Government Of Jharkhand Through Its Public Works Department ( Pwd ) Is Engaged In Framing / Revision Of Schedule Of Rates And As Part Of This Endeavor Quotations Through E-Tender Are Invited For Hire Charges Of Plant And Machines Annexed As Annexu, ranchi-Jharkhand

Government Of Jharkhand Through Its Public Works Department ( Pwd ) Is Engaged In Framing / Revision Of Schedule Of Rates And As Part Of This Endeavor Quotations Through E-Tender Are Invited For Hire Charges Of Plant And Machines Annexed As Annexure-1 - 1 Polytene Water Storage Tank Of Mark ( E.G. Sintex / Sinter / Himgiri / Gangotietc ) With Cover And Locking System 2 Hdpe Pipe 75Mm Dia 3 Hdpe Pipe 90Mm Dia 4 Gi Pipe 50Mm Dia ( Tata Or Equivalent Make ) 5 Jute 6 G.M. Ferrules 7 ( I ) 8 Mm Dia Wt. Not Less Than 400 Gms 8 ( Ii ) 10 Mm Dia Wt. Not Less Than 400 Gms 9 ( Iii ) 15 Mm Dia Wt. Not Less Than 400 Gms 10 ( Iv ) 20 Mm Dia Wt. Not Less Than 600 Gms 11 ( V ) 25 Mm Dia Wt. Not Less Than 900 Gms 12 Stop Cocks 13 ( I ) 15 Mm Brass Stop Cock Wt. Not Less Than 300 Gms 14 ( Ii ) 20 Mm Brass Stop Cock Wt. Not Less Than 400 Gms 15 ( Iii ) 25 Mm Brass Stop Cock Wt. Not Less Than 575 Gms 16 ( Iv ) 32 Mm Brass Stop Cock Wt. Not Less Than 850 Gms 17 ( V ) 40 Mm Brass Stop Cock Wt. Not Less Than 1.15 Kg 18 ( Vi ) 50 Mm Brass Stop Cock Wt. Not Less Than 2.15 Kg 19 ( Vii ) 15 Mm Dia C.I. Body Brass Working Part Stop Cock. 20 ( Viii ) 20 Mm Dia C.I. Body Brass Working Part Stop Cock. 21 ( Ix ) 25 Mm Dia C.I. Body Brass Working Part Stop Cock. 22 G.M. Full Way Valve 23 ( I ) 15 Mm Dia Wt. Not Less Than 300 Gms Without Wheel 24 ( Ii ) 20 Mm Dia Wt. Not Less Than 400 Gms Without Wheel 25 ( Iii ) 25 Mm Dia Wt. Not Less Than 500 Gms Without Wheel 26 ( Iv ) 32 Mm Dia Wt. Not Less Than 700 Gms Without Wheel 27 ( V ) 40 Mm Dia Wt. Not Less Than 1.0 Kg Without Wheel 28 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.4 Kg Without Wheel 29 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.8 Kg Without Wheel 30 ( Viii ) 80 Mm Dia Wt. Not Less Than 2.5 Kg Without Wheel 31 G.M. Non Return Valve Verticle 32 ( I ) 15 Mm Dia Wt. Not Less Than 150 Gms 33 ( Ii ) 20 Mm Dia Wt. Not Less Than 250 Gms 34 ( Iii ) 25 Mm Dia Wt. Not Less Than 375 Gms 35 ( Iv ) 32 Mm Dia Wt. Not Less Than 600 Gms 36 ( V ) 40 Mm Dia Wt. Not Less Than 700 Gms 37 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.0 Kg 38 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.20 Kg 39 ( Viii ) 80 Mm Dia Wt. Not Less Than 1.50 Kg 40 ( Ix ) 100 Mm Dia Wt. Not Less Than 1.80 Kg 41 G.M. Non Return Valve Horizontal 42 ( I ) 15 Mm Dia Wt. Not Less Than 150 Gms 43 ( Ii ) 20 Mm Dia Wt. Not Less Than 250 Gms 44 ( Iii ) 25 Mm Dia Wt. Not Less Than 375 Gms 45 ( Iv ) 32 Mm Dia Wt. Not Less Than 600 Gms 46 ( V ) 40 Mm Dia Wt. Not Less Than 700 Gms 47 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.0 Kg 48 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.20 Kg 49 ( Viii ) 80 Mm Dia Wt. Not Less Than 1.50 Kg 50 ( Ix ) 100 Mm Dia Wt. Not Less Than 1.80 Kg 51 Cocks 52 ( I ) 15 Mm Dia G.M. Bib Cock Wt. Not Less Than 300 Gms 53 ( Ii ) 15 Mm Dia Brass Bib Cock Wt. Not Less Than 400 Gms 54 ( Iii ) 15 Mm Dia C.I. Bib Cock