259/21-22 - Rate Contract For The Work Of Construction Of Sources, Rising Main Pipelines, Cwrs, Pump Houses, Esrs, Glsrs, Internal Village Distribution Pipeline And Fhtc .....Under Jjm In The Jurisdiction Of Phed Division Bayana, District Bharatpur Rate C
Tender Value
75 Crore
Estimated cost
Bid Submission
18 Apr 2022
0 days left
EMD
1.50 Crore
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bharatpur → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
259/21-22 - Rate Contract For The Work Of Construction Of Sources, Rising Main Pipelines, Cwrs, Pump Houses, Esrs, Glsrs, Internal Village Distribution Pipeline And Fhtc .....Under Jjm In The Jurisdiction Of Phed Division Bayana, District Bharatpur Rate Contract For The Work Of Construction Of Sources, Rising Main Pipelines, Cwrs, Pump Houses, Esrs, Glsrs, Internal Village Distribution Pipeline And Fhtc .....Under Jjm In The Jurisdiction Of Phed Division Bayana, District Bharatpur
BOQ
| Sl. No. | Item Description |
| 1 | Pipe Line |
| 2 | DI PIPES |
| 3 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 4 | 80 mm |
| 5 | 100 mm |
| 6 | 150 mm |
| 7 | 200 mm |
| 8 | 250 mm |
| 9 | 300 mm |
| 10 | 350 mm |
| 11 | 400 mm |
| 12 | 450 mm |
| 13 | 500 mm |
| 14 | 600 mm |
| 15 | 700 mm |
| 16 | 800 mm |
| 17 | 900 mm |
| 18 | 1000 mm |
| 19 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 20 | 100 mm |
| 21 | 150 mm |
| 22 | 200 mm |
| 23 | 250 mm |
| 24 | 300 mm |
| 25 | 350 mm |
| 26 | 400 mm |
| 27 | 450 mm |
| 28 | 500 mm |
| 29 | 600 mm |
| 30 | 700 mm |
| 31 | 800 mm |
| 32 | 900 mm |
| 33 | 1000 mm |
| 34 | 1100 mm |
| 35 | 1200 mm |
| 36 | Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). |
| 37 | A/S Tee , Bend, Reducer (All End Socketed) |
| 38 | Upto 300 mm Diameter |
| 39 | Above 300mm and up to 600 mm diameter |
| 40 | Above 600 mm diameter |
| 41 | Flange Socket, Spigot, Hy. Tee. |
| 42 | Upto 300 mm Diameter |
| 43 | Above 300mm and up to 600 mm diameter |
| 44 | Above 600 mm diameter |
| 45 | A/F Tee , Bend, Reducer (All End Flanged) |
| 46 | Upto 300 mm Diameter |
| 47 | Above 300mm and up to 600 mm diameter |
| 48 | Above 600 mm diameter |
| 49 | Double Socket Duckfoot Bend |
| 50 | Upto 300 mm Diameter |
| 51 | Above 300mm and up to 600 mm diameter |
| 52 | Above 600 mm diameter |
| 53 | Double Flange Duckfoot Bend |
| 54 | Upto 300 mm Diameter |
| 55 | Above 300mm and up to 600 mm diameter |
| 56 | Above 600 mm diameter |
| 57 | Double Flange Pipe (upto 1 mtr. length) |
| 58 | Upto 300 mm Diameter |
| 59 | Above 300mm and up to 600 mm diameter |
| 60 | Above 600 mm diameter |
| 61 | HDPE PIPES |
| 62 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. |
| 63 | HDPE PE-80PN-6 |
| 64 | 75 mm dia |
| 65 | 90 mm dia |
| 66 | 110 mm dia |
| 67 | HDPE PE-100PN-6 |
| 68 | 75 mm dia |
| 69 | 90 mm dia |
| 70 | 110 mm dia |
| 71 | HDPE PE-80PN-10 |
| 72 | 90 mm dia |
| 73 | 110 mm dia |
| 74 | HDPE PE-100PN-10 |
| 75 | 90 mm dia |
| 76 | 110 mm dia |
| 77 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. |
| 78 | HDPE PE-80PN-6 |
| 79 | 125 mm dia |
| 80 | 140 mm dia |
| 81 | 160 mm dia |
| 82 | 180 mm dia |
| 83 | 200 mm dia |
| 84 | 225 mm dia |
| 85 | HDPE PE-100PN-6 |
| 86 | 125 mm dia |
| 87 | 140 mm dia |
| 88 | 160 mm dia |
| 89 | 180 mm dia |
| 90 | 200 mm dia |
| 91 | 225 mm dia |
| 92 | HDPE PE-80PN-10 |
| 93 | 125 mm dia |
| 94 | 140 mm dia |
| 95 | 160 mm dia |
| 96 | 180 mm dia |
| 97 | 200 mm dia |
| 98 | 225 mm dia |
| 99 | HDPE PE-100PN-10 |
| 100 | 125 mm dia |
| 101 | 140 mm dia |
| 102 | 160 mm dia |
| 103 | 180 mm dia |
| 104 | 200 mm dia |
| 105 | 225 mm dia |
| 106 | MS PIPES AND SPECIALS |
| 107 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 108 | Dia of Pipe: 300.00 mm (I.D) |
| 109 | Thickness of Pipe |
| 110 | 5.0 mm |
| 111 | 6.0 mm |
| 112 | 7.0 mm |
| 113 | 8.0 mm |
| 114 | Dia of Pipe: 350.00 mm (I.D) |
| 115 | Thickness of Pipe |
| 116 | 5.0 mm |
| 117 | 6.0 mm |
| 118 | 7.0 mm |
| 119 | 8.0 mm |
| 120 | Dia of Pipe: 400.00 mm (I.D) |
| 121 | Thickness of Pipe |
| 122 | 5.0 mm |
| 123 | 6.0 mm |
| 124 | 7.0 mm |
| 125 | 8.0 mm |
| 126 | Dia of Pipe: 450.00 mm (I.D) |
| 127 | Thickness of Pipe |
| 128 | 5.0 mm |
| 129 | 6.0 mm |
| 130 | 7.0 mm |
| 131 | 8.0 mm |
| 132 | 9.0 mm |
| 133 | Dia of Pipe: 500.00 mm (I.D) |
| 134 | Thickness of Pipe |
| 135 | 5.0 mm |
| 136 | 6.0 mm |
| 137 | 7.0 mm |
| 138 | 8.0 mm |
| 139 | 9.0 mm |
| 140 | Dia of Pipe: 550.00 mm (I.D) |
| 141 | Thickness of Pipe |
| 142 | 5.0 mm |
| 143 | 6.0 mm |
| 144 | 7.0 mm |
| 145 | 8.0 mm |
| 146 | 9.0 mm |
| 147 | Dia of Pipe: 600.00 mm (I.D) |
| 148 | Thickness of Pipe |
| 149 | 5.0 mm |
| 150 | 6.0 mm |
| 151 | 7.0 mm |
| 152 | 8.0 mm |
| 153 | 9.0 mm |
| 154 | 10.0 mm |
| 155 | 12.0 mm |
| 156 | Dia of Pipe: 650.00 mm (I.D) |
| 157 | Thickness of Pipe |
| 158 | 5.0 mm |
| 159 | 6.0 mm |
| 160 | 7.0 mm |
| 161 | 8.0 mm |
| 162 | 9.0 mm |
| 163 | 10.0 mm |
| 164 | 12.0 mm |
| 165 | Dia of Pipe: 700.00 mm (I.D) |
| 166 | Thickness of Pipe |
| 167 | 5.0 mm |
| 168 | 6.0 mm |
| 169 | 7.0 mm |
| 170 | 8.0 mm |
| 171 | 9.0 mm |
| 172 | 10.0 mm |
| 173 | 12.0 mm |
| 174 | Dia of Pipe: 750.00 mm (I.D) |
| 175 | Thickness of Pipe |
| 176 | 5.0 mm |
| 177 | 6.0 mm |
| 178 | 7.0 mm |
| 179 | 8.0 mm |
| 180 | 9.0 mm |
| 181 | 10.0 mm |
| 182 | 12.0 mm |
| 183 | Dia of Pipe: 800.00 mm (I.D) |
| 184 | Thickness of Pipe |
| 185 | 5.0 mm |
| 186 | 6.0 mm |
| 187 | 7.0 mm |
| 188 | 8.0 mm |
| 189 | 9.0 mm |
| 190 | 10.0 mm |
| 191 | 12.0 mm |
| 192 | Dia of Pipe: 850.00 mm (I.D) |
| 193 | Thickness of Pipe |
| 194 | 5.0 mm |
| 195 | 6.0 mm |
| 196 | 7.0 mm |
| 197 | 8.0 mm |
| 198 | 9.0 mm |
| 199 | 10.0 mm |
| 200 | 12.0 mm |
| 201 | Dia of Pipe: 900.00 mm (I.D) |
| 202 | Thickness of Pipe |
| 203 | 5.0 mm |
| 204 | 6.0 mm |
| 205 | 7.0 mm |
| 206 | 8.0 mm |
| 207 | 9.0 mm |
| 208 | 10.0 mm |
| 209 | 12.0 mm |
| 210 | Dia of Pipe: 950.00 mm (I.D) |
| 211 | Thickness of Pipe |
| 212 | 5.0 mm |
| 213 | 6.0 mm |
| 214 | 7.0 mm |
| 215 | 8.0 mm |
| 216 | 9.0 mm |
| 217 | 10.0 mm |
| 218 | 12.0 mm |
| 219 | Dia of Pipe: 1000.00 mm (I.D) |
| 220 | Thickness of Pipe |
| 221 | 5.0 mm |
| 222 | 6.0 mm |
| 223 | 7.0 mm |
| 224 | 8.0 mm |
| 225 | 9.0 mm |
| 226 | 10.0 mm |
| 227 | 12.0 mm |
| 228 | Dia of Pipe: 1050.00 mm (I.D) |
| 229 | Thickness of Pipe |
| 230 | 5.0 mm |
| 231 | 6.0 mm |
| 232 | 7.0 mm |
| 233 | 8.0 mm |
| 234 | 9.0 mm |
| 235 | 10.0 mm |
| 236 | 12.0 mm |
| 237 | Dia of Pipe: 1100.00 mm (I.D) |
| 238 | Thickness of Pipe |
| 239 | 5.0 mm |
| 240 | 6.0 mm |
| 241 | 7.0 mm |
| 242 | 8.0 mm |
| 243 | 9.0 mm |
| 244 | 10.0 mm |
| 245 | 12.0 mm |
| 246 | Dia of Pipe: 1150.00 mm (I.D) |
| 247 | Thickness of Pipe |
| 248 | 5.0 mm |
| 249 | 6.0 mm |
| 250 | 7.0 mm |
| 251 | 8.0 mm |
| 252 | 9.0 mm |
| 253 | 10.0 mm |
| 254 | 12.0 mm |
| 255 | Dia of Pipe: 1200.00 mm (I.D) |
| 256 | Thickness of Pipe |
| 257 | 5.0 mm |
| 258 | 6.0 mm |
| 259 | 7.0 mm |
| 260 | 8.0 mm |
| 261 | 9.0 mm |
| 262 | 10.0 mm |
| 263 | 12.0 mm |
| 264 | Dia of Pipe: 1250.00 mm (I.D) |
| 265 | Thickness of Pipe |
| 266 | 6.0 mm |
| 267 | 7.0 mm |
| 268 | 8.0 mm |
| 269 | 9.0 mm |
| 270 | 10.0 mm |
| 271 | 12.0 mm |
| 272 | Dia of Pipe: 1300.00 mm (I.D) |
| 273 | Thickness of Pipe |
| 274 | 6.0 mm |
| 275 | 7.0 mm |
| 276 | 8.0 mm |
| 277 | 9.0 mm |
| 278 | 10.0 mm |
| 279 | 12.0 mm |
| 280 | Dia of Pipe: 1350.00 mm (I.D) |
| 281 | Thickness of Pipe |
| 282 | 7.0 mm |
| 283 | 8.0 mm |
| 284 | 9.0 mm |
| 285 | 10.0 mm |
| 286 | 12.0 mm |
| 287 | Dia of Pipe: 1400.00 mm (I.D) |
| 288 | Thickness of Pipe |
| 289 | 7.0 mm |
| 290 | 8.0 mm |
| 291 | 9.0 mm |
| 292 | 10.0 mm |
| 293 | 12.0 mm |
| 294 | Dia of Pipe: 1450.00 mm (I.D) |
| 295 | Thickness of Pipe |
| 296 | 7.0 mm |
| 297 | 8.0 mm |
| 298 | 9.0 mm |
| 299 | 10.0 mm |
| 300 | 12.0 mm |
| 301 | Dia of Pipe: 1500.00 mm (I.D) |
| 302 | Thickness of Pipe |
| 303 | 7.0 mm |
| 304 | 8.0 mm |
| 305 | 9.0 mm |
| 306 | 10.0 mm |
| 307 | 12.0 mm |
| 308 | Dia of Pipe: 1550.00 mm (I.D) |
| 309 | Thickness of Pipe |
| 310 | 7.0 mm |
| 311 | 8.0 mm |
| 312 | 9.0 mm |
| 313 | 10.0 mm |
| 314 | 12.0 mm |
| 315 | Dia of Pipe: 1600.00 mm (I.D) |
| 316 | Thickness of Pipe |
| 317 | 7.0 mm |
| 318 | 8.0 mm |
| 319 | 9.0 mm |
| 320 | 10.0 mm |
| 321 | 12.0 mm |
| 322 | Dia of Pipe: 1650.00 mm (I.D) |
| 323 | Thickness of Pipe |
| 324 | 8.0 mm |
| 325 | 9.0 mm |
| 326 | 10.0 mm |
| 327 | 12.0 mm |
| 328 | Dia of Pipe: 1700.00 mm (I.D) |
| 329 | Thickness of Pipe |
| 330 | 8.0 mm |
| 331 | 9.0 mm |
| 332 | 10.0 mm |
| 333 | 12.0 mm |
| 334 | Dia of Pipe: 1750.00 mm (I.D) |
| 335 | Thickness of Pipe |
| 336 | 8.0 mm |
| 337 | 9.0 mm |
| 338 | 10.0 mm |
| 339 | 12.0 mm |
| 340 | Dia of Pipe: 1800.00 mm (I.D) |
| 341 | Thickness of Pipe |
| 342 | 8.0 mm |
| 343 | 9.0 mm |
| 344 | 10.0 mm |
| 345 | 12.0 mm |
| 346 | 16.0 mm |
| 347 | Dia of Pipe: 1850.00 mm (I.D) |
| 348 | Thickness of Pipe |
| 349 | 8.0 mm |
| 350 | 9.0 mm |
| 351 | 10.0 mm |
| 352 | 12.0 mm |
| 353 | 16.0 mm |
| 354 | Dia of Pipe: 1900.00 mm (I.D) |
| 355 | Thickness of Pipe |
| 356 | 8.0 mm |
| 357 | 9.0 mm |
| 358 | 10.0 mm |
| 359 | 12.0 mm |
| 360 | 16.0 mm |
| 361 | Dia of Pipe: 1950.00 mm (I.D) |
| 362 | Thickness of Pipe |
| 363 | 8.0 mm |
| 364 | 9.0 mm |
| 365 | 10.0 mm |
| 366 | 12.0 mm |
| 367 | 16.0 mm |
| 368 | Dia of Pipe: 2000.00 mm (I.D) |
| 369 | Thickness of Pipe |
| 370 | 8.0 mm |
| 371 | 9.0 mm |
| 372 | 10.0 mm |
| 373 | 12.0 mm |
| 374 | 16.0 mm |
| 375 | Lining and coating on MS pipe |
| 376 | Providing and applying following Coating to the External surface of MS pipes, including preparation of surface by cleaning as per ISO 8502-3/ SSPC-SP10/ NACE No.2 near white blast cleaning and abrasive blasting to a finish to SA 2.5 as per ISO: 8501-1 and surface profile / anchor profile of 50-75 / 75-100 microns as per ISO: 8503-2, including field joint coating at site complete as per Technical specifications and direction of Engineer –in-charge: 3 LPE (3 Layer Polyethylene) / DFBE (Dual Layer Fusion Bonded Epoxy)/ PU (Polyurethane)/ Polyolefin Tape coating . |
| 377 | Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C210 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in Incharge. Liquid Epoxy shall be NSF/WARS approved for drinking water |
| 378 | Providing and applying 100% Solids,Rigid, DTM Polyurethane Coating to internal surface of M.S. Pipe as per AWWA C222 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in Incharge. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water. |
| 379 | Providing and making inner cement mortar lining to M.S. Pipes with mechanical devices in cement mortar 1:1 proportion , including cost of all materials, labour, special sand required, machinery, power generation, all equipments, including carrying out \"C\" value performance test of pipeline, including field joints at site complete as per technical specification and direction of Engineer in Incharge. |
| 380 | 9 mm thick for pipes upto 700 mm dia |
| 381 | 12 mm thick for pipes above 700 mm dia |
| 382 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. |
| 383 | MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
| 384 | MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 385 | BWSC PIPES |
| 386 | Providing , lowering, laying and jointing of Bar Wrapped Steel Cylinder Pipes (BWSC) for overlapping steel welded jointas per IS:15155-2001(amended up to date) of following class and diameter including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications & direction of Engineer-in-charge (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 387 | Notes |
| 388 | Class mentioned below represents the Factory Test pressure of pipe. |
