( Xi ) 150 Mm 1 Each 110 2.1 [ D ] Reducing Tee Plain Of The Following Sizes ( Taking Larger Dimension ) Bi01010001010000000000000515bi0100001124 111 2.11 ( I ) 20 Mm 1 Each 112 2.12 ( Ii ) 25 Mm 1 Each 113 2.13 ( Iii ) 32 Mm 1 Each 114 2.14 ( Iv ) 40 Mm 1 Each 115 2.15 ( V ) 50 Mm 1 Each 116 2.16 ( Vi ) 65 Mm 1 Each 117 2.17 ( Vii ) 80 Mm 1 Each 118 2.18 ( Viii ) 100 Mm 1 Each 119 2.19 ( Ix ) 125 Mm 1 Each 120 2.2 ( X ) 150 Mm 1 Each 121 2.21 [ E ] Socket Plain Of The Following Size ( Taking Larger Dimension ) Bi01010001010000000000000515bi0100001124 122 2.22 ( I ) 15 Mm 1 Each 123 2.23 ( Ii ) 20 Mm 1 Each 124 2.24 ( Iii ) 25 Mm 1 Each 125 2.25 ( Iv ) 32 Mm 1 Each 126 2.26 ( V ) 40 Mm 1 Each 127 2.27 ( Vi ) 50 Mm 1 Each 128 2.28 ( Vii ) 65 Mm 1 Each 129 2.29 ( Viii ) 80 Mm 1 Each 130 2.3 ( Ix ) 100 Mm 1 Each 131 2.31 ( X ) 125 Mm 1 Each 132 2.32 ( Xi ) 150 Mm 1 Each 133 2.33 [ F ] Reducing Socket Plain Of The Following Sizes ( Taking Larger Dimension ) Bi01010001010000000000000515bi0100001124 134 2.34 ( I ) 20 Mm 1 Each 135 2.35 ( Ii ) 25 Mm 1 Each 136 2.36 ( Iii ) 32 Mm 1 Each 137 2.37 ( Iv ) 40 Mm 1 Each 138 2.38 ( V ) 50 Mm 1 Each 139 2.39 ( Vi ) 65 Mm 1 Each 140 2.4 ( Vii ) 80 Mm 1 Each 141 2.41 ( Viii ) 100 Mm 1 Each 142 2.42 ( Ix ) 125 Mm 1 Each 143 2.43 [ G ] Union Socket Of The Following Sizes Bi01010001010000000000000515bi0100001124 144 2.44 ( I ) 15 Mm 1 Each 145 2.45 ( Ii ) 20 Mm 1 Each 146 2.46 ( Iii ) 25 Mm 1 Each 147 2.47 ( Iv ) 32 Mm 1 Each 148 2.48 ( V ) 40 Mm 1 Each 149 2.49 ( Vi ) 50 Mm 1 Each 150 2.5 ( Vii ) 65 Mm 1 Each 151 2.51 ( Viii ) 80 Mm 1 Each 152 2.52 ( Ix ) 100 Mm 1 Each 153 2.53 ( X ) 125 Mm 1 Each 154 2.54 ( Xi ) 150 Mm 1 Each 155 2.55 [ H ] Plugs Of The Following Sizes Bi01010001010000000000000515bi0100001124 156 2.56 ( I ) 15 Mm 1 Each 157 2.57 ( Ii ) 20 Mm 1 Each 158 2.58 ( Iii ) 25 Mm 1 Each 159 2.59 ( Iv ) 32 Mm 1 Each 160 2.6 ( V ) 40 Mm 1 Each 161 2.61 ( Vi ) 50 Mm 1 Each 162 2.62 ( Vii ) 65 Mm 1 Each 163 2.63 ( Viii ) 80 Mm 1 Each 164 2.64 ( Ix ) 100 Mm 1 Each 165 2.65 ( X ) 125 Mm 1 Each 166 2.66 ( Xi ) 150 Mm 1 Each 167 2.67 [ I ] Jam Nuts Of The Following Sizes Bi01010001010000000000000515bi0100001124 168 2.68 ( I ) 15 Mm 1 Each 169 2.69 ( Ii ) 20 Mm 1 Each 170 2.7 ( Iii ) 25 Mm 1 Each 171 2.71 ( Iv ) 32 Mm 1 Each 172 2.72 ( V ) 40 Mm 1 Each 173 2.73 ( Vi ) 50 Mm 1 Each 174 2.74 ( Vii ) 65 Mm 1 Each 175 2.75 ( Viii ) 80 Mm 1 Each 176 2.76 ( Ix ) 100 Mm 1 Each 177 2.77 ( X ) 125 Mm 1 Each 178 2.78 ( Xi ) 150 Mm 1 Each 179 2.79 [ J ] G.I. Nipple Of The Following Sizes Bi01010001010000000000000515bi0100001124 180 2.8 ( I ) 15 Mm Dia X 100 Mm Long 1 Each 181 2.81 ( Ii ) 20 Mm Dia X 100 Mm Long 1 Each 182 2.82 ( Iii ) 25 Mm Dia X 100 Mm Long 1 Each 183 2.83 ( Iv ) 32Mm Dia X 100 Mm Long 1 Each 184 2.84 ( V ) 40 Mm Dia X 100 Mm Long 1 Each 185 2.85 ( Vi ) 50 Mm Dia X 100 Mm Long 1 Each 186 2.86 ( Vii ) 65 Mm Dia X 100 Mm Long 1 Each 187 2.87 ( Viii ) 80 Mm Dia X 100 Mm Long 1 Each 188 2.88 ( Ix ) 100 Mm Dia X 100 Mm Long 1 Each 189 2.89 [ K ] G.I. Pipes Midium ( Tata Mark ) Or Equivalent As Per Is-1239 ( Part-01 ) / 2004 Isi Marked / Medium Quality Bi01010001010000000000000515bi0100001124 190 2.9 ( I ) 15 Mm Dia 1 Each 191 2.91 ( Ii ) 20 Mm Dia 1 Each 192 2.92 ( Iii ) 25 Mm Dia 1 Each 193 2.93 ( Iv ) 32 Mm Dia 1 Each 194 2.94 ( V ) 40 Mm Dia 1 Each 195 2.95 ( Vii ) 65 Mm Dia 1 Each 196 2.96 Mirrors Bi01010001010000000000000515bi0100001124 197 2.97 ( A ) Mirror Of 6 Mm Thick Plain Glass 600 Mm X 450 Mm Beveled Edge Mirror Including C.P. Brass Revolving Fittings 3 Mm Plywood Board And C.P. Hinges Etc. To Fix The Mirror 1 Each 198 2.98 ( B ) -Do- 450 Mm X 300 Mm -Do- 1 Each 199 2.99 ( A ) Glass Shelf 600 Mm X 125 Mm With C.P. Brass Rail 1 Each 200 3 ( B ) -Do- 450 Mm X 125 Mm -Do- 1 Each 201 3.01 ( A ) C.P. Brass Towel Rail 20 Mm X 600 Mm With Bracket All Complete 1 Each 202 3.02 ( B ) Anodized Aluminum 20 Mm X 600 Mm Towel Rail Complete With Brackets 1 Each 203 3.03 C.P. Brass Soap Dish Medium Quality With Screw And Hinges Etc. 1 Each 204 3.04 C.P. Liquid Soap Solution Holder 1 Each 205 3.05 Vitreous White Glazed Indian Water Closet Of Hindustan / Parry Ware / Cera / Naycer Or Any Other Equivalent Make Bi01010001010000000000000515bi0100001124 206 3.06 ( A ) 580 Mm Long 1 Each 207 3.07 ( B ) 510 Mm Long 1 Each 208 3.08 ( C ) 450 Mm Long 1 Each 209 3.09 ( D ) 510 Mm Long White Glazed Fiber I.W.C 1 Each 210 3.1 Pair Of Vetreous White Glazed Foot Rest Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 1 Each 211 3.11 15 Liters Capacity Pull And Let Go High Level C.I. Cistern Complete With Ball Cock And A Pair Of Bracket 1 Each 212 3.12 ( A ) 12.5 Liters Lowdown C.I. Cistern 1 Each 213 3.13 ( B ) 10.0 Liters Capacity P.V.C. Low Design Cistern 1 Each 214 3.14 ( A ) White Glazed Vitreous E.W.C With P Trap Or Any Other Equivalent Make 1 Each 215 3.15 ( B ) E.W.C With S Trap 400 Mm High Of Hindustan / Parry Ware / Cera / Naycear Or Any Other Equivalent Make 1 Each 216 3.16 ( C ) Black / White Plastic Seat For E.W.C -Do- As Above. 1 Each 217 3.17 ( 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 1 Each 218 3.18 ( B ) -Do- Squatting Small 450 Mm X 350 Mm 1 Each 219 3.19 ( C ) -Do- Squatting Large 600 Mm X 350 Mm 1 Each 220 3.2 ( D ) White Glazed Vitreous Earthen Ware Urinal Standing Corner Size 600 Mm X 350 Mm Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 1 Each 221 3.21 ( E ) Partition Plate For Urinal 25 X 13 Size 1 Each 222 3.22 ( F ) 5 Liters C.I. Automatic Cistern With All P.V.C Fittings 1 Each 223 3.23 White Glazed Vitreous Wash Hand Basin 550 Mm X 400 Mm Size Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make N 1 Each 224 3.24 Vitreous White Glazed Indian Water Closet Of Hindustan / Parry Ware / Cera / Naycer Or Any Other Equivalent Make Bi01010001010000000000000515bi0100001124 225 3.25 ( A ) Kitchen Sink 600 Mm X 450 Mm X 200 Mm ( 24 X 18 X 8 ) 1 Each 226 3.26 ( B ) Kitchen Sink 600 Mm X 450 Mm X 250 Mm ( 24 X 18 X 10 ) 1 Each 227 3.27 ( C ) Lab Sink 450 Mm X 300 Mm X 150 Mm ( 18 X 12 X 6 ) 1 Each 228 3.28 ( D ) Lab Sink 300 Mm X 250 Mm X 150 Mm ( 12 X 10 X 6 ) 1 Each 229 3.29 Drain Board Bi01010001010000000000000515bi0100001124 230 3.3 ( A ) 600 Mm X 450 Mm ( 24 X 18 ) 1 Each 231 3.31 ( B ) 525 Mm X 450 Mm ( 21 X 18 ) 1 Each 232 3.32 H.C.I. Pipes Bi01010001010000000000000515bi0100001124 233 3.33 ( A ) 50 Mm Dia Single Socket 6-0 ( With Ear Weight 13 Kg ) 1 Each 234 3.34 ( B ) 80 Mm Dia Single Socket 6-0 ( With Ear Weight 18 Kg ) 1 Each 235 3.35 ( C ) 100 Mm Dia Single Socket 6-0 ( With Ear Weight 23 Kg ) 1 Each 236 3.36 ( D ) 150 Mm Dia Single Socket 6-0 ( With Ear Weight 30 Kg ) 1 Each 237 3.37 ( E ) 50 Mm Dia Double Socket 6-0 ( With Ear Weight 14 Kg ) 1 Each 238 3.38 ( F ) 80 Mm Dia Double Socket 6-0 ( With Ear Weight 19 Kg ) 1 Each 239 3.39 ( G ) 100 Mm Dia Double Socket 6-0 ( With Ear Weight 25 Kg ) 1 Each 240 3.4 ( H ) 150 Mm Dia Double Socket 6-0 ( With Ear Weight 13 Kg ) 1 Each 241 3.41 ( I ) 50 Mm Dia Single Socket 3-0 ( With Ear Weight 7.25 Kg ) 1 Each 242 3.42 ( J ) 80 Mm Dia Single Socket 3-0 ( With Ear Weight 10.5 Kg ) 1 Each 243 3.43 ( K ) 100 Mm Dia Single Socket 3-0 ( With Ear Weight 13.75 Kg ) 1 Each 244 3.44 ( L ) 150 Mm Dia Single Socket 3-0 With Ear 1 Each 245 3.45 ( M ) 50 Mm Dia Single Socket 2-0 ( With Ear Weight 5.35 Kg ) 1 Each 246 3.46 ( N ) 80 Mm Dia Single Socket 2-0 ( With Ear Weight 8.00 Kg ) 1 Each 247 3.47 ( O ) 100 Mm Dia Single Socket 2-0 ( With Ear Weight 10.10 Kg ) 1 Each 248 3.48 ( P ) 150 Mm Dia Single Socket 2-0 With Ear 1 Each 249 3.49 ( Q ) 50 Mm Dia Single Socket 1-0 ( With Ear Weight 3.4 Kg ) 1 Each 250 3.5 ( R ) 80 Mm Dia Single Socket 1-0 ( With Ear Weight 5.50 Kg ) 1 Each 251 3.51 ( S ) 100 Mm Dia Single Socket 1-0 ( With Ear Weight 7.60 Kg ) 1 Each 252 3.52 ( T ) 150 Mm Dia Single Socket 1 Each 253 3.53 H.C.I. Fittings. ( I ) Plain Bend Of Following Size Bi01010001010000000000000515bi0100001124 254 3.54 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.75 Kg ) 1 Each 255 3.55 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.5 Kg ) 1 Each 256 3.56 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 1 Each 257 3.57 ( D ) 150 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 1 Meter 258 3.58 ( Ii ) Bend With Door With Following Size Bi01010001010000000000000515bi0100001124 259 3.59 ( A ) 50 Mm Dia ( Wight Without Ear And Socket 2.75 Kg ) 1 Each 260 3.6 ( B ) 80 Mm Dia ( Wight Without Ear And Socket 4.00 Kg ) 1 Each 261 3.61 ( C ) 100 Mm Dia -Do- 5.5 Kg 1 Each 262 3.62 ( D ) 150 Mm Dia -Do- 1 Each 263 3.63 ( Iii ) Single Junction With Door Of Followings Sizes. Bi01010001010000000000000515bi0100001124 264 3.64 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 3.75 Kg ) 1 Each 265 3.65 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 6.50 Kg ) 1 Each 266 3.66 ( C ) 100 Mm Dia -Do- 9.50 Kg 1 Each 267 3.67 ( D ) 150 Mm Dia -Do- 1 Each 268 3.68 ( Iv ) Double Junction With Door Of Following Sizes. Bi01010001010000000000000515bi0100001124 269 3.69 ( A ) 50 Mm Dia -Do- 4.5 Kg 1 Each 270 3.7 ( B ) 80 Mm Dia -Do- 7.00 Kg 1 Each 271 3.71 ( C ) 100 Mm Dia -Do- 13.00 Kg 1 Each 272 3.72 ( D ) 150 Mm Dia -Do- 1 Each 273 3.73 ( V ) Heel Rest Bend Of Following Sizes Bi01010001010000000000000515bi0100001124 274 3.74 ( A ) 50 Mm Dia 1 Each 275 3.75 ( B ) 80 Mm Dia 1 Each 276 3.76 ( C ) 100 Mm Dia 1 Each 277 3.77 ( D ) 150 Mm Dia 1 Each 278 3.78 ( Vi ) Cowel Of Following Sizes Bi01010001010000000000000515bi0100001124 279 3.79 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.25 Kg ) 1 Each 280 3.8 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 1 Each 281 3.81 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 1 Each 282 3.82 ( D ) 150 Mm Dia -Do- 1 Each 283 3.83 ( Vii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.5 Kg 1 Each 284 3.84 ( Viii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.8 Kg 1 Each 285 3.85 ( Ix ) 100 Mm X 80 Mm Floor Trap ( Weight Without Ear And Socket ) 4.00 Kg 1 Each 286 3.86 ( X ) Pass Over 50 Mm X 150 Mm For 50 Mm Projection 1 Each 287 3.87 ( Xi ) -Do- 100 Mm X 150 Mm For 100 Mm Projection 1 Each 288 3.88 ( Xii ) Inverted Junction Single 100 Mm X 50 ( Weight Without Ear And Socket ) 9.0 Kg 1 Each 289 3.89 ( Xiii ) Inverted Junction Double 100 Mm X 50 Mm X 50 Mm N ( Weight Without Ear And Socket ) 12.0 Kg 1 Each 290 3.9 ( Xiv ) H.C.I. Offset 80 Mm Projection Of The N Following Size Bi01010001010000000000000515bi0100001124 291 3.91 ( A ) 50 Mm Dia ( Weight