Wt. Not Less Than 400 Gms 55 ( Iv ) 15 Mm Dia C.I. Body Brass Working Part Spray Painted Bib Cock Wt. Not Less Than 400 Gms 56 ( V ) 15 Mm Dia C.I. Brass Pillar Cock Cock Wt. Not Less Than 400 Gms 57 ( Vi ) 15 Mm C.I. Plug Cock Ordinary 58 ( Vii ) 15 Mm C.I. Push Cock Ordinary 59 Chromium Plated Brass Fittings 60 ( I ) C.P. Shower Rose 100 Mm Dia 61 ( Ii ) C.P. Shower Rose 125 Mm Dia 62 ( Iii ) P.V.C. Shower Rose 150 Mm Dia 63 ( Iv ) P.V.C Shower Rose 125 Mm Dia 64 Connection Pipe 65 ( I ) 15 Mm Dia X 30 Cm. Long Lead Connection Pipe With Brass Fittings. 66 ( Ii ) 15 Mm Dia X 45 Cm. Long Lead Connection Pipe With Brass Fittings. 67 ( Iii ) 15 Mm Dia X 30 Cm. Long Pvc Connection Pipe With Brass Fittings. 68 ( Iv ) 15 Mm Dia X 45 Cm. Long Pvc Connection Pipe Withbrass Fittings. 69 G.I. Fittings ( Conforming To I.S. - 1879 ) Isi Marked 70 [ A ] G.I. Bend 71 ( I ) 15 Mm 72 ( Ii ) 20 Mm 73 ( Iii ) 25 Mm 74 ( Iv ) 32 Mm 75 ( V ) 40 Mm 76 ( Vi ) 50 Mm 77 ( Vii ) 65 Mm 78 ( Viii ) 80 Mm 79 ( Ix ) 100 Mm 80 ( X ) 125 Mm 81 ( Xi ) 150 Mm 82 [ B ] Elbow Of The Following Sizes 83 ( I ) 15 Mm 84 ( Ii ) 20 Mm 85 ( Iii ) 25 Mm 86 ( Iv ) 32 Mm 87 ( V ) 40 Mm 88 ( Vi ) 50 Mm 89 ( Vii ) 65 Mm 90 ( Viii ) 80 Mm 91 ( Ix ) 100 Mm 92 ( X ) 125 Mm 93 ( Xi ) 150 Mm 94 [ C ] Tee Plain Of The Following Sizes 95 ( I ) 15 Mm 96 ( Ii ) 20 Mm 97 ( Iii ) 25 Mm 98 ( Iv ) 32 Mm 99 ( V ) 40 Mm 100 ( Vi ) 50 Mm 101 ( Vii ) 65 Mm 102 ( Viii ) 80 Mm 103 ( Ix ) 100 Mm 104 ( X ) 125 Mm 105 ( Xi ) 150 Mm 106 [ D ] Reducing Tee Plain Of The Following Sizes ( Taking Larger Dimension ) 107 ( I ) 20 Mm 108 ( Ii ) 25 Mm 109 ( Iii ) 32 Mm 110 ( Iv ) 40 Mm 111 ( V ) 50 Mm 112 ( Vi ) 65 Mm 113 ( Vii ) 80 Mm 114 ( Viii ) 100 Mm 115 ( Ix ) 125 Mm 116 ( X ) 150 Mm 117 [ E ] Socket Plain Of The Following Size ( Taking Larger Dimension ) 118 ( I ) 15 Mm 119 ( Ii ) 20 Mm 120 ( Iii ) 25 Mm 121 ( Iv ) 32 Mm 122 ( V ) 40 Mm 123 ( Vi ) 50 Mm 124 ( Vii ) 65 Mm 125 ( Viii ) 80 Mm 126 ( Ix ) 100 Mm 127 ( X ) 125 Mm 128 ( Xi ) 150 Mm 129 [ F ] Reducing Socket Plain Of The Following Sizes ( Taking Larger Dimension ) 130 ( I ) 20 Mm 131 ( Ii ) 25 Mm 132 ( Iii ) 32 Mm 133 ( Iv ) 40 Mm 134 ( V ) 50 Mm 135 ( Vi ) 65 Mm 136 ( Vii ) 80 Mm 137 ( Viii ) 100 Mm 138 ( Ix ) 125 Mm 139 ( X ) 150 Mm 140 [ G ] Union Socket Of The Following Sizes 141 ( I ) 15 Mm 142 ( Ii ) 20 Mm 143 ( Iii ) 25 Mm 144 ( Iv ) 32 Mm 145 ( V ) 40 Mm 146 ( Vi ) 50 Mm 147 ( Vii ) 65 Mm 148 ( Viii ) 80 Mm 149 ( Ix ) 100 Mm 150 ( X ) 125 Mm 151 ( Xi ) 150 Mm 152 [ H ] Plugs Of The Following Sizes 153 ( I ) 15 Mm 154 ( Ii ) 20 Mm 155 ( Iii ) 25 Mm 156 ( Iv ) 32 Mm 157 ( V ) 40 Mm 158 ( Vi ) 50 Mm 159 ( Vii ) 65 Mm 160 ( Viii ) 80 Mm 161 ( Ix ) 100 Mm 162 ( X ) 125 Mm 163 ( Xi ) 150 Mm 164 [ I ] Jam Nuts Of The Following Sizes 165 ( I ) 15 Mm 166 ( Ii ) 20 Mm 167 ( Iii ) 25 Mm 168 ( Iv ) 32 Mm 169 ( V ) 40 Mm 170 ( Vi ) 50 Mm 171 ( Vii ) 65 Mm 172 ( Viii ) 80 Mm 173 ( Ix ) 100 Mm 174 ( X ) 125 Mm 175 ( Xi ) 150 Mm 176 [ J ] G.I. Nipple Of The Following Sizes 177 ( I ) 15 Mm Dia X 100 Mm Long 178 ( Ii ) 20 Mm Dia X 100 Mm Long 179 ( Iii ) 25 Mm Dia X 100 Mm Long 180 ( Iv ) 32Mm Dia X 100 Mm Long 181 ( V ) 40 Mm Dia X 100 Mm Long 182 ( Vi ) 50 Mm Dia X 100 Mm Long 183 ( Vii ) 65 Mm Dia X 100 Mm Long 184 ( Viii ) 80 Mm Dia X 100 Mm Long 185 ( Ix ) 100 Mm Dia X 100 Mm Long 186 [ K ] G.I. Pipes Midium ( Tata Mark ) Or Equivalent 187 ( I ) 15 Mm Dia 188 ( Ii ) 20 Mm Dia 189 ( Iii ) 25 Mm Dia 190 ( Iv ) 32 Mm Dia 191 ( V ) 40 Mm Dia 192 ( Vi ) 65 Mm Dia 193 Mirrors 194 ( A ) Mirror Of 6 Mm Thick Plain Glass 600 Mm X 450 Mm Beveled Edge Mirror Includingc.P. Brass Revolving Fittings 3 Mm Plywood Boardand C.P. Hinges Etc.To Fix The Mirror 195 ( B ) -Do- 450 Mm X 300 Mm -Do- 196 ( A ) Glass Shelf 600 Mm X 125 Mm With C.P. Brass Rail 197 ( B ) -Do- 450 Mm X 125 Mm -Do- 198 ( A ) C.P. Brass Towel Rail 20 Mm X 600 Mm With Bracket All Complete 199 ( B ) Anodized Aluminum 20 Mm X 600 Mm Towel Rail Complete With Brackets 200 C.P. Brass Soap Dish Medium Quality With Screw Andhinges Etc. 201 C.P. Liquid Soap Solution Holder 202 Vitreous White Glazed Indian Water Closet Of Hindustan / Parry Ware / Cera / Naycer Or Anyotherequivalent Make 203 ( A ) 580 Mm Long 204 ( B ) 510 Mm Long 205 ( C ) 450 Mm Long 206 ( D ) 510 Mm Long White Glazed Fiber I.W.C 207 Pair Of Vetreous White Glazed Foot Rest Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 208 15 Liters Capacity Pull And Let Go High Level C.I. Cistern Complete With Ball Cock And A Pair Of Bracket 209 ( A ) 12.5 Liters Lowdown C.I. Cistern 210 ( B ) 10.0 Liters Capacity P.V.C. Low Design Cistern 211 ( A ) White Glazed Vitreous E.W.C With P Trap Orany Other Equivalent Make 212 ( B ) E.W.C With S Trap 400 Mm High Of Hindustan / Parry Ware / Cera / Naycear Or Any Other Equivalent Make 213 ( C ) Black / White Plastic Seat For E.W.C -Do- As Above. 214 ( A ) White Glazed Vitreous Earthen Were Urinal Flat Back Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 600 Mm X 350 Mm Size 215 ( B ) -Do- Squatting Small 450 Mm X 350 Mm 216 ( C ) -Do- Squatting Large 600 Mm X 350 Mm 217 ( D ) White Glazed Vitreous Earthen Ware Urinal Standing Corner Size 600 Mm X 350 Mm Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 218 ( E ) Partition Plate For Urinal 25 X 13 Size 219 ( F ) 5 Liters C.I. Automatic Cistern With All P.V.C Fittings 220 White Glazed Vitreous Wash Hand Basin 550 Mm X 400Mm Size Of Hindustan / Parryware / Cera / Naycer Or Any Otherequivalent Make 221 White Glazed Vitreous Earthen Ware Kitchensinks Of Hindustan / Parryware / Cera / Nayceror Any Other Equivalent Make 222 ( A ) Kitchen Sink 600 Mm X 450 Mm X 200 Mm ( 24 X 18 X 8 ) 223 ( B ) Kitchen Sink 600 Mm X 450 Mm X 250 Mm ( 24 X 18 X 10 ) 224 ( C ) Lab Sink 450 Mm X 300 Mm X 150 Mm ( 18 X 12 X 6 ) 225 ( D ) Lab Sink 300 Mm X 250 Mm X 150 Mm ( 12 X 10 X 6 ) 226 Drain Board 227 ( A ) 600 Mm X 450 Mm ( 24 X 18 ) 228 ( B ) 525 Mm X 450 Mm ( 21 X 18 ) 229 H.C.I. Pipes 230 ( A ) 50 Mm Dia Single Socket 6-0 ( With Ear Weight 13 Kg ) 231 ( B ) 80 Mm Dia Single Socket 6-0 ( With Ear Weight 18 Kg ) 232 ( C ) 100 Mm Dia Single Socket 6-0 ( With Ear Weight 23 Kg ) 233 ( D ) 150 Mm Dia Single Socket 6-0 ( With Ear Weight 30 Kg ) 234 ( E ) 50 Mm Dia Double Socket 6-0 ( With Ear Weight 14 Kg ) 235 ( F ) 80 Mm Dia Double Socket 6-0 ( With Ear Weight 19 Kg ) 236 ( G ) 100 Mm Dia Double