| 389 | For external coating at site to the joints, necessary polythene wrapping for pouring cement slurry shall also be provided with each pipe. |
| 390 | Factory Test Pressure 12 Kg/ Cm2 |
| 391 | 250mm |
| 392 | 300 mm |
| 393 | 350 mm |
| 394 | 400 mm |
| 395 | 450 mm |
| 396 | 500 mm |
| 397 | 600 mm |
| 398 | 700 mm |
| 399 | 800 mm |
| 400 | 900 mm |
| 401 | 1000 mm |
| 402 | 1100 mm |
| 403 | 1200 mm |
| 404 | 1300 mm |
| 405 | 1400 mm |
| 406 | 1500 mm |
| 407 | 1600 mm |
| 408 | Factory Test Pressure 14 Kg/ Cm2 |
| 409 | 250mm |
| 410 | 300 mm |
| 411 | 350 mm |
| 412 | 400 mm |
| 413 | 450 mm |
| 414 | 500 mm |
| 415 | 600 mm |
| 416 | 700 mm |
| 417 | 800 mm |
| 418 | 900 mm |
| 419 | 1000 mm |
| 420 | 1100 mm |
| 421 | 1200 mm |
| 422 | 1300 mm |
| 423 | 1400 mm |
| 424 | 1500 mm |
| 425 | 1600 mm |
| 426 | Factory Test Pressure 16 Kg/Cm2 |
| 427 | 250mm |
| 428 | 300 mm |
| 429 | 350 mm |
| 430 | 400 mm |
| 431 | 450 mm |
| 432 | 500 mm |
| 433 | 600 mm |
| 434 | 700 mm |
| 435 | 800 mm |
| 436 | 900 mm |
| 437 | 1000 mm |
| 438 | 1100 mm |
| 439 | 1200 mm |
| 440 | 1300 mm |
| 441 | 1400 mm |
| 442 | 1500 mm |
| 443 | 1600 mm |
| 444 | Factory Test Pressure 18 Kg/Cm2 |
| 445 | 250mm |
| 446 | 300 mm |
| 447 | 350 mm |
| 448 | 400 mm |
| 449 | 450 mm |
| 450 | 500 mm |
| 451 | 600 mm |
| 452 | 700 mm |
| 453 | 800 mm |
| 454 | 900 mm |
| 455 | 1000 mm |
| 456 | 1100 mm |
| 457 | 1200 mm |
| 458 | 1300 mm |
| 459 | 1400 mm |
| 460 | 1500 mm |
| 461 | 1600 mm |
| 462 | Factory Test Pressure 20 Kg/Cm2 |
| 463 | 250mm |
| 464 | 300 mm |
| 465 | 350 mm |
| 466 | 400 mm |
| 467 | 450 mm |
| 468 | 500 mm |
| 469 | 600 mm |
| 470 | 700 mm |
| 471 | 800 mm |
| 472 | 900 mm |
| 473 | 1000 mm |
| 474 | 1100 mm |
| 475 | 1200 mm |
| 476 | 1300 mm |
| 477 | 1400 mm |
| 478 | 1500 mm |
| 479 | 1600 mm |
| 480 | Laying Jointing and Removing of pipe line |
| 481 | De-jointing and removing of already laidCI/DI pipes of following diameters in excavated trenches with care, without damaging pipes, CID joints, valves, specials etc. and other materials and then refilling of soil after de-laying and de-jointing of pipelines with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr. This also include stacking the pipes with care and transporting the same to div./sub div. store or as directed by EIC with in the division. (Rates are Exclusive of Earth Work) |
| 482 | 80 mm |
| 483 | 100 mm |
| 484 | 125 mm |
| 485 | 150 mm |
| 486 | 200 mm |
| 487 | 250 mm |
| 488 | 300 mm |
| 489 | 350 mm |
| 490 | 400 mm |
| 491 | 450 mm |
| 492 | 500 mm |
| 493 | 600 mm |
| 494 | De-jointing and removing of already laidMS pipes of following diameters in excavated trenches with care, without damaging pipes, CID joints, valves, specials etc. and other materials and then refilling of soil after de-laying and de-jointing of pipelines with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr. This also include stacking the pipes with care and transporting the same to div./sub div. store or as directed by EIC with in the division. (Rates are Exclusive of Earth Work) |
| 495 | 100 mm |
| 496 | 125 mm |
| 497 | 150 mm |
| 498 | 200 mm |
| 499 | 250 mm |
| 500 | 300 mm |
| 501 | 350 mm |
| 502 | 400 mm |
| 503 | 450 mm |
| 504 | 500 mm |
| 505 | 600 mm |
| 506 | Laying, Jointing, Testing and Commissioningof uPVC/ PVC Pipes (Class- 3/ 4) in assorted length with specials, valves etc. including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials) |
| 507 | 90 mm |
| 508 | 110 mm |
| 509 | 125 mm |
| 510 | 140 mm |
| 511 | 160 mm |
| 512 | 180 mm |
| 513 | 200 mm |
| 514 | 225 mm |
| 515 | 250 mm |
| 516 | 280mm |
| 517 | 315 mm |
| 518 | Laying, Jointing, Testing and Commissioningof Ductile Iron (DI) Pipes of any class in assorted length with specials, valves etc. including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials) |
| 519 | 80 mm |
| 520 | 100 mm |
| 521 | 125 mm |
| 522 | 150 mm |
| 523 | 200 mm |
| 524 | 250 mm |
| 525 | 300 mm |
| 526 | 350 mm |
| 527 | 400 mm |
| 528 | 450 mm |
| 529 | 500 mm |
| 530 | 600 mm |
| 531 | Laying, Jointing, Testing and Commissioningof AC Pressure Pipes (Class- 10/15/20) of any class in assorted length with specials, valves etc. including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials) |
| 532 | 80 mm |
| 533 | 100 mm |
| 534 | 125 mm |
| 535 | 150 mm |
| 536 | 200 mm |
| 537 | 250 mm |
| 538 | 300 mm |
| 539 | 350 mm |
| 540 | 400 mm |
| 541 | 450 mm |
| 542 | 500 mm |
| 543 | 600 mm |
| 544 | Laying, Jointing, Testing and Commissioningof HDPE pipes of any grade in assorted length with specials, valves etc. with jointing material/ fixing of necessary jointing material like mechanical connector i.e. thread/ insert joint/quick release coupler joint compression fitting joint or flanged joint and jointing pipe in proper position and jointing of all specials by butt fusion / electro fusion welding method, including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials) |
| 545 | 90 mm |
| 546 | 110 mm |
| 547 | 125 mm |
| 548 | 140 mm |
| 549 | 160 mm |
| 550 | 180 mm |
| 551 | 200 mm |
| 552 | 225 mm |
| 553 | AC pipes |
| 554 | Providing, lowering, laying and jointing in trenches, standard lengths ISI marked AC pressure pipe class 15 manufactured by MAZZA process as per IS-1592-2003 or amended upto date with AC coupling andEPDMRubber sealing rings of Type -3 as per IS: 5382/1985 (Reaffirmed 1998) or amended up to date, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, labour and material,satisfactory hydraulic testing etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work and specials) Note: These pipes shall only be used for raw water conveyance mainfrom Canal oulet to raw water reservoirs and interconnection works. |
| 555 | 150 mm dia Cl-15 |
| 556 | 200 mm dia Cl-15 |
| 557 | 250 mm dia Cl-15 |
| 558 | 300 mm dia Cl-15 |
| 559 | 350 mm dia Cl-15 |
| 560 | 400 mm dia Cl-15 |
| 561 | 450 mm dia Cl-15 |
| 562 | 500 mm dia Cl-15 |
| 563 | 600 mm dia Cl-15 |
| 564 | CI Specials |
| 565 | Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - Bspecials as per IS : 1538, amended up to date in trenches completeincluding all material, labour, testing and commissioning along with pipe line/ appurtenence as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. |
| 566 | Plain ended CI specials including tail piece, spigot end and socket end. |
| 567 | Up to 300 mm dia |
| 568 | Above 300 mm and up to 600 mm dia |
| 569 | Double flanged CI pipe fittings. |
| 570 | Up to 300 mm dia |
| 571 | Above 300 mm and up to 600 mm dia |
| 572 | House hold tap connections |
| 573 | Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PVC/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including MS/PVC saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valveand specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding),including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. |
| 574 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 575 | Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. |
| 576 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 577 | P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. |
| 578 | P& F Bib cock (IS : 8931 mark), superior quality of approved make, with foam flow chrome plated with complete brass body including brass handlewith wt 300 to 325 gm.15 mm nominal bore. |
| 579 | Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. |
| 580 | Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 581 | Add extra over item no 1.21 & 1.2 2for providingf 20 mm ISI marked PN16 SDR 7.4 (IS:15801:2008)PPR-C (Three layered) pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 582 | Construction and Commissioning of Tube wells, Open Wells & Hand Pumps. |
| 583 | TUBE WELLS |
| 584 | Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it\"s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it\"s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. |
| 585 | Nominal bore 150 mm dia. |
| 586 | Nominal bore 200 mm dia. |
| 587 | Nominal bore 250 mm dia. |
| 588 | Add 15% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and upto 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. |
| 589 | Add 40% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 200 mtr, rate shall be applicable for only extra depth beyond 200 mtr . |
| 590 | Construction of Tube Well from ground level and upto 100 mtr. depthto accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling methodas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications for removal of overburden. The work includes the cost oflowering of casing pipe, but excludes the cost of casingpipe. |
| 591 | Nominal bore 200 mm dia. |
| 592 | Nominal bore 250 mm dia. |
| 593 | Add 15% extra on above item(Item No 2.2.1 to 2.2.2) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . |
| 594 | Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. |
| 595 | Nominal bore 150 mm dia. |
| 596 | Nominal bore 200 mm dia. |
| 597 | Add 15% extra on above item (Item No 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. |
| 598 | Add 30% extra on above item(Item No 2.3.1 to 2.3.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . |
| 599 | Add 15% extra on above item (Item No 2.3.1 to 2.3.4) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. |
| 600 | Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. |
| 601 | Nominal bore 150 mm dia. |
| 602 | Nominal bore 200 mm dia. |
| 603 | Add 15% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. |
| 604 | Add 30% extra on above item(Item No 2.4.1 to 2.4.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . |
| 605 | Add 15% extra on above item (Item No 2.4.1 to 2.4.4) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excudign the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. |
| 606 | Construction of tube well from ground level and upto 100 mtr. depth and above of following sizes in all types of soils in alluvium strata, unconsolidated formation such as pebbles, boulders etc. by \"bailing\" method and without gravel packing as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work includes formation of cavity at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe.The tube well should have a throughout bore as per nominal dia of casing pipe.The work would be completed after obtaining sand free water. |
| 607 | Nominal bore 125 mm dia. |
| 608 | Nominal bore 150 mm dia. |
| 609 | Nominal bore 200 mm dia. |
| 610 | Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work will include lowering of housingand strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed afterobtaining sand free water. |
| 611 | Nominal bore 125 mm dia. |
| 612 | Nominal Bore 150 mm dia. |
| 613 | Nominal bore 200 mm dia. |
| 614 | Add 15% extra on above item (Item No 2.6.1 to 2.6.3) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . |
| 615 | Deepening of existing tube well by DTH system beyond existing depth upto 100 mtr. and above in all type of rocks including flushing of tube well and obtaining sand free water. |
| 616 | Nominal bore 150 mm dia. |
| 617 | Nominal bore 200 mm dia. |
| 618 | Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. |
| 619 | Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. |
| 620 | Development of tube well having depth up to 250 mtr as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable methods to give sand free water for required yield of the gravel packed tube well. |
| 621 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes |
| 622 | 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) |
| 623 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 624 | 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m) |
