| 1 | | 2021 MATERIAL SALES / HAULING ALL DIVISIONS |  |
| 2 | | I-90 WESTLAKE PIT | |
| 3 | | RD 2 SAND PIT | |
| 4 | | PIG FARM STRATFORD RD PIT | |
| 5 | | HIAWATHA RD PIT | |
| 6 | | RD T. QUINCY PIT | |
| 7 | | STRATFORD & RD. 7 PIT | |
| 8 | | BENCH RD PIT | |
| 9 | | RD 9 QUINCY PIT | |
| 10 | | ROCKY REACH WENATCHEE PIT | |
| 11 | | OMAK PIT | |
| 12 | | HAYFORD RD. SPOKANE (BY OFFICE) | |
| 13 | | EUCLID RD- SPOKANE | |
| 14 | | KIONA BENTON CITY PIT | |
| 15 | | MILTON - FREEWATER PIT | |
| 16 | | COULEE CITY PIT | |
| 17 | | ORONDO PIT ( MITCHELL'S) | |
| 18 | | 2021 CWA HAULING FOR NCC | |
| 19 | | MISC HAULING FOR NCC | |
| 20 | | HAULING DIRT FOR NCC | |
| 21 | | HAULING CRUSHER #1 EUCLID PIT - NCC JOB # 2101 | |
| 22 | | 2021 HAULING FOR AAA READY-MIX | |
| 23 | | MOBILIZATION | |
| 24 | | MISC HAUL FOR AAA READY MIX | |
| 25 | | HAULING FOR AAA READY-MIX ( MOSES LAKE) | |
| 26 | | HAULING FOR AAA READY-MIX (BENTON CITY) | |
| 27 | | 2021 HAULING FOR OUTSIDE COMPANIES | |
| 28 | | MOBILIZATION | |
| 29 | | ZIP TRUCK LINES | |
| 30 | | D&L FOUNDRY | |
| 31 | | HURST | |
| 32 | | CENTRAL LEASING | |
| 33 | | GUARDIAN FENCE | |
| 34 | | INLAND ENTERPRISES | |
| 35 | | PEGRAM CONSTRUCTION | |
| 36 | | GRADY EXCAVATION | |
| 37 | | CULBERT CONSTRUCTION | |
| 38 | | SELLAND CONSTRUCTION | |
| 39 | | BIG D'S CONSTRUCTION | |
| 40 | | GUY F ATKINSON | |
| 41 | | QUALITY PAVING | |
| 42 | | TAPANI, INC. | |
| 43 | | 2021 CWA HAULING FOR SHAMROCK PAVING | |
| 44 | | MOBILIZATION | |
| 45 | | MISC. HAULING FOR SHAMROCK PAVING | |
| 46 | | 2021 CWA HAULING FOR SHAMROCK MFG. | |
| 47 | | MOBILIZATION | |
| 48 | | MISC. HAULING FOR SHAMROCK MFG. | |
| 49 | | 2021 CWA HAULING FOR CMI | |
| 50 | | HAULING FOR HIAWATHA HOT PLANT | |
| 51 | | HAULING FOR WENATCHEE HOT PLANT | |
| 52 | | HAULING FOR OMAK PIT | |
| 53 | | HAULING FOR BENTON CITY HOT PLANT | |
| 54 | | HAULING FOR MILTON- FREEWATER PLANT | |
| 55 | | HAULING FOR COULEE CITY HOT PLANT | |
| 56 | | HAULING YAKIMA HOT PLANT | |
| 57 | | HAULING FOR BECK ROAD PIT | |
| 58 | | DO NOT USE | |
| 59 | | HAULING FOR BECKER RD ADAMS CO HOT PLANT | |
| 60 | | HAULING FOR MITCHELL PIT | |
| 61 | | 2021 HAULING FOR AAA CONCRETE | |
| 62 | | MOBILIZATION | |
| 63 | | HAULING FOR SPOKANE BATCH PLANT | |
| 64 | | HAULING FOR BENTON CITY BATCH PLANT | |
| 65 | | 2021OIL Haul | |
| 66 | | MOBILIZATION | |
| 67 | | OIL HAUL TO HIAWATHA ASPHALT PLANT | |
| 68 | | OIL HAUL TO WENATCHEE ASPHALT PLANT | |
| 69 | | OIL HAUL OMAK ASPHALT PLANT | |
| 70 | | OIL HAUL HAYFORD RD ASPHALT PLANT | |
| 71 | | OIL HAUL TO EUCLID ASPHALT PLANT | |
| 72 | | OIL HAIL TO BENTON CITY ASPAHLT PLANT | |
| 73 | | OIL HAUL MILTON FREEWATER ASPAHTL PLANT | |
| 74 | | OIL HAUL TO COULEE CITY ASPAHTL PLANT | |
| 75 | | OIL HAUL TO WAPATO ASPHALT PLANT | |
| 76 | | OIL HAUL TO MITCHELL PLANT | |
| 77 | | 10719 2021 ERCS | |
| 78 | | 10723 2021 BENTON CITY CHIP SEAL | |
| 79 | | 10718 2021 NCR SEAL | |
| 80 | | MAINTENANCE | |
| 81 | | EQUIPMETN RENTAL | |
| 82 | | TRAVEL EXPENSES | |
| 83 | | FUEL COST | |
| 84 | | | |
| 85 | | | |
| 86 | | | |
| 87 | | | |
| 88 | | | |
| 89 | | 2023 EASTERN REGION CHIP SEAL- NORTH | |
| 90 | | TOTAL ESTIMATE BOND | |
| 91 | | MOBILIZATION | |
| 92 | | CLEARING AND GRUBBING - SITE PS-T-115 | |
| 93 | | CLEANING AND GRUBBING - SITE QS-W-298 | |
| 94 | | STRIPPING INCL HAUL- SITE PS-T-115 | |
| 95 | | STRIPPING INCL HAUL -SITE QS-W-398 | |
| 96 | | REMOVAL OF STRUCTURES AND OBSTRUCTIONS | |
| 97 | | REMOVING STOP LINE | |
| 98 | | REMOVING CEMENT CONC CURB | |
| 99 | | REMOVING ASPHALT CONC CURB | |
| 100 | | REMOVING PAINTED CROSSWALK LINE | |
| 101 | | REMOVAL AND DISPOSAL OF ASBESTOS MATERI | |
| 102 | | PAVEMENT PREPAIR EXCAVTION INCL HAUL | |
| 103 | | GRAVEL BORROW INCL HAUL | |
| 104 | | EMBANKMENT COMPACTION | |
| 105 | | BRIDGE DECK REPAIR BR No 21/216 | |
| 106 | | BRIDGE DECK REPAIR BR No 25/112 | |
| 107 | | BRIDGE DECK REPAIR BR No 28/205 | |
| 108 | | BRIDGE DECK REPAIR BR No 28/208 | |
| 109 | | BRIDGE DECK REPAIR BR No 28/209 | |
| 110 | | BRIDGE DECK REPAIR BR No 31/38 | |
| 111 | | BRIDGE DECK REPAIR BR No 31/42 | |
| 112 | | WATERPROOF MAMBRANE BR No 21/216 | |
| 113 | | WATERPROOF MAMBRANE BR No 25/112 | |