Without Ear And Socket ) 2.75 Kg 1 Each 292 3.92 ( B ) 80 Mm Dia -Do- 3.50 Kg 1 Each 293 3.93 ( C ) 100 Mm Dia -Do- 5.00 Kg 1 Each 294 3.94 ( D ) 150 Mm Dia -Do- 1 Each 295 3.95 ( Xv ) H.C.I. Socket Of Following Sizes Bi01010001010000000000000515bi0100001124 296 3.96 ( A ) 50 Mm Dia ( Weight Without Ear ) 1.50 Kg 1 Each 297 3.97 ( B ) 80 Mm Dia ( Weight Without Ear ) 3.00 Kg 1 Each 298 3.98 ( C ) 100 Mm Dia ( Weight Without Ear ) 4.50 Kg 1 Each 299 3.99 ( D ) 150 Mm Dia ( Weight Without Ear ) -Do- 1 Each 300 4 C.I. Cover With Frame For Manhole And Inspection Chamber Bi01010001010000000000000515bi0100001124 301 4.01 ( A ) 600 Mm X 450 Mm Size ( Wt. 39 Kg ) 1 Each 302 4.02 ( B ) 600 Mm X 450 Mm Size ( Wt. 25 Kg ) 1 Each 303 4.03 ( C ) 500 Mm X 450 Mm Size ( Wt. 25 Kg ) 1 Each 304 4.04 C.I. Bracket Pair For W.H.B Bi01010001010000000000000515bi0100001124 305 4.05 ( A ) 550 Mm X 400 Mm Size ( 22 X 16 ) 1 Each 306 4.06 ( B ) -Do- For 12.5 Liter Cistern 1 Each 307 4.07 ( C ) -Do- For 600 Mm X 450 Mm ( 24 X 18 ) Sink 1 Each 308 4.08 ( D ) 40 Mm X 60 Mm Ms Plate Bracket For Sink As Above 1 Each 309 4.09 ( A ) 32 Mm ( 1 1 / 4 ) C.P. Brass Waste For W.H.B 1 Each 310 4.1 ( B ) 40 Mm ( 1 1 / 2 ) C.P. Brass Waste For W.H.B For Sink 1 Each 311 4.11 ( C ) 32 Mm ( 1 1 / 4 ) C.P. Waste Of White Metal 1 Each 312 4.12 ( D ) 40 Mm ( 1 1 / 2 ) C.P. Waste Of White Metal 1 Each 313 4.13 ( A ) 32 Mm ( 1 1 / 4 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) With Brass Union For W H B 1 Each 314 4.14 ( B ) 40 Mm ( 1 1 / 2 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) With Brass Union For W H B 1 Each 315 4.15 32 Mm ( 1 1 / 4 ) P.V.C. Telescopic Flush Pipe With Brass Union For High Level Cistern 1 Each 316 4.16 Rubber Inserttion 3 Mm ( 1 / 8 ) Thick 1 P / Kg. 317 4.17 Pig Lead 1 P / Kg. 318 4.18 Yarn 1 P / Kg. 319 4.19 Rubber Gasket For C.I Pipe Of Good Quality Bi01010001010000000000000515bi0100001124 320 4.2 ( A ) 80 Mm 1 Each 321 4.21 ( B ) 100 Mm 1 Each 322 4.22 ( C ) 125 Mm 1 Each 323 4.23 ( D ) 150 Mm 1 Each 324 4.24 ( E ) 200 Mm 1 Each 325 4.25 ( F ) 250 Mm 1 Each 326 4.26 ( G ) 300 Mm 1 Each 327 4.27 ( H ) 350 Mm 1 Each 328 4.28 ( I ) 400 Mm 1 Each 329 4.29 ( J ) 450 Mm 1 Each 330 4.3 ( K ) 500 Mm 1 Each 331 4.31 ( L ) 600 Mm 1 Each 332 4.32 ( M ) 700 Mm 1 Each 333 4.33 ( N ) 750 Mm 1 Each 334 4.34 ( O ) 800 Mm 1 Each 335 4.35 ( P ) 900 Mm 1 Each 336 4.36 ( Q ) 1000 Mm 1 Each 337 4.37 ( R ) 1200 Mm 1 Each 338 4.38 Cotton Waste 1 P / Kg. 339 4.39 Asbestos Suta ( Gland Packing ) 1 P / Kg. 340 4.4 Solvent Cement 1 P / Kg. 341 4.41 Hydrocloric Acid ( Sepecific Gravity 1.20 ) 1 P / Kg. 342 4.42 Cp & Pvc Fitting Bi01010001010000000000000515bi0100001124 343 4.43 ( I ) 32 Mm Dia C.P. Waste 1 Each 344 4.44 ( Ii ) 32 Mm Dia Pv C Waste Pipe 750 Mm Long With Coupling 1 Each 345 4.45 ( Iii ) 40 Mm Dia C.P. Waste 1 Each 346 4.46 ( Iv 40 Mm Dia Pvc Waste Pipe 750 Mm Long With Coupling 1 Each 347 4.47 ( V 100 Mm Dia Steel Jali 1 Each 348 4.48 ( Vi ) 15 Mm Dia C.P. Nipple With Coupling ( Short Pieces ) 1 Each 349 4.49 ( Vii ) 50 Mm Dia Pvc Pipe With Coupling 1 Each 350 4.5 Special Type Of C.P. Bath Room Fittings For V.I.P. Buildings ( Jal, Jaquar, Marc Or Equivalent Mark ) Bi01010001010000000000000515bi0100001124 351 4.51 ( I ) Pillar Cock ( Isi ) 1 Each 352 4.52 ( Ii ) Pillar Cock ( Long Neck ) 1 Each 353 4.53 ( Iii ) Bib Cock ( Isi ) 1 Each 354 4.54 ( Iv ) Bib Cock ( Long Thread ) 1 Each 355 4.55 ( V ) Angular Stop Cock 1 Each 356 4.56 ( Vi ) Angular Stop Cock ( Long Thread ) 1 Each 357 4.57 ( Vii ) Concealed Stop Cock Reduce ( Isi ) 1 Each 358 4.58 ( Viii ) Concealed Stop Cock Heavy-Duty Extra Adjustable Wall Flange 1 Each 359 4.59 ( Ix ) Long Body Bib Cock 1 Each 360 4.6 ( X ) Swan Neck Tap With Left Hand Operating Knob 1 Each 361 4.61 ( Xi ) Central Hole Basin Mixer ( Best Quality ) 1 Each 362 4.62 ( Xii ) Wall Mixer With Telephonic Shower Arrangement 1 Each 363 4.63 ( Xiii ) Wall Mixer With Provision For Over Head Shower With Elbow Coupling And Well Flange 1 Each 364 4.64 ( Xiv ) Wall Mixer 3 In 1 System With Provision For Over Head Shower With Elbow Coupling And Wall Flange 1 Each 365 4.65 ( Xv ) Sink Mixer With Swinging Casted Spout 1 Each 366 4.66 ( Xvi ) Sink Cock With Swinging Casted Spout 1 Each 367 4.67 ( Xvii ) 4 - Way Diverter For Concealed Fittings 1 Each 368 4.68 ( Xviii ) Pressure Adjustable Shower With Revolving Joint 1 Meter 369 4.69 ( Xix ) Telephone Shower With Flexible Pipe 1 Each 370 4.7 ( Xx ) Flush Cock With Wall Flange ( 25 Mm ) 1 Each 371 4.71 ( Xxi ) Towel Rail 24 1 Each 372 4.72 ( Xxii ) Towel Ring 1 Each 373 4.73 ( Xxiii ) Soap Dish 1 Each 374 4.74 ( Xxiv ) Tumbler Holder 1 Each 375 4.75 ( Xxv ) Toilet Paper Holder 1 Each 376 4.76 ( Xxvi ) Glass Shelf 22 1 Each 377 4.77 ( Xxvii ) Corner Glass Shelf With Bracket 1 Each 378 4.78 ( Xxviii ) Flush Valve Complete With 32 Mm Size Control Cock & Flange 1 Each 379 4.79 C.I Special & Pvc Pipes 1. C.I Double Shocketted Fittings Bend Such As Bend, Tee, Taper, Bi01010001010000000000000515bi0100001124 380 4.8 ( A ) 80-200 Mm 1 P / Kg. 381 4.81 ( B ) 250-700 Mm 1 P / Kg. 382 4.82 ( C ) 700-1000 Mm 1 P / Kg. 383 4.83 2. C.I Double Flange Fittings Such As Tee, Taper, Tailpiece, Bend Etc Bi01010001010000000000000515bi0100001124 384 4.84 ( A ) 80-200 Mm 1 P / Kg. 385 4.85 ( B ) 250-700 Mm 1 P / Kg. 386 4.86 ( C ) 700-1000 Mm 1 P / Kg. 387 4.87 Spare Parts Of Hand Pump Bi01010001010000000000000515bi0100001124 388 4.88 Hexagonal Bolt M12x1.75X40mm Long Common To Marks Ii & Iii 1 Each 389 4.89 Hexagonal Nut M12x1.75Mm 1 Each 390 4.9 Washer M12 ( 2.5Mm Thick ) 1 Each 391 4.91 High Tensile Bolt M10x1.5X40mm Long. 1 Each 392 4.92 Nyloc Nut M10x1.5Mm 1 Each 393 4.93 Handle Axle ( Stainless Steel ) 1 Each 394 4.94 Washer For Handle Axle ( 4Mm Thick ) 1 Each 395 4.95 Ball Bearing 6204 Z 1 Each 396 4.96 Spacer For Handle. 1 Each 397 4.97 Chain With Coupling. 1 Each 398 4.98 Hexagonal Bolt For Front Cover M12x1.75Mm Long. 1 Each 399 4.99 Nitrile Rubber Cup Washer For Mark – Ii & Iii 1 Each 400 5 Nitrile Sealing Ring Mark – Ii 1 Each 401 5.01 Nitrile Rubber Seating Big For Lower Valve Mark-Ii 1 Each 402 5.02 Nitrile Rubber Seating Small For Upper Valve Mark-Ii. 1 Each 403 5.03 Hexagonal Rod Coupling M12x1.75X50mm Long. 1 Each 404 5.04 Pump Head Assembly ( G.I. ) With Front Cover, Bolt & Third Plate. 1 Each 405 5.05 Front Cover ( G.I. ) 1 Each 406 5.06 Handle Assembly ( G.I. ) 1 Each 407 5.07 ( A ) Water Tank Assembly For Mark – Ii ( G.I. ) 1 Each 408 5.08 ( B ) Water Tank Assembly For Mark – Iii ( Vlom-65 ) 1 Each 409 5.09 Stand Assembly ( G.I. ) Normal. 1 Each 410 5.1 Stand Assembly ( Telescopic ) ( G.I ) . 1 Each 411 5.11 Connecting Rod 3Mtr. Long With Coupling And Nut ( Electrogalvanized ) 1 Each 412 5.12 A ) Cylinder Assembly Complete Set For Mark-Ii 1 Each 413 5.13 B ) Cylinder Assembly Complete Set For Mark-Iii ( Vlom-65 ) 1 Each 414 5.14 A ) Upper Valve Assembly Complete Set For India Mark-Ii 1 Each 415 5.15 B ) Upper Valve Assembly Complete Set For India Mark-Iii ( Vlom-65 ) 1 Each 416 5.16 A ) Lower Valve Assembly Complete Set For India Mark-Ii 1 Each 417 5.17 B ) Lower Valve Assembly Complete Set For Im-Iii 1 Each 418 5.18 Reducer Cap For Cylinder Mark-Ii 1 Each 419 5.19 A ) Plunger Rod ( S.S. ) For Mark – Ii 1 Each 420 5.2 B ) Plunger Rod ( S.S. ) For Mark – Iii 1 Each 421 5.21 Upper Valve Guide ( G.M. ) . 1 Each 422 5.22 Rubber Seat Retainer For Mark-Ii 1 Each 423 5.23 Third Plate For Head Assembly ( Galanized ) 1 Each 424 5.24 Cylinder Body With Brass Liner For Im-Ii With Reducer Cap For Top And Bottom. 1 Each 425 5.25 Gun Metal Spacer. 1 Each 426 5.26 Check Valve Guide Mark-Ii 1 Each 427 5.27 A ) Check Valve Seat For Mark – Ii 1 Each 428 5.28 B ) Check Valve Seat For Mark – Iii 1 Each 429 5.29 Nitrile Rubber “O” Ring ( Vlom-65 ) 1 Each 430 5.3 Push Rod For Mark – Iii ( S.S ) . 1 Each 431 5.31 Check Nut For Push Rod ( S.S. ) . 1 Each 432 5.32 Nitrile Rubber Cup Washer For Vlom-50 1 Each 433 5.33 Nitrile Rubber Sealing Ring For Mark – Iii Vlom-65 1 Each 434 5.34 Nitrile Rubber Seating Big For Lower Valve Mk-Ii 1 Each 435 5.35 Nitrile Rubber Seating Big For Lower Valve M-Iii Vlom-65 ) 1 Each 436 5.36 Nitrile Rubber Bobbin Vlom-50 1 Each 437 5.37 Nitrile Rubber “O” Ring Vlom-50 1 Each 438 5.38 Nitrile Rubber Cone For Vlom-50 1 Each 439 5.39 Nitrile Rubber Cone For Vlom-65 1 Each 440 5.4 Nitrile Rubber Centralizer 150Mm For ( Vlom-65 ) . 1 Each 441 5.41 Nitrile Rubber Centralizer 125Mm For ( Vlom-65 ) . 1 Each 442 5.42 Nitrile Rubber Centralizer 150Mm For ( Vlom-50 ) . 1 Each 443 5.43 Nitrile Rubber Centralizer 125Mm For Vlom-50 1 Each 444 5.44 Nitrile Rubber Centralizer 100Mm For Vlom-50 1 Each 445 5.45 Water Tank Assembly Mark – Iii Vlom-50 1 Each 446 5.46 Cylinder Assembly Complete Set For Mark – Iii ( Vlom-50 ) 1 Each 447 5.47 Upper Valve Assembly Complete Set For Im-Iii ( Vlom-50 ) 1 Each 448 5.48 Lower Valve Assembly Complete Set For Im-Iii ( Vlom-50 ) 1 Each 449 5.49 A ) Upper Cap Cylinder Mark – Iii ( Vlom-65 ) 1 Each 450 5.5 B ) Upper Cap Cylinder Mark – Iii ( Vlom-50 ) 1 Each 451 5.51 A ) Bottom Cap For Mark – Iii ( Vlom-50 ) 1 Each 452 5.52 B ) Bottom Cap For Mark – Iii ( Vlom-65 ) 1 Each 453 5.53 Follower For Im-Iii 1 Each 454 5.54 Cage For Mark-Iii 1 Each 455 5.55 S.S. Hexagonal Bolt M-6X25mm Long. 1 Each 456 5.56 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. ( I.S.I. 15500 ( Part 2 ) / 2004 ) 1 Each 457 5.57 Basic Rate Of Upvc Pipe 125Mm Dia Conforming To I.S.I. Latest Revision Is 12818 / 2016 Cml No. 5543459 ( I.S.I. Latest Revision Is 12818 / 2016 Cml No. 5543459 ) 1 Each 458 5.58 Basic Rate Of 32Mm G.I. Pipe In 3 Mtrs. Length ( Medium ) With Seamless Socket As Per Relevent B.I.S. Specification Is 1239 ( Part-I ) / 2004 ( B.I.S. Specification Is 1239 ( Part-I ) / 2004 ) 1 Each 459 5.59 Di Pipe : Providing And Supplying Isi Mark Centrifugally Cat ( Spun ) Ductile Iron Pipes Of 100 Mm And Above All Diameter For Water Works With Socket & Spigot Ends Confirming To Is 8329 / 2000 In The Standard Working Lengths Of 4.5, 5.5 & 6 M Suitable For Classification K-7 & K-9 Suitable For Push-On-Joint ( Rubber Gusket D Jointing ) With Cement Mortar Lining Inside The Pipes With Outside Zinc And Bittuminous Coating. Rates Are Ex Factory Excluding Transpotion, Taxes & Duties, Contractor Profit & Overhead Charges Etc.Based On Wpi 100.3 Of May 2020 ( Including Cost Of One No. Gasket For Each Pipe ) Bi01010001010000000000000515bi0100001124 460 5.6 Note : ( I ) The Rates Are Exfactory But Exclusive Of Gst & C.P. Based On Wpi 100.3 Of May 2020. ( Ii ) Price Variation Of Di Pipe Will Be Calculated Based On Prevalling Wpi. ( Is 8329 / 2000 K-7 & K-9 ) Bi01010001010000000000000515bi0100001124 461 5.61 100 Mm Dia 1 P / M 462 5.62 150 Mm Dia 1 P / M 463 5.63 200 Mm Dia 1 P / M 464 5.64 250 Mm Dia 1 P / M 465 5.65 300 Mm Dia 1 P / M 466 5.66 350 Mm Dia 1 P / M 467 5.67 400 Mm Dia 1 P / M 468 5.68 450 Mm Dia 1 P / M 469 5.69 500 Mm Dia 1 P / M 470 5.7 600 Mm Dia 1 P / M 471 5.71 700 Mm Dia 1 P / M 472 5.72 750 Mm Dia 1 P / M 473 5.73 800 Mm Dia 1 P / M 474 5.74 900 Mm Dia 1 P / M 475 5.75 1000 Mm Dia 1 P / M 476 5.76 1100 Mm Dia 1 P / M 477 5.77 1200 Mm Dia 1 P / M 478 5.78 100 Mm Dia 1 P / M 479 5.79 150 Mm Dia 1 P / M 480 5.8 200 Mm Dia 1 P / M 481 5.81 250 Mm Dia 1 P / M 482 5.82 300 Mm Dia 1 P / M 483 5.83 350 Mm Dia 1 P / M 484 5.84 400 Mm Dia 1 P / M 485 5.85 450 Mm Dia 1 P / M 486 5.86 500 Mm Dia 1 P / M 487 5.87 600 Mm Dia 1 P / M 488 5.88 700 Mm Dia 1 P / M 489 5.89 750 Mm Dia 1 P / M 490 5.9 800 Mm Dia 1 P / M 491 5.91 900 Mm Dia 1 P / M 492 5.92 1000 Mm Dia 1 P / M 493 5.93 1100 Mm Dia 1 P / M 494 5.94 1200 Mm Dia 1 P / M 495 5.95 Providing And Supplying Of Isi Standard Di 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 Factory Rates ) Inspection Charge Transportation , Cp Extra. Socketed ( Is-9523 Class K-12 Bi01010001010000000000000515bi0100001124 496 5.96 100 -150 Mm Dia 1 P / Kg. 497 5.97 200-300 Mm Dia 1 P / Kg. 498 5.98 350-450 Mm Dia 1 P / Kg. 499 5.99 500-600 Mm Dia 1 P / Kg. 500 6 700 Mm Dia 1 P / Kg. 501 6.01 800 Mm Dia 1 P / Kg. 502 6.02 900 Mm Dia 1 P / Kg. 503 6.03 1000 Mm Dia 1 P / Kg. 504 6.04 1100 Mm Dia 1 P / Kg. 505 6.05 1200 Mm Dia 1 P / Kg. 506 6.06 Flanged 100 -150 Mm Dia 1 P / Kg. 507 6.07 200-300 Mm Dia 1 P / Kg. 508 6.08 350-450 Mm Dia 1 P / Kg. 509 6.09 500-600 Mm Dia 1 P / Kg. 510 6.1 700 Mm Dia 1 P / Kg. 511 6.11 800 Mm Dia 1 P / Kg. 512 6.12 900 Mm Dia 1 P / Kg. 513 6.13 1000 Mm Dia 1 P / Kg. 514 6.14 1100 Mm Dia 1 P / Kg. 515 6.15 1200 Mm Dia 1 P / Kg. 516 6.16 Providing And Supplying In Standard Lengths High Density Polyethylene Pipe ( Hdpe Pipe ) Confirming To Is 4984-4984 / 14151 / 12786 / 13488 ( Latest Revision With Necessary Jointing Materials Like Mechanical Connector I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joints Excluding Coupler / Specials And Taxes ) . Hdpe Pipe Of Materials Grade Pe80-Pn06 ( Dia In Mm ) ( Is 4984-4984 / 14151 / 12786 / 13488 ( Latest Revision ) Bi01010001010000000000000515bi0100001124 517 6.17 25 Mm Dia 1 P / M 518 6.18 32 Mm Dia 1 P / M 519 6.19 40 Mm Dia 1 P / M 520 6.2 50 Mm Dia 1 P / M 521 6.21 63 Mm Dia 1 P / M 522 6.22 75 Mm Dia 1 P / M 523 6.23 90 Mm Dia 1 P / M 524 6.24 110 Mm Dia 1 P / M 525 6.25 125 Mm Dia 1 P / M 526 6.26 140 Mm Dia 1 P / M 527 6.27 160 Mm Dia 1 P / M 528 6.28 180 Mm Dia 1 P / M 529 6.29 200 Mm Dia 1 P / M 530 6.3 225 Mm Dia 1 P / M 531 6.31 250 Mm Dia 1 P / M 532 6.32 280 Mm Dia 1 P / M 533 6.33 315 Mm Dia 1 P / M 534 6.34 355 Mm Dia 1 P / M 535 6.35 400 Mm Dia 1 P / M 536 6.36 450 Mm Dia 1 P / M 537 6.37 500 Mm Dia 1 P / M 538 6.38 Hdpe Pipe Of Materials Grade Pe80-Pn10 ( Dia In Mm ) Bi01010001010000000000000515bi0100001124 539 6.39 25 Mm Dia 1 P / M 540 6.4 32 Mm Dia 1 P / M 541 6.41 40 Mm Dia 1 P / M 542 6.42 50 Mm Dia 1 P / M 543 6.43 63 Mm Dia 1 P / M 544 6.44 75 Mm Dia 1 P / M 545 6.45 90 Mm Dia 1 P / M 546 6.46 110 Mm Dia 1 P / M 547 6.47 125 Mm Dia 1 P / M 548 6.48 140 Mm Dia 1 P / M 549 6.49 160 Mm Dia 1 P / M 550 6.5 180 Mm Dia 1 P / M 551 6.51 200 Mm Dia 1 P / M 552 6.52 225 Mm Dia 1 P / M 553 6.53 250 Mm Dia 1 P / M 554 6.54 280 Mm Dia 1 P / M 555 6.55 315 Mm Dia 1 P / M 556 6.56 355 Mm Dia 1 P / M 557 6.57 400 Mm Dia 1 P / M 558 6.58 450 Mm Dia 1 P / M 559 6.59 500 Mm Dia 1 P / M 560 6.6 Providing And Supplying In Standard Lengths High Density Polyethylene Pipe ( Hdpe Pipe ) 25Mm To 500Mm Dia Confirming To Is 4984-4984 / 14151 / 12786 / 13488 ( Latest Revision With Necessary Jointing Materials Like Mechanical Connector I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joints Excluding Coupler / Specials And Taxes. Hdpe Pipe Of Materials Grade Pe100-Pn06 ( Dia In Mm ) Is 4984-4984 / 14151 / 12786 / 13488 ( Latest Revision ) Bi01010001010000000000000515bi0100001124 561 6.61 25 Mm Dia 1 P / M 562 6.62 32 Mm Dia 1 P / M 563 6.63 40 Mm Dia 1 P / M 564 6.64 50 Mm Dia 1 P / M 565 6.65 63 Mm Dia 1 P / M 566 6.66 75 Mm Dia 1 P / M 567 6.67 90 Mm Dia 1 P / M 568 6.68 110 Mm Dia 1 P / M 569 6.69 125 Mm Dia 1 P / M 570 6.7 140 Mm Dia 1 P / M 571 6.71 160 Mm Dia 1 P / M 572 6.72 180 Mm Dia 1 P / M 573 6.73 200 Mm Dia 1 P / M 574 6.74 225 Mm Dia 1 P / M 575 6.75 250 Mm Dia 1 P / M 576 6.76 280 Mm Dia 1 P / M 577 6.77 315 Mm Dia 1 P / M 578 6.78 355 Mm Dia 1 P / M 579 6.79 400 Mm Dia 1 P / M 580 6.8 450 Mm Dia 1 P / M 581 6.81 500 Mm Dia 1 P / M 582 6.82 Hdpe Pipe Of Materials Grade Pe100-Pn10 ( Dia In Mm ) Bi01010001010000000000000515bi0100001124 583 6.83 25 Mm Dia 1 P / M 584 6.84 32 Mm Dia 1 P / M 585 6.85 40 Mm Dia 1 P / M 586 6.86 50 Mm Dia 1 P / M 587 6.87 63 Mm Dia 1 P / M 588 6.88 75 Mm Dia 1 P / M 589 6.89 90 Mm Dia 1 P / M 590 6.9 110 Mm Dia 1 P / M 591 6.91 125 Mm Dia 1 P / M 592 6.92 140 Mm Dia 1 P / M 593 6.93 160 Mm Dia 1 P / M 594 6.94 180 Mm Dia 1 P / M 595 6.95 200 Mm Dia 1 P / M 596 6.96 225 Mm Dia 1 P / M 597 6.97 250 Mm Dia 1 P / M 598 6.98 280 Mm Dia 1 P / M 599 6.99 315 Mm Dia 1 P / M 600 7 355 Mm Dia 1 P / M 601 7.01 400 Mm Dia 1 P / M 602 7.02 450 Mm Dia 1 P / M 603 7.03 500 Mm Dia 1 P / M 604 7.04 Rcc Esr - 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 Bracings Including 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 Incluing Roof 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 The Reservoir As Per The Directions Of Engineer In - Charge. Bi01010001010000000000000515bi0100001124 605 7.05 Notes Bi01010001010000000000000515bi0100001124 606 7.06 The Design Of The Structure Be In Accordance With Relevant I.S. Specification ( I.S. 3370 - 1965 Or Revised. ) ( I.S. Specification ( I.S. 3370 - 1965 Or Revised. ) Bi01010001010000000000000515bi0100001124 607 7.07 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. I.S. 1893 -1984 And I.S.13920 / 1993 For Seismic Force And I.S.-11682 / 1985 Bi01010001010000000000000515bi0100001124 608 7.08 For Design Having More Than 6 Columns, Suitable Bracing Is Obligatory. Bi01010001010000000000000515bi0100001124 609 7.09 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 Imild Steel Bars Will Not Be Allowed ( I.S.432 Part-I Orhigh Yield Strength Deformed Bars Conforming To I.S. 1786 Or I.S. 1139 ) Bi01010001010000000000000515bi0100001124 610 7.1 Irrespective Of The Type Of Foundation Proposed In The Design, One Set Of Bracing Be Provided At The Ground Level. Bi01010001010000000000000515bi0100001124 611 7.11 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. Bi01010001010000000000000515bi0100001124 612 7.12 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 Bi01010001010000000000000515bi0100001124 613 7.13 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. Bi01010001010000000000000515bi0100001124 614 7.14 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. Bi01010001010000000000000515bi0100001124 615 7.15 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. Bi01010001010000000000000515bi0100001124 616 7.16 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 ) . Bi01010001010000000000000515bi0100001124 617 7.17 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. Bi01010001010000000000000515bi0100001124 618 7.18 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 % Of 5 % 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. Bi01010001010000000000000515bi0100001124 619 7.19 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. Bi01010001010000000000000515bi0100001124 620 7.2 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 : Bi01010001010000000000000515bi0100001124 621 7.21 12 To 16 M Staging - 2% Per Metre Bi01010001010000000000000515bi0100001124 622 7.22 16 To 20 M Staging - 3% Per Metre Bi01010001010000000000000515bi0100001124 623 7.23 20 M And Above - 4% Per Metre Bi01010001010000000000000515bi0100001124 624 7.24 For 17 M Staging Height, Percentage Calculation Will Be Like Below : Bi01010001010000000000000515bi0100001124 625 7.25 12 To 16 M --- 4 X 2 = 8% Bi01010001010000000000000515bi0100001124 626 7.26 16 & 17 M --- 1 X 3% = 3% Total = 11% Bi01010001010000000000000515bi0100001124 627 7.27 For 21 M Staging Height, Percentage Calculation Will Be Like Below : Bi01010001010000000000000515bi0100001124 628 7.28 12 To 16 M --- 4 X 2 = 8% Bi01010001010000000000000515bi0100001124 629 7.29 16 To 20 M --- 4 X 3% = 12% Bi01010001010000000000000515bi0100001124 630 7.3 20& 21 M --- 1 X 4% = 4% Total = 24% Bi01010001010000000000000515bi0100001124 631 7.31 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 ) . Bi01010001010000000000000515bi0100001124 632 7.32 Notes Bi01010001010000000000000515bi0100001124 633 7.33 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. Bi01010001010000000000000515bi0100001124 634 7.34 Conditions From Sr.No.11 To 16 Are For Estimation Purpose Only And Shall Not Appear In The Tender. Bi01010001010000000000000515bi0100001124 635 7.35 Rates For Rcc Esrs Bi01010001010000000000000515bi0100001124 636 7.36 Upto 25, 000 Litres 1 Lit. 637 7.37 Cost Of 25, 000 Litres Capacity 1 Job 638 7.38 Add For Capacity Above 25, 000 Upto 50, 000 Litres 1 Lit. 639 7.39 Cost Of 50, 000 Litres Capacity 1 Job 640 7.4 Add For Capacity Above 50, 000 Upto 75, 000 Litres 1 Lit. 641 7.41 Cost Of 75, 000 Litres Capacity 1 Job 642 7.42 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 1 Lit. 643 7.43 Cost Of 1, 00, 000 Litres Capacity 1 Job 644 7.44 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 1 Lit. 645 7.45 Cost Of 1, 50, 000 Litres Capacity 1 Lit. 646 7.46 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 1 Job 647 7.47 Cost Of 2, 00, 000 Litres Capacity 1 Lit. 648 7.48 Add For Capacity Above 2, 00, 000 Upto 2, 50, 000 Litres 1 Job 649 7.49 Cost Of 2, 50, 000 Litres Capacity 1 Lit. 650 7.5 Add For Capacity Above 2, 50, 000 Upto 3, 00, 000 Litres 1 Lit. 651 7.51 Cost Of 3, 00, 000 Litres Capacity 1 Job 652 7.52 Add For Capacity Above 3, 00, 000 Upto 4, 00, 000 Litres 1 Lit. 653 7.53 Cost Of 4, 00, 000 Litres Capacity 1 Job 654 7.54 Add For Capacity Above 4, 00, 000 Upto 5, 00, 000 Litres 1 Lit. 655 7.55 Cost Of 5, 00, 000 Litres Capacity 1 Job 656 7.56 Add For Capacity Above 5, 00, 000 Upto 7, 50, 000 Litres 1 Lit. 657 7.57 Cost Of 7, 50, 000 Litres Capacity 1 Job 658 7.58 Add For Capacity Above 7, 50, 000 Upto 10, 00, 000 Litres 1 Lit. 659 7.59 Cost Of 10, 00, 000 Litres Capacity 1 Job 660 7.6 Add For Capacity Above 10, 00, 000 Upto 15, 00, 000 Litres 1 Lit. 661 7.61 Cost Of 15, 00, 000 Litres Capacity 1 Job 662 7.62 Add For Capacity Above 15, 00, 000 Upto 20, 00, 000 Litres 1 Lit. 663 7.63 Cost Of 20, 00, 000 Litres Capacity 1 Job 664 7.64 Rcc Gsr And Sump Bi01010001010000000000000515bi0100001124 665 7.65 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. Bi01010001010000000000000515bi0100001124 666 7.66 Anti –Termite Treatment Shall Be Given For Under Ground Portion Of The Structure. Bi01010001010000000000000515bi0100001124 667 7.67 Notes Bi01010001010000000000000515bi0100001124 668 7.68 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. ) ( I.S. Specification ( I.S.456 / 2000, I.S.875-1987, I.S.3370-1965 ) Bi01010001010000000000000515bi0100001124 669 7.69 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. ( I.S. 432 Part-I Or High Yield Strength Deformed Bars Conforming To I.S. 1786 Or I.S.1139 ) Bi01010001010000000000000515bi0100001124 670 7.7 Entire Structure Shall Be In M-300 Only. Bi01010001010000000000000515bi0100001124 671 7.71 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. Bi01010001010000000000000515bi0100001124 672 7.72 The G.S.R. / Sump Above 15 Lakh Litres Capacity Shall Be In Two Compartment. Bi01010001010000000000000515bi0100001124 673 7.73 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%. Bi01010001010000000000000515bi0100001124 674 7.74 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. Bi01010001010000000000000515bi0100001124 675 7.75 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. Bi01010001010000000000000515bi0100001124 676 7.76 Cost Of Pump House Is Not Included In These Rates. Bi01010001010000000000000515bi0100001124 677 7.77 Above Rates Are Applicable For Seismic Zones 2, 3 And 4. Bi01010001010000000000000515bi0100001124 678 7.78 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. Bi01010001010000000000000515bi0100001124 679 7.79 10% Shall Be Added For Sump If Over Head Pump House Is Proposed. Bi01010001010000000000000515bi0100001124 680 7.8 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. Bi01010001010000000000000515bi0100001124 681 7.81 Rates For Rcc Gsrs And Sumps Bi01010001010000000000000515bi0100001124 682 7.82 Upto 25, 000 Litres 1 Lit. 683 7.83 Cost Of 25, 000 Litres Capacity 1 Job 684 7.84 Add For Capacity Above 25, 000 Upto 50, 000 Litres 1 Lit. 685 7.85 Cost Of 50, 000 Litres Capacity 1 Job 686 7.86 Add For Capacity Above 50, 000 Upto 75, 000 Litres 1 Lit. 687 7.87 Cost Of 75, 000 Litres Capacity 1 Job 688 7.88 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 1 Lit. 689 7.89 Cost Of 1, 00, 000 Litres Capacity 1 Job 690 7.9 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 1 Lit. 691 7.91 Cost Of 1, 50, 000 Litres Capacity 1 Job 692 7.92 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 1 Lit. 693 7.93 Cost Of 2, 00, 000 Litres Capacity 1 Job 694 7.94 Add For Capacity Above 2, 00, 000 Upto 3, 00, 000 Litres 1 Lit. 695 7.95 Cost Of 3, 00, 000 Litres Capacity 1 Job 696 7.96 Add For Capacity Above 3, 00, 000 Upto 5, 00, 000 Litres 1 Lit. 697 7.97 Cost Of 5, 00, 000 Litres Capacity 1 Job 698 7.98 Add For Capacity Above 5, 00, 000 Upto 10, 00, 000 Litres 1 Lit. 699 7.99 Cost Of 10, 00, 000 Litres Capacity 1 Job 700 8 Addforcapacityabove10, 00, 000Upto15, 00, 000 Litres 1 Lit. 701 8.01 Cost Of 15, 00, 000 Litres Capacity 1 Job 702 8.02 Add For Capacity Above 15, 00, 000 Litres 1 Lit. 703 8.03 Note: 10% Shall Be Added Over The Cost Of Gsr For Sump Where Over Head Pump House Is Proposed. Bi01010001010000000000000515bi0100001124 704 8.04 Unconventional Water Treatment Plant Bi01010001010000000000000515bi0100001124 705 8.05 Designing ( Aesthetically ) , Providing And Constructing High Rate Unconventional Water Treatment Plant I.E. Simplified Water Treatment Plant Consisting Of Civil Works Including Cost Of Providing And Applying Epoxy Paint To Inside Surface Of Water Retaining Structures In Contact With Chlorine And Providing Anti-Termite Treatment To Entire Structure Below Ground Level, Ceramic Tiles For Floring, Acrylic Emulsion With Silicon Additives Paint From Outside Stainless Steel Railing, Mechanical And Electrical Components Of Various Sub-Works As Given Below : Including Necessary Hydraulic Testing, Structural Testing And Trial For 3 Months, Etc. Complete As Directed By Engineer-In-Charge ( Turn-Key Job ) Works. Bi01010001010000000000000515bi0100001124 706 8.06 Aeration Fountain Bi01010001010000000000000515bi0100001124 707 8.07 Inlet Arrangements Bi01010001010000000000000515bi0100001124 708 8.08 Mixing Channel With Ventury Flume And Flow Measuring Arrangement Bi01010001010000000000000515bi0100001124 709 8.09 Inlet Channel Bi01010001010000000000000515bi0100001124 710 8.1 Flocculator- Conforming To I.S. 7208-1974 ( Type-C ) With Detention Period Of 30 Minutes ( I.S. 7208-1974 ( Type-C ) ) Bi01010001010000000000000515bi0100001124 711 8.11 Tube Settlers-Designing, Fabricating And Constructing Tube Settlers With Square Or Any Other Shaped Tube Like Circular, Cheveron, Hexagonal Etc .Having Proven Performance Bi01010001010000000000000515bi0100001124 712 8.12 Rapid Sand Gravity Filters - All Valve Shall Be Glandless. Bi01010001010000000000000515bi0100001124 713 8.13 Filter House Bi01010001010000000000000515bi0100001124 714 8.14 Chemical House Bi01010001010000000000000515bi0100001124 715 8.15 Alum Tanks- 2Nos. With Mixing, Carrying And Dosing Arrangements With Piping. Bi01010001010000000000000515bi0100001124 716 8.16 100 Kg Chlorine Cylender For Capacity Upto 5Mld And Chlorine Tonner For Capacity Above 5 Mld. Bi01010001010000000000000515bi0100001124 717 8.17 Tcl Solution Tank With Mixing, Carrying And Dosing Arrangement With Piping. Bi01010001010000000000000515bi0100001124 718 8.18 Bypass Arrangement Bi01010001010000000000000515bi0100001124 719 8.19 External And Internal Electrification Bi01010001010000000000000515bi0100001124 720 8.2 Laboratory Equipments Bi01010001010000000000000515bi0100001124 721 8.21 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. Bi01010001010000000000000515bi0100001124 722 8.22 Wash Water Pumps With 100% Standby Bi01010001010000000000000515bi0100001124 723 8.23 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. Bi01010001010000000000000515bi0100001124 724 8.24 Pure Water Sump Of Capacity Equal To 1 Hour Pumping Capacity. Bi01010001010000000000000515bi0100001124 725 8.25 Pure Water Pump House Over The Sump / By The Side Of Sump. Bi01010001010000000000000515bi0100001124 726 8.26 Drainage Arrangements Bi01010001010000000000000515bi0100001124 727 8.27 Alum Store Bi01010001010000000000000515bi0100001124 728 8.28 Sanitary Block With Necessary Water Supply And Drainage Arrangements And Internal Wbm Roads. Bi01010001010000000000000515bi0100001124 729 8.29 These Rates Are Applicable For Seismic Zones 2, 3 And 4. Bi01010001010000000000000515bi0100001124 730 8.3 Rates Given Below Are Inclusive Of Uplift Pressure If Any And Dewatering During The Entire Work. Bi01010001010000000000000515bi0100001124 731 8.31 All Rcc Structures Shall Be Constructed In M-250. Structures In Contact With Water Shall Be In M-300. Bi01010001010000000000000515bi0100001124 732 8.32 Unconventional Treatment Plants Less Than 1 Mld Capacity Shall Not Be Constructed. Bi01010001010000000000000515bi0100001124 733 8.33 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 ) . ( Is 4759:1996 ( Reafirmed 2006 ) . ) Bi01010001010000000000000515bi0100001124 734 8.34 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. Bi01010001010000000000000515bi0100001124 735 8.35 Unconventional Water Treatment Plant Bi01010001010000000000000515bi0100001124 736 8.36 Fixed Cost For 1 Mld 1 P.Job 737 8.37 Add For Capacity Above 1 Mld Upto 2 Mld 1 P.Mld 738 8.38 Cost Of 2 Mld Treatment Plant 1 P.Job 739 8.39 Add For Capacity Above 2 Mld Upto 3 Mld 1 P.Mld 740 8.4 Cost Of 3 Mld Treatment Plant 1 P.Job 741 8.41 Conventional Water Treatment Plant Bi01010001010000000000000515bi0100001124 742 8.42 Designing ( Aesthetically ) , Providing Constructing And Commissioning Conventional Water Treatment Plant Consisting Of All Civil, Mechanical And Electrical Works Including Cost Of Providing And Applying Epoxy Paint To Inside Surface Of Water Retaining Structures In Contact With Chlorine And Providing Antitermite Treatment To Entire Structure Below Ground Level, Mechanical And Electrical Components Of Various Sub-Works As Given Below, Including Necessary Hydraulic Testing, Structural Testing, Equipment Testing And Trial Run For A Period Of 3 Months, Etc. Complete As Directed By Engineer-In-Charge ( Turn-Key Job ) . Bi01010001010000000000000515bi0100001124 743 8.43 Aeration Fountain- Plan Are A Not Less Than 0.625 Square Metre Per Mld Bi01010001010000000000000515bi0100001124 744 8.44 Ventury Flume - With Necessary Devices, Consisting Of Simple Mechanical Indicator. ( Pedestal Type Gauge ) Bi01010001010000000000000515bi0100001124 745 8.45 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. ( I.S. 7090 Of 1985. ) Bi01010001010000000000000515bi0100001124 746 8.46 Flocculator – Conforming To I.S.7208-1974 ( Type-C ) With Detention Period Of 30 Minutes ( I.S.7208-1974 ( Type-C ) Bi01010001010000000000000515bi0100001124 747 8.47 Conventional Water Treatment Plant Bi01010001010000000000000515bi0100001124 748 8.48 Designing ( Aesthetically ) , Providing Constructing And Commissioning Conventional Water Treatment Plant Consisting Of All Civil, Mechanical And Electrical Works Including Cost Of Providing And Applying Epoxy Paint To Inside Surface Of Water Retaining Structures In Contact With Chlorine And Providing Antitermite Treatment To Entire Structure Below Ground Level, Mechanical And Electrical Components Of Various Sub-Works As Given Below, Including Necessary Hydraulic Testing, Structural Testing, Equipment Testing And Trial Run For A Period Of 3 Months, Etc. Complete As Directed By Engineer-In-Charge ( Turn-Key Job ) . Bi01010001010000000000000515bi0100001124 749 8.49 Aeration Fountain- Plan Are A Not Less Than 0.625 Square Metre Per Mld Bi01010001010000000000000515bi0100001124 750 8.5 Ventury Flume - With Necessary Devices, Consisting Of Simple Mechanical Indicator. ( Pedestal Type Gauge ) Bi01010001010000000000000515bi0100001124 751 8.51 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. Bi01010001010000000000000515bi0100001124 752 8.52 Flocculator – Conforming To I.S.7208-1974 ( Type-C ) With Detention Period Of 30 Minutes. Bi01010001010000000000000515bi0100001124 753 8.53 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. Bi01010001010000000000000515bi0100001124 754 8.54 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. Bi01010001010000000000000515bi0100001124 755 8.55 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. ( I.S. 8491 ) Bi01010001010000000000000515bi0100001124 756 8.56 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. Bi01010001010000000000000515bi0100001124 757 8.57 Wash Water Pumps- Capacity To Fill Water Tank In 1 Hour With 100% Standby. Bi01010001010000000000000515bi0100001124 758 8.58 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 ) . Bi01010001010000000000000515bi0100001124 759 8.59 Chemical House In Two Storeys Bi01010001010000000000000515bi0100001124 760 8.6 Ground Floor To Accommodate 7 Days Alum Requirement And Sundry Storage. Bi01010001010000000000000515bi0100001124 761 8.61 First Floor To Accommodate Alum And Lime Tanks. Etc. Bi01010001010000000000000515bi0100001124 762 8.62 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. ( I.S. 9222 Part-I 1979. ) Bi01010001010000000000000515bi0100001124 763 8.63 Pure Water Sump And Sump House. Bi01010001010000000000000515bi0100001124 764 8.64 Capacity Of Sump – One Hour Of Designed Flow. Bi01010001010000000000000515bi0100001124 765 8.65 Pump House- Pump House Of Required Size Over The Sump Or By The Side. Bi01010001010000000000000515bi0100001124 766 8.66 Store House-Suitable For Alum Storage Of Three Months Requirement In Monsoon With 10% Extra Capacity For Other Sundry Articles. Bi01010001010000000000000515bi0100001124 767 8.67 Vacuum Feed Type Chlorinators- Make Tobe Approved By Mjp. Bi01010001010000000000000515bi0100001124 768 8.68 Conforming To I.S. 10533 - A Part-Ii 1983 ( I.S. 10533 - A Part-Ii 1983 ) Bi01010001010000000000000515bi0100001124 769 8.69 Rate For Withdrawal Bi01010001010000000000000515bi0100001124 770 8.7 Temperature Kg. Of Chlorine Discharge Degree C Per Day ( Cylinders ) Bi01010001010000000000000515bi0100001124 771 8.71 45 67 Tonnes Bi01010001010000000000000515bi0100001124 772 8.72 10 6.35 9.50 110 Bi01010001010000000000000515bi0100001124 773 8.73 15 10.75 16.10 130 Bi01010001010000000000000515bi0100001124 774 8.74 20 14.50 21.24 254 Bi01010001010000000000000515bi0100001124 775 8.75 27&Above 18.70 28.12 315 Bi01010001010000000000000515bi0100001124 776 8.76 Chlorinator Equipment And Container Room To Conform To I.S. 10553 Part-I 1983. ( I.S. 10553 Part-I 1983. ) Bi01010001010000000000000515bi0100001124 777 8.77 100% Standby Shall Be Provided. Bi01010001010000000000000515bi0100001124 778 8.78 By Pass Arrangements - C.I. Or M.S. Pipes. Bi01010001010000000000000515bi0100001124 779 8.79 Disposal Of Waste From Wtp: Safe Disposal Arrangement To Near By Nala Including Cost Of Pipe Bi01010001010000000000000515bi0100001124 780 8.8 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 Bi01010001010000000000000515bi0100001124 781 8.81 Drainage Arrangements – Rcc Pipes Up To Plot Boundary. Bi01010001010000000000000515bi0100001124 782 8.82 Electrical Installation – Both Internal And External Including Entire Plant Area. Bi01010001010000000000000515bi0100001124 783 8.83 Laboratory Equipment –As Per Requirement ( To Be Specified During Tendering ) . Bi01010001010000000000000515bi0100001124 784 8.84 Sanitary Blocks – Carpet Area -15 Square Metre Minimum Upto 25 Mld And 25 Square Metre Above 25 Mld. Bi01010001010000000000000515bi0100001124 785 8.85 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. Bi01010001010000000000000515bi0100001124 786 8.86 Rates Given Below Are Inclusive Of Up Lift Pressure If Any And Dewatering During Entire Work. 787 8.87 All Pipes Condutes Channels With20%Overloading 788 8.88 These Rates Are Applicable For Seismic Zones 2, 3 And 4. 789 8.89 All Rcc Structures Shall Be Constructed In M-300. 790 8.9 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 ) . 791 8.91 Conventional Water Treatment Plant 792 8.92 Above 3 Mld To Upto 5 Mld 1 P.Mld 793 8.93 Cost Of 5 Mld Treatment Plant 1 P.Job 794 8.94 Add For Capacity Above 5Mld Upto 10 Mld 1 P.Mld 795 8.95 Cost Of 10 Mld Treatment Plant 1 P.Job 796 8.96 Add For Capacity Above 10 Mld Upto 20 Mld 1 P.Mld 797 8.97 Cost Of 20 Mld Treatment Plant 1 P.Job 798 8.98 Add For Capacity Above 20 Mld Upto 50 Mld 1 P.Mld 799 8.99 Cost Of 50 Mld Treatment Plant 1 P.Job 800 9 Add For Capacity Above 50 Mld Upto 100 Mld 1 P.Mld 801 9.01 Cost Of 100 Mld Treatment Plant 1 P.Job 802 9.02 Add For Capacity Above 100 Mld 1 P.Mld 803 9.03 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 ) 804 9.04 300 Mm Dia For Gpt 1 P / M 805 9.05 400 Mm Dia For Hygpt 1 P / M 806 9.06 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 ) 807 9.07 From 0-50 Meter 1 P / M 808 9.08 From 51-125 Meter 1 P / M 809 9.09 Ms Pipe 810 9.1 Supplying All Tools, Tackles & Lowering Of 200 Mm Dia Ms Erw Casing Pipe Of 6Mm Wall Thickness Including Welding Charges, Cost Of Pipe Etc . All Complete Job ( Basic Rates ) 1 P / M 811 9.11 Supplying All Materia;Ls, Labours, Tools & Equipments For Fitting & Fixing 200Mm Dia Ms Cap Over Casing Pipe Complete Job ( Basic Rates ) 1 Item 812 9.12 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 ) 813 9.13 Drillig Upto 30 Mtr Depth Below G. L. In Rural Area 1 P / M 814 9.14 Drilling Beyond 31 Mtr Upto 60 Mtr Below G. L. In Rural Area 1 P / M 815 9.15 Trenchlesss Per Specification And Dirrection Of Engineer Incharge ( Basic Rates ) 816 9.16 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 ) 817 9.17 From 900 Mm To 1000 Mm Dia 818 9.18 In Soft Soil 1 P / M 819 9.19 In Hard Soil 1 P / M 820 9.2 In Sandy Soil 1 P / M 821 9.21 In Stone Soil 1 P / M 822 9.22 From 1000 Mm To 1200 Mm Dia 823 9.23 In Soft Soil 1 P / M 824 9.24 In Hard Soil 1 P / M 825 9.25 In Sandy Soil 1 P / M 826 9.26 In Stone Soil 1 P / M 827 9.27 Above 1200 Mm To 1500 Mm Dia 828 9.28 In Soft Soil 1 P / M 829 9.29 In Hard Soil 1 P / M 830 9.3 In Sandy Soil 1 P / M 831 9.31 In Stone Soil 1 P / M 832 9.32 Installation Of Product Pipe By Auger Boring Method Including 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 ) 833 9.33 Upto 300 Mm Dia 834 9.34 In Soft Soil 1 P / M 835 9.35 In Hard Soil 1 P / M 836 9.36 In Sandy Soil 1 P / M 837 9.37 In Stone Soil 1 P / M 838 9.38 Upto 300 Mm Diaabove300 Mm To 450 Mm Dia 839 9.39 In Soft Soil 1 P / M 840 9.4 In Hard Soil 1 P / M 841 9.41 In Sandy Soil 1 P / M 842 9.42 In Stone Soil 1 P / M 843 9.43 Above 450 Mm To 600 Mm Dia 844 9.44 In Soft Soil 1 P / M 845 9.45 In Hard Soil 1 P / M 846 9.46 In Sandy Soil 1 P / M 847 9.47 In Stone Soil 1 P / M 848 9.48 Above 600 Mm To 900 Mm Dia 849 9.49 In Soft Soil 1 P / M 850 9.5 In Hard Soil 1 P / M 851 9.51 In Sandy Soil 1 P / M 852 9.52 In Stone Soil 1 P / M 853 9.53 Installation Of Product Pipe By Guided Auger Boring Method Including 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 ) 854 9.54 Upto 300 Mm Dia 855 9.55 In Soft Soil 1 P / M 856 9.56 In Hard Soil 1 P / M 857 9.57 In Sandy Soil 1 P / M 858 9.58 In Stone Soil 1 P / M 859 9.59 Above300 Mm To 450 Mm Dia 860 9.6 In Soft Soil 1 P / M 861 9.61 In Hard Soil 1 P / M 862 9.62 In Sandy Soil 1 P / M 863 9.63 In Stone Soil 1 P / M 864 9.64 Above 450 Mm To 600 Mm Dia 865 9.65 In Soft Soil 1 P / M 866 9.66 In Hard Soil 1 P / M 867 9.67 In Sandy Soil 1 P / M 868 9.68 In Stone Soil 1 P / M 869 9.69 Above 600 Mm To 900 Mm Dia 870 9.7 In Soft Soil 1 P / M 871 9.71 In Hard Soil 1 P / M 872 9.72 In Sandy Soil 1 P / M 873 9.73 In Stone Soil 1 P / M 874 9.74 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 ) ( Is 5312 Part I ( 1984 ) ) 875 9.75 Without Byepass Arrangement - Pn-1 1 Each 876 9.76 50 Mm 1 Each 877 9.77 65 Mm 1 Each 878 9.78 80 Mm 1 Each 879 9.79 100 Mm 1 Each 880 9.8 125 Mm 1 Each 881 9.81 150 Mm 1 Each 882 9.82 200 Mm 1 Each 883 9.83 250 Mm 1 Each 884 9.84 300 Mm 1 Each 885 9.85 350 Mm 1 Each 886 9.86 400 Mm 1 Each 887 9.87 450 Mm 1 Each 888 9.88 500 Mm 1 Each 889 9.89 600 Mm 1 Each 890 9.9 700 Mm 1 Each 891 9.91 750 Mm 1 Each 892 9.92 800 Mm 1 Each 893 9.93 900 Mm 1 Each 894 9.94 1000 Mm 1 Each 895 9.95 1100 Mm 1 Each 896 9.96 1200 Mm 1 Each 897 9.97 With Byepass Arrangement - Pn-1 ( Is 5312 Part I ( 1984 ) ) 898 9.98 50 Mm 1 Each 899 9.99 65 Mm 1 Each 900 10 80 Mm 1 Each 901 10.01 100 Mm 1 Each 902 10.02 125 Mm 1 Each 903 10.03 150 Mm 1 Each 904 10.04 200 Mm 1 Each 905 10.05 250 Mm 1 Each 906 10.06 300 Mm 1 Each 907 10.07 350 Mm 1 Each 908 10.08 400 Mm 1 Each 909 10.09 450 Mm 1 Each 910 10.1 500 Mm 1 Each 911 10.11 600 Mm 1 Each 912 10.12 700 Mm 1 Each 913 10.13 750 Mm 1 Each 914 10.14 800 Mm 1 Each 915 10.15 900 Mm 1 Each 916 10.16 1000 Mm 1 Each 917 10.17 1100 Mm 1 Each 918 10.18 1200 Mm 1 Each 919 10.19 Without Byepass Arrangement - Pn-1.6 ( Is 5312 Part I ( 1984 ) ) 920 10.2 50 Mm 1 Each 921 10.21 65 Mm 1 Each 922 10.22 80 Mm 1 Each 923 10.23 100 Mm 1 Each 924 10.24 125 Mm 1 Each 925 10.25 150 Mm 1 Each 926 10.26 200 Mm 1 Each 927 10.27 250 Mm 1 Each 928 10.28 300 Mm 1 Each 929 10.29 350 Mm 1 Each 930 10.3 400 Mm 1 Each 931 10.31 450 Mm 1 Each 932 10.32 500 Mm 1 Each 933 10.33 600 Mm 1 Each 934 10.34 With Byepass Arrangement - Pn-1.6 ( Is 5312 Part I ( 1984 ) ) 935 10.35 50 Mm 1 Each 936 10.36 65 Mm 1 Each 937 10.37 80 Mm 1 Each 938 10.38 100 Mm 1 Each 939 10.39 125 Mm 1 Each 940 10.4 150 Mm 1 Each 941 10.41 200 Mm 1 Each 942 10.42 250 Mm 1 Each 943 10.43 300 Mm 1 Each 944 10.44 350 Mm 1 Each 945 10.45 400 Mm 1 Each 946 10.46 450 Mm 1 Each 947 10.47 500 Mm 1 Each 948 10.48 600 Mm 1 Each 949 10.49 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 . 950 10.5 With Byepass Arrangement - Pn-1 951 10.51 50 Mm 1 Each 952 10.52 65 Mm 1 Each 953 10.53 80 Mm 1 Each 954 10.54 100 Mm 1 Each 955 10.55 125 Mm 1 Each 956 10.56 150 Mm 1 Each 957 10.57 200 Mm 1 Each 958 10.58 250 Mm 1 Each 959 10.59 300 Mm 1 Each 960 10.6 350 Mm 1 Each 961 10.61 400 Mm 1 Each 962 10.62 450 Mm 1 Each 963 10.63 500 Mm 1 Each 964 10.64 600 Mm 1 Each 965 10.65 700Mm 1 Each 966 10.66 750 Mm 1 Each 967 10.67 800 Mm 1 Each 968 10.68 900 Mm 1 Each 969 10.69 1000 Mm 1 Each 970 10.7 1100 Mm 1 Each 971 10.71 1200Mm 1 Each 972 10.72 Without Byepass Arrangement - Pn-1 973 10.73 50 Mm 1 Each 974 10.74 65 Mm 1 Each 975 10.75 80 Mm 1 Each 976 10.76 100 Mm 1 Each 977 10.77 125 Mm 1 Each 978 10.78 150 Mm 1 Each 979 10.79 200 Mm 1 Each 980 10.8 250 Mm 1 Each 981 10.81 300 Mm 1 Each 982 10.82 350 Mm 1 Each 983 10.83 400 Mm 1 Each 984 10.84 450 Mm 1 Each 985 10.85 500 Mm 1 Each 986 10.86 600 Mm 1 Each 987 10.87 700Mm 1 Each 988 10.88 750 Mm 1 Each 989 10.89 800 Mm 1 Each 990 10.9 900 Mm 1 Each 991 10.91 1000 Mm 1 Each 992 10.92 1100 Mm 1 Each 993 10.93 1200Mm 1 Each 994 10.94 Providing Double Flange Sluice Valve Confirming For Is - 2906 / 14846 Including Worn Gear As Per Test Pressure Stailess Steel Spindle , Caps Transportation Etc. All Complete For Rateincluding All Taxes. 995 10.95 Without Byepass Arrangement - Pn-1.6 996 10.96 50 Mm 1 Each 997 10.97 65 Mm 1 Each 998 10.98 80 Mm 1 Each 999 10.99 100 Mm 1 Each 1000 11 125 Mm 1 Each 1001 11.01 150 Mm 1 Each 1002 11.02 200 Mm 1 Each 1003 11.03 250 Mm 1 Each 1004 11.04 300 Mm 1 Each 1005 11.05 350 Mm 1 Each 1006 11.06 400 Mm 1 Each 1007 11.07 450 Mm 1 Each 1008 11.08 500 Mm 1 Each 1009 11.09 600 Mm 1 Each 1010 11.1 700Mm 1 Each 1011 11.11 750 Mm 1 Each 1012 11.12 800 Mm 1 Each 1013 11.13 900 Mm 1 Each 1014 11.14 1000 Mm 1 Each 1015 11.15 1100 Mm 1 Each 1016 11.16 1200Mm 1 Each 1017 11.17 With Byepass Arrangement - Pn-1.6 1018 11.18 50 Mm 1 Each 1019 11.19 65 Mm 1 Each 1020 11.2 80 Mm 1 Each 1021 11.21 100 Mm 1 Each 1022 11.22 125 Mm 1 Each 1023 11.23 150 Mm 1 Each 1024 11.24 200 Mm 1 Each 1025 11.25 250 Mm 1 Each 1026 11.26 300 Mm 1 Each 1027 11.27 350 Mm 1 Each 1028 11.28 400 Mm 1 Each 1029 11.29 450 Mm 1 Each 1030 11.3 500 Mm 1 Each 1031 11.31 600 Mm 1 Each 1032 11.32 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 . 1033 11.33 Dia - 06 Inch ( 150 Mm ) 1 P / M 1034 11.34 Id - 153 Mm Od -167 Mm 1035 11.35 Screen Thickness - 07 Mm 1036 11.36 Slot - 1.00 Mm 1037 11.37 Moc - Low Carbon Galvenised Steel 1038 11.38 Length - 5 Mtr. 1039 11.39 Dia - 08 Inch ( 200 Mm ) 1 P / M 1040 11.4 Id - 205 Mm Od -221Mm 1041 11.41 Screen Thickness - 08 Mm 1042 11.42 Slot - 1.00 Mm 1043 11.43 Moc - Low Carbon Galvenised Steel 1044 11.44 Length - 5 Mtr. 1045 11.45 Dia - 10 Inch ( 250 Mm ) 1 P / M 1046 11.46 Id - 256 Mm Od -276Mm 1047 11.47 Screen Thickness - 10 Mm 1048 11.48 Slot - 1.00 Mm 1049 11.49 Moc - Low Carbon Galvenised Steel 1050 11.5 Length - 5 Mtr. 1051 11.51 Dia - 12 Inch ( 300 Mm ) 1 P / M 1052 11.52 Id - 306 Mm Od -326 Mm 1053 11.53 Screen Thickness - 10 Mm 1054 11.54 Slot - 1.00 Mm 1055 11.55 Moc - Low Carbon Galvenised Steel 1056 11.56 Length - 5 Mtr. 1057 11.57 Dia - 14 Inch ( 350 Mm ) 1 P / M 1058 11.58 Id - 338 Mm Od -363 Mm 1059 11.59 Screen Thickness - 12.5 Mm 1060 11.6 Slot - 1.00 Mm 1061 11.61 Moc - Low Carbon Galvenised Steel 1062 11.62 Length - 5 Mtr. 1063 11.63 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 ) . 1 Per M 1064 11.64 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 ) . 1 Per Hrs. 1065 11.65 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 ) . 1 Each 1066 11.66 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 ) . 1 Each 1067 11.67 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 ) . 1 Each 1068 11.68 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 ) . 1 Per M 1069 11.69 Supplying Extra Deep Well Hand Pump Complete Sets With Cylinder Assembly & Connecting Rod ( 12 Pcs ) As Per Is : 15500 Part-2 / 2004 ( Basic Rate ) . 1 Each 1070 11.7 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 ) . 1 Per M 1071 11.71 Supply Of 200Mm Dia Ribbed Screen Pipe Conferming To Is : 12818 : 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . 1 Per M 1072 11.72 Supply Of 125Mm Dia Ribbed Screen Pipe Conferming To Is : 12818 : 2016 ( Cml No. 5543459 ) Latest Revision Including Carrigae ( Basic Rate ) . 1 Per M 1073 11.73 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 ) . 1 Per M 1074 11.74 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 ) . 1 Each 1075 11.75 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 ) . 1 Each 1076 11.76 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 Boratory Facility 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. 1 Packaged Lamella Clarified Type Wtp With Mgf Capacity In Mld 1077 11.77 Submersible Pump Set 100 Mm Dia ( With Polypropylene / Noryl Impeller ) Up To 20 Stages ( Is 8034 And Motor Confirming To Is 9283. ) 1078 11.78 1 H.P. 1 Each 1079 11.79 1.5 Hp 1 Each 1080 11.8 2 Hp 1 Each 1081 11.81 2.5 Hp 1 Each 1082 11.82 3.0 Hp 1 Each 1083 11.83 4.0 Hp 1 Each 1084 11.84 5.0 Hp 1 Each 1085 11.85 Pumps 1 Each 1086 11.86 Supplying 100 Mm Dia Submersible Pump Sets Confirming To Is 8034 And Motor Confirming To Is 9283. Pump Shall Be Suitable For Various Delivery Head And Discharge With Stainless Steel Pump Shaft And Polypropylene / Noryl Impeller. Motor Suitable For Working On 415V+10%, 3Ph, 50 Hz, A.C. Supply With Cable Guard, Thrust Carbon / Fiber Bearing To Withstand Entire Hydraulic Thrust, Water Proof Winding Shall Be Provided. The Pump Set Shall Be Suitable For Direct Coupling. Pump Shall Have Suitable Outlet As Per Manufacturers Design. Anti Thrust Stream Lined Non Return Valve Shall Be Provided With Pump. 3 Meter Submersible Copper Conductor Cable In Single / Double Run Shall Be Provided With Each Pump. 1087 11.87 Submersible Pump Set 100 Mm Dia ( With Polypropylene / Noryl Impeller ) Up To 20 Stages ( Is 8034 And Motor Confirming To Is 9283. ) 1088 11.88 1 H.P. 1 Each 1089 11.89 1.5 Hp 1 Each 1090 11.9 2 Hp 1 Each 1091 11.91 2.5 Hp 1 Each 1092 11.92 3.0 Hp 1 Each 1093 11.93 4.0 Hp 1 Each 1094 11.94 5.0 Hp 1 Each 1095 11.95 Supply Rate Should Be Increased By Rs 200 / - Per Stage For Pump With More Than 20 Stages 1096 11.96 Submersible Pump 150 Mm Dia ( With Bronze Impeller ) Up To 8 Stages 1097 11.97 8.0 Hp 1 Each 1098 11.98 9.0 Hp 1 Each 1099 11.99 10.0 Hp 1 Each 1100 12 11.0 Hp 1 Each 1101 12.01 12.5 Hp 1 Each 1102 12.02 15.0 Hp 1 Each 1103 12.03 Supply Rate Should Be Increased By Rs 600 / - Per Stage For Pump With More Than 8 Stages 1104 12.04 Submersible Pump 150 Mm Dia ( With Bronze Impeller ) Up To 12 Stages 1105 12.05 8.0 Hp 1 Each 1106 12.06 9.0 Hp 1 Each 1107 12.07 10.0 Hp 1 Each 1108 12.08 11.0 Hp 1 Each 1109 12.09 12.5 Hp 1 Each 1110 12.1 15.0 Hp 1 Each 1111 12.11 Supply Rate Should Be Increased By Rs 600 / - Per Stage For Pump With More Than 12 Stages 1112 12.12 Submersible Pump 150 Mm Dia ( With Bronze Impeller ) Up To 20 Stages 1113 12.13 17.5 Hp 1 P / M 1114 12.14 20.0 Hp 1 P / M 1115 12.15 25 Hp 1 P / M 1116 12.16 1 ) Supply Rate Should Be Increased By Rs 600 / - Per Stage For Pump With More Than 20 Stages For Bore Well Only. 1117 12.17 For Other Use 200 Mm Dia Pump Shall Be Preferred Over 150 Mm Dia With More Than 20 Stage Pump. 1118 12.18 2 ) For 150 Mm Dia Energy Efficient Pumps Add As Below 1119 12.19 A. Up To 8 Stages :- 3% On Supply Rate 1120 12.2 B. Up To 12 Stages :- 4% On Supply Rate 1121 12.21 C. Up To 15 Stages :- 5% On Supply Rate 1122 12.22 Pressure Gauge 1123 12.23 Providing Fabricating, Testing And Commisioning Pressure Vessel Fabricating In M.S Plate On Providing Foundation Including Epoxy Paint 1124 12.24 Pressure Gauge ( 100 Mm Dia ) 1 Each 1125 12.25 Pressure Gauge ( 150 Mm Dia ) 1 Each 1126 12.26 Vacuum / Combination Gauge 1127 12.27 Supplying Vacuum Gauge / Combination Gauge Of Required Range Complete With Syphon Tube, Isolating Cock Suitable For 12 Mm Dia G.I. Pipe. 1128 12.28 Vacuum / Combination Gauge – 100 Mm Dia 1 Each 1129 12.29 Vacuum / Combination Gauge – 150 Mm Dia 1 Each 1130 12.3 Lifting Equipment 1131 12.31 Chain Pulley Block 1132 12.32 Supplying Triple Spur Gear Type Chain Pulley Block Suitable For Capacity As Below With 3 M Lift Complete With Load Chain And Hand Chain Suitable For Above Lift, Tested To 50% Over Load As Per Is 3832 Carrying Isi Mark. ( Is 3832 Carrying Isi Mark. ) 1133 12.33 1 Tonne Capacity 1 Each 1134 12.34 2 Tonne Capacity 1 Each 1135 12.35 3 Tonne Capacity 1 Each 1136 12.36 Hand Operated Circular Or Rectangular Travelling Crane ( Single Girder ) 1137 12.37 Chain Pulley Block 1138 12.38 Supplying Single Girder Hand Operated Circular / Rectangular Travelling Crane With 6 M Lift Complete With Chain Pulley Block Isi Marked And Travelling Trolley Both Tested For 50% Overload Including Arrangement For Longitudinal Travel / Circular Travel And Cross Travel With Wheel, Hand Chain, Etc Complete. 1 Each 1139 12.39 3 Tonne Capacity 1140 12.4 Up To 5 M Span 1 Each 1141 12.41 Above 5 M Up To 6 M Span 1 Each 1142 12.42 Above 6 M Up To 8 M Span 1 Each 1143 12.43 5 Tonne Capacity 1144 12.44 Up To 5 M Span 1 Each 1145 12.45 Above 5 M Up To 6 M Span 1 Each 1146 12.46 Above 6 M Up To 8 M Span 1 Each 1147 12.47 Above 8 M Up To 10 M Span 1 Each 1148 12.48 Electric Operated Circular Or Rectangular Travelling Crane ( Single Girder ) 1149 12.49 Supplying Single Girder Electrically Operated Rectangular Over Head Travelling Crane With 6 M Lift Complete With Wire Rope Hoist, Class Ii Duty, All Three Motions Electrically Operated By Suitable Rating Motor Ip 54, Control Panel And Down Pendant Control Block. 1150 12.5 5 Tonne Capacity 1151 12.51 Above 6 M Up To 8 M Span 1 Each 1152 12.52 Above 8 M Up To 10 M Span 1 Each 1153 12.53 7.5 Tonne Capacity 1154 12.54 Above 6 M Upto 8 M Span 1 Each 1155 12.55 Above 8 M Up To 10 M Span 1 Each 1156 12.56 10 Tonne Capacity 1157 12.57 Above 6 M Up To 8 M Span 1 Each 1158 12.58 Above 8 M Up To 10 M Span 1 Each 1159 12.59 Square Bar / Rail 1160 12.6 Providing, Erecting And Fixing Square Bar Of En 8 As Rail For Over Head Crane On Provided Track, Girder / Continuous Corbel Beam, Including Supporting Plate And “J” Bolts. 1161 12.61 50 X 50 Mm ( En 8 ) 1 M 1162 12.62 40 X 40 Mm ( En 8 ) 1 M 1163 12.63 Lightening Arrester, Ab Switch, Insulators 1164 12.64 Lightening Arrestor 1165 12.65 Supplying, Erecting Approved Make Thyrite Type Lightening Arrestor Suitable For H.T. Supply With Necessary Ancillary Material Complete On Provided Cross Arm And Connected To Overhead Line. 1166 12.66 Suitable For 11 Kv Supply, Distribution Class 1 Set 1167 12.67 Suitable For 22 Kv Supply, Distribution Class 1 Set 1168 12.68 Suitable For 33 Kv Supply, Station Class 1 Set 1169 12.69 Disc Insulator 1170 12.7 Supplying, Erecting Porcelain Disc Type Insulators With Hardware Fittings Suitable For H.T. Overhead Line Complete Erected With Nuts And Bolts On Provided Cross Arm 1171 12.71 Suitable For 11Kv Line 1 Each 1172 12.72 Suitable For 33Kv Line 1 Each 1173 12.73 Pin Insulator 1174 12.74 Supplying, Erecting Porcelain Pin Type Insulators With Hardware Fittings Suitable For H.T. Overhead Line Complete Erected With Nuts And Bolts On Provided Cross Arm 1175 12.75 Suitable For 11Kv Line 1 Each 1176 12.76 Suitable For 33Kv Line 1 Each 1177 12.77 Air Break Switch Without Earth Switch 1178 12.78 Supplying, Erecting Approved Make H.T. Outdoor Type Gang Operated Air Break Triple Pole Switch Of Required Capacity With 3 Post / Pin Type Insulator Per Phase , Mounted In Horizontal Or Vertical Position On Provided Cross Arm With Adequate Length Of G.I. Pipe For Operating Handle Erected On Extended Square Shaft. The Operating Handle Provided With Lock And Key At Suitable Height From Ground With Necessary Clamps 1179 12.79 Suitable For 11Kv Line 1180 12.8 Rocking / Tilting Type 1 Each 1181 12.81 Rotating Type 1 Each 1182 12.82 Suitable For 33Kv Line 1183 12.83 Rocking / Tilting Type 1 Set 1184 12.84 Rotating Type 1 Set 1185 12.85 Air Break Switch With Earth Switch 1186 12.86 Supplying, Erecting Approved Make H.T. Outdoor Type Gang Operated Air Break Triple Pole Switch With Earth Switch Of Required Capacity With 3 Post / Pin Type Insulator Per Phase , Mounted In Horizontal Or Vertical Position On Provided Cross Arm With Adequate Length Of G.I. Pipe For Operating Handle Erected On Extended Square Shaft. The Operating Handle Provided With Lock And Key At Suitable Height From Ground With Necessary Clamps 1187 12.87 Suitable For 11Kv Line 1188 12.88 Rotating Type 1 Set 1189 12.89 Suitable For 33Kv Line 1190 12.9 Rotating Type 1 Set 1191 12.91 Drop Out Fuse ( Channel Mounted ) 1192 12.92 Supplying, Erecting Approved Make Out Door Type Drop Out Fuse Channel Type With Insulator Complete With Fuse Holders Fuse Barrel With Metal Fittings, Fuse Element, With Working Current Up To 50 Amp, Capacity Complete Erected On Provided Cross Arm, Each Set Comprising 3 Units 1193 12.93 Suitable For 11 Kv Line 1 Set 1194 12.94 Suitable For 33 Kv Line 1 Set 1195 12.95 Horn Gap Fuse ( Channel Mounted ) 1196 12.96 Supplying, Erecting Approved Make Out Door Type Horn Gap Type Fuse With Insulator, Fuse Element, With Working Current Up To 50 Amp, Capacity Complete Erected On Provided Cross Arm, Each Set Comprising 3 Units 1197 12.97 Suitable For 11 Kv Line 1 Set 1198 12.98 Suitable For 33 Kv Line 1 Set 1199 12.99 Transformer 1200 13 Power Transformer ( With Off Load Tap Changer ) Any Isi Mark ( Standards As Per Amended Is Specifications ) 1201 13.01 Supplying Outdoor Type Copper Wound Transformer Continuously Rated For 3Ph, 50 Hz, At Full Load And Temp. Rise Not Exceeding 450 C By Thermometer In Oil And 500 C By The Resistance In Winding After Continuous Run At Full Load Rating, The Transformer Should Have Oil Immersed Winding Having Vector Group Dy11, Ht Side Connected In Delta And Lt Side Connected In Star With Neutral Brought Out Connected To Provide Separate Earthing. The Transformer Shall Have Power Terminal Arrangement, Bushing / Cable End Box On Ht Side And Cable End Box On Lt Side. 2 Nos Channels With Stoppers Shall Be Provided And Fixed On The Provided Plinth For Mounting The Transformer. The Transformer Should Have Following Standard Fittings. Transformer Shall Be Latest Manufacturing Standards As Per Amended Is Specifications And The Load & No Load Losses Shall Be Limited To The Values Given Below Or As Per Is Or Norms Issued By Seb Which Ever Are Lower- 1202 13.02 1. Oil Conservator With Filling Hole With Cap And Plain Oil Level Gauge. 1203 13.03 2. Silica Gel Dehydrating Breather Charged With Silica Gel. 1204 13.04 3. Oil Drain Valve 1205 13.05 4. Oil Filter Valve 1206 13.06 5. Lifting Eyes / Hooks 1207 13.07 6. Two Earthing Terminals 1208 13.08 7. Diagram And Rating Plate 1209 13.09 8. Air Vent 1210 13.1 9. Explosion Vent 1211 13.11 10. 100Mm Dia Thermo Meter With Thermometer Pocket 1212 13.12 11. Four Bi Directional Plain Roller. 1213 13.13 Power Transformer 11000 / 433 Volts With Off Load Tap Changer – 12.5% To +2.5% In Steps Of 2.5% As Per Bis Level-2. 1214 13.14 63 Kva ( No Load Loss 180W And Load Loss 1235W ) 1 Each 1215 13.15 100 Kva ( No Load Loss 260W And Load Loss 1760W ) 1 Each 1216 13.16 160Kva ( No Load Loss 260W And Load Loss 1760W ) 1 Each 1217 13.17 200Kva ( No Load Loss 500W And Load Loss3000w ) 1 Each 1218 13.18 250Kvaa ( No Load Loss 550W And Load Loss3600w ) 1 Each 1219 13.19 315Kva ( No Load Loss 580W And Load Loss 4200W ) 1 Each 1220 13.2 400 Kva ( No Load Loss 715W And Load Loss 5000W ) 1 Each 1221 13.21 500 Kva ( No Load Loss 850W And Load Loss 5800W ) 1 Each 1222 13.22 630 Kva ( No Load Loss 1000W And Load Loss 7000W ) 1 Each 1223 13.23 750 Kva ( No Load Loss 1500W And Load Loss 8000W ) 1 Each 1224 13.24 Power Transformer ( With On Load Tap Changer ) 1225 13.25 Supplying Outdoor Type Copper Wound Transformer Continuously Rated For 3Ph, 50 Hz, At Full Load And Temp. Rise Not Exceeding 450 C By Thermometer In Oil And 500 C By The Resistance In Winding After Continuous Run At Full Load Rating, The Transformer Should Have Oil Immersed Winding Having Vector Group Dy11, Ht Side Connected In Delta And Lt Side Connected In Star With Neutral Brought Out Connected To Provide Separate Earthing. The Transformer Shall Have Power Terminal Arrangement, Bushing / Cable End Box On Ht Side And Cable End Box On Lt Side. 2Nos Channels With Stoppers Shall Be Provided And Fixed On The Provided Plinth For Mounting The Transformer. The Transformer Should Have Following Standard Fittings. The Oltc Should Be Suitable For Minimum 50 Operations Per Day. Transformer Shall Be Latest Manufacturing Standards As Per Amended Is Specifications And The Load & No Load Losses Shall Be Limited To The Values Given Below Or As Per Is Or Norms Issued By Seb Which Ever Are Lower- 1226 13.26 1. Oil Conservator With Filling Hole With Cap And Plain Oil Level Gauge. 1227 13.27 2. Silica Gel Dehydrating Breather Charged With Silica Gel. 1228 13.28 3. Oil Drain Valve 1229 13.29 4. Oil Filter Valve 1230 13.3 5. Lifting Eyes / Hooks 1231 13.31 6. Two Earthing Terminals 1232 13.32 7. Diagram And Rating Plate 1233 13.33 8. Air Vent 1234 13.34 9. Explosion Vent 1235 13.35 10. 100Mm Dia Thermo Meter With Thermometer Pocket 1236 13.36 11. Four Bi Directional Plain Roller. 1237 13.37 12. Buchholz Relay 1238 13.38 13. Resistance Temp. Detector 1239 13.39 14. Marshalling Box 1240 13.4 15. Automatic Voltage Regulator ( Avr ) 1241 13.41 16. Remote Tap Changing Controller ( Rtcc ) 1242 13.42 Transformer 11000 / 433 Volts With On Load Tap Changer – 15% To +5% In Steps Of 1.25% With Rtcc, Avr And Marshalling Box And Other Specification As Per Bis Level-2. 1243 13.43 750 Kva 1 Each 1244 13.44 1000 Kva 1 Each 1245 13.45 1250 Kva 1 Each 1246 13.46 1600 Kva 1 Each 1247 13.47 2000 Kva 1 Each 1248 13.48 Motors 1249 13.49 Foot Mounted Motors Tefc 1500 Rpm 1250 13.5 Supplying Foot Mounted Tefc 1500 Rpm, Squirrel Cage Induction Motor, Conforming To Is 325 Having Continuous Rating Suitable For Operation At 415 Volts + / -10%, 3 Phase, 50 Hz + / -3% With “F” Class Insulation Temperature Rise Limited To Class “B” Insulation. Motors Conform To Is-12615 With Efficiency Level Ie3 And Provided With Enclosure Protection Class Ip-55. 1251 13.51 15 Kw ( 20 Hp ) 1 Each 1252 13.52 18.5 Kw ( 25 Hp ) 1 Each 1253 13.53 22 Kw ( 30 Hp ) 1 Each 1254 13.54 30 Kw ( 40 Hp ) 1 Each 1255 13.55 37 Kw ( 50 Hp ) 1 Each 1256 13.56 45 Kw ( 60 Hp ) 1 Each 1257 13.57 55 Kw ( 75 Hp ) 1 Each 1258 13.58 75 Kw ( 100 Hp ) 1 Each 1259 13.59 90 Kw ( 120 Hp ) 1 Each 1260 13.6 110 Kw ( 150 Hp ) 1 Each 1261 13.61 132Kw ( 180Hp ) 1 Each 1262 13.62 160Kw ( 215 Hp ) 1 Each 1263 13.63 250Kw ( 335 Hp ) 1 Each 1264 13.64 Foot Mounted Motor Tefc 1500 Rpm 1265 13.65 0.75 Kw ( 1Hp ) 1 Each 1266 13.66 1.1 Kw ( 1.5 Hp ) 1 Each 1267 13.67 1.5 Kw ( 2 Hp ) 1 Each 1268 13.68 2.2 Kw ( 3 Hp ) 1 Each 1269 13.69 3.7 Kw ( 5 Hp ) 1 Each 1270 13.7 5.5 Kw ( 7.5 Hp ) 1 Each 1271 13.71 7.5 Kw ( 10 Hp ) 1 Each 1272 13.72 9.3 Kw ( 12.5 Hp ) 1 Each 1273 13.73 11 Kw ( 15 Hp ) 1 Each 1274 13.74 Aluminium Cable 1275 13.75 Cable 1276 13.76 Aluminium Conductor Three Core, Xlpe / Pvc Insulated & Armoured Cable . 1277 13.77 Supplying Xlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Aluminium Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. ( 1100 V Grade With Isi Mark ) 1278 13.78 3 Core 2.5 Sq Mm 1 M 1279 13.79 3 Core 4 Sq Mm 1 M 1280 13.8 3 Core 6 Sq Mm 1 M 1281 13.81 3 Core 10 Sq Mm 1 M 1282 13.82 3 Core 16 Sq Mm 1 M 1283 13.83 3 Core 25 Sq Mm 1 M 1284 13.84 3 Core 35 Sq Mm 1 M 1285 13.85 3 Core 50 Sq Mm 1 M 1286 13.86 3 Core 70 Sq Mm 1 M 1287 13.87 3 Core 95 Sq Mm 1 M 1288 13.88 3 Core 120 Sq Mm 1 M 1289 13.89 3 Core 150 Sq Mm 1 M 1290 13.9 3 Core 185 Sq Mm 1 M 1291 13.91 3 Core 240 Sq Mm 1 M 1292 13.92 3 Core 300 Sq Mm 1 M 1293 13.93 3 Core 400 Sq Mm 1 M 1294 13.94 Aluminium Conductor 3.5 Core, Xlpe / Pvc Insulated & Unarmoured Cable 1295 13.95 Supplying Xlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark Three And Half Core, Stranded Aluminium Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. ( 1100 V Grade With Isi Mark Three And Half Core ) 1296 13.96 3.5 Core 25 Sq Mm 1 M 1297 13.97 3.5 Core 35 Sq Mm 1 M 1298 13.98 3.5 Core 50 Sq Mm 1 M 1299 13.99 3.5 Core 70 Sq Mm 1 M 1300 14 3.5 Core 95 Sq Mm 1 M 1301 14.01 3.5 Core 120 Sq Mm 1 M 1302 14.02 3.5 Core 150 Sq Mm 1 M 1303 14.03 3.5 Core 185 Sq Mm 1 M 1304 14.04 3.5 Core 240 Sq Mm 1 M 1305 14.05 3.5 Core 300 Sq Mm 1 M 1306 14.06 3.5 Core 400 Sq Mm 1 M 1307 14.07 Ht Aluminium Three Core 3.3 Kve Cable Xlpe Insulated 1308 14.08 Supplying Ht Aluminium Three Core Cable Xlpe Insulated , Insulation Screened With Extruded Semi Conducting Compound In Combination With Copper Tape ( 0.3 Ka For 1 Sec. ) Cores Laidup Inner Sheath Of Pvc Tape , Galvanised Steel Flat Strip Armoured, And Overall Pvc Sheathed Cable Conforming To Is :7098 / Ii / 85 With Latest Amendments ( Is :7098 / Ii / 85 ) 1309 14.09 3 Core 35 Sq Mm 1 M 1310 14.1 3 Core 50 Sq Mm 1 M 1311 14.11 3 Core 70 Sq Mm 1 M 1312 14.12 3 Core 95 Sq Mm 1 M 1313 14.13 3 Core 120 Sq Mm 1 M 1314 14.14 3 Core150sq Mm 1 M 1315 14.15 3 Core 185 Sq Mm 1 M 1316 14.16 3 Core 240Sq Mm 1 M 1317 14.17 3 Core 300 Sq Mm 1 M 1318 14.18 3 Core 400 Sq Mm 1 M 1319 14.19 Ht Aluminium Three Core 6.6 Kv ( Ue ) / 11Kv E Cable Xlpe Insulated 1320 14.2 Supplying Ht Aluminium Three Core Cable Xlpe Insulated , Insulation Screened With Extruded Semi Conducting Compound In Combination With Copper Tape ( 0.3 Ka For 1 Sec. ) Cores Laidup Inner Sheath Of Pvc Tape , Galvanised Steel Flat Strip Armoured, And Overall Pvc Sheathed Cable Conforming To Is :7098 / Ii / 85 With Latest Amendments ( Is :7098 / Ii / 85 ) 1321 14.21 3 Core 35 Sq Mm 1 M 1322 14.22 3 Core 50 Sq Mm 1 M 1323 14.23 3 Core 70 Sq Mm 1 M 1324 14.24 3 Core 95 Sq Mm 1 M 1325 14.25 3 Core 120 Sq Mm 1 M 1326 14.26 3 Core150sq Mm 1 M 1327 14.27 3 Core 185 Sq Mm 1 M 1328 14.28 3 Core 240Sq Mm 1 M 1329 14.29 3 Core 300 Sq Mm 1 M 1330 14.3 3 Core 400 Sq Mm 1 M 1331 14.31 Ht Aluminium Three Core 11Kv ( Ue ) Cable Xlpe Insulated 1332 14.32 Supplying Ht Aluminium Three Core Cable Xlpe Insulated , Insulation Screened With Extruded Semi Conducting Compound In Combination With Copper Tape ( 0.3 Ka For 1 Sec. ) Cores Laidup Inner Sheath Of Pvc Tape , Galvanised Steel Flat Strip Armoured, And Overall Pvc Sheathed Cable Conforming To Is :7098 / Ii / 85 With Latest Amendments 1333 14.33 3 Core 35 Sq Mm 1 M 1334 14.34 3 Core 50 Sq Mm 1 M 1335 14.35 3 Core 70 Sq Mm 1 M 1336 14.36 3 Core 95 Sq Mm 1 M 1337 14.37 3 Core 120 Sq Mm 1 M 1338 14.38 3 Core150sq Mm 1 M 1339 14.39 3 Core 185 Sq Mm 1 M 1340 14.4 3 Core 240Sq Mm 1 M 1341 14.41 3 Core 300 Sq Mm 1 M 1342 14.42 3 Core 400 Sq Mm 1 M 1343 14.43 Aluminium Conductor Three Core, Xlpe / Pvc Insulated & Unarmoured Cable . 1344 14.44 Supplying Xlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Aluminium Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1345 14.45 3 Core 4 Sq Mm 1 M 1346 14.46 3 Core 6 Sq Mm 1 M 1347 14.47 3 Core 10 Sq Mm 1 M 1348 14.48 3 Core 16 Sq Mm 1 M 1349 14.49 3 Core 25 Sq Mm 1 M 1350 14.5 3 Core 35 Sq Mm 1 M 1351 14.51 3 Core 50 Sq Mm 1 M 1352 14.52 3 Core 70 Sq Mm 1 M 1353 14.53 3 Core 95 Sq Mm 1 M 1354 14.54 3 Core 120 Sq Mm 1 M 1355 14.55 3 Core 150 Sq Mm 1 M 1356 14.56 3 Core 185 Sq Mm 1 M 1357 14.57 3 Core 240 Sq Mm 1 M 1358 14.58 3 Core 300 Sq Mm 1 M 1359 14.59 3 Core 400 Sq Mm 1 M 1360 14.6 Copper Cable 1361 14.61 Cable 1362 14.62 Copper Conductor 3.5 Core, Xlpe / Pvc Insulated & Armoured Cable . 1363 14.63 Supplying Xlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark 3.5 Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1364 14.64 3 Core 1.5 Sq Mm 1 M 1365 14.65 3 Core 2.5 Sq Mm 1 M 1366 14.66 3 Core 4 Sq Mm 1 M 1367 14.67 3 Core 6 Sq Mm 1 M 1368 14.68 3 Core 10 Sq Mm 1 M 1369 14.69 3 Core 16 Sq Mm 1 M 1370 14.7 3 Core 25 Sq Mm 1 M 1371 14.71 3 Core 35 Sq Mm 1 M 1372 14.72 Copper Conductor 3.5 Core, Xlpe / Pvc Insulated & Armoured Cable . 1373 14.73 Supplying Xlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark 3.5 Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1374 14.74 3.5 Core 1.5 Sq Mm 1 M 1375 14.75 3.5 Core 2.5 Sq Mm 1 M 1376 14.76 3.5 Core 4 Sq Mm 1 M 1377 14.77 3.5 Core 6 Sq Mm 1 M 1378 14.78 3.5 Core 10 Sq Mm 1 M 1379 14.79 3.5 Core 16 Sq Mm 1 M 1380 14.8 3.5 Core 25 Sq Mm 1 M 1381 14.81 3.5 Core 35 Sq Mm 1 M 1382 14.82 3.5 Core 50 Sq Mm 1 M 1383 14.83 3 .5 Core 70 Sq Mm 1 M 1384 14.84 3.5 Core 95 Sq Mm 1 M 1385 14.85 3.5 Core 120 Sq Mm 1 M 1386 14.86 3 .5 Core150sq Mm 1 M 1387 14.87 3.5 Core 185 Sq Mm 1 M 1388 14.88 3.5 Core 240Sq Mm 1 M 1389 14.89 3.5 Core 300 Sq Mm 1 M 1390 14.9 3.5 Core 400 Sq Mm 1 M 1391 14.91 Copper Conductor 3.5 Core Xlpe / Pvc Unarmoured 1392 14.92 Supplying Xlpe / Pvc Insulated, Unarmoured Cable 1100 V Grade With Isi Mark 3.5 Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1393 14.93 3.5 Core 25 Sq Mm 1 M 1394 14.94 3.5 Core 35 Sq Mm 1 M 1395 14.95 3.5 Core 50 Sq Mm 1 M 1396 14.96 3.5 Core 70 Sq Mm 1 M 1397 14.97 3.5 Core 95 Sq Mm 1 M 1398 14.98 3.5 Core 120 Sq Mm 1 M 1399 14.99 3.5 Core150sq Mm 1 M 1400 15 3.5 Core 185 Sq Mm 1 M 1401 15.01 3.5 Core 240Sq Mm 1 M 1402 15.02 3.5 Core 300 Sq Mm 1 M 1403 15.03 3.5 Core 400 Sq Mm 1 M 1404 15.04 Copper Conductor Three Core, Xlpe / Pvc Insulated & Armoured Cable . 1405 15.05 Supplying Xlpe / Pvc Insulated, Armoured Cable 1100 V Grade With Isi Mark Three Core, Solid / Stranded Copper Conductor With 6 Mm Thick 25 Mm Width M.S. Spacer With G.I. Earth Wire 6 Sq Mm, Complete In An Approved Manner. 1406 15.06 3 Core 1.5 Sq Mm 1 M 1407 15.07 3 Core 2.5 Sq Mm 1 M 1408 15.08 3 Core 4 Sq Mm 1 M 1409 15.09 3 Core 6 Sq Mm 1 M 1410 15.1 3 Core 10 Sq Mm 1 M 1411 15.11 3 Core 16 Sq Mm 1 M 1412 15.12 3 Core 25 Sq Mm 1 M 1413 15.13 3 Core 35 Sq Mm 1 M 1414 15.14 3 Core 50 Sq Mm 1 M 1415 15.15 3 Core 70 Sq Mm 1 M 1416 15.16 3 Core 95 Sq Mm 1 M 1417 15.17 3 Core 120 Sq Mm 1 M 1418 15.18 3 Core 150Sq Mm 1 M 1419 15.19 3Core 185 Sq Mm 1 M 1420 15.2 3 Core 240 Sq Mm 1 M 1421 15.21 3 Core 300 Sq Mm 1 M 1422 15.22 3 Core 400 Sq Mm 1 M 1423 15.23 Foot Valve 1424 15.24 Foot Valve 1425 15.25 Supplying C.I. Foot Valve Having Single Leather Flap And Gunmetal Seating. Valve Shall Be Fixed On Suction Side Of Pump As Per Requirement Including Jointing Material And Hardware. 1426 15.26 Flanged Type 1427 15.27 50 Mm 1 Each 1428 15.28 65 Mm 1 Each 1429 15.29 80 Mm 1 Each 1430 15.3 100 Mm 1 Each 1431 15.31 125 Mm 1 Each 1432 15.32 150 Mm 1 Each 1433 15.33 Air Circuit Breaker 1434 15.34 Acb Breaking Capacity 50Ka Thermal Magnetic Manual Draw Out Type 3 Pole 1435 15.35 630A 1 Each 1436 15.36 800A 1 Each 1437 15.37 1000A 1 Each 1438 15.38 1250A 1 Each 1439 15.39 1600A 1 Each 1440 15.4 2000A 1 Each 1441 15.41 Starter 1442 15.42 D.O.L. Starter With Ss Enclosure With 380 / 415 Volt Coil 1443 15.43 7.5 H.P. 1 Each 1444 15.44 10 H.P. 1 Each 1445 15.45 Supplying Fully Automatic Star Delta Starter To Operate Induction Motor Working On 415V, 3Phase, 50 Hz With No Volt Coil, Over Load Element, On-Off Push Buttons, With Necessary Materials And Connected To Supply, Etc Complete Starter With Original Sheet Steel Encloser 1446 15.46 F.A.S.D Starter 1447 15.47 10.0 H.P. 1 Each 1448 15.48 15 H.P. 1 Each 1449 15.49 20 H.P. 1 Each 1450 15.5 25 H.P. 1 Each 1451 15.51 35 H.P. 1 Each 1452 15.52 40 Hp 1 Each 1453 15.53 50 Hp 1 Each 1454 15.54 75 H.P. 1 Each 1455 15.55 100 H.P. 1 Each 1456 15.56 125 H.P. 1 Each 1457 15.57 150 H.P. 1 Each 1458 15.58 250 H.P. 1 Each 1459 15.59 Servo Controlled Automatic Voltage Stabilizer 1460 15.6 Providing, Erecting Servo Controlled Automatic Voltage Stabiliser Suitable For Out Put Voltage Of 415 Volt + / -1%, 3 Ph, 50 Hz, With Copper Wound Transformer ( Air / Oil Cooled ) As Mentioned Below. The Stabilizer Shall Function Satisfactorily Even If Incoming Supply Is Unbalanced Between Phases Within Range Of 10%. The Stabilizer Should Be Constructed In Cubical Box, With Bidirectional Wheels For Easy Handling, Necessary Monitors And Users Controls On Front Panel Such As Indication, Alarm, Volt Meter And Selector Switch For Measuring Input And Out Put Voltage, Auto / Manual Selector Switch, Raise / Low Push Buttons Etc. Suitable Capacity Termination Strips And Bus Bars For Incoming And Out Going Cable Should Be Provided. All Three Phases Shall Be Independently Monitored And Corrected. Following Protections And Indications Shall Be Incorporated N?? Over Voltage / Under Voltage N?? Single Phasing N?? Cut Off Contactor With Electronic Output Sensing Unit 1461 15.61 Servo Controlled Automatic Voltage Stabiliser ( Out Put 415 + / -1% ) Input 150 To 450 Volt 1462 15.62 20 Kva Air Cooled 1463 15.63 25 Kva Air Cooled 1464 15.64 30 Kva Air Cooled 1465 15.65 40 Kva Air Cooled 1466 15.66 50 Kva Oil Cooled 1467 15.67 60 Kva Oil Cooled 1468 15.68 75 Kva Oil Cooled 1469 15.69 100 Kva Oil Cooled 1470 15.7 125 Kva Oil Cooled 1471 15.71 Servo Controlled Automatic Voltage Stabiliser ( Out Put 415 + / -1% ) Input 280 To 460 Volt 1472 15.72 15 Kva Air Cooled 1 Each 1473 15.73 20 Kva Air Cooled 1 Each 1474 15.74 25 Kva Air Cooled 1 Each 1475 15.75 30 Kva Air Cooled 1 Each 1476 15.76 40 Kva Air Cooled 1 Each 1477 15.77 50Kva Air Cooled 1 Each 1478 15.78 60 Kva Oil Cooled 1 Each 1479 15.79 75Kva Oil Cooled 1 Each 1480 15.8 100 Kva Oil Cooled 1 Each 1481 15.81 125 Kva Oil Cooled 1 Each 1482 15.82 150 Kva Oil Cooled 1 Each 1483 15.83 200Kva Oil Cooled 1 Each 1484 15.84 250Kva Oil Cooled 1 Each 1485 15.85 300 Kva Oil Cooled 1 Each 1486 15.86 400 Kva Oil Cooled 1 Each 1487 15.87 Termination Kit 1488 15.88 Providing And Errecting In-Door Type Termination Kit, For 3.3Kv / 6.6 Kv / 11Kv / 22Kv / 33Kv Xlpe Screened 3 Core Cable 1489 15.89 In-Door Termination Kit For 3.3Kv ( E / Ue ) / 6.6 Kv ( E ) Xlpe 3 Core Cable 1490 15.9 25-50 Mm2 1 Each 1491 15.91 70-120 Mm2 1 Each 1492 15.92 150-185 Mm2 1 Each 1493 15.93 240-400 Mm2 1 Each 1494 15.94 Out-Door Termination Kit For 3.3 ( E / Ue ) / 6.6 Kv ( E ) Xlpe 3 Core Cable 1495 15.95 25-50 Mm2 1 Each 1496 15.96 70-120 Mm2 1 Each 1497 15.97 150-185 Mm2 1 Each 1498 15.98 240-400 Mm2 1 Each 1499 15.99 Straight Through Joint For 3.3Kv ( E / Ue ) / 6.6 Kv ( E ) Xlpe 3 Core Cable 1500 16 25-50 Mm2 1 Each 1501 16.01 70-120 Mm2 1 Each 1502 16.02 150-185 Mm2 1 Each 1503 16.03 240-300 Mm2 1 Each 1504 16.04 In Door Termination Kit For 11Kv ( E ) Xlpe Screened 3 Core Cable 1505 16.05 25-50 Mm2 1 Each 1506 16.06 70-120 Mm2 1 Each 1507 16.07 150-185 Mm2 1 Each 1508 16.08 240-400 Mm2 1 Each 1509 16.09 Out Door Termination Kit For 11Kv ( E ) Xlpe Screened 3 Core Cable 1510 16.1 25-50 Mm2 1 Each 1511 16.11 70-120 Mm2 1 Each 1512 16.12 150-185 Mm2 1 Each 1513 16.13 240-400 Mm2 1 Each 1514 16.14 Straight Through Joint For 11 Kv ( E ) Xlpe Screened 3 Core Cable 1515 16.15 25-50 Mm2 1 Each 1516 16.16 70-120 Mm2 1 Each 1517 16.17 150-185 Mm2 1 Each 1518 16.18 240-300 Mm2 1 Each 1519 16.19 In Door Termination Kit For 22Kv ( E ) Xlpe Screened 3 Core Cable 1520 16.2 25-50 Mm2 1 Each 1521 16.21 70-120 Mm2 1 Each 1522 16.22 150-185 Mm2 1 Each 1523 16.23 240-400 Mm2 1 Each 1524 16.24 Out Door Termination Kit For 22Kv ( E ) Xlpe Screened 3 Core Cable 1525 16.25 25-50 Mm2 1 Each 1526 16.26 70-120 Mm2 1 Each 1527 16.27 150-185 Mm2 1 Each 1528 16.28 240-400 Mm2 1 Each 1529 16.29 Straight Through Joint For 22 Kv ( E ) Xlpe Screened 3 Core Cable 1530 16.3 25-50 Mm2 1 Each 1531 16.31 70-95 Mm2 1 Each 1532 16.32 120-150 Mm2 1 Each 1533 16.33 185-240 Mm2 1 Each 1534 16.34 300-400 Mm2 1 Each 1535 16.35 In Door Termination Kit For 33Kv ( E ) Xlpe Screened 3 Core Cable 1536 16.36 25-50 Mm2 1 Each 1537 16.37 70-95 Mm2 1 Each 1538 16.38 120-185 Mm2 1 Each 1539 16.39 240-400 Mm2 1 Each 1540 16.4 Out Door Termination Kit For 33 Kv ( E ) Xlpe Screened 3 Core Cable 1541 16.41 25-50 Mm2 1 Each 1542 16.42 70-95 Mm2 1 Each 1543 16.43 120-185 Mm2 1 Each 1544 16.44 240-400 Mm2 1 Each 1545 16.45 Straight Through Joint For 33 Kv ( E ) Xlpe Screened 3 Core Cable 1546 16.46 35-70 Mm2 1 Each 1547 16.47 95-150 Mm2 1 Each 1548 16.48 185-300 Mm2 1 Each 1549 16.49 400 Mm2 1 Each