| 625 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. |
| 626 | 125 mm dia nominal bore of 4.8 mm thickness |
| 627 | 150 mm dia nominal bore of 4.8 mm thickness |
| 628 | 200 mm dia nominal bore of 5.4mm thickness |
| 629 | 250 mm dia nominal bore of 7.1mm thickness |
| 630 | Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. |
| 631 | Supply & Installation of single phase ISI marked submersible motor pump set of three star or better rating of BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. |
| 632 | Up to 2.0 KW |
| 633 | Above 2.0 KW |
| 634 | Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. |
| 635 | Up to 5.5 KW (7.5 HP) & head up to 120 mtr. |
| 636 | Up to 5.5 KW (7.5 HP) & head above 120 mtr. |
| 637 | 7.5 KW (10 HP) & head up to 120 mtr. |
| 638 | 7.5 KW (10 HP) & head above 120 mtr. |
| 639 | 9.3 KW (12.5 HP) & head up to 120 mtr. |
| 640 | 9.3KW (12.5 HP) & head above 120 mtr. |
| 641 | 11 KW (15 HP) & head up to 120 mtr. |
| 642 | 11 KW (15 HP) & head above 120 mtr. |
| 643 | 13 KW (17.5 HP) & head up to 120 mtr. |
| 644 | 13 KW (17.5 HP) & head above 120 mtr. |
| 645 | 15 KW (20 HP) and above, head up to 120 mtr. |
| 646 | 15 KW (20 HP) and above, head above 120 mtr. |
| 647 | Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase upto 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 gauge M.S. Sheet with powder coating. Panel size Height 600 mm Width 500 mm depth 250 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The operation of panel should be suitable for on 240 Volt AC Supply. |
| 648 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer,phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. |
| 649 | Up to 5.00 HP |
| 650 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. |
| 651 | Above 5 HP and up to 10 HP |
| 652 | Above 10 HP and up to 15 HP |
| 653 | Above 15 HP |
| 654 | Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. |
| 655 | 3 core 4.0 Sq.mm |
| 656 | 3 core 6.0 Sq.mm |
| 657 | 3 core 10.0 Sq.mm |
| 658 | 3 core 16.0 Sq.mm |
| 659 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. |
| 660 | 10.0 Sq.mm, 4 core |
| 661 | 16.0 Sq.mm, 4 core |
| 662 | 25.0 Sq.mm, 3.5 core |
| 663 | 35.0 Sq.mm, 3.5 core |
| 664 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. \"B\" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 665 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. |
| 666 | Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. |
| 667 | 125 mm dia |
| 668 | 150 mm dia |
| 669 | 200 mm dia |
| 670 | 250 mm dia |
| 671 | Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B\" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. |
| 672 | 32 mm dia |
| 673 | 50 mm dia |
| 674 | 65 mm dia |
| 675 | 80mm dia |
| 676 | Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended upto date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended upto date, along with clamping of submersible cable etc. complete in all respect. |
| 677 | 40 mm dia |
| 678 | 50 mm dia |
| 679 | 63 mm dia |
| 680 | 75 mm dia |
| 681 | 90 mm dia |
| 682 | Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. |
| 683 | 50 mm dia |
| 684 | 65 mm dia |
| 685 | 80 mm dia |
| 686 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. |
| 687 | Providing and Fixing of ISI marked PVC storage tank of following capacityas per IS: 12701-1989 (of approved make) with cover, 25 mm dia. 1 mtr long GI overflow pipe, 25 cm long 25 mm dia washout GI pipe with plug & socket, including P&F 32 mm dia Ball Cock (Float valve) IS 1703 marked with rod and PVC ball complete with brass weight 1000 gm, including P&F 15mm dia CI quarter turn heavy duty Bib Cocks four nos of superior quality and approved make, including interconnections complete job. |
| 688 | 1000 litres capacity |
| 689 | 2000 litres capacity |
| 690 | Fabrication & Fixing M.S.Stand of specified class of angle iron L-shaped of 50 mm size with four legs grouted by 300*300*300 mm CC Block M-15 in the ground and all legs tied up with each other through same size of angle iron along with cross bars to support the bottom of 1000 Ltr./ 2000 Ltr. PVC tank complete in all respect. |
| 691 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes |
| 692 | 65 mm dia |
| 693 | 80 mm dia |
| 694 | Proving and Fixing 32 mm dia Full way valve or wheel valve as per IS:778 or amended up to date of approved make, on pump delivery pipe. |
| 695 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. |
| 696 | Construction of bore hole for shallow depth tube well from ground level to required depth for following size for all type of relevant strata by percussion/ rotary drilling/ hand boring method excluding cost of casing pipe. Thebore hole should be as per nominal bore of PVC casing pipe. The work will be complete after obtaining sand free water. |
| 697 | 125 mm dia nominal bore |
| 698 | 150 mm dia nominal bore |
| 699 | 200 mm dia nominal bore |
| 700 | 250 mm dia nominal bore |
| 701 | Providing and Lowering of ISI mark PVC-U casing and screen pipe as per IS : 12818 : 2010 or amended upto date having pipe thickness as per IS code suitable for TW and DCB with threading , winding with superior quality of plastic mesh & rope in three layers with end cap complete as per technical specification and direction of Engineer In charge. |
| 702 | Shallow well casing pipe (CS) suitable for depth up to 80 mtr. |
| 703 | 150 mm nominal dia ( internal dia ). |
| 704 | 200 mm nominal dia ( internal dia ). |
| 705 | 250 mm nominal dia ( internal dia ). |
| 706 | Medium well casing pipe (CM) suitable for depth above 80 mtr and up to 250 mtr. |
| 707 | 100 mm nominal dia ( internal dia ). |
| 708 | 125 mm nominal dia ( internal dia ). |
| 709 | 150 mm nominal dia ( internal dia ). |
| 710 | 200 mm nominal dia ( internal dia ). |
| 711 | 250 mm nominal dia ( internal dia ). |
| 712 | Supply of ISI mark AC pressure pipe class 15 manufactured by MAZZA process as per IS:1592-2003 or amended upto date, for casing of tube wellfor following dia nominal bore, with jointing material PVC coupler as per technical specification and direction of Engineer In charge. |
| 713 | 125 mm nominal dia |
| 714 | 150 mm nominal dia |
| 715 | 200 mm nominal dia |
| 716 | 250 mm nominal dia |
| 717 | 300 mm nominal dia |
| 718 | Making slots of hole size and Nos. as directed by EIC in AC pressure pipe Class 15 as per technical specification for using slotted pipe in TW casing. |
| 719 | RCC OPEN WELLS |
| 720 | Dry sinking of well true & vertical in all types of soil including sand, silt, clay, mixed upto 25% with gravel and river bed stones upto size 300 mm in any direction complete as per drawing and technical specification (depth from level of placing of cutting edge & internal dia,to be taken for measurement) rate includes all percentage of pebbles, boulders and river bed stones. (depth to be measured from ground level) |
| 721 | for depth upto 5.00 m |
| 722 | for depth from 5.00 m to 10.0 mtr |
| 723 | for depth from10.0 m to 15.0 mtr |
| 724 | for depth from15.0 m to 20.0 mtr and above. |
| 725 | Wet sinking of well in all type of strata (soil & boulders in any quantity) including required operations like chiselling, air and water jetting, hoist drives, skilled divers etc. for removal of isolated obstructions and minor blasting if required and lifting of excavated material upto ground level, and spreading the samewith ramming and watering within a radius of 50 m from the site of open well. Rate includes all percentage of pebbles, boulders and river bed stones. (depth to be measured from ground level) |
| 726 | for depth upto 5.00m |
| 727 | for depth from 5.00m to 10.0 mtr |
| 728 | for depth from 10.00m to 15.0 mtr |
| 729 | for depth from 15.0 m to 20.0 mtr |
| 730 | for depth from 20.0 m to 25.0 mtr |
| 731 | for depth from 25.0 m to 30.0 mtr and above. |
| 732 | Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan)for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. |
| 733 | All kind of soil |
| 734 | Ordinary Rock |
| 735 | Hard Rock (Requiring blasting) |
| 736 | Hard Rock (Blasting Prohibited) |
| 737 | Add extra over item No. 2.39.1 for every additional lift of 1.5 Mtr. or part thereof : In all kind of soils. |
| 738 | Add extra over item No. 2.39.2-4 for every additional lift of 1.5 Mtr. or part thereof : In Ordinary rock and hard rock. |
| 739 | Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering. |
| 740 | Labour charges for horizontal boring 100 mm dia in open well in rocky stratawith all types of rock cutting & drilling tools etc. including all T&P required for job including dewatering arrangement. |
| 741 | HAND PUMPS |
| 742 | Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it\"s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it\"s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. |
| 743 | Nominal bore 125 mm dia. |
| 744 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of bore is more than 100 mtr. |
| 745 | Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. |
| 746 | Nominal bore 100 mm dia. |
| 747 | Nominal bore 125 mm dia. |
| 748 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of bore is more than 100 mtr. |
| 749 | Construction of tube well from ground level and upto 100 mtr. depth and above of following sizes in all types of soils in alluvium strata, unconsolidated formation such as pebbles, boulders etc. by \"bailing\" method and without gravel packing as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work includes formation of cavity at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe.The tube well should have a throughout bore as per nominal dia of casing pipe.The work would be completed after obtaining sand free water. |
| 750 | Nominal bore 100 mm dia. |
| 751 | Nominal bore 125 mm dia. |
| 752 | Supply of ERW M.S. black casing pipe ISI marked {IS:1239(Part-1:2004)} medium of following sizes at site of work. |
| 753 | 100 mm dia NB (Thickness of pipe 4.5mm & mass of tube 12.50 Kg/m) |
| 754 | 125 mm dia NB( Thickness of pipe 4.8 mm & mass of tube 16.40 Kg/m) |
| 755 | Providing and Lowering of ISI mark Medium wellPVC-U casing and screen pipe (CM) as per IS : 12818 : 2010 or amended upto date having pipe thickness as per IS code suitable for bore well with threading , winding with superior quality of plastic mesh & rope in three layers with end cap complete as per technical specification and direction of Engineer In charge. |
| 756 | 100 mm nominal dia ( internal dia ). |
| 757 | 125 mm nominal dia ( internal dia ). |
| 758 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. |
| 759 | 100 mm dia nominal bore |
| 760 | 125 mm dia nominal bore |
| 761 | Supply & installation of GI pipe 32 mm medium class “B” with pipe sockets (heavy duty). |
| 762 | Supply and installation of ISI marked India Mark II Hand pump set complete with cylinder & 15 connecting rods. |
| 763 | Supply and installation of ISI Marked India Mark II Hand pump set Extra-Deep (EDW) completewith cylinder and connecting rods. |
| 764 | EDWHP + 20 Connecting rod. |
| 765 | EDWHP + 23 Connecting rod + 1 Weight. |
| 766 | EDWHP + 26 Connecting rod + 2 Weight. |
| 767 | EDWHP + 30 Connecting rod + 3 Weight. |
| 768 | Supply and installation of ISI mark connecting rod as per departmental specifications. of3 meter length. |
| 769 | Installation of India Mark II/III E.D. I & II hand pump set complete on existing platform. |
| 770 | Construction of 185 cm. dia platform as per approved design & drawing of UNICEF. |
| 771 | RCC Reservoirs |
| 772 | Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: - |
| 773 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall.e) Successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab. |
| 774 | j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mmp) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 775 | Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC ZONE-II & STAGING 15 M |
| 776 | 50 KL capacity |
| 777 | 75 KL capacity |
| 778 | Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC ZONE-III & STAGING 15 M |
| 779 | 50 KL capacity |
| 780 | 75 KL capacity |
| 781 | Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC ZONE-IV & STAGING 15 M |
| 782 | 50 KL capacity |
| 783 | 75 KL capacity |
| 784 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M |
| 785 | 50 KL capacity |
| 786 | 75 KL capacity |
| 787 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 15 M |
| 788 | 50 KL capacity |
| 789 | 75 KL capacity |
| 790 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 15 M |
| 791 | 50 KL capacity |
| 792 | 75 KL capacity |
| 793 | Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-II & STAGING 15 M |
| 794 | 50 KL capacity |
| 795 | 75 KL capacity |
| 796 | Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-III & STAGING 15 M |
| 797 | 50 KL capacity |
| 798 | 75 KL capacity |
| 799 | Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-IV & STAGING 15 M |
| 800 | 50 KL capacity |
| 801 | 75 KL capacity |
| 802 | Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - |
| 803 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). |
| 804 | k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 805 | Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC ZONE-II & STAGING 18 M |
| 806 | 100 KL capacity |
| 807 | 150KL capacity |
| 808 | 200KL capacity |
| 809 | 250KL capacity |
| 810 | 300KL capacity |
| 811 | 400KL capacity |
| 812 | 500KL capacity |
| 813 | 600 KL capacity |
| 814 | 700 KL capacity |
| 815 | 800 KL capacity |
| 816 | 900 KL capacity |
| 817 | 1000 KL capacity |
| 818 | 1250 KL capacity |
| 819 | 1500 KL capacity |
| 820 | 1750 KL capacity |
| 821 | 2000 KL capacity |
| 822 | Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC ZONE-III & STAGING 18 M |
| 823 | 100 KL capacity |
| 824 | 150KL capacity |
| 825 | 200KL capacity |
| 826 | 250KL capacity |
| 827 | 300KL capacity |
| 828 | 400KL capacity |
| 829 | 500KL capacity |
| 830 | 600 KL capacity |
| 831 | 700 KL capacity |
| 832 | 800 KL capacity |
| 833 | 900 KL capacity |
| 834 | 1000 KL capacity |
| 835 | 1250 KL capacity |
| 836 | 1500 KL capacity |
| 837 | 1750 KL capacity |
| 838 | 2000 KL capacity |
| 839 | Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC ZONE-IV & STAGING 18 M |
| 840 | 100 KL capacity |
| 841 | 150KL capacity |
| 842 | 200KL capacity |
| 843 | 250KL capacity |
| 844 | 300KL capacity |
| 845 | 400KL capacity |
| 846 | 500KL capacity |
| 847 | 600 KL capacity |
| 848 | 700 KL capacity |
| 849 | 800 KL capacity |
| 850 | 900 KL capacity |
| 851 | 1000 KL capacity |
| 852 | 1250 KL capacity |
| 853 | 1500 KL capacity |
| 854 | 1750 KL capacity |
| 855 | 2000 KL capacity |
| 856 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M |
| 857 | 100 KL capacity |
| 858 | 150KL capacity |
| 859 | 200KL capacity |
| 860 | 250KL capacity |
| 861 | 300KL capacity |
| 862 | 400KL capacity |
| 863 | 500KL capacity |
| 864 | 600 KL capacity |
| 865 | 700 KL capacity |
| 866 | 800 KL capacity |
| 867 | 900 KL capacity |
| 868 | 1000 KL capacity |
| 869 | 1250 KL capacity |
| 870 | 1500 KL capacity |
| 871 | 1750 KL capacity |
| 872 | 2000 KL capacity |
| 873 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 18 M |
| 874 | 100 KL capacity |
| 875 | 150KL capacity |
| 876 | 200KL capacity |
| 877 | 250KL capacity |
| 878 | 300KL capacity |
| 879 | 400KL capacity |
| 880 | 500KL capacity |
| 881 | 600 KL capacity |
| 882 | 700 KL capacity |
| 883 | 800 KL capacity |
| 884 | 900 KL capacity |
| 885 | 1000 KL capacity |
| 886 | 1250 KL capacity |
| 887 | 1500 KL capacity |
| 888 | 1750 KL capacity |
| 889 | 2000 KL capacity |
| 890 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 18 M |
| 891 | 100 KL capacity |
| 892 | 150KL capacity |
| 893 | 200KL capacity |
| 894 | 250KL capacity |
| 895 | 300KL capacity |
| 896 | 400KL capacity |
| 897 | 500KL capacity |
| 898 | 600 KL capacity |
| 899 | 700 KL capacity |
| 900 | 800 KL capacity |
| 901 | 900 KL capacity |
| 902 | 1000 KL capacity |
| 903 | 1250 KL capacity |
| 904 | 1500 KL capacity |
| 905 | 1750 KL capacity |
| 906 | 2000 KL capacity |
| 907 | Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-II & STAGING 18 M |
| 908 | 100 KL capacity |
| 909 | 150KL capacity |
| 910 | 200KL capacity |
| 911 | 250KL capacity |
| 912 | 300KL capacity |
| 913 | 400KL capacity |
| 914 | 500KL capacity |
| 915 | 600 KL capacity |
| 916 | 700 KL capacity |
| 917 | 800 KL capacity |
| 918 | 900 KL capacity |
| 919 | 1000 KL capacity |
| 920 | 1250 KL capacity |
| 921 | 1500 KL capacity |
| 922 | 1750 KL capacity |
| 923 | 2000 KL capacity |
| 924 | Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-III & STAGING 18 M |
| 925 | 100 KL capacity |
| 926 | 150KL capacity |
| 927 | 200KL capacity |
| 928 | 250KL capacity |
| 929 | 300KL capacity |
| 930 | 400KL capacity |
| 931 | 500KL capacity |
| 932 | 600 KL capacity |
| 933 | 700 KL capacity |
| 934 | 800 KL capacity |
| 935 | 900 KL capacity |
| 936 | 1000 KL capacity |
| 937 | 1250 KL capacity |
| 938 | 1500 KL capacity |
| 939 | 1750 KL capacity |
| 940 | 2000 KL capacity |
| 941 | Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-IV & STAGING 18 M |
| 942 | 100 KL capacity |
| 943 | 150KL capacity |
| 944 | 200KL capacity |
| 945 | 250KL capacity |
| 946 | 300KL capacity |
| 947 | 400KL capacity |
| 948 | 500KL capacity |
| 949 | 600 KL capacity |
| 950 | 700 KL capacity |
| 951 | 800 KL capacity |
| 952 | 900 KL capacity |
| 953 | 1000 KL capacity |
| 954 | 1250 KL capacity |
| 955 | 1500 KL capacity |
| 956 | 1750 KL capacity |
| 957 | 2000 KL capacity |
| 958 | Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC ZONE-II & STAGING 20 M |
| 959 | 100 KL capacity |
| 960 | 150KL capacity |
| 961 | 200KL capacity |
| 962 | 250KL capacity |
| 963 | 300KL capacity |
| 964 | 400KL capacity |
| 965 | 500KL capacity |
| 966 | 600 KL capacity |
| 967 | 700 KL capacity |
| 968 | 800 KL capacity |
| 969 | 900 KL capacity |
| 970 | 1000 KL capacity |
| 971 | 1250 KL capacity |
| 972 | 1500 KL capacity |
| 973 | 1750 KL capacity |
| 974 | 2000 KL capacity |
| 975 | Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC ZONE-III & STAGING 20 M |
| 976 | 100 KL capacity |
| 977 | 150KL capacity |
| 978 | 200KL capacity |
| 979 | 250KL capacity |
| 980 | 300KL capacity |
| 981 | 400KL capacity |
| 982 | 500KL capacity |
| 983 | 600 KL capacity |
| 984 | 700 KL capacity |
| 985 | 800 KL capacity |
| 986 | 900 KL capacity |
| 987 | 1000 KL capacity |
| 988 | 1250 KL capacity |
| 989 | 1500 KL capacity |
| 990 | 1750 KL capacity |
| 991 | 2000 KL capacity |
| 992 | Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC ZONE-IV & STAGING 20 M |
| 993 | 100 KL capacity |
| 994 | 150KL capacity |
| 995 | 200KL capacity |
| 996 | 250KL capacity |
| 997 | 300KL capacity |
| 998 | 400KL capacity |
| 999 | 500KL capacity |
| 1000 | 600 KL capacity |
| 1001 | 700 KL capacity |
| 1002 | 800 KL capacity |
| 1003 | 900 KL capacity |
| 1004 | 1000 KL capacity |
| 1005 | 1250 KL capacity |
| 1006 | 1500 KL capacity |
| 1007 | 1750 KL capacity |
| 1008 | 2000 KL capacity |
| 1009 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 20 M |
| 1010 | 100 KL capacity |
| 1011 | 150KL capacity |
| 1012 | 200KL capacity |
| 1013 | 250KL capacity |
| 1014 | 300KL capacity |
| 1015 | 400KL capacity |
| 1016 | 500KL capacity |
| 1017 | 600 KL capacity |
| 1018 | 700 KL capacity |
| 1019 | 800 KL capacity |
| 1020 | 900 KL capacity |
| 1021 | 1000 KL capacity |
| 1022 | 1250 KL capacity |
| 1023 | 1500 KL capacity |
| 1024 | 1750 KL capacity |
| 1025 | 2000 KL capacity |
| 1026 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M |
| 1027 | 100 KL capacity |
| 1028 | 150KL capacity |
| 1029 | 200KL capacity |
| 1030 | 250KL capacity |
| 1031 | 300KL capacity |
| 1032 | 400KL capacity |
| 1033 | 500KL capacity |
| 1034 | 600 KL capacity |
| 1035 | 700 KL capacity |
| 1036 | 800 KL capacity |
| 1037 | 900 KL capacity |
| 1038 | 1000 KL capacity |
| 1039 | 1250 KL capacity |
| 1040 | 1500 KL capacity |
| 1041 | 1750 KL capacity |
| 1042 | 2000 KL capacity |
| 1043 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 20 M |
| 1044 | 100 KL capacity |
| 1045 | 150KL capacity |
| 1046 | 200KL capacity |
| 1047 | 250KL capacity |
| 1048 | 300KL capacity |
| 1049 | 400KL capacity |
| 1050 | 500KL capacity |
| 1051 | 600 KL capacity |
| 1052 | 700 KL capacity |
| 1053 | 800 KL capacity |
| 1054 | 900 KL capacity |
| 1055 | 1000 KL capacity |
| 1056 | 1250 KL capacity |
| 1057 | 1500 KL capacity |
| 1058 | 1750 KL capacity |
| 1059 | 2000 KL capacity |
| 1060 | Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-II & STAGING 20 M |
| 1061 | 100 KL capacity |
| 1062 | 150KL capacity |
| 1063 | 200KL capacity |
| 1064 | 250KL capacity |
| 1065 | 300KL capacity |
| 1066 | 400KL capacity |
| 1067 | 500KL capacity |
| 1068 | 600 KL capacity |
| 1069 | 700 KL capacity |
| 1070 | 800 KL capacity |
| 1071 | 900 KL capacity |
| 1072 | 1000 KL capacity |
| 1073 | 1250 KL capacity |
| 1074 | 1500 KL capacity |
| 1075 | 1750 KL capacity |
| 1076 | 2000 KL capacity |
| 1077 | Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-III & STAGING 20 M |
| 1078 | 100 KL capacity |
| 1079 | 150KL capacity |
| 1080 | 200KL capacity |
| 1081 | 250KL capacity |
| 1082 | 300KL capacity |
| 1083 | 400KL capacity |
| 1084 | 500KL capacity |
| 1085 | 600 KL capacity |
| 1086 | 700 KL capacity |
| 1087 | 800 KL capacity |
| 1088 | 900 KL capacity |
| 1089 | 1000 KL capacity |
| 1090 | 1250 KL capacity |
| 1091 | 1500 KL capacity |
| 1092 | 1750 KL capacity |
| 1093 | 2000 KL capacity |
| 1094 | Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-IV & STAGING 20 M |
| 1095 | 100 KL capacity |
| 1096 | 150KL capacity |
| 1097 | 200KL capacity |
| 1098 | 250KL capacity |
| 1099 | 300KL capacity |
| 1100 | 400KL capacity |
| 1101 | 500KL capacity |
| 1102 | 600 KL capacity |
| 1103 | 700 KL capacity |
| 1104 | 800 KL capacity |
| 1105 | 900 KL capacity |
| 1106 | 1000 KL capacity |
| 1107 | 1250 KL capacity |
| 1108 | 1500 KL capacity |
| 1109 | 1750 KL capacity |
| 1110 | 2000 KL capacity |
| 1111 | Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC ZONE-II & STAGING 22 M |
| 1112 | 100 KL capacity |
| 1113 | 150KL capacity |
| 1114 | 200KL capacity |
| 1115 | 250KL capacity |
| 1116 | 300KL capacity |
| 1117 | 400KL capacity |
| 1118 | 500KL capacity |
| 1119 | 600 KL capacity |
| 1120 | 700 KL capacity |
| 1121 | 800 KL capacity |
| 1122 | 900 KL capacity |
| 1123 | 1000 KL capacity |
| 1124 | 1250 KL capacity |
| 1125 | 1500 KL capacity |
| 1126 | 1750 KL capacity |
| 1127 | 2000 KL capacity |
| 1128 | Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC ZONE-III & STAGING 22 M |
| 1129 | 100 KL capacity |
| 1130 | 150KL capacity |
| 1131 | 200KL capacity |
| 1132 | 250KL capacity |
| 1133 | 300KL capacity |
| 1134 | 400KL capacity |
| 1135 | 500KL capacity |
| 1136 | 600 KL capacity |
| 1137 | 700 KL capacity |
| 1138 | 800 KL capacity |
| 1139 | 900 KL capacity |
| 1140 | 1000 KL capacity |
| 1141 | 1250 KL capacity |
| 1142 | 1500 KL capacity |
| 1143 | 1750 KL capacity |
| 1144 | 2000 KL capacity |
| 1145 | Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC ZONE-IV & STAGING 22 M |
| 1146 | 100 KL capacity |
| 1147 | 150KL capacity |
| 1148 | 200KL capacity |
| 1149 | 250KL capacity |
| 1150 | 300KL capacity |
| 1151 | 400KL capacity |
| 1152 | 500KL capacity |
| 1153 | 600 KL capacity |
| 1154 | 700 KL capacity |
| 1155 | 800 KL capacity |
| 1156 | 900 KL capacity |
| 1157 | 1000 KL capacity |
| 1158 | 1250 KL capacity |
| 1159 | 1500 KL capacity |
| 1160 | 1750 KL capacity |
| 1161 | 2000 KL capacity |
| 1162 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 22 M |
| 1163 | 100 KL capacity |
| 1164 | 150KL capacity |
| 1165 | 200KL capacity |
| 1166 | 250KL capacity |
| 1167 | 300KL capacity |
| 1168 | 400KL capacity |
| 1169 | 500KL capacity |
| 1170 | 600 KL capacity |
| 1171 | 700 KL capacity |
| 1172 | 800 KL capacity |
| 1173 | 900 KL capacity |
| 1174 | 1000 KL capacity |
| 1175 | 1250 KL capacity |
| 1176 | 1500 KL capacity |
| 1177 | 1750 KL capacity |
| 1178 | 2000 KL capacity |
| 1179 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 22 M |
| 1180 | 100 KL capacity |
| 1181 | 150KL capacity |
| 1182 | 200KL capacity |
| 1183 | 250KL capacity |
| 1184 | 300KL capacity |
| 1185 | 400KL capacity |
| 1186 | 500KL capacity |
| 1187 | 600 KL capacity |
| 1188 | 700 KL capacity |
| 1189 | 800 KL capacity |
| 1190 | 900 KL capacity |
| 1191 | 1000 KL capacity |
| 1192 | 1250 KL capacity |
| 1193 | 1500 KL capacity |
| 1194 | 1750 KL capacity |
| 1195 | 2000 KL capacity |
| 1196 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 22 M |
| 1197 | 100 KL capacity |
| 1198 | 150KL capacity |
| 1199 | 200KL capacity |
| 1200 | 250KL capacity |
| 1201 | 300KL capacity |
| 1202 | 400KL capacity |
| 1203 | 500KL capacity |
| 1204 | 600 KL capacity |
| 1205 | 700 KL capacity |
| 1206 | 800 KL capacity |
| 1207 | 900 KL capacity |
| 1208 | 1000 KL capacity |
| 1209 | 1250 KL capacity |
| 1210 | 1500 KL capacity |
| 1211 | 1750 KL capacity |
| 1212 | 2000 KL capacity |
| 1213 | Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-II & STAGING 22 M |
| 1214 | 100 KL capacity |
| 1215 | 150KL capacity |
| 1216 | 200KL capacity |
| 1217 | 250KL capacity |
| 1218 | 300KL capacity |
| 1219 | 400KL capacity |
| 1220 | 500KL capacity |
| 1221 | 600 KL capacity |
| 1222 | 700 KL capacity |
| 1223 | 800 KL capacity |
| 1224 | 900 KL capacity |
| 1225 | 1000 KL capacity |
| 1226 | 1250 KL capacity |
| 1227 | 1500 KL capacity |
| 1228 | 1750 KL capacity |
| 1229 | 2000 KL capacity |
| 1230 | Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-III & STAGING 22 M |
| 1231 | 100 KL capacity |
| 1232 | 150KL capacity |
| 1233 | 200KL capacity |
| 1234 | 250KL capacity |
| 1235 | 300KL capacity |
| 1236 | 400KL capacity |
| 1237 | 500KL capacity |
| 1238 | 600 KL capacity |
| 1239 | 700 KL capacity |
| 1240 | 800 KL capacity |
| 1241 | 900 KL capacity |
| 1242 | 1000 KL capacity |
| 1243 | 1250 KL capacity |
| 1244 | 1500 KL capacity |
| 1245 | 1750 KL capacity |
| 1246 | 2000 KL capacity |
| 1247 | Rates for RCC OHSR,SBC 18 T/sqm, SEISMIC ZONE-IV & STAGING 22 M |
| 1248 | 100 KL capacity |
| 1249 | 150KL capacity |
| 1250 | 200KL capacity |
| 1251 | 250KL capacity |
| 1252 | 300KL capacity |
| 1253 | 400KL capacity |
| 1254 | 500KL capacity |
| 1255 | 600 KL capacity |
| 1256 | 700 KL capacity |
| 1257 | 800 KL capacity |
| 1258 | 900 KL capacity |
| 1259 | 1000 KL capacity |
| 1260 | 1250 KL capacity |
| 1261 | 1500 KL capacity |
| 1262 | 1750 KL capacity |
| 1263 | 2000 KL capacity |
| 1264 | For staging above 22 Mtr ( only in exceptional condition where hydraulics not permit) add 2% per Mtr above 22 Mtr. |
| 1265 | Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - |
| 1266 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. |
| 1267 | h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 1268 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 |
| 1269 | 50 KL capacity |
| 1270 | 75 KL capacity |
| 1271 | 100 KL capacity |
| 1272 | 150KL capacity |
| 1273 | 200KL capacity |
| 1274 | 250KL capacity |
| 1275 | 300KL capacity |
| 1276 | Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 |
| 1277 | 50 KL capacity |
| 1278 | 75 KL capacity |
| 1279 | 100 KL capacity |
| 1280 | 150KL capacity |
| 1281 | 200KL capacity |
| 1282 | 250KL capacity |
| 1283 | 300KL capacity |
| 1284 | Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: - |
| 1285 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. .b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. |
| 1286 | h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k)Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 1287 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE2,3 & 4 |
| 1288 | 400 KL capacity |
| 1289 | Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 |
| 1290 | 400 KL capacity |
| 1291 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3. |
| 1292 | 500 KL capacity |
| 1293 | 600 KL capacity |
| 1294 | 700 KL capacity |
| 1295 | 800 KL capacity |
| 1296 | 900 KL capacity |
| 1297 | 1000 KL capacity |
| 1298 | Rates for RCC Partially Underground type clear water reservoir SBC 12.5 T/sqm, SEISMIC ZONE-2 & 3. |
| 1299 | 500 KL capacity |
| 1300 | 600 KL capacity |
| 1301 | 700 KL capacity |
| 1302 | 800 KL capacity |
| 1303 | 900 KL capacity |
| 1304 | 1000 KL capacity |
| 1305 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-4 |
| 1306 | 500 KL capacity |
| 1307 | 600 KL capacity |
| 1308 | 700 KL capacity |
| 1309 | 800 KL capacity |
| 1310 | 900 KL capacity |
| 1311 | 1000 KL capacity |
| 1312 | Rates for RCC Partially Underground type clear water reservoir SBC 12.5 T/sqm, SEISMIC ZONE-4 |
| 1313 | 500 KL capacity |
| 1314 | 600 KL capacity |
| 1315 | 700 KL capacity |
| 1316 | 800 KL capacity |
| 1317 | 900 KL capacity |
| 1318 | 1000 KL capacity |
| 1319 | Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3 |
| 1320 | 500 KL capacity |
| 1321 | 600 KL capacity |
| 1322 | 700 KL capacity |
| 1323 | 800 KL capacity |
| 1324 | 900 KL capacity |
| 1325 | 1000 KL capacity |
| 1326 | Rates for RCC Underground type clear water reservoir SBC 12.5 T/sqm, SEISMIC ZONE- 2 & 3 |
| 1327 | 500 KL capacity |
| 1328 | 600 KL capacity |
| 1329 | 700 KL capacity |
| 1330 | 800 KL capacity |
| 1331 | 900 KL capacity |
| 1332 | 1000 KL capacity |
| 1333 | Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-4 |
| 1334 | 500 KL capacity |
| 1335 | 600 KL capacity |
| 1336 | 700 KL capacity |
| 1337 | 800 KL capacity |
| 1338 | 900 KL capacity |
| 1339 | 1000 KL capacity |
| 1340 | Rates for RCC Underground type clear water reservoir SBC 12.5 T/sqm, SEISMIC ZONE-4 |
| 1341 | 500 KL capacity |
| 1342 | 600 KL capacity |
| 1343 | 700 KL capacity |
| 1344 | 800 KL capacity |
| 1345 | 900 KL capacity |
| 1346 | 1000 KL capacity |
| 1347 | Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: - |
| 1348 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work.c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type). |
| 1349 | i) Providing and fixing MS ladder from ground to top slab with safety cage. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 1350 | Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III andSBC18T/sqm |
| 1351 | 50 KL capacity |
| 1352 | 100 KL capacity |
| 1353 | 150 KL capacity |
| 1354 | 200 KL capacity |
| 1355 | 250 KL capacity |
| 1356 | 300 KL capacity |
| 1357 | 400 KL capacity |
| 1358 | 500 KL capacity |
| 1359 | Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-4 & SBC 18T/sqm |
| 1360 | 50 KL capacity |
| 1361 | 100 KL capacity |
| 1362 | 150 KL capacity |
| 1363 | 200 KL capacity |
| 1364 | 250 KL capacity |
| 1365 | 300 KL capacity |
| 1366 | 400 KL capacity |
| 1367 | 500 KL capacity |
| 1368 | Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. |
| 1369 | 50 mm |
| 1370 | 65 mm |
| 1371 | 80 mm |
| 1372 | 100 mm |
| 1373 | Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. |
| 1374 | 100 mm |
| 1375 | 150 mm |
| 1376 | 200 mm |
| 1377 | 250 mm |
| 1378 | 300 mm |
| 1379 | 350 mm |
| 1380 | 400 mm |
| 1381 | 450 mm |
| 1382 | 500 mm |
| 1383 | 600 mm |
| 1384 | 700 mm |
| 1385 | Note: The rates for DI double flanged pipes shall be reduced 5%, if used other than OHSR pipes. |
| 1386 | Earth work, Road cutting, restoration & trenchless laying |
| 1387 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil |
| 1388 | Add extra for trenches for every additional lift over item no 4.1 |
| 1389 | Above 1.5 mtr and up to 3.0 mtr. |
| 1390 | Above 3.0 mtr and up to 4.5 mtr. |
| 1391 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: |
| 1392 | Ordinary rock |
| 1393 | Hard rock (requiring blasting) |
| 1394 | Hard rock(blasting prohibited) |
| 1395 | Add extra for trenches for every additional lift over item no 4.3 |
| 1396 | Above 1.5 mtr and up to 3.0 mtr. |
| 1397 | Above 3.0 mtr and up to 4.5 mtr. |
| 1398 | Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 1399 | Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. |
| 1400 | Bituminous courses |
| 1401 | Granular courses |
| 1402 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 1403 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 1404 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 1405 | Plain cement concrete pavementof M-30 Grade |
| 1406 | Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) |
| 1407 | 60 mm thick. |
| 1408 | 80 mm thick. |
| 1409 | 100 mm thick |
| 1410 | Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling,excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work.Excluding cost of pipe line.Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads. |
| 1411 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. |
| 1412 | 300 mm Dia 8 mm thick casing pipe. |
| 1413 | 400 mm Dia 8 mm thick casing pipe . |
| 1414 | 500 mm Dia 8 mm thick casing pipe . |
| 1415 | 600 mm Dia 10 mm thick casing pipe . |
| 1416 | 700 mm Dia 10 mm thick casing pipe . |
| 1417 | Pump sets |
| 1418 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at syncronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 1419 | Centrifugal Monoblock Pump set (Single Stage) |
| 1420 | 2.2 KW (3.0 HP) |
| 1421 | 3.7 KW (5.0 HP) |
| 1422 | 5.5 KW (7.5 HP) |
| 1423 | 7.5 KW (10 HP) |
| 1424 | 9.3 KW (12.5 HP) |
| 1425 | 11.0 KW (15 HP) |
| 1426 | 15.0 KW (20.0 HP) |
| 1427 | 18.5 KW (25.0 HP) |
| 1428 | Centrifugal Monoblock Pump set (Double Stage) |
| 1429 | 3.7 KW (5.0 HP) |
| 1430 | 5.5 KW (7.5 HP) |
| 1431 | 7.5 KW (10.0 HP) |
| 1432 | 9.3 KW (12.5 HP) |
| 1433 | 11.0 KW (15.0 HP) |
| 1434 | 15.0 KW (20.0 HP) |
| 1435 | Vacuum Pump set (Monoblock) |
| 1436 | Providing, installation, testing and commissioning of Mono block Vacuum pump set with base plate including C.C. foundation / cross channels / RSJ frame and foundation bolts etc complete in all respect as perspecification, scope of work and direction of Engineer in Charge. |
| 1437 | 0.75 KW (1 HP), single Ph |
| 1438 | 2.2 KW (3 HP), three Ph |
| 1439 | Vacuum Pump set (Coupled) |
| 1440 | Providing, installation, testing and commissioning of Vacuum pump set with horizontal foot mounted TEFC squirrel cage motor working on three phase 50 Hz, 415 Volts +/- 10% with base plate including cost of flexible couplings, coupling guard etc complete in all respect as perspecification, scope of work and direction of Engineer in Charge. |
| 1441 | 3.7 KW (5.0 HP) |
| 1442 | 7.5 KW (10.0 HP) |
| 1443 | Providing, installation, testing and commissioningof Submerged Centrifugal Pump sets with motor 4 pole sychronised speed of 1500 rpm ( water immersed, dry air filled, class \"F\" insulated TEWC motor integrally mounted on volute casing pump sets for drinking water ) 3 phase, +/- 3%, 415 volt +/- 10%, along with suitable foundation/ installation device and with 10 mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS, etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 1444 | 15 KW |
| 1445 | 18.5 KW |
| 1446 | 22 KW |
| 1447 | 30 KW |
| 1448 | 37 KW |
| 1449 | 45 KW |
| 1450 | 55 KW |
| 1451 | 75 KW |
| 1452 | 90 KW |
| 1453 | 110 KW |
| 1454 | 125 KW |
| 1455 | 132 KW |
| 1456 | 160 KW |
| 1457 | 180 KW |
| 1458 | 200 KW |
| 1459 | Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 1460 | 2.2 KW (3.0 HP) |
| 1461 | 3.7 KW (5.0 HP) |
| 1462 | 5.5 KW (7.5 HP) |
| 1463 | 7.5 KW (10 HP) |
| 1464 | 9.3 KW (12.5 HP) |
| 1465 | 11.0 KW (15 HP) |
| 1466 | 15.0 KW (20.0 HP) |
| 1467 | Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditionsmentioned in TD. |
| 1468 | 0.75 KW (1.0 HP) |
| 1469 | 1.5 KW (2.0 HP) |
| 1470 | 2.2 KW (3.0 HP) |
| 1471 | 3.7 KW (5.0 HP ) |
| 1472 | Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at syncronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ. |
| 1473 | Discharge 20 to 30 LPS and head 20 to 30 M |
| 1474 | Discharge 20 to 30 LPS and head 31 to 40 M |
| 1475 | Discharge 20 to 30 LPS and head 41 to 50 M |
| 1476 | Discharge 20 to 30 LPS and head 51 to 60 M |
| 1477 | Discharge 20 to 30 LPS and head 61 to 70 M |
| 1478 | Discharge 20 to 30 LPS and head 71 to 80 M |
| 1479 | Discharge 20 to 30 LPS and head 81 to 90 M |
| 1480 | Discharge 31 t0 40 LPS and head 20 to 30 M |
| 1481 | Discharge 31 t0 40 LPS and head 31 to 40 M |
| 1482 | Discharge 31 t0 40 LPS and head 41 to 50 M |
| 1483 | Discharge 31 t0 40 LPS and head 51 to 60 M |
| 1484 | Discharge 31 t0 40 LPS and head 61 to 70 M |
| 1485 | Discharge 31 to 40 LPS and head 71 to 80 M |
| 1486 | Discharge 31 to 40 LPS and head 81 to 90 M |
| 1487 | Discharge 41 t0 50 LPS and head 20 to 30 M |
| 1488 | Discharge 41 t0 50 LPS and head 31 to 40 M |
| 1489 | Discharge 41 t0 50 LPS and head 41 to 50 M |
| 1490 | Discharge 41 t0 50 LPS and head 51 to 60 M |
| 1491 | Discharge 41 t0 50 LPS and head 61 to 70 M |
| 1492 | Discharge 41 to 50 LPS and head 71 to 80 M |
| 1493 | Discharge 41 to 50 LPS and head 81 to 90 M |
| 1494 | Discharge 51 to 60 LPS and head 20 to 30 M |
| 1495 | Discharge 51 to 60 LPS and head 31 to 40 M |
| 1496 | Discharge 51 to 60 LPS and head 41 to 50 M |
| 1497 | Discharge 51 to 60 LPS and head 51 to 60 M |
| 1498 | Discharge 51 to 60 LPS and head 61 to 70 M |
| 1499 | Discharge 51 to 60 LPS and head 71 to 80 M |
| 1500 | Discharge 51 to 60 LPS and head 81 to 90 M |
| 1501 | Discharge 61 to 70 LPS and head 20 to 30 M |
| 1502 | Discharge 61 to 70 LPS and head 31 to 40 M |
| 1503 | Discharge 61 to 70 LPS and head 41 to 50 M |
| 1504 | Discharge 61 to 70 LPS and head 51 to 60 M |
| 1505 | Discharge 61 to 70 LPS and head 61 to 70 M |
| 1506 | Discharge 61 to 70 LPS and head 71 to 80 M |
| 1507 | Discharge 61 to 70 LPS and head 81 to 90 M |
| 1508 | Discharge 71 to 80 LPS and head 20 to 30 M |
| 1509 | Discharge 71 to 80 LPS and head 31 to 40 M |
| 1510 | Discharge 71 to 80 LPS and head 41 to 50 M |
| 1511 | Discharge 71 to 80 LPS and head 51 to 60 M |
| 1512 | Discharge 71 to 80 LPS and head 61 to 70 M |
| 1513 | Discharge 71 to 80 LPS and head 71 to 80 M |
| 1514 | Discharge 71 to 80 LPS and head 81 to 90 M |
| 1515 | Discharge 81 to 90 LPS and head 20 to 30 M |
| 1516 | Discharge 81 to 90 LPS and head 31 to 40 M |
| 1517 | Discharge 81 to 90 LPS and head 41 to 50 M |
| 1518 | Discharge 81 to 90 LPS and head 51 to 60 M |
| 1519 | Discharge 81 to 90 LPS and head 61 to 70 M |
| 1520 | Discharge 81 to 90 LPS and head 71 to 80 M |
| 1521 | Discharge 81 to 90 LPS and head 81 to 90 M |
| 1522 | Discharge 91 to 100 LPS and head 20 to 30 M |
| 1523 | Discharge 91 to 100 LPS and head 31 to 40 M |
| 1524 | Discharge 91 to 100 LPS and head 41 to 50 M |
| 1525 | Discharge 91 to 100 LPS and head 51 to 60 M |
| 1526 | Discharge 91 to 100 LPS and head 61 to 70 M |
| 1527 | Discharge 91 to 100 LPS and head 71 to 80 M |
| 1528 | Discharge 91 to 100 LPS and head 81 to 90 M |
| 1529 | Discharge 101 to 120 LPS and head 20 to 30 M |
| 1530 | Discharge 101 to 120 LPS and head 31 to 40 M |
| 1531 | Discharge 101 to 120 LPS and head 41 to 50 M |
| 1532 | Discharge 101 to 120 LPS and head 51 to 60 M |
| 1533 | Discharge 101 to 120 LPS and head 61 to 70 M |
| 1534 | Discharge 101to 120 LPS and head 71 to 80 M |
| 1535 | Discharge 101to 120 LPS and head 81 to 90 M |
| 1536 | Discharge 121 to 140 LPS and head 20 to 30 M |
| 1537 | Discharge 121 to 140 LPS and head 31 to 40 M |
| 1538 | Discharge 121 to 140 LPS and head 41 to 50 M |
| 1539 | Discharge 121 to 140 LPS and head 51 to 60 M |
| 1540 | Discharge 121 to 140 LPS and head 61 to 70 M |
| 1541 | Discharge 121 to 140 LPS and head 71 to 80 M |
| 1542 | Discharge 121 to 140 LPS and head 81 to 90 M |
| 1543 | Discharge 141 to 160 LPS and head 20 to 30 M |
| 1544 | Discharge 141 to 160 LPS and head 31 to 40 M |
| 1545 | Discharge 141 to 160 LPS and head 41 to 50 M |
| 1546 | Discharge 141 to 160 LPS and head 51 to 60 M |
| 1547 | Discharge 141 to 160 LPS and head 61 to 70 M |
| 1548 | Discharge 141 to 160 LPS and head 71 to 80 M |
| 1549 | Discharge 141 to 160 LPS and head 81 to 90 M |
| 1550 | Discharge 161 to 180 LPS and head 20 to 30 M |
| 1551 | Discharge 161 to 180 LPS and head 31 to 40 M |
| 1552 | Discharge 161 to 180 LPS and head 41 to 50 M |
| 1553 | Discharge 161 to 180 LPS and head 51 to 60 M |
| 1554 | Discharge 161 to 180 LPS and head 61 to 70 M |
| 1555 | Discharge 161 to 180 LPS and head 71 to 80 M |
| 1556 | Discharge 161 to 180LPS and head 81 to 90 M |
| 1557 | Discharge 181 to 200 LPS and head 20 to 30 M |
| 1558 | Discharge 181 to 200 LPS and head 31 to 40 M |
| 1559 | Discharge 181 to 200 LPS and head 41 to 50 M |
| 1560 | Discharge 181 to 200 LPS and head 51 to 60 M |
| 1561 | Discharge 181 to 200 LPS and head 61 to 70 M |
| 1562 | Discharge 181 to 200 LPS and head 71 to 80 M |
| 1563 | Discharge 181 to 200 LPS and head 81 to 90 M |
| 1564 | Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at syncronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ. |
| 1565 | Discharge 201 to 220 LPS and head 20 to 30 M |
| 1566 | Discharge 201 to 220 LPS and head 31 to 40 M |
| 1567 | Discharge 201 to 220 LPS and head 41 to 50 M |
| 1568 | Discharge 201 to 220 LPS and head 51 to 60 M |
| 1569 | Discharge 201 to 220 LPS and head 61 to 70 M |
| 1570 | Discharge 221 to 240 LPS and head 20 to 30 M |
| 1571 | Discharge 221 to 240 LPS and head 31 to 40 M |
| 1572 | Discharge 221 to 240 LPS and head 41 to 50 M |
| 1573 | Discharge 221 to 240 LPS and head 51 to 60 M |
| 1574 | Discharge 221 to 240 LPS and head 61 to 70 M |
| 1575 | Discharge 241 to 260 LPS and head 20 to 30 M |
| 1576 | Discharge 241 to 260 LPS and head 31 to 40 M |
| 1577 | Discharge 241 to 260 LPS and head 41 to 50 M |
| 1578 | Discharge 241 to 260 LPS and head 51 to 60 M |
| 1579 | Discharge 241 to 260 LPS and head 61 to 70 M |
| 1580 | Discharge 261 to 280 LPS and head 20 to 30 M |
| 1581 | Discharge 261 to 280 LPS and head 31 to 40 M |
| 1582 | Discharge 261 to 280 LPS and head 41 to 50 M |
| 1583 | Discharge 261 to 280 LPS and head 51 to 60 M |
| 1584 | Discharge 261 to 280 LPS and head 61 to 70 M |
| 1585 | Discharge 281 to 300 LPS and head 20 to 30 M |
| 1586 | Discharge 281 to 300 LPS and head 31 to 40 M |
| 1587 | Discharge 281 to 300 LPS and head 41 to 50 M |
| 1588 | Discharge 281 to 300 LPS and head 51 to 60 M |
| 1589 | Discharge 281 to 300 LPS and head 61 to 70 M |
| 1590 | Discharge 301 to 325 LPS and head 20 to 30 M |
| 1591 | Discharge 301 to 325 LPS and head 31 to 40 M |
| 1592 | Discharge 301 to 325 LPS and head 41 to 50 M |
| 1593 | Discharge 301 to 325 LPS and head 51 to 60 M |
| 1594 | Discharge 301 to 325 LPS and head 61 to 70 M |
| 1595 | Discharge 326 to 350 LPS and head 20 to 30 M |
| 1596 | Discharge 326 to 350 LPS and head 31 to 40 M |
| 1597 | Discharge 326 to 350 LPS and head 41 to 50 M |
| 1598 | Discharge 326 to 350 LPS and head 51 to 60 M |
| 1599 | Discharge 326 to 350 LPS and head 61 to 70 M |
| 1600 | Discharge 351 to 400 LPS and head 20 to 30 M |
| 1601 | Discharge 351to 400 LPS and head 31 to 40 M |
| 1602 | Discharge 351to 400 LPS and head 41 to 50 M |
| 1603 | Discharge 351 to 400 LPS and head 51 to 60 M |
| 1604 | Discharge 351 to 400 LPS and head 61 to 70 M |
| 1605 | Valves and Appurtenances |
| 1606 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 1607 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 1608 | 80 mm HW |
| 1609 | 100 mm HW |
| 1610 | 125 mm HW |
| 1611 | 150 mm HW |
| 1612 | 200 mm HW |
| 1613 | 250 mm HW |
| 1614 | 300 mm HW |
| 1615 | 350 mm with Gear |
| 1616 | 400 mm with Gear |
| 1617 | 450 mm with Gear |
| 1618 | 500 mm with Gear |
| 1619 | 600 mm with Gear |
| 1620 | Motorized Sluice Valves with Electric Actuator with integral starter of Class PN 1.0 |
| 1621 | 80 mm dia |
| 1622 | 100 mm dia |
| 1623 | 125 mm dia |
| 1624 | 150 mm dia |
| 1625 | 200 mm dia |
| 1626 | 250 mm dia |
| 1627 | 300 mm dia |
| 1628 | 350 mm dia |
| 1629 | 400 mm dia |
| 1630 | 450 mm dia |
| 1631 | 500 mm dia |
| 1632 | 600 mm dia. |
| 1633 | Providing, lowering, laying, aligning, fixing inposition CI D/F short body pattern type butterfly valves having body, disc and end cover in graded cast irongenerally conforming to (IS13095/1991amendedupto date), synthetic rubber faced ring secured on disc by retaining ring with SS steel screw stub shaft of SS riding in teflon bearing including C.C. foundation/ structural steel support, material,labour,testingalongwith pipe line andcommissioning asperTechnical Specifications andasper direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work |
| 1634 | Manually Operated Butterfly Valve PN-1.0 |
| 1635 | 100 mm dia ( With lever operated) |
| 1636 | 125 mm dia ( With lever operated) |
| 1637 | 150 mm dia ( With lever operated) |
| 1638 | 200 mm dia (With Gear Operated) |
| 1639 | 250 mm dia (With Gear Operated) |
| 1640 | 300 mm dia (With Gear Operated) |
| 1641 | 350 mm dia (With Gear Operated) |
| 1642 | 400 mm dia(With Gear Operated) |
| 1643 | 450 mm dia (With Gear Operated) |
| 1644 | 500 mm dia (With Gear Operated) |
| 1645 | 600 mm dia (With Gear Operated) |
| 1646 | 700 mm dia (With Gear Operated) |
| 1647 | 800 mm dia (With Gear Operated) |
| 1648 | 900 mm dia (With Gear Operated) |
| 1649 | 1000 mm dia (With Gear Operated) |
| 1650 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy(Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410 ,Hinge Maleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.of approved make (IS: 5312 amended upto date) of following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 1651 | Class PN 1.0 |
| 1652 | 80 mm dia |
| 1653 | 100 mm dia |
| 1654 | 125 mm dia |
| 1655 | 150 mm dia |
| 1656 | 200 mm dia |
| 1657 | 250 mm dia |
| 1658 | 300 mm dia |
| 1659 | 350 mm dia |
| 1660 | 400 mm dia |
| 1661 | 450 mm dia |
| 1662 | 500 mm dia |
| 1663 | 600 mm dia |
| 1664 | Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538.Epoxy (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside . Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O \"ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.as per API: 594 and flanges as per ISS of approved makeof following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 1665 | Class PN 1.0 |
| 1666 | 80 mm dia |
| 1667 | 100 mm dia |
| 1668 | 125 mm dia |
| 1669 | 150 mm dia |
| 1670 | 200 mm dia |
| 1671 | 250 mm dia |
| 1672 | 300 mm dia |
| 1673 | 350 mm dia |
| 1674 | 400 mm dia |
| 1675 | 450 mm dia |
| 1676 | 500 mm dia |
| 1677 | 600 mm dia |
| 1678 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 or screwed Screwed type shall have extcrnal pipe threads conforming to IS 554Fastners - CS Epoxy paint inside outside of food grade safe for drinking water ,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 1679 | Class PN 1.0 |
| 1680 | 15 mm S-1 Type |
| 1681 | 25 mm S-1 Type |
| 1682 | 40 mm S-1 Type |
| 1683 | 50 mm S-2 Type |
| 1684 | Class PN 1.6 |
| 1685 | 15 mm S-1 Type |
| 1686 | 25 mm S-1 Type |
| 1687 | 40 mm S-1 Type |
| 1688 | 50 mm S-2 Type |
| 1689 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 1690 | Class PN 1.0 |
| 1691 | 40 mm |
| 1692 | 50 mm |
| 1693 | 80 mm |
| 1694 | 100 mm |
| 1695 | 150 mm |
| 1696 | 200 mm |
| 1697 | Class PN 1.6 |
| 1698 | 40 mm |
| 1699 | 50 mm |
| 1700 | 80 mm |
| 1701 | 100 mm |
| 1702 | 150 mm |
| 1703 | 200 mm |
| 1704 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications:Governing standard - AWWA C512/ IS:14845:2000(ammended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200 ,Float- LP ball & HP ball : AISI 304 stainless Steel, Float Guide- HTB1,Seat ring & Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside Fastners - CS/ Galvenised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, with CI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedupto date) PN 1.0 ratings Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 1705 | Class PN 1.0 |
| 1706 | 40 mm |
| 1707 | 50 mm |
| 1708 | 80 mm |
| 1709 | 100 mm |
| 1710 | 150 mm |
| 1711 | 200 mm |
| 1712 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 1713 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 1714 | 80 mm dia |
| 1715 | 100 mm dia |
| 1716 | 125 mm dia |
| 1717 | 150 mm dia |
| 1718 | 200 mm dia |
| 1719 | 250 mm dia |
| 1720 | 300 mm dia |
| 1721 | 350 mm dia |
| 1722 | 400 mm dia |
| 1723 | 450 mm dia |
| 1724 | 500 mm dia |
| 1725 | 600 mm dia. |
| 1726 | 700 mm dia. With Gear |
| 1727 | 800 mm dia. With Gear |
| 1728 | 900 mm dia. With Gear |
| 1729 | 1000 mm dia. With Gear |
| 1730 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.0 |
| 1731 | 80 mm dia |
| 1732 | 100 mm dia |
| 1733 | 125 mm dia |
| 1734 | 150 mm dia |
| 1735 | 200 mm dia |
| 1736 | 250 mm dia |
| 1737 | 300 mm dia |
| 1738 | 350 mm dia |
| 1739 | 400 mm dia |
| 1740 | 450 mm dia |
| 1741 | 500 mm dia |
| 1742 | 600 mm dia. |
| 1743 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6 |
| 1744 | 80 mm dia |
| 1745 | 100 mm dia |
| 1746 | 125 mm dia |
| 1747 | 150 mm dia |
| 1748 | 200 mm dia |
| 1749 | 250 mm dia |
| 1750 | 300 mm dia |
| 1751 | 350 mm dia |
| 1752 | 400 mm dia |
| 1753 | 450 mm dia |
| 1754 | 500 mm dia |
| 1755 | 600 mm dia. |
| 1756 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR \"O \"ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 1757 | Class PN 1.6, Manually Operated with Gear |
| 1758 | 100 mm dia |
| 1759 | 150 mm dia |
| 1760 | 200 mm dia |
| 1761 | 250 mm dia |
| 1762 | 300 mm dia |
| 1763 | 350 mm dia |
| 1764 | 400 mm dia |
| 1765 | 450 mm dia |
| 1766 | 500 mm dia |
| 1767 | 600 mm dia |
| 1768 | 700 mm dia |
| 1769 | 800 mm dia. |
| 1770 | 900 mm dia. |
| 1771 | 1000 mm dia. |
| 1772 | Class PN1.6 Manually Operated With Gear |
| 1773 | 100 mm dia |
| 1774 | 150 mm dia |
| 1775 | 200 mm dia |
| 1776 | 250 mm dia |
| 1777 | 300 mm dia |
| 1778 | 350 mm dia |
| 1779 | 400 mm dia |
| 1780 | 450 mm dia |
| 1781 | 500 mm dia |
| 1782 | 600 mm dia |
| 1783 | 700 mm dia. |
| 1784 | 800 mm dia. |
| 1785 | 900 mm dia. |
| 1786 | 1000 mm dia. |
| 1787 | Class PN 1.0, Motorised Operated |
| 1788 | 200 mm dia |
| 1789 | 250 mm dia |
| 1790 | 300 mm dia |
| 1791 | 350 mm dia |
| 1792 | 400 mm dia |
| 1793 | 450 mm dia |
| 1794 | 500 mm dia |
| 1795 | 600 mm dia |
| 1796 | 700 mm dia |
| 1797 | 800 mm dia. |
| 1798 | 900 mm dia. |
| 1799 | 1000 mm dia. |
| 1800 | Class PN 1.6, Motorised Operated |
| 1801 | 200 mm dia |
| 1802 | 250 mm dia |
| 1803 | 300 mm dia |
| 1804 | 350 mm dia |
| 1805 | 400 mm dia |
| 1806 | 450 mm dia |
| 1807 | 500 mm dia |
| 1808 | 600 mm dia |
| 1809 | 700 mm dia. |
| 1810 | 800 mm dia. |
| 1811 | 900 mm dia. |
| 1812 | 1000 mm dia. |
| 1813 | Providing, lowering, aligning, fixing in position in pipe line, DIresilient seated (soft seated) Concentric Wafer type,Butterfly valves of approved make of following Pressure rating & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications:Body-Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc - DI (same as body material) / CS,Face to face dimensions as per DIN 3202 F4/ IS 13095 ,Flanges Drilled as per IS:1538 ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside .Liner & Disc seal - EPDM/ Neoprene (food grade quality) ,Shaft of SS- AISI- 410/420 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR \"O \"ring seal , Nut-Bolt confirming to IS:1363 and IS: 1367/ Galvenised steel, Insersion rubber of black EPDM 6mm thick ,Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 1814 | Class PN 1.6, Wafer Tpe |
| 1815 | 80 mm (Lever Operated) |
| 1816 | 100 mm (Lever Operated) |
| 1817 | 125 mm (Lever Operated |
| 1818 | 150 mm (Lever Opearted) |
| 1819 | 200 mm (with Gear) |
| 1820 | 250 mm (with Gear) |
| 1821 | 300 mm (with Gear) |
| 1822 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions,Face to face dimensions as per IS 5312 (part -1):2004Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brasswith EPDM/NBR \"O \"ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel)Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 1823 | Class PN 1.6 |
| 1824 | 80 mm dia |
| 1825 | 100 mm dia |
| 1826 | 125 mm dia |
| 1827 | 150 mm dia |
| 1828 | 200 mm dia |
| 1829 | 250 mm dia |
| 1830 | 300 mm dia |
| 1831 | 350 mm dia |
| 1832 | 400 mm dia |
| 1833 | 450 mm dia |
| 1834 | 500 mm dia |
| 1835 | 600 mm dia |
| 1836 | Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O \"ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 1837 | Class PN 1.6 |
| 1838 | 80 mm dia |
| 1839 | 100 mm dia |
| 1840 | 125 mm dia |
| 1841 | 150 mm dia |
| 1842 | 200 mm dia |
| 1843 | 250 mm dia |
| 1844 | 300 mm dia |
| 1845 | 350 mm dia |
| 1846 | 400 mm dia |
| 1847 | 450 mm dia |
| 1848 | 500 mm dia |
| 1849 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(ammended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fastners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedupto date) PN 1.6 ratings Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 1850 | Class PN 1.6 |
| 1851 | 40 mm dia |
| 1852 | 50 mm dia |
| 1853 | 80 mm dia |
| 1854 | 100 mm dia |
| 1855 | 150 mm dia |
| 1856 | 200 mm dia |
| 1857 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications:Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBRDrilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside Fastners - CS/ Galvenised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512.), Valve including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 1858 | Class PN 1.6 |
| 1859 | 50 mm dia |
| 1860 | 80 mm dia |
| 1861 | 100 mm dia |
| 1862 | 150 mm dia |
| 1863 | 200 mm dia |
| 1864 | Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications:Body-Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030,Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 420/ Gr 1.4021Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 304,Nut- Bolts - SS, Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2.Insersion rubber of black EPDM 6mm thick ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied bothinside and outside . Suitablesupport structure as per directions of EIC including jointing & jointing material,labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge.Note: Rates are exclusive of tail piece/ dismantling joints and |
| 1865 | Plunger Type Flow Control Valve |
| 1866 | 80 mm dia |
| 1867 | 100mm dia |
| 1868 | 125 mm dia |
| 1869 | 150mm dia |
| 1870 | 200mm dia |
| 1871 | 250mm dia |
| 1872 | 300mm dia |
| 1873 | 350mm dia |
| 1874 | 400mm dia |
| 1875 | 450mm dia |
| 1876 | 500mm dia |
| 1877 | 600mm dia |
| 1878 | 700mm dia |
| 1879 | 800mm dia |
| 1880 | 900mm dia |
| 1881 | 1000mm dia |
| 1882 | Providing, lowering, aligning and fixing in position DI D/F Diaphragm typePressure Reducing / Flow ControlValve of approved make of following Pressure rating & dia complete and of following specifications:Body & Bonet -Ductile cast iron of grade GGG40/GGG50 as per DIN 1693or ASTM A 536, Diaphragm and Resilient seal disc - Flexible, non-wicking nylon fabric reinforced synthetic elastomer -Buna-N / EPDM(FDA / WRASapproved), Body Seat Ring - Cast stainless steel ASTM- A 351 GR. CF8M / AISI- 316, raised, replaceable inline & onsiteStem - Stainless Steel, AISI-316, raised, replaceable inline & onsite Spring & Bearing bush-Stainless Steel, AISI-316 ,Disc guide, disc retainer & diaphragm washer - Stainless Steel, AISI-304/ 316/Bronze ,Seal-EPDM/ NBR ,Pilot Body- Stainless Steel, AISI-304/ CF8 or Brass Tubing - Stainless Steel, AISI-304 / Copper ,Solenoid Valve- Stainless Steel, AISI-316 ,Throttling plug -Stainless Steel, AISI-304, Nut- Bolts - SS Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2.nsersion rubber of black EPDM 6mm thick Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied bothinside and outside. Suitablesupport structure as per directions of EIC including jointing & jointing material,labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 1883 | Pilot operated SCADA Compitable Diaphragm Type Pressure Reducing Valves (Class PN 1.6) |
| 1884 | 80 mm dia |
| 1885 | 100 mm dia |
| 1886 | 125 mm dia |
| 1887 | 150 mm dia |
| 1888 | 200 mm dia |
| 1889 | 250 mm dia |
| 1890 | 300 mm dia |
| 1891 | 350 mm dia |
| 1892 | 400 mm dia |
| 1893 | 450 mm dia |
| 1894 | 500 mm dia |
| 1895 | 600 mm dia |
| 1896 | Diaphragm Type Flow Control Valve With Electrical Actuator suitable for scada (PN 1.6 ) |
| 1897 | 80 mm dia |
| 1898 | 100 mm dia |
| 1899 | 125 mm dia |
| 1900 | 150 mm dia |
| 1901 | 200 mm dia |
| 1902 | 250 mm dia |
| 1903 | 300 mm dia |
| 1904 | 350 mm dia |
| 1905 | 400 mm dia |
| 1906 | 450 mm dia |
| 1907 | 500 mm dia |
| 1908 | 600 mm dia |
| 1909 | Dismantling/ Expansion Joints |
| 1910 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 1911 | 80 mm dia |
| 1912 | 100 mm dia. |
| 1913 | 125 mm dia. |
| 1914 | 150 mm dia. |
| 1915 | 200 mm dia. |
| 1916 | 250 mm dia. |
| 1917 | 300 mm dia. |
| 1918 | 350 mm dia. |
| 1919 | 400 mm dia. |
| 1920 | 450 mm dia. |
| 1921 | 500 mm dia. |
| 1922 | 600 mm dia. |
| 1923 | Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. |
| 1924 | 80 mm dia |
| 1925 | 100 mm dia. |
| 1926 | 125 mm dia. |
| 1927 | 150 mm dia. |
| 1928 | 200 mm dia. |
| 1929 | 250 mm dia. |
| 1930 | 300 mm dia. |
| 1931 | 350 mm dia. |
| 1932 | 400 mm dia. |
| 1933 | 450 mm dia. |
| 1934 | 500 mm dia. |
| 1935 | 600 mm dia. |
| 1936 | 700 mm dia. |
| 1937 | 800 mm dia. |
| 1938 | 900 mm dia. |
| 1939 | 1000 mm dia. |
| 1940 | Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer. |
| 1941 | 80 mm dia. |
| 1942 | 100 mmdia. |
| 1943 | 125 mm dia. |
| 1944 | 150 mm dia. |
| 1945 | 200 mm dia. |
| 1946 | 250 mm dia. |
| 1947 | 300 mm dia. |
| 1948 | 350 mm dia. |
| 1949 | 400 mm dia. |
| 1950 | 450 mm dia. |
| 1951 | 500 mm dia. |
| 1952 | 600 mm dia. |
| 1953 | 700 mm dia. |
| 1954 | 800 mm dia. |
| 1955 | 900 mm dia. |
| 1956 | 1000 mm dia. |
| 1957 | DOL / Star delta starter type LT panels |
| 1958 | SITC DOLStarter type LT Panel of followingrating, all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thickduly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. complete as per Technical Specifications and as per direction of Engineer-In-Charge. |
| 1959 | DOL STARTER2.2 KW(3 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 25A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 16A ,TP, 10 KA, C Curve (2), Power Cont 9A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (4-6A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2) |
| 1960 | DOL STARTER 3.7KW (5 HP )- : For 2 motors (1 W+ 1S) I/C -MCB 32A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2) |
| 1961 | DOL STARTER 5.5 KW (7.5HP)- : For 2 motors (1 W+ 1S)I/C -MCB 40A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2) |
| 1962 | SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. |
| 1963 | STAR DELTA STARTER 7.5 KW (10.0 HP)- : For 2 motors(1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G-MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) |
| 1964 | STAR DELTA STARTER 9.3 KW (12.5 HP)- : For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) |
| 1965 | STAR DELTA STARTER 11.0 KW (15.0 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) |
| 1966 | STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) |
| 1967 | STAR DELTA STARTER 18.5 KW (25.0 HP)- :For 2 motors (1 W+ 1S) I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 125/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (16-24A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 10 Kvar (2), S/D Timer(2) |
| 1968 | STAR DELTA STARTER 22.0 KW (30.0 HP)- :For 2 motors (1 W+ 1S) I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 125/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 40A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (23-32A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 12.5 Kvar (2), S/D Timer(2) |
| 1969 | Construction of pump house and boundary wall |
| 1970 | Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. |
| 1971 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. |
| 1972 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. |
| 1973 | Miscellaneous |
| 1974 | Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator. |
| 1975 | Solar based water supply schemes |
| 1976 | Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document. |
| 1977 | Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designto withstand wind velocity up to 150km/hr. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document. |
| 1978 | Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation ofPV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document. |
| 1979 | Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and structure, showing arrangement of panel on rectangular OHSR with flat roof/ MS fabricated structure with polyethylene tank and installation ofPV module on above structure as per approved design and drawings. Mountingstructure shall be suitably designto withstand wind velocity up to 150km/hr. The work shall be as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. This item does not include cost of OHSR/ MS fabricated structure with tank but includes cost of items required for installation of solar panels on top of the tank.Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document. |
| 1980 | Providing, installation, testing and commissioning of AC submerssible pump sets with inbuilt or individual solar pump controllerwith Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps..Solar pumpshall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope .Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switchbe provided. The cable shall be ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.The duty condition of pump set shall be as per scope of work and entire work shall be executed as per technical specification and direction of Engineer in charge. |
| 1981 | 0.75 KW (1.0 HP) |
| 1982 | 1.5 KW (2.0 HP) |
| 1983 | 2.2 KW (3.0 HP) |
| 1984 | 3.7 KW (5.0 HP) |
| 1985 | 5.5 KW (7.5 HP) |
| 1986 | 7.5 KW (10.0 HP) |
| 1987 | 9.3 KW (12.5 HP) |
| 1988 | 11 KW (15.0 HP) |
| 1989 | Supply, installation, testing and commissioning of DC submerssible pump sets with inbuilt or individual solar pump controllerwith Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps.Solar pumpshall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope .Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switch suitable for DC use is to be provided. The cable shall be ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.The duty condition of pump set shall be as per scope of work and entire work shall be as per technical specification and direction of Engineer in charge. |
| 1990 | 0.75 KW (1.0 HP) |
| 1991 | 1.5 KW (2.0 HP) |
| 1992 | 2.2 KW (3.0 HP) |
| 1993 | Supply, installation, testing and commissioning of Remote monitoring unit on off grid solar controller for remote ON/OFF, parameter setting, monitoring and troubleshooting through mobile etc. complete. Web charges and data charges for 5 year during service warranty etc. complete in all respect as per technical specification and as per direction of Engineer. |
| 1994 | Providing, installation, testing and commissioning structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting for following staging and capacity of Rotational Moulded Polyethylene water storage tank on it as per indicative drawing given in the bid document. On thePolyethylene tanks, there shall be provision of suitable space for installation of solar panels up to 5.0 KW and further additional 2.5 KW on the side of Steel structure if required as per indicative drawing. Cost of solar panels is not included in this item . The structural steel shall be 120 micron hot dip galvanized iron and foundation of structure shall be in RCC with minimum depth as 2.0 mtr (other than rocky strata). The work includes P&F of Polyethylene Water Storage Tank(IS: 12701,ISI marked, indicating the BIS license No.) of approved make with cover. Providing & fixing 50 mm dia ISI marked G.I. class B pipe for inlet, outlet and over flow pipe and 32 mm GI class B pipe for wash out with GM gate valves at inlet and outlet pipe Including making connection etc. complete as per drawing, technical specification and direction of Engineer in In charge. The scope includes inlet GI pipe from ground level to water tank and outlet pipe from water tank to ground and up to 2.0 mtr away from foundation and overflow pipe is to be interconnected in distribution pipe line. Wash out pipe shall be taken up to a suitable point minimum 5.0 mtr away from tank. Water level controller shall installed to monitor level in tank and shall automatically shut off motor when tank is filled . |
| 1995 | Note: There shall be 5 year service warranty for structure, tank, fittings etc. andsuitable provision shall be included in tender document. |
| 1996 | 5000 Liter X 2 Nos. PE water tank, staging 10 meter. |
| 1997 | 7500 Liter X 2 Nos. PE water tank, staging 10 meter. |
| 1998 | 5000 Liter X 2 Nos. PE water tank , staging 12 meter. |
| 1999 | 7500 Liter X 2 Nos. PE water tank, staging 12 meter. |
| 2000 | Instrumentation |
| 2001 | Electromegnetic Flow meter |
| 2002 | SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304,Electrode : SS AISI 316L /Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart,Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 2003 | EFM 50 mm |
| 2004 | EFM 80 mm |
| 2005 | EFM100 mm |
| 2006 | EFM 125 mm |
| 2007 | EFM 150 mm |
| 2008 | EFM 200 mm |
| 2009 | EFM 250 mm |
| 2010 | EFM 300 mm |
| 2011 | EFM 400 mm |
| 2012 | EFM 450 mm |
| 2013 | EFM 500 mm |
| 2014 | EFM 600 mm |
| 2015 | ULTRASONIC FLOW METER |
| 2016 | SITC of Ultrasonic Flow Meter of approved make of following dia sized pipelines and specifications complete:Media : Water (Raw/Clear ) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow velocity range:-10 m/s to +10m/s (bidirectional),Power supply- 80 to 240 v/ AC, 50 Hz.,Output 1 : 4-20 mA, Communication Output : RS 485, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Acoustic path: single/ dual, Accuracy : ± 1% of M.V (max.) for size 50-300mm and ± 2% of M.V (max.) for size 350-2000mm (single path) ,Transmitter Enclosure: Cast Aluminium,Sensor cable: encapsulated, Sensor mounting method: V / Z type, Protection type: IP 67, including all materials required for Ultrasonic Flow Meter complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 2017 | UFM 200mm -600 mm (CLAMP ON TYPE) |
| 2018 | UFM 200mm -600 mm (INSERTION TYPE) |
| 2019 | BULK FLOW METER (MECHANICAL TURBINE TYPE) |
| 2020 | SITC of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 2021 | BFM 80 mm |
| 2022 | BFM100 mm |
| 2023 | BFM125 mm |
| 2024 | BFM 150 mm |
| 2025 | BFM200 mm |
| 2026 | BFM 250 mm |
| 2027 | BFM300 mm |
| 2028 | BFM400 mm |
| 2029 | BFM450 mm |
| 2030 | BFM 500 mm |
| 2031 | BFM600 mm |
| 2032 | ULTRASONIC LEVEL SENSOR |
| 2033 | SITC of Ultrasonic Level Transmitter suitable for measuring water levelin reservoir, Normal Powered 24VDC, Type of Transmitter: Two Wire ( 4-20 mA), Cable Entry:1/2\" NPT (F), Sensor Material: PP, slip-on Flange: 2 ½” Flange, Material of Construction for Slip-on flange: PP, output 4~20mA, HART compatible,accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge. |
| 2034 | Measuring range 0.0 to 6.0 mtr |
| 2035 | SITC ofUltrasonic Level Transmitter suitable for measuring water levelin reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %,as per detailed Technical specification, scope of work and direction of Engineer in charge. |
| 2036 | Measuring range 0.0 to 6.0 mtr |
| 2037 | PWD BSR ITEMS FOR MINOR REPAIRING OR SMALL STRUCTURES |
| 2038 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : |
| 2039 | Ordinary rock |
| 2040 | Hard rock (requiring blasting) useful material 30% |
| 2041 | Hard rock(blasting prohibited) useful material 30% |
| 2042 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 2043 | 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 2044 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix |
| 2045 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 2046 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : |
| 2047 | Walls (any thickness) attached pilasters, buttressesplinthandstring course. |
| 2048 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas,lintel,beam, plinth beam etc. |
| 2049 | Columns, pillars, posts and struts etc. |
| 2050 | Columns, pillars, posts and struts etc. straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (\"Original producers\" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) |
| 2051 | Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 2052 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks |
| 2053 | Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 2054 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : |
| 2055 | Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 2056 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: |
| 2057 | Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 2058 | Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : |
| 2059 | Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 2060 | Plaster on new surface on wall in cement sand mortar 1:6 including racking of joints etc. complete fine finish : |
| 2061 | 20mm thick |
| 2062 | Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) : |
| 2063 | Flush / Ruled/ Struck or weathered pointing. |
| 2064 | White washing with lime to give an even shade including all scaffolding: |
| 2065 | Old work (two or more coats) including scrapping old surface and repairing with whiting where ever necessary. |
| 2066 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: |
| 2067 | Old work (One or more coats). |
AI Tender Summary
Tender Timeline
Mar 12, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedApr 18, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 19, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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