Socket 6-0 ( With Ear Weight 25 Kg ) 237 ( H ) 150 Mm Dia Double Socket 6-0 ( With Ear Weight 13 Kg ) 238 ( I ) 50 Mm Dia Single Socket 3-0 ( With Ear Weight 7.25 Kg ) 239 ( J ) 80 Mm Dia Single Socket 3-0 ( With Ear Weight 10.5 Kg ) 240 ( K ) 100 Mm Dia Single Socket 3-0 ( With Ear Weight 13.75 Kg ) 241 ( L ) 150 Mm Dia Single Socket 3-0 With Ear 242 ( M ) 50 Mm Dia Single Socket 2-0 ( With Ear Weight 5.35 Kg ) 243 ( N ) 80 Mm Dia Single Socket2-0 ( With Ear Weight 8.00 Kg ) 244 ( O ) 100 Mm Dia Single Socket 2-0 ( With Ear Weight 10.10 Kg ) 245 ( P ) 150 Mm Dia Single Socket 2-0 With Ear 246 ( Q ) 50 Mm Dia Single Socket 1-0 ( With Ear Weight 3.4 Kg ) 247 ( R ) 80 Mm Dia Single Socket 1-0 ( With Ear Weight 5.50 Kg ) 248 ( S ) 100 Mm Dia Single Socket 1-0 ( With Ear Weight 7.60 Kg ) 249 ( T ) 150 Mm Dia Single Socket 250 H.C.I. Fittings. 251 ( I ) Plain Bend Of Following Size 252 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.75 Kg ) 253 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.5 Kg ) 254 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 255 ( D ) 150 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 256 ( Ii ) Bend With Door With Following Size 257 ( A ) 50 Mm Dia ( Wight Without Ear And Socket 2.75 Kg ) 258 ( B ) 80 Mm Dia ( Wight Without Ear And Socket 4.00 Kg ) 259 ( C ) 100 Mm Dia -Do- 5.5 Kg 260 ( D ) 150 Mm Dia -Do- 261 ( Iii ) Single Junction With Door Of Followings Sizes. 262 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 3.75 Kg ) 263 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 6.50 Kg ) 264 ( C ) 100 Mm Dia -Do- 9.50 Kg 265 ( D ) 150 Mm Dia -Do- 266 ( Iv ) Double Junction With Door Of Following Sizes. 267 ( A ) 50 Mm Dia -Do- 4.5 Kg 268 ( B ) 80 Mm Dia -Do- 7.00 Kg 269 ( C ) 100 Mm Dia -Do- 13.00 Kg 270 ( D ) 150 Mm Dia -Do- 271 ( V ) Heel Rest Bend Of Following Sizes 272 ( A ) 50 Mm Dia 273 ( B ) 80 Mm Dia 274 ( C ) 100 Mm Dia 275 ( D ) 150 Mm Dia 276 ( Vi ) Cowel Of Following Sizes 277 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.25 Kg ) 278 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 279 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 280 ( D ) 150 Mm Dia -Do- 281 ( Vii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.5 Kg 282 ( Viii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.8 Kg 283 ( Ix ) 100 Mm X 80 Mm Floor Trap ( Weight Without Ear And Socket ) 4.00 Kg 284 ( X ) Pass Over 50 Mm X 150 Mm For 50 Mm Projection 285 ( Xi ) -Do- 100 Mm X 150 Mm For 100 Mm Projection 286 ( Xii ) Inverted Junction Single 100 Mm X 50 ( Weight Without Ear And Socket ) 9.0 Kg 287 ( Xiii ) Inverted Junction Double 100 Mm X 50 Mm X 50 Mm ( Weight Without Ear And Socket ) 12.0 Kg 288 ( Xiv ) H.C.I. Offset 80 Mm Projection Of The Following Size 289 ( A ) 50 Mm Dia ( Weight Without Ear And Socket ) 2.75 Kg 290 ( B ) 80 Mm Dia -Do- 3.50 Kg 291 ( C ) 100 Mm Dia -Do- 5.00 Kg 292 ( D ) 150 Mm Dia -Do- 293 ( Xv ) H.C.I. Socket Of Following Sizes 294 ( A ) 50 Mm Dia ( Weight Without Ear ) 1.50 Kg 295 ( B ) 80 Mm Dia ( Weight Without Ear ) 3.00 Kg 296 ( C ) 100 Mm Dia ( Weight Without Ear ) 4.50 Kg 297 ( D ) 150 Mm Dia ( Weight Without Ear ) -Do- 298 C.I. Cover With Frame For Manhole And Inspection Chamber 299 ( A ) 600 Mm X 450 Mm Size ( Wt. 39 Kg ) 300 ( B ) 600 Mm X 450 Mm Size ( Wt. 25 Kg ) 301 ( C ) 500 Mm X 450 Mm Size ( Wt. 25 Kg ) 302 C.I. Bracket Pair For W.H.B 303 ( A ) 550 Mm X 400 Mm Size ( 22 X 16 ) 304 ( B ) -Do- For 12.5 Liter Cistern 305 ( C ) -Do- For 600 Mm X 450 Mm ( 24 X 18 ) Sink 306 ( D ) 40 Mm X 60 Mm Ms Plate Bracket For Sink As Above 307 ( A ) 32 Mm ( 1 1 / 4 ) C.P. Brass Waste For W.H.B 308 ( B ) 40 Mm ( 1 1 / 2 ) C.P. Brass Waste For W.H.B For Sink 309 ( C ) 32 Mm ( 1 1 / 4 ) C.P. Waste Of White Metal 310 ( D ) 40 Mm ( 1 1 / 2 ) C.P. Waste Of White Metal 311 ( A ) 32 Mm ( 1 1 / 4 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) Withbrass Union For W H B 312 ( B ) 40 Mm ( 1 1 / 2 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) With Brass Union For W H B 313 32 Mm ( 1 1 / 4 ) P.V.C. Telescopic Flush Pipe With Brass Union For High Level Cistern 314 Rubber Inserttion 3 Mm ( 1 / 8 ) Thick 315 Pig Lead 316 Yarn 317 Rubber Gasket For C.I Pipe Of Good Quality 318 ( A ) 80 Mm 319 ( B ) 100 Mm 320 ( C ) 125 Mm 321 ( D ) 150 Mm 322 ( E ) 200 Mm 323 ( F ) 250 Mm 324 ( G ) 300 Mm 325 ( H ) 350 Mm 326 ( I ) 400 Mm 327 ( J ) 450 Mm 328 ( K ) 500 Mm 329 ( L ) 600 Mm 330 ( M ) 700 Mm 331 ( N ) 750 Mm 332 ( O ) 800 Mm 333 ( P ) 900 Mm 334 ( Q ) 1000 Mm 335 ( R ) 1200 Mm 336 Cotton Waste 337 Asbestos Suta ( Gland Packing ) 338 Solvent Cement 339 Hydrocloric Acid ( Sepecific Gravity 1.20 ) 340 Cp & Pvc Fitting 341 ( I ) 32 Mm Dia C.P. Waste 342 ( Ii ) 32 Mm Dia Pv C Waste Pipe 750 Mm Long With Coupling 343 ( Iii ) 40 Mm Dia C.P. Waste 344 ( Iv 40 Mm Dia Pvc Waste Pipe 750 Mm Long With Coupling 345 ( V 100 Mm Dia Steel Jali 346 ( Vi ) 15 Mm Dia C.P. Nipple With Coupling ( Short Pieces ) 347 ( Vii ) 50 Mm Dia Pvc Pipe With Coupling 348 Special Type Of C.P. Bath Room Fittings For V.I.P.Buildings ( Jal, Jaquar, Marc Or Equivalent Mark ) 349 ( I ) Pillar Cock ( Isi ) 350 ( Ii ) Pillar Cock ( Long Neck ) 351 ( Iii ) Bib Cock ( Isi ) 352 ( Iv ) Bib Cock ( Long Thread ) 353 ( V ) Angular Stop Cock 354 ( Vi ) Angular Stop Cock ( Long Thread ) 355 ( Vii ) Concealed Stop Cock Reduce ( Isi ) 356 ( Viii ) Concealed Stop Cock Heavy-Duty Extra Adjustable Wall Flange 357 ( Ix ) Long Body Bib Cock 358 ( X ) Swan Neck Tap With Left Hand Operating Knob 359 ( Xi ) Central Hole Basin Mixer ( Best Quality ) 360 ( Xii ) Wall Mixer With Telephonic Shower Arrangement 361 ( Xiii ) Wall Mixer With Provision For Over Head Shower With Elbow Coupling And Well Flange 362 ( Xiv ) Wall Mixer 3 In 1 System With Provision For Over Head Shower With Elbow Coupling And Wall Flange 363 ( Xv ) Sink Mixer With Swinging Casted Spout 364 ( Xvi ) Sink Cock With Swinging Casted Spout 365 ( Xvii ) 4 - Way Diverter For Concealed Fittings 366 ( Xviii ) Pressure Adjustable Shower With Revolving Joint 367 ( Xix ) Telephone Shower With Flexible Pipe 368 ( Xx ) Flush Cock With Wall Flange ( 25 Mm ) 369 ( Xxi ) Towel Rail 24 370 ( Xxii ) Towel Ring 371 ( Xxiii ) Soap Dish 372 ( Xxiv ) Tumbler Holder 373 ( Xxv ) Toilet Paper Holder 374 ( Xxvi ) Glass Shelf 22 375 ( Xxvii ) Corner Glass Shelf With Bracket 376 ( Xxviii ) Flush Valve Complete With 32 Mm Size Controlcock & Flange 377 C.I Special & Pvc Pipes 378 1. C.I Double Shocketted Fittings Bend Such As Bend, Tee, Taper, 379 ( A ) 80-200 Mm 380 ( B ) 250-700 Mm 381 ( C ) 700-1000 Mm 382 2. C.I Double Flange Fittings Such As Tee, Taper, Tailpiece, Bend Etc 383 ( A ) 80-200 Mm 384 ( B ) 250-700 Mm 385 ( B ) 250-700 Mm 386 Providing Structural Steel Galvanised Tubular Hollow Section Work In Trusses, Other Similar Trussed Purlins And Members With All Bracing , Gusset Plates Etc As Per Detailed Design And Drawing Or As Directed By Engineer- In-Charge , Including Cutting Fabricating , Hoisting , Erecting And Fixing In Position , Making Riveted / Bolted / Welded Connections And One Coat Of Anticorrosive Paint And Over It Two Coat Of All Oil Painting & For Structure ( Plus ) Providing And Applying Materials &Labour For Hot Dip Galvanizing Of Above Structure Including Transportation For Galvanizing Minimum Thickness 80Microns ( Net Wt. Of Components To Be Galv ) Preferably Tata Structural Section Etc Complete. 387 ( I ) Ms Square Tube 388 75Mmx75mmx4.80Mm Thick For 389 Vertical Column ( Wt.@9.66Kg / M ) 390 4Nosx4.5M=18.00Mx9.66Kgp / M =173.88Kg 391 ( Ii ) Ms Square Tube 392 75Mmx75mmx4.80Mm Thick 393 Support For Top ( Wt.@9.66Kg / M ) 394 12Nosx2.00M=24.0Mx9.66Kgp / M =231.84Kg 395 ( Iii ) Square Tube For Bracing 396 40Mmx40mmx3.20Mm Thick. 397 ( Wt.@3.49Kg / M ) 398 ( A ) For Horizontal Support Beam 399 8Nosx1.85M=14.80Mx3.49Kgp / M =51.65Kg 400 8Nosx2.4M=19.20Mx3.49Kgp / M =67.01Kg 401 ( B ) For Triangular Support Tube. 402 8Nosx0.50M=4.00Mx3.49Kgp / M =13.96Kg 403 ( C ) Square Tube 404 25Mmx25mmx3.20Mm Thick. 405 For Triangular ( Wt.@1.98Kg / M ) 406 8Nosx0.65M=5.20Mx1.98Kgp / M=10.30Kg 407 ( Iv ) For Railing Square Tube 25Mmx25mmx3.20Mm Thick. 408 ( Wt.@1.98Kg / M ) 409 ( A ) Horizontal Beam 410 4X2=8Nosx2.10M=16.80Mx1.98Kg / M=33.26Kg 411 ( B ) Vertical Beam 412 4X4=16Nosx0.55M=8.8Mx1.98Kg / M =17.424Kg 413 ( V ) For Laddersquare Tube 25Mmx25mmx2.50Mm Thick. 414 ( Wt.@1.74Kg / M ) 415 ( A ) Vertical Column 416 2Nosx7m=14.00Mx1.74Kg / M =24.36Kg 417 ( C ) Steps 418 Squaretube25mmx25mmx3.20Thick 419 ( Wt.@1.98Kg / M 420 22Nosx0.45M=9.9Mx1.98Kg / M=19.60Kg 421 ( Vi ) M.S. Plate 10Mm Thick 422 ( Wt.@78.50Kg / Sqm ) 423 ( A ) Base Plate For Column –4X1=4Nos 424 Top & Bottom-------------------=8Nos 425 Total=12Nos 426 12Nosx0.250Mx0.250 =0.75M2 427 0.75M2x78.50Kg / M2=58.875Kg 428 ( B ) Stiffener Plate At Bottom Column 429 Support ( Size-0.225X0.075 ) X10mm Thick 430 1X4x4=16Nosx0.225X0.075=0.27M2 431 =0.27M2x78.50Kg / M2 =21.20Kg 432 ( Vii ) M.S. Plate 6Mm Thick 433 ( Wt.@47.10Kg / Sqm ) 434 ( A ) For Horizontal & Diagonal 435 Beam Connection–4X2=8Nos 436 16X0.25X0.06X0.006X7850=11.30Kg 437 8X0.15X0.04X0.006X7850=2.26Kg 438 ( B ) Stiffener Plate For Top Angular 439 Support 440 16Nosx0.20X0.060X0.006X7850=9.04Kg 441 8X0.15X0.06X0.006X7850=3.39Kg 442 ( Viii ) M.S. Plate 3Mm Thick 443 ( Wt.@15.70Kg / Sqm ) 444 2.1X2.1X0.003X7850 =103.86Kg 445 ( Ix ) Nut Bolt 16Mm Dia Length 450Mm ( Wt.@1.112Kg Each ) 446 16Nosx1.112Kg=17.80Kg 447 ( X ) Nut Bolts Of Various Sizes For Fixing 448 Of Structure ( Lump Sum ) =22.00Kg 449 Total=893.01Kg 450 Weight After Galvanising @ 4% = 928.73Kg 451 Steel Structure For Solor Panel 452 60Mmx60mmx3.2Mm Size Square Tube 453 3.342Mx2.00Nosx5.62Kg / M=37.56Kg 454 2.50Mx2.0Mx 2.0Nos X5.62 Kg / M=28.10 Kg 455 25 X25 X 3.20Mm Size Square Tube 456 2.019M X 8Nos X 1.98 Kg / M =31.98Kg 457 0.50M X 20Nos X 1.98Kg / M = 19.80Kg 458 75 X 75 X 4.8 Mm Size Square Tube 459 2.47 M X 4Nos X 9.66Kg / M = 95.44Kg 460 75 X 40Mm Size Is Lc 461 3.05M X 2 X 2.61Kg / M = 15.92Kg 462 6Mm Thick Ms Plate 463 0.2M X 0.1M X 8Nos X 47.10Kg / M2 = 7.54Kg 464 Nut Bolt 465 L.S.2Kg 466 Total:- 238.34Kg 467 Weight After Galvanising @ 4% = 247.87Kg 468 Grand Total:- 928.73 + 247.87= 1176.60Kg 469 Information Board For Iec 470 Providing Structural Steel Work In Trusses Other Similar Trussed Purlins And Members With Bracing Gusset Plates Etc As Per Detailed Design And Drawing Or As Directed By Engineer- In-Charge Including Cutting Fabricating Hoisting Erecting And Fixing In Position Making Reverted Bolted Welded Connections One Coat Of Anticorrosive Paint And Over It Two Coats Of Oil Painting Etc Complete ( Mjp 2019-2020 Sec F Item 6 ) 471 ( I ) Square Tube 472 25Mmx25mmx3.2Mm Thick 473 ( Wt.@1.98Kg / M ) 474 2Nosx1.50M=3.00M=3.00Mx1.98Kg / M=5.94Kg 475 ( Ii ) Square Tube 476 25Mmx25mmx3.2Mm Thick 477 ( Wt.@1.98Kg / M ) 478 3Nosx1.20M=3.60M=3.60Mx1.98Kg / M=7.13Kg 479 ( Iii ) M.S. Sheet 1Mm Thick. 480 ( Wt.@7.85Kg / M2 ) 481 1Nosx1.50Mx1.20M=1.80M2 482 =1.80M2x7.85Kgp / M2=14.13Kg 483 Total=27.20Kg 484 Providing Structural Steel Galvanisedsqure Pipe Section Work In Trusses, Other Similar Trussed Purlins And Members With All Bracing , Gusset Plates Etc As Per Detailed Design And Drawing Or As Directed By Engineer- In-Charge , Including Cutting Fabricating , Hoisting , Erecting And Fixing In Position , Making Riveted / Bolted / Welded Connections And One Coat Of Anticorrosive Paint And Over It Two Coat Of All Oil Painting & For Structure ( Plus ) Providing And Applying Materials &Labour For Hot Dip Galvanizing Of Above Structure Including Transportation For Galvanizing Minimum Thickness 80Microns ( Net Wt. Of Components To Be Galv ) Preferably Tata Structural Section Etc Complete. 485 ( I ) Leg Pipe-91.5X91.5X4.8Mm Thick ( Square Pipe ) 486 4Nos.X6mx13.7Kg / M=328.80 Kg 487 ( Ii ) Base Plate-300Mmx12mm Thick ( Plate ) 488 4Nos.X0.3Mx28.26Kg / M=33.91Kg 489 ( Iii ) Stiffener-100Mmx10mm Of Thick ( Flat ) 490 32Nosx0.15M.X7.85Kg / M=18.84 Kg 491 ( Iv ) Top Flange-300Mmx10mm Of Thick ( Plate ) 492 4Nos.X0.3Mx23.55Kg / M=28.26 Kg 493 ( V ) Frame Base Plate-300Mmx8mm Of Thick ( Plate ) 494 4Nosx0.3M.X18.84Kg / M=22.61Kg 495 ( Vi ) Upper Stiffener-40Mmx6mm Of Thick ( Flat ) 496 16Nos.X0.1Mx1.9Kg / M=3.04Kg 497 ( Vii ) A. Gusset Plate On Main Leg-184Mmx6mm Of Thick ( Plate ) 498 32Nos.X0.225Mx8.7Kg / M=62.64Kg 499 B. Gusset Plate On Horizontal Bracing-178Mmx6mm Of Thick ( Plate ) 500 16Nos.X0.244Mx8.4Kg / M=32.79Kg 501 ( Viii ) Horizontal Bracing-65Mmx65mmx6mm Of Thick ( Angle ) 502 16Nos.X1.324Mx4.9Kg / M=103.80Kg 503 ( Ix ) Diagonal Bracing-50Mmx50mmx6mm Of Thick ( Angle ) 504 32Nos.X1.386Mx3.8Kg / M=168.54Kg 505 ( X ) Upper Stiffner-100Mmx10mm Of Thick ( Flat ) 506 16Nos.X0.15Mx7.85Kg / M=9.42Kg 507 ( X ) A. Base Of Tank-72Mmx72mmx4.8Mm Of Thick ( Square Pipe ) 508 2Nos.X2.5Mx9.66Kg / M=48.30Kg 509 B. Base Of Tank-72Mmx72mmx4.8Mm Of Thick ( Square Pipe ) 510 4Nos.X1.363Mx9.66Kg / M=52.67Kg 511 C. Base Of Tank-72Mmx72mmx4.8Mm Of Thick ( Square Pipe ) 512 4Nos.X0.46Mx9.66Kg / M=17.77Kg 513 D. Base Of Tank-72Mmx72mmx4.8Mm Of Thick ( Square Pipe ) 514 2Nos.X9.66Kg / M=5.78Kg 515 E. Base Of Tank-72Mmx72mmx4.8Mm Of Thick ( Square Pipe ) 516 0.4965Mx0.299Mx16nos.X9.66Kg / M=76.74Kg 517 F. Base Of Tank-72Mmx72mmx4.8Mm Of Thick ( Square Pipe ) 518 Gusset Plate 244X178x6mm Thick 4 Nos 519 4Nos.X0.425Mx9.66Kg / M=16.42Kg 520 ( Xi ) A. Ladder Joint Cliet-65Mmx65mmx5mm Of Thick ( Angle ) 521 2Nos.X0.05Mx4.9Kg / M=0.49Kg 522 B. Ladder-35Mmx35mmx5mm Of Thick ( Angle ) 523 4Nos.X3mx2.7Kg / M=32.40Kg 524 C. Horizontal Support Angle 525 40X40x5mm Thick- 300Mm Long 20 Nos 526 D. Ladder-35Mmx35mmx5mm Of Thick ( Angle ) 527 2Nos.X2.05Mx2.7Kg / M=11.07Kg 528 E. Horizontal Support Angle 529 40X40x5mm Thick- 300Mm7 Nos 530 Horizontal Support Angle 531 F.Ladder Joint Cliet-40Mmx40mmx5mm Of Thick ( Angle ) 532 2Nos.X0.166Mx3kg / M=1.00Kg 533 ( Xii ) A.Frame Railing Pipe-25Mmx25mmx2.8Mm Of Thick ( Square Pipe ) 534 4Nos.X2.05Mx2.2Kg / M=18.04Kg 535 B.Frame Railing Pipe-25Mmx25mmx2.8Mm Of Thick ( Square Pipe ) 536 12Nos.X0.775Mx2.2Kg / M=20.46Kg 537 ( Xiii ) G.I. Sheet-2500Mmx1250mmx3mm Of Thick 538 2Nos.X2.5Mx29.5Kg / M=147.50Kg 539 ( Xiv ) Foundation Bolt-20Mm Of Thick ( M20 ) 540 16Nos.X1.2Mx2.47Kg / M=47.42Kg 541 Total Wegit 1414.78 Kg 542 Weight After Galvanising @ 4% ( 1414.78 +30 = 1444.78Kg ) 543 ( Xv ) Hardware ( L.S. ) 544 Total 545 Steel Structure For Solor Panel 546 60Mmx60mmx3.2Mm Size Square Tube 547 3.342Mx2.00Nosx5.62Kg / M=37.56Kg 548 2.50Mx2.0Mx 2.0Nos X5.62 Kg / M=28.10 Kg 549 25 X25 X 3.20Mm Size Square Tube 550 2.019M X 8Nos X 1.98 Kg / M =31.98Kg 551 0.50M X 20Nos X 1.98Kg / M = 19.80Kg 552 75 X 75 X 4.8 Mm Size Square Tube 553 2.47 M X 4Nos X 9.66Kg / M = 95.44Kg 554 75 X 40Mm Size Is Lc 555 3.05M X 2 X 2.61Kg / M = 15.92Kg 556 6Mm Thick Ms Plate 557 0.2M X 0.1M X 8Nos X 47.10Kg / M2 = 7.54Kg 558 Nut Bolt 559 L.S.2Kg 560 Total:- 238.34Kg 561 Weight After Galvanising @ 4%=247.87Kg 562 Grand Total:- 1444.78 + 247.87= 1692.65Kg 563 Information Board For Iec 564 Providing Structural Steel Work In Trusses Other Similar Trussed Purlins And Members With Bracing Gusset Plates Etc As Per Detailed Design And Drawing Or As Directed By Engineer- In-Charge Including Cutting Fabricating Hoisting Erecting And Fixing In Position Making Reverted Bolted Welded Connections One Coat Of Anticorrosive Paint And Over It Two Coats Of Oil Painting Etc Complete ( Mjp 2019-2020 Sec F Item 6 ) 565 ( I ) Square Tube 566 25Mmx25mmx3.2Mm Thick 567 ( Wt.@1.98Kg / M ) 568 2Nosx1.50M=3.00M=3.00Mx1.98Kg / M=5.94Kg 569 ( Ii ) Square Tube 570 25Mmx25mmx3.2Mm Thick 571 ( Wt.@1.98Kg / M ) 572 3Nosx1.20M=3.60M=3.60Mx1.98Kg / M=7.13Kg 573 ( Iii ) M.S. Sheet 1Mm Thick. 574 ( Wt.@7.85Kg / M2 ) 575 1Nosx1.50Mx1.20M=1.80M2 576 =1.80M2x7.85Kgp / M2=14.13Kg 577 Total=27.20Kg

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