| 114 | | WATERPROOF MAMBRANE BR No 28/205 | |
| 115 | | WATERPROOF MAMBRANE BR No 28/208 | |
| 116 | | WATERPROOF MAMBRANE BR No 28/209 | |
| 117 | | WATERPROOF MAMBRANE BR No 31/38 | |
| 118 | | WATERPROOF MAMBRANE BR No 31/42 | |
| 119 | | CRUSHED SURFACING BASE COURSE | |
| 120 | | CRUSHED SURFACING TOP COURSE | |
| 121 | | EMLSIFIED ASPHALT CVRS-2P | |
| 122 | | CVRS-2P COST PRICE ADJUSTMENT | |
| 123 | | ASPHALT FOR FOG SEAL | |
| 124 | | ASPHALT FOR FOG SEAL COST ADJUSTMENT | |
| 125 | | FURNISHING AND PLACING CRUSHED SCREENING | |
| 126 | | FURNISHING AND PLACING CRUSHED SCREENING | |
| 127 | | BITUMINOUS SURFACE TREATMENT FOR ROAD A | |
| 128 | | ADDITIONAL BROOMING | |
| 129 | | PLANING BITUMINOUS PAVEMENT | |
| 130 | | SEALING EXISTING LONGITUDUNAL AND TRANSVE | |
| 131 | | CRACK SEALING- CM | |
| 132 | | REMOVING EXISTING OVERLAY FROM BRIDGE D | |
| 133 | | REMOVING EXISTING OVERLAY FROM BRIDGE D | |
| 134 | | REMOVING EXISTING OVERLAY FROM BRIDGE D | |
| 135 | | REMOVING EXISTING OVERLAY FROM BRIDGE D | |
| 136 | | REMOVING EXISTING OVERLAY FROM BRIDGE D | |
| 137 | | REMOVING EXISTING OVERLAY FROM BRIDGE D | |
| 138 | | REMOVING EXISTING OVERLAY FROM BRIDGE D | |
| 139 | | HMA FOR PRELEVELING CL. 3/8 IN PG 64H- | |
| 140 | | HMA FOR PAVEMENT REPAIR CL. 3/8 IN. PG | |
| 141 | | HMA CL. 3/8 IN PG 64H-28 | |
| 142 | | GRIND INLAY CENTERLINE SECTION | |
| 143 | | ASPHALT COST PRICE ADJUSTMENT | |
| 144 | | HMA CORE ROADWAY | |
| 145 | | HMA CORE BRIDGE | |
| 146 | | HMA SAW CUT AND SEAL | |
| 147 | | PAVED PANEL JOINT SEAL | |
| 148 | | ASPHALT BINDER REVISION | |
| 149 | | HMA FOR APPROACHCL. 3/8 IN PG 64H-28 | |
| 150 | | JOINT ADHESIVE FOR BITUMINOUS PAVEMENT | |
| 151 | | ESC LEAD | |
| 152 | | DUST PALLATIVE | |
| 153 | | INLET PROTECTION | |
| 154 | | TACKIFIER | |
| 155 | | SEEDING, FERTILIZING AND MILCHING- SITE PS | |
| 156 | | SEEDING, FERTILIZING AND MILCHING- SITE | |
| 157 | | SILT FENCE | |
| 158 | | EROSION/ WATER POLLUTION CONTROL | |
| 159 | | HIGH VISIBILITY FENCE | |
| 160 | | EXTRUDED CURB | |
| 161 | | BEAM GUARDRAIL BLOCK | |
| 162 | | REMOVING AND RESETTING GUARDRAIL BLOCKS | |
| 163 | | RAISING EXISTING BEAM GUARDRAIL | |
| 164 | | TRANSPORTABLE ATTENUATOR | |
| 165 | | REPAIR TRANSPORTABLE ATTENUATOR | |
| 166 | | BEAM GUARDRAIL POST | |
| 167 | | FLEXIBLE GUIDE POST | |
| 168 | | PAINT LINE | |
| 169 | | GROOVED PLASTIC SPEED BAR | |
| 170 | | PLASTIC CROSSWALK LINE | |
| 171 | | PLASTIC STOP LINE | |
| 172 | | CENTERLINE RUMBLE STRIP | |
| 173 | | SHOULDER RUMBLE STRIP TYPE 2 | |
| 174 | | SHOULDER RUMBLE STRIP TYPE 3 | |
| 175 | | TEMPORARY FLEXIBLE RAISED PAVEMENT MAR | |
| 176 | | TEMPORARY PAVEMENT MARKING SHORT DURAT | |
| 177 | | PORTABLE CHANGEABLE MESSAGE SIGN | |
| 178 | | OTHER TMPORARY TRAFFIC CONTROL DEVICES | |
| 179 | | FLAGGERS | |
| 180 | | OTHER TRAFFIC CONTROL LABOR | |
| 181 | | TRAFFIC CONTROL SUPERVISOR | |
| 182 | | CONSTRUCTION CLASS A SIGNS | |
| 183 | | TYPE B PROGRESS SCHEDULE | |
| 184 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 185 | | COMPACTION PRICE ADJUSTMENT | |
| 186 | | PEOJECT PAETNERING | |
| 187 | | STRUCTURE SURVEYING | |
| 188 | | ADJUST CATCH BASIN | |
| 189 | | ROADSIDE CLEANUP | |
| 190 | | TRIMMING AND CLEANUP | |
| 191 | | REIMBURSEMENT FOR THIRD PARTY DAMAGE | |
| 192 | | MINOR CHANGE | |
| 193 | | EXCUESS MATERIAL REIMBURSMENT | |
| 194 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
| 195 | | SPCCPLAN | |
| 196 | | | |
| 197 | | | |
| 198 | | | |
| 199 | | MOSES LAKE PIT | |
| 200 | | THE REFUGE AT MAE VALLEY MAJOR PLAT- 1ST ADDITION | |
| 201 | | TOTAL ESTIMATE BOND | |
| 202 | | MOBILIZATION | |
| 203 | | CSTC/CSBC | |
| 204 | | HMA CL. 1/2" PG 64H-28- 3" DEPTH | |
| 205 | | EL ORO PAVING PROJECT | |
| 206 | | TOTAL ESTIMATE BOND | |
| 207 | | MOBILIZATION | |
| 208 | | RD 2.7 SE & SILAGE PAD - COMMERCIAL HMA | |
| 209 | | BETA SEED 2022 | |
| 210 | | TOTAL ESTIMATE BOND | |
| 211 | | MOBILIZATION | |
| 212 | | COMMERCIAL HMA- 3" DEPTH | |
| 213 | | CV RESOURCES SUPPORT IN COIVILLE | |
| 214 | | MOBILIZATION | |
| 215 | | MOVE REJECT/RECLAMATION | |
| 216 | | RUDNICK & SONS EXCAVATION TOWN OF COULEE DAM 6TH ST IMPROVEMENTS | |
| 217 | | TOTAL ESTIMATE BOND | |
| 218 | | MOBILIZATION | |
| 219 | | HMA CL 1/2 IN. PG64S-28 | |
| 220 | | FARID COFFEE SHOP PAVING -- MIERS CONSTRUCTION | |
| 221 | | TOTAL ESTIMATE BOND | |
| 222 | | MOBILIZATION | |
| 223 | | HAUL AND PLACE CL 1/2" PG64-28 -3" DEPTH | |
| 224 | | SIMPLOT MOSES LAKE FACILITY | |
| 225 | | TOTAL ESTIMATE BOND | |
| 226 | | MOBILIZATION | |
| 227 | | COMMERCIAL HMA - 4" DEPTH | |
| 228 | | COMMERCIAL HMA TRENCH PATCHING - 4" DEPTH | |
| 229 | | MOSES LAKE FOOD BACK | |
| 230 | | TOTAL ESTIMATE BOND | |
| 231 | | MOBILIZATION | |
| 232 | | PREPARE SUBGRADE WITH ROCK - AREA BY BU | |
| 233 | | COMMERCIAL HMA - 3" DEPTH AREA BY BUILD | |
| 234 | | PEGRAM CONSTRUCTION - POLO RIDGE #4MAJOR PLAT | |
| 235 | | TOTAL ESTIMATE BOND | |
| 236 | | MOBILIZATION | |
| 237 | | C.S.T.C. | |
| 238 | | HMA CL 1/2" PH 64-28 - 2.5" DEPTH | |
| 239 | | CWA - JEFF SEARS TIME TRACKING | |
| 240 | | CV RESOURCE TIME | |
| 241 | | CENTRAL MACHINERY TIME | |
| 242 | | ROTSCHY INC - KNOLLS VISTA MAJOR PLAT | |
| 243 | | TOTAL ESTIMATE BOND | |
| 244 | | MOBILIZATION | |
| 245 | | C.S.B.C. // C.S.T.C. | |
| 246 | | HMA CL 1/2" PH 64-28 - 2.5" DEPTH | |
| 247 | | WSDOT 9936 I-90 SILICON I/C TO U RD I/C RAMP PAVING | |
| 248 | | TOTAL ESTIMATE BOND | |
| 249 | | MOBILIZATION | |
| 250 | | REMOVING MESCELLANEOUS TRAFFIC ITEM | |
| 251 | | SHOULDER FINISHING | |
| 252 | | PAVEMENT REPAIR EXCAVATION INCL HAUL | |
| 253 | | ASPHALT FOR FOG SEAL | |
| 254 | | CRACK SEALING-CM | |
| 255 | | PLANNING BITUMINOUS PAVEMENT | |
| 256 | | JOINT ADHESIVE FOR BITUMINOUS PAVEMENT | |
| 257 | | HMA FOR PAVEMENT REPAIR CL 3/8 IN PG 64 | |
| 258 | | HMA CL 3/8 IN PG 64-H28 | |
| 259 | | CYCLIC DENSITY PRICE ADJUSTMENT | |
| 260 | | ASPHALT BINDER REVISION | |
| 261 | | REPAIR PORTABLE ATTENUATOR | |
| 262 | | FLEXIBLE GUIDE POST | |
| 263 | | PAINT LINE | |
| 264 | | PLASTIC STOP LINE | |
| 265 | | PLASTIC STOP ARROW | |
| 266 | | PAINTED DRAINAGE MARKING | |
| 267 | | TEMPORARY PAVEMENT MARKING - SHORT DURATION | |
| 268 | | TEMPORARY STOP LINE - SHORT DURATION | |
| 269 | | PORTABLE CHANGEABLE MESSAGE SIGN | |
| 270 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
| 271 | | WORK ZONE SAFETY CONTINGENCY | |
| 272 | | CONSTRUCTION CLASS A SIGNS | |
| 273 | | PLASTIC WIDE LINE | |
| 274 | | TUBULAR MARKERS | |
| 275 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 276 | | COMPACTION PRICE ADJUSTMENT | |
| 277 | | ASPHALT PRICE ADJUSTMENT | |
| 278 | | REIMBURSEMENT FOR THIRD PARTY DAMAGE | |
| 279 | | MINOR CHANGE | |
| 280 | | AGGREATE COMPLIANCE PRICE ADJUSTMENT | |
| 281 | | SPCC PLAN | |
| 282 | | | |
| 283 | | | |
| 284 | | | |
| 285 | | WENATCHEE PIT | |
| 286 | | LESSEN HOMES - 305 CHATHAM | |
| 287 | | TOTAL ESTIMATE BOND | |
| 288 | | MOBILIZATION | |
| 289 | | GRADE AND COMPACT EXSITING BASE MATERIAL | |
| 290 | | APPLY SOIL STERILANT PLACE 2.5"HMA PAVIN | |
| 291 | | TANYA RIVIERA-DRIVEWAY | |
| 292 | | TOTAL ESTIMATE BOND | |
| 293 | | MOBILIZATION | |
| 294 | | REMOVE 6' OF EXSISTING MATERIAL | |
| 295 | | PLACE CRUSHED ROCK, BLADE, WATER AND CO | |
| 296 | | CRACK FILL AND SEAL COAT EXISTING | |
| 297 | | SOIL STERILIZE AND PLACE 2.5' OF ASPHALT | |
| 298 | | REMOVE 6" OF EXISTING, PLACE ROCK AND P... | |
| 299 | | DAVID KEEFER - DRIVEWAY | |
| 300 | | TOTAL ESTIMATE BOND | |
| 301 | | MOBILIZATION | |
| 302 | | BLADE, WATER, COMPACT | |
| 303 | | COMMERCIAL HMA (2.5 AVG. DEPTH | |
| 304 | | VERNON SMITH - DRIVEWAY | |
| 305 | | TOTAL ESTIMATE BOND | |
| 306 | | MOBILIZATION | |
| 307 | | BLADE, WATER, COMPACT | |
| 308 | | COMMERCIAL HMA (2.5 AVG. DEPTH | |
| 309 | | SPARKS CONSTRUCTION, LLC SAV-MART WENATCHEE | |
| 310 | | TOTAL ESTIMATE BOND | |
| 311 | | MOBILIZATION | |
| 312 | | PLACE 2" AVG CSBC | |
| 313 | | PLACE 3" HMA | |
| 314 | | SELLAND CONSTRUCTION, INC - BEAR MOUNTAIN PATCH HWY 97A | |
| 315 | | TOTAL ESTIMATE BOND | |
| 316 | | MOBILIZATION | |
| 317 | | PLACE HMA (3 LIFTS) | |
| 318 | | KTS DEVELOPMENT - COLOOCKUM VIEW DRIVE DRIVEWAY PHASE 2 | |
| 319 | | TOTAL ESTIMATE BOND | |
| 320 | | MOBILIZATION | |
| 321 | | FINE BLADE | |
| 322 | | PLACE 2.5" HMA | |
| 323 | | PLACE 2.5" HMA | |
| 324 | | PLACE 2.5" HMA | |
| 325 | | CONFLUENCE HEALTH -WENATCHEE | |
| 326 | | TOTAL ESTIMATE BOND | |
| 327 | | MOBILIZATION | |
| 328 | | PLACE 4" OF ASPHALT | |
| 329 | | MOONLIGHT TILE WAREHOUSE | |
| 330 | | TOTAL ESTIMATE BOND | |
| 331 | | MOBILIZATION | |
| 332 | | PLACE 3" HMA | |
| 333 | | 126 N CHELAN AVE- PARKING LOT | |
| 334 | | TOTAL ESTIMATE BOND | |
| 335 | | MOBILIZATION | |
| 336 | | BLADE, WATER, COMPACT | |
| 337 | | COMMERCIAL HMA (2.5" AVG. DEPTH) | |
| 338 | | HANS WEIRICH - DRIVEWAY | |
| 339 | | TOTAL ESTIMATE BOND | |
| 340 | | MOBILIZATION | |
| 341 | | EXCAVATION OF ASPHALT | |
| 342 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
| 343 | | COMMERCIAL HMA (2.5" AVG. DEPTH) | |
| 344 | | C/O #1 - COMMERCIAL HMA OVERLAY (1.5 AVG. DEPTH) | |
| 345 | | MIKE DONOHOE - DRIVEWAY | |
| 346 | | TOTAL ESTIMATE BOND | |
| 347 | | MOBILIZATION | |
| 348 | | PREPERATION OF SURFACE | |
| 349 | | COMMERCIAL HMA (2" AVG. DEPTH) | |
| 350 | | SELLAND CONST-PATCH APPLE AVE | |
| 351 | | TOTAL ESTIMATE BOND | |
| 352 | | MOBILIZATION | |
| 353 | | PLACE 3" OF ASPHALT | |
| 354 | | 4TH ST SE AND SOUTH MARY PATCHES | |
| 355 | | TOTAL ESTIMATE BOND | |
| 356 | | MOBILIZATION | |
| 357 | | PLACE 3" OF HMA | |
| 358 | | PLACE 3" OF HMA | |
| 359 | | DENNY WEBBER - DRIVEWAY | |
| 360 | | TOTAL ESTIMATE BOND | |
| 361 | | MOBILIZATION | |
| 362 | | BLADE, WATER AND COMPACT (ADD TOP COURSE) | |
| 363 | | PLACE 2.5" HMA | |
| 364 | | ISACC SNACHEZ - DRIVEWAY | |
| 365 | | TOTAL ESTIMATE BOND | |
| 366 | | MOBILIZATION | |
| 367 | | EXCAVATION OF ASPHALT | |
| 368 | | CRUSHED SURFACING TOP COURSE (2" AVG. DEPTH) | |
| 369 | | COMMERCIAL HMA (2.5) AVG DEPTH) | |
| 370 | | JOHN THURLOW - DRIVEWAY | |
| 371 | | TOTAL ESTIMATE BOND | |
| 372 | | MOBILIZATION | |
| 373 | | BLADE, WATER AND COMPACT | |
| 374 | | PLACE 2.5" HMA | |
| 375 | | CRACK FILL EXSTING CRACKS | |
| 376 | | CLEAN AND SEAL COAT | |
| 377 | | ADAM PUTTER - DRIVEWAY | |
| 378 | | TOTAL ESTIMATE BOND | |
| 379 | | MOBILIZATION | |
| 380 | | PLACE CSBC, BLADE, WATER AND COMPACT | |
| 381 | | SOIL STERILIZE AND PLACE 2.5" OF ASPHALT | |
| 382 | | NICK CETO - DRIVEWAY | |
| 383 | | TOTAL ESTIMATE BOND | |
| 384 | | MOBILIZATION | |
| 385 | | BLADE, WATER AND COMPACT | |
| 386 | | SOIL STERILIZE AND PLACE 2.5" OF ASPHALT | |
| 387 | | KRCI CONSTRUCTION - 2023 LOOKOUT PAVING | |
| 388 | | TOTAL ESTIMATE BOND | |
| 389 | | MOBILIZATION | |
| 390 | | BLUEBELL LANE 3" OF ASPHALT | |
| 391 | | COTTAGE LANE AND BLUEBELL EXTENDED PATCH | |
| 392 | | CUTTER RAINS LLC - WAPATO LAKE RD - DRIVEWAY | |
| 393 | | TOTAL ESTIMATE BOND | |
| 394 | | MOBILIZATION | |
| 395 | | PLACE CRUSHED ROCK, BLADE, WATER AND COMPACT | |
| 396 | | SOIL STERILIZE AND PLACE 2.5" OF ASPHALT | |
| 397 | | JIM MARTIN - DRIVEWAY | |
| 398 | | TOTAL ESTIMATE BOND | |
| 399 | | MOBILIZATION | |
| 400 | | BLADE, WATER AND COMPACT | |
| 401 | | COMMERCIAL HMA (2.5" AVERAGE DEPTH) | |
| 402 | | 5TH STREET TOWNHOMES - PARKING LOT | |
| 403 | | TOTAL ESTIMATE BOND | |
| 404 | | MOBILIZATION | |
| 405 | | CRUSHED SURFACING BASE COURSE (9" AVG. DEPTH) | |
| 406 | | CRUSHED SURFACING TOP COURSE (3" AVG. DEPTH) | |
| 407 | | COMMERCIAL HMA (3" AVERAGE DEPTH) | |
| 408 | | COMMERCIAL HMA (4" DEPTH STREET PATCHIN) | |
| 409 | | CLAY GEBBERS LLC- DRIVEWAY | |
| 410 | | TOTAL ESTIMATE BOND | |
| 411 | | MOBILIZATION | |
| 412 | | PLACE 2" OF ASPHALT | |
| 413 | | GEBBER FARMS - N HENRY INTERSECTION | |
| 414 | | TOTAL ESTIMATE BOND | |
| 415 | | MOBILIZATION | |
| 416 | | PLACE 2.5" OF ASPHALT | |
| 417 | | CARL POISEN - DRIVEWAY | |
| 418 | | TOTAL ESTIMATE BOND | |
| 419 | | PLACE 2.5" OF HMA | |
| 420 | | MARK VOLD - DRIVEWAY | |
| 421 | | TOTAL ESTIMATE BOND | |
| 422 | | PLACE 2.5" OF HMA | |
| 423 | | HURST CONSTRUCTION LLC - BEEBE RANCH HOA | |
| 424 | | TOTAL ESTIMATE BOND | |
| 425 | | MOBILIZATION | |
| 426 | | PLACE 2.5" OF HMA | |
| 427 | | BRIAN BIRDSALL - DRIVEWAY | |
| 428 | | TOTAL ESTIMATE BOND | |
| 429 | | MOBILIZATION | |
| 430 | | EXCAVATION OF ASPHALT | |
| 431 | | CRUSHED SURFACING TOP COURSE (2"AVG. DEPTH) | |
| 432 | | COMMERCIAL HMA (2.5) AVG. DEPTH) | |
| 433 | | CARL MELBY - SHARED ROAD | |
| 434 | | TOTAL ESTIMATE BOND | |
| 435 | | MOBILIZATION | |
| 436 | | BLADE, WATER AND COMPACT | |
| 437 | | PLACE 3" OF ASPHALT | |
| 438 | | MOUNTAIN VIEW CONTRACTING LLC - WHEATLAND SELF STORAGE | |
| 439 | | TOTAL ESTIMATE BOND | |
| 440 | | MOBILIZATION | |
| 441 | | STANDARD DUTY PAVING (2.5" DEPTH) | |
| 442 | | HEAVY DUTY PAVING (3" DEPTH) | |
| 443 | | GENE'S HARVEST FOODS - PARKING LOT | |
| 444 | | TOTAL ESTIMATE BOND | |
| 445 | | MOBILIZATION | |
| 446 | | EXCAVATION OF MATERIALS | |
| 447 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
| 448 | | COMERCIAL HMA (2.5" AVG. DEPTH) | |
| 449 | | ALLIED TRENCHLESS - NOIRTH CASCADES BANK CHELAN | |
| 450 | | TOTAL ESTIMATE BOND | |
| 451 | | MOBILIZATION | |
| 452 | | PLACE 2" OF CSTC | |
| 453 | | PLACE 2" OF CSTC | |
| 454 | | PLACE 2" OF HMA | |
| 455 | | PLACE 4" OF HMA | |
| 456 | | PLACE 6" OF HMA | |
| 457 | | KRCI CONSTRUCTION - EMERICK SHORT PLAT | |
| 458 | | TOTAL ESTIMATE BOND | |
| 459 | | MOBILIZATION | |
| 460 | | PLACE 2.5" OF HMA ON 6TH STREET SE | |
| 461 | | PLACE 2" OF HMA ON PRIVATE ROAD AND DRIVE | |
| 462 | | 24/7 - 50 CHINOOK WAY - SUBDIVISION | |
| 463 | | TOTAL ESTIMATE BOND | |
| 464 | | MOBILIZATION | |
| 465 | | COMERCIAL HMA (3" AVG. DEPTH) | |
| 466 | | 24/7 - 48 SUNRISE WAY - PARKINGLOT | |
| 467 | | TOTAL ESTIMATE BOND | |
| 468 | | MOBILIZATION | |
| 469 | | COMERCIAL HMA (2.5" AVG. DEPTH) | |
| 470 | | 34/7 - 56 LAKEVIEW WAY - DRIVEWAY | |
| 471 | | TOTAL ESTIMATE BOND | |
| 472 | | MOBILIZATION | |
| 473 | | COMERCIAL HMA (2.5" AVG. DEPTH) | |
| 474 | | 24/7 - 48 LAKEVIEW WAY - DRIVEWAY | |
| 475 | | TOTAL ESTIMATE BOND | |
| 476 | | MOBILIZATION | |
| 477 | | COMERCIAL HMA (2.5" AVG. DEPTH) | |
| 478 | | KRCI CONSTRUSTION - CHELAN PATCH | |
| 479 | | TOTAL ESTIMATE BOND | |
| 480 | | MOBILIZATION | |
| 481 | | PLACE 4" OF HMA | |
| 482 | | WSDOT 9934 - LEAVENWORTH AND N. BLEWETT PASS PAVING | |
| 483 | | TOTAL ESTIMATE BOND | |
| 484 | | MOBILIZATION | |
| 485 | | REMOVAL OF STRUCTURES AND OBSTRUCTIONS | |
| 486 | | REMOVING ASPHALT CONC. PAVEMENT | |
| 487 | | REMOVING MISCELLANEOUS TRAFFIC ITEMS | |
| 488 | | REMOVAL AND DISPOSAL OF ASBESTOS | |
| 489 | | PAVEMENT REPAIR EXCAVATION INCL. HAUL | |
| 490 | | SCHEDULE A CULV. PIPE 24TH DIAM | |
| 491 | | CATCH BASIN TYPE 1 | |
| 492 | | TESTING STORM SEWER PIPE | |
| 493 | | SCHEDULE A STORM SEWER PIPE 12 IN. DIAM | |
| 494 | | HORING OR EXTRA EXCAVATION CLASS B | |
| 495 | | ROADSIDE CLEAN UP | |
| 496 | | EXPANSION JOINT MODIFICATION REPL. COMP. | |
| 497 | | BRIDGE DECK REPAIR BR NO. BRIDGE 2/220 | |
| 498 | | BRIDGE DECK REPAIR BR NO. BRIDGE 2/224N | |
| 499 | | BRIDGE DECK REPAIR BR NO. BRIDGE 2/224S | |
| 500 | | WATERPROOF MEMBRANE BR NO. BRIDGE 2/22 | |
| 501 | | WATERPROOF MEMBRANE BR NO. BRIDGE 2/22 | |
| 502 | | WATERPROOF MEMBRANE BR NO. BRIDGE 2/22 | |
| 503 | | REMOVING EXSISTING OVERLAY FROM BRIDGE D | |
| 504 | | REMOVING EXSISTING OVERLAY FROM BRIDGE D | |
| 505 | | REMOVING EXSISTING OVERLAY FROM BRIDGE D | |
| 506 | | SHOULDER FINISHING | |
| 507 | | QUARRY SPALLS | |
| 508 | | CRUSHED SURFACE BASE COURSE | |
| 509 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
| 510 | | ASPHALT FOR FOG SEAL | |
| 511 | | CRACK SEALING - CM | |
| 512 | | PLANNING BITUMINOUS PAVEMENT | |
| 513 | | PLANNING SHOULDER DRAINAGE CUTOUT | |
| 514 | | JOINT ADHESIVE FOR BITUMINOUS PAVEMENT | |
| 515 | | CEMENT CONC. TRAFFIC CURB AND GUTTER | |
| 516 | | CEMENT CONC. PEDESTRIAN CURB | |
| 517 | | EXTENDED CURB | |
| 518 | | CEMENT CONC. CURB RAMP | |
| 519 | | HMA FOR PAVEMENT REPAIR CL. 3/8" PG64 | |
| 520 | | HMA CL3/8" PH 64H-28 | |
| 521 | | COMMERCIAL HMA | |
| 522 | | HMA APPROACH CL3/8" PG 64H-28 | |
| 523 | | HMA SAWCUT AND SEAL | |
| 524 | | BRIDGE END SIDEWALK RAMP | |
| 525 | | ESC LEAD | |
| 526 | | INTEL PROTECTION | |
| 527 | | EROSION/WATER POLLUTION CONTROL | |
| 528 | | BEAM GUARDRAIL BLOCK | |
| 529 | | REMOVING AND RESETTING BEAM GUARDRAIL | |
| 530 | | TEMPORARY BARRIER | |
| 531 | | REMOVING AND RESETTING EXSISTING PERMAN | |
| 532 | | TRANSPORTABLE ATTENUATOR | |
| 533 | | REPAIR TRANSPORTABLE ATTENUATOR | |
| 534 | | FLEXIBLE GUIDE POST | |
| 535 | | TUBULAR MARKER | |
| 536 | | BARRIER DELINEATOR | |
| 537 | | PAINT LINE | |
| 538 | | PLASTIC LINE | |
| 539 | | GROOVED PLASTIC LINE | |
| 540 | | GROOVED PLASTIC WIDE LINE | |
| 541 | | PAINTED BARRIER CENTER LINE | |
| 542 | | GROOVED PLASTIC OPTICAL SPEED MARKING | |
| 543 | | PLASTIC CROSSWALK LINE | |
| 544 | | PLASTIC STOP LINE | |
| 545 | | PLASTIC TRAFFIC ARROW | |
| 546 | | PLASTIC TRAFFIC LETTER | |
| 547 | | PLASTIC BICYCLE LANE SYMBOL | |
| 548 | | PAINTED DRAINAGE MARKING | |
| 549 | | CENTERLINE RUMBLE STRIP | |
| 550 | | SINUSOLDAL CENTERLINE RUMBLE STRIP | |
| 551 | | SINUSOLDAL SHOULDER RUMBLE STRIP TYPE 4 | |
| 552 | | TEMPORARY PORTABLE TRANSVERSE SRUMBLE STRIP | |
| 553 | | RECESSED PAVEMENT MARKER | |
| 554 | | TEMPORARY PAVEMENT MARKING-SHORT DURATION | |
| 555 | | TEMPORARY MISC. PAVEMENT MARKINGS- SH | |
| 556 | | TEMPORARY STOP LINE - SHORT DURATION | |
| 557 | | TEMPORARY CROSSWALK LINE SHORT DURATION | |
| 558 | | SEQUENTIAL ARROW SIGN | |
| 559 | | PORTABLE CHANGABLE MESSAGE SIGN | |
| 560 | | RADAR SPEED DISPLAY SIGN | |
| 561 | | OTHER TEMP. TRAFFIC CONTROL DEVICES | |
| 562 | | FLAGGERS | |
| 563 | | OTHER TRAFFIC CONTROL LABOR | |
| 564 | | TRAFFIC CONTROL SUPERVISOR | |
| 565 | | WORK ZONE SAFETY CONTINGENCY | |
| 566 | | CONSTRUCTION SIGNS CLASS A | |
| 567 | | PEDESTRIAN TRAFFIC CONTROL | |
| 568 | | BEAM GUARDRAIL POST | |
| 569 | | PLASTIC WIDE LINE | |
| 570 | | ADJUST MONUMENT CASE AND COVER | |
| 571 | | CEMENT CONC. SIDEWALK | |
| 572 | | DETECTABLE WARNING SURFACE | |
| 573 | | CONNECTION TO DRAINAGE SURFACE | |
| 574 | | LOWER MANHOLE | |
| 575 | | ADJUST MANHOLE | |
| 576 | | LOWER CATCH BASIN | |
| 577 | | ADJUST CATCH BASIN | |
| 578 | | LOWER VALVE BOX | |
| 579 | | ADJUST VAVLE BOX | |
| 580 | | ADJUST CABLE VAULT | |
| 581 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 582 | | COMPACTION PRICE ADJUSTMENT | |
| 583 | | ASPHALT COST PRICE ADJUSTMENT | |
| 584 | | CYCLIC DENSITY PRICE ADJUSTMENT | |
| 585 | | SMOOTHNESS PRICE ADJUSTMENT | |
| 586 | | STRUCTURE SURVEYING | |
| 587 | | ADA FEATURES SURVEYING | |
| 588 | | REIMBURSTMENT FOR THIRD PARTY DAMAGES | |
| 589 | | MINOR CHANGE | |
| 590 | | SPCC PLAN | |
| 591 | | TRAFFIC SIGNAL SYSTEM #1 - US2/RIVERBEND | |
| 592 | | TRAFFIC SIGNAL SYSTEM #2 - US2/RIVERBEND | |
| 593 | | OKANOGAN COUNTRY TWISP RIVER ROAF, SPOKAN GRADE OVERLAY | |
| 594 | | TOTAL ESTIMATE BOND | |
| 595 | | MOBILIZATION | |
| 596 | | ROADWAY EXCAVATION INCL. HAUL | |
| 597 | | FLARED END SECTION 12 IN. DIAM | |
| 598 | | PLAIN ST CULV. PIPE 0.064 IN. TH 12 IN DIAM | |
| 599 | | BEAM GUARDRAIL POST 6FT | |
| 600 | | BEAM GUARDRAIL POST 9FT | |
| 601 | | BEAM GUARDRAIL POST 11FT | |
| 602 | | BEAM GUARDRAIL POST CRT | |
| 603 | | RAISING EXISTING BEAM GUARDRAIL | |
| 604 | | BEAM GUARDRAIL BLOCK | |
| 605 | | CRUSHED SURFACING BASE COURSE | |
| 606 | | CRUSHED SURFACING TOP COURSE | |
| 607 | | HMA CL. 1/2" PG 64-28 | |
| 608 | | WATER | |
| 609 | | ESC LEAD | |
| 610 | | EROSION CONTROL AND WATER POLUTION PREV. | |
| 611 | | PAINT LINE | |
| 612 | | TEMPORARY PAVEMENT MARKING-SHORT DURAL | |
| 613 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
| 614 | | TRAFFIC CONTROL SUPERVISOR | |
| 615 | | FLAGGERS | |
| 616 | | TRIMMING AND CLEANUP | |
| 617 | | MAILBOX SUPPORT TYPE1 | |
| 618 | | MAILBOX SUPPORT TYPE2 | |
| 619 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 620 | | COMPACTION PRICE ADJUSTMENT | |
| 621 | | MINOR CHANGE | |
| 622 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
| 623 | | SPCC PLAN | |
| 624 | | HOHANSEN CONSTRUCTION COMPANY INC - EASY STREET ROUNDABOUT | |
| 625 | | TOTAL ESTIMATE BOND | |
| 626 | | MOBILIZATION 9INCL. 5 MOBILIZATIONS - ON | |
| 627 | | ASPHALT FOR FOG SEAL | |
| 628 | | HMA FOR PAVMENT REPAIR CL. 3/8 IN | |
| 629 | | HMA CL. 3/8 IN PG 64V-28 | |
| 630 | | COMMERCIAL HMA | |
| 631 | | EASTMONT METROPOLITIAN PARKS DISTRICT - EASTMONT PARKS-FITNESS PAD | |
| 632 | | TOTAL ESTIMATE BOND | |
| 633 | | MOBILIZATION | |
| 634 | | EXCAVATION OF SUB GRADE | |
| 635 | | SOIL STERILANT AND CRUSHED SURFACING TOP | |
| 636 | | PARKSIDE RENOVATION PROJECT | |
| 637 | | TOTAL ESTIMATE BOND | |
| 638 | | MOBILIZATION | |
| 639 | | PLACE 2.5 " OF CL. 1/2 IN PG-28 | |
| 640 | | DEACONESS BUILDING | |
| 641 | | TOTAL ESTIMATE BOND | |
| 642 | | MOBILIZATION | |
| 643 | | COMMERCIAL HMA (3" DEPTH) | |
| 644 | | ALL COMMERCIAL HMA (3" DEPTH) | |
| 645 | | CASHMIERE - 1050 ZONE IMPROVEMENTS | |
| 646 | | TOTAL ESTIMATE BOND | |
| 647 | | MOBILIZATION | |
| 648 | | HMA CL 3/8" PG 64-28 FOR PAVEMENT REP | |
| 649 | | PIPKIN CONSTRUCTION - CHELAN-MAIN ZONE CAPACITY IMPROVEMENTS | |
| 650 | | TOTAL ESTIMATE BOND | |
| 651 | | MOBILIZATION | |
| 652 | | HMA CL 3/8" PG 64-28 | |
| 653 | | HALME BUYILDERS - EAST WENATCHEE CIVIC CAMPUS | |
| 654 | | TOTAL ESTIMATE BOND | |
| 655 | | MOBILIZATION | |
| 656 | | PLACE 8" OF CRUSHED ROCK UNDER ASPHALT A | |
| 657 | | PLACE 6" OF CRUSHED ROCK,BLADE WATER A | |
| 658 | | TRENCH PATCHING 4" OF ASPHALT | |
| 659 | | PLACE 4" OF ASPHALT | |
| 660 | | OKANOGAN CENTRAL LANDFILL - ASPHALT PAD | |
| 661 | | TOTAL ESTIMATE BOND | |
| 662 | | MOBILIZATION | |
| 663 | | ASPHALT PAD (.25' 2 LIFTS) | |
| 664 | | CITY OF ROCK ISLAND - INDIANA AVE PATCH | |
| 665 | | TOTAL ESTIMATE BOND | |
| 666 | | MOBILIZATION | |
| 667 | | COMMERICAL HMA | |
| 668 | | CCPUD NORTH SHORE LAKE CHELAN SUBSTATION | |
| 669 | | TOTAL ESTIMATE BOND | |
| 670 | | MOBILIZATION | |
| 671 | | PLACE 3" OF ASPHALT ON APPROACHES | |
| 672 | | PLACE 3" OF ASPHALT ON BERRY ACCESS | |
| 673 | | PLACE 3" OF ASPHALT ON SUBSTATION | |
| 674 | | EASTMONT SCHOOL DIST. - PATCH | |
| 675 | | TOTAL ESTIMATE BOND | |
| 676 | | MOBILIZATION | |
| 677 | | PLACE 3" OF ASPHALT ON TRAIL PATCH | |
| 678 | | PLACE 3" OF ASPHALT ON PARKING LOT PATCH | |
| 679 | | GOODWIN/SUNSET ROAD IMPROVEMENTS | |
| 680 | | TOTAL ESTIMATE BOND | |
| 681 | | MOBILIZATION | |
| 682 | | HMA CL 3/8" PH 64-28 (ITEM 25) | |
| 683 | | HMA CL 3/8" PH 64-28 (ITEM 25-5) | |
| 684 | | COMMERICAL HMA (ITEM 26) | |
| 685 | | COMMERICAL HMA (ITEM 26-4) | |
| 686 | | COMMERICAL HMA (ITEM 26-5) | |
| 687 | | MOE ASPHALT & PAVING - CONFLUENCE PARK MAINTANCE BUILDING | |
| 688 | | TOTAL ESTIMATE BOND | |
| 689 | | MOBILIZATION | |
| 690 | | BLADE, WATER AND COMPACT | |
| 691 | | PLACE 2" OF ASPHALT | |
| 692 | | | |
| 693 | | | |
| 694 | | | |
| 695 | | | |
| 696 | | BENTON CITY PIT | |
| 697 | | BMS SELF STORAGE ONSITE/OFFSITE | |
| 698 | | TOTAL ESTIMATE BOND | |
| 699 | | MOBILIZATION | |
| 700 | | MOBILIZATION | |
| 701 | | HMA CI 1/2" PG 64-28 (2" DEPTH) OFFSITE | |
| 702 | | HMA CI 1/2" PG 64-28 (2" DEPTH) ONSITE | |
| 703 | | KEVIN LANDON 509 CAROL ST. PROJECT | |
| 704 | | TOTAL ESTIMATE BOND | |
| 705 | | MOBILIZATION | |
| 706 | | PREP AREA AND PLACE 2"AV. DEPTH CSBC | |
| 707 | | PREMIER EXCAVATION PATCH | |
| 708 | | MOBILIZATION | |
| 709 | | HAUL AND PLACE HMA | |
| 710 | | GOODMAN AND MEHLENBACHER - | |
| 711 | | TOTAL ESTIMATE BOND | |
| 712 | | MOBILIZATION | |
| 713 | | HMA CI 1/2" PG 64-28 (3" DEPTH) | |
| 714 | | HMA (2" DEPTH) FOR PEDESTRIAN PATHWAY | |
| 715 | | OLD MAID COULEE BRIDGE SB DECK REHAB | |
| 716 | | TOTAL ESTIMATE BOND | |
| 717 | | MOBILIZATION | |
| 718 | | ASPHALT COST PRICE ADJUSTMENT | |
| 719 | | COMMERCIAL HMA | |
| 720 | | COMPACTION PRICE ADJUSTMENT | |
| 721 | | CITY OF PASCO - COURT ST OVERLAY | |
| 722 | | TOTAL ESTIMATE BOND | |
| 723 | | (A-6) MOBILIZATION | |
| 724 | | (A-12) PAVEMENT REPAIR EXCAVATION INCL. HAUL | |
| 725 | | (B-10) PAVE REPAIR EXCAVATION INCL. HAUL | |
| 726 | | (A-15) CRACK SEALING-LF | |
| 727 | | (B-13) CRACK SEALING-LF | |
| 728 | | (A-8) PLANING BITUMINOUS PAVEMENT | |
| 729 | | (A-9) PLANING BITUMINOUS PAVE FOR PAVEMENT | |
| 730 | | (B-6) PLANING BITUMINOUS PAVEMENT | |
| 731 | | (B-7) PLANING BITUMINOUS PAVEMENT FOR PAVE | |
| 732 | | (A-23) CEMENT CONCRETE TRAFFIC CURB &G | |
| 733 | | (A-24)EXTENDED CURB | |
| 734 | | (B-21) CEMENT CONCRETE TRAFFIC CURB & G | |
| 735 | | (A-10) HMA CL. 1/2-INCH PG 64H-28 | |
| 736 | | (A-11) HMA FOR RADIUS WRAP CL 1/2INCH F | |
| 737 | | (A-13) HMA FOR PAVE REPPAIR CL 3/8INCH F | |
| 738 | | (A-14) HMA SYNTHETIC FIBER ADDITIVE | |
| 739 | | (B-8) HMA CL. 1/2-INCH PG 64H-28 | |
| 740 | | (B-9) HMAFOR RADIUS WRAP CL 1/2INCH F | |
| 741 | | (B-9) HMAFOR RADIUS WRAP CL 1/2INCH F | |
| 742 | | (B-12) HMA SYNTHETIC FIBER ADDITIVE | |
| 743 | | (A-19) ESC LEAD | |
| 744 | | (A-21) INTEL PROTECTION | |
| 745 | | (B-17) ESC LEAD | |
| 746 | | (B-18) EROSION/WATER POLLUTION CONTROL | |
| 747 | | (B-19) INTEL PROTECTION | |
| 748 | | (A-7) PTTC | |
| 749 | | (A-16) ADJUST MANHOLE | |
| 750 | | (A-17) ADJUST CATCH BASIN | |
| 751 | | (A-18) ADJUST VALVE CASE & COVER | |
| 752 | | (A-25) ADJUST MONUMENT CASE & COVER | |
| 753 | | (A-26) RELOCATE MAILBOX | |
| 754 | | (A-27) PERMANENT SIGNING | |
| 755 | | (A-28) PAVEMENT MARKINGS | |
| 756 | | (B-5) PTTC | |
| 757 | | (B-14) ADJUST MANHOLE | |
| 758 | | (B-15) ADJUST CATCH BASIN | |
| 759 | | (B-16) ADJUST VALVE CASE & COVER | |
| 760 | | (B-22) ADJUST MONUMENT CASE & COVER | |
| 761 | | (B-23) REPLACE MONUMENT CASE & COVER | |
| 762 | | (B-24) RELOCATE MAILBOX | |
| 763 | | (B-25) PAVEMENT MARKINGS | |
| 764 | | (A-1) MINOR CHANGE | |
| 765 | | (A-2) ROADWAY SURVEYING | |
| 766 | | (A-3) RECORD DRAWINGS (MINIMUM BID $5,000) | |
| 767 | | (A-4) TRAINING | |
| 768 | | (A-5) SPCC PLAN | |
| 769 | | (A-20) EROSION/WATER POLLUTION CONTROL | |
| 770 | | (A-22) LANDSCAPE RESTORATION | |
| 771 | | (B-1) MINOR CHANGE | |
| 772 | | (B-2) ROADWAY SURVEYING | |
| 773 | | (B-3) RECORD DRAWINGS (MINIMUM BID $5,000) | |
| 774 | | (B-4) SPCC PLAN | |
| 775 | | (B-20) LANDSCAPE RESTORATION | |
| 776 | | YAKIMA COUNTY LINE TO DRY CREEK | |
| 777 | | TOTAL ESTIMATE BOND | |
| 778 | | MOBILIZATION | |
| 779 | | REMOVING MISCELLANEOUS TRAFFIC | |
| 780 | | SHOULDER FINISHING | |
| 781 | | PAVEMENT REPAIR EXCAVATION INCL | |
| 782 | | ASPHALT FOR FOG SEAL | |
| 783 | | CRACK SEALING-CM | |
| 784 | | PLANNING BITUMINOUS PAVEMENT | |
| 785 | | HMA FOR PAVEMENT REPAIR CL 1/2 IN | |
| 786 | | HMA CL 1/2 IN PH 64H-28 | |
| 787 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 788 | | COMPACTION PRICE ADJUSTMENT | |
| 789 | | ASPHALLT COST PRICE ADJUSTMENT | |
| 790 | | HMA SAWCUT AND SEAL | |
| 791 | | CYCLIC DENSITY PRICE ADJUSTMENT | |
| 792 | | INLET PROTECTION | |
| 793 | | FLEXIBLE GUILD POST | |
| 794 | | PAINT LINE | |
| 795 | | PLASTIC DRAINAGE MARKING | |
| 796 | | CENTERLINE RUMBLE STRIP | |
| 797 | | SHOULDER RUMBLE STRIP TYPE 2 | |
| 798 | | RECESSED PAVEMENT MARKER | |
| 799 | | TEMPORARY PAVEMENT MARKING-SH | |
| 800 | | AUTOMATED FLAGGER ASSISTANCE D | |
| 801 | | PORTABLE CHANGABLE MESSAGE S | |
| 802 | | PROJECT TEMPORARY TRAFFIC CONT | |
| 803 | | WORK ZONE SAFETY CONTINGENCY | |
| 804 | | CONSTRUCTION SIGNS CLASS A | |
| 805 | | ARCHAEOLOGICAL AND HISTORICAL | |
| 806 | | REMOVING AND RESETTING MONUMENT | |
| 807 | | ROADSIDE CLEAN UP | |
| 808 | | REIMBURSEMENT FOR THIRD PARTY | |
| 809 | | MINOR CHANGE | |
| 810 | | AGGREGATE COMPLIANCE PRICE ADJ | |
| 811 | | SPCC PLAN | |
| 812 | | TRAFFIC SIGNAL IMPROVEMENTS - CITYWIDE PH 2 | |
| 813 | | TOTAL ESTIMATE BOND | |
| 814 | | MOBILIZATION | |
| 815 | | HMA FOR PAVEMENT REPAIR CL 3/8" PG 64S | |
| 816 | | YAKIMA RIVER BRIDGES & CHANDLER CANAL BR WB DECK | |
| 817 | | TOTAL ESTIMATE BOND | |
| 818 | | MOBILIZATION | |
| 819 | | ASPHALT FOR FOG SEAL | |
| 820 | | HMA CL 1/2 PG 64H-28 | |
| 821 | | ASPHALT COST PRICVE ADJUSTMENT | |
| 822 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 823 | | COMPACTION PRICE ADJUSTMENT | |
| 824 | | | |
| 825 | | | |
| 826 | | | |
| 827 | | | |
| 828 | | MILTON-FREEWATER PIT | |
| 829 | | WALLA WALLA ELKS LODGE | |
| 830 | | TOTAL ESTIMATE BOND | |
| 831 | | MOBILIZATION | |
| 832 | | STREET PATCHING & PAVING ADA PARKING STALL | |
| 833 | | STRIPING PARKING LOT | |
| 834 | | HWY 730 PIPE PUSH REPAIR (PRIVATE) | |
| 835 | | TOTAL ESTIMATE BOND | |
| 836 | | MOBILIZATION | |
| 837 | | PROVIDE LABOR AND EQUIPMENT FOR PATCHING | |
| 838 | | BIG D'S CONSTRUCTION DELL AVENUE PATCH | |
| 839 | | TOTAL ESTIMATE BOND | |
| 840 | | MOBILIZATION | |
| 841 | | FURNISH AND INSTALL 5.5 OF HMA CL1/2" PO | |
| 842 | | EAGON EXCAVATION AND CONSTRUCTION - EAGON APPROACH | |
| 843 | | TOTAL ESTIMATE BOND | |
| 844 | | MOBILIZATION | |
| 845 | | FURNISH AND INSTALL 3" OF HMA CL.1/2" PG 6 | |
| 846 | | DOUGLAS RIETZ DDS | |
| 847 | | TOTAL ESTIMATE BOND | |
| 848 | | MOBILIZATION | |
| 849 | | FURNISH AND INSTALL 1.5 OF HMA CL. 1/2" P | |
| 850 | | PAT BARKER APPROACH (PRESCOTT WA.) | |
| 851 | | TOTAL ESTIMATE BOND | |
| 852 | | MOBILIZATION | |
| 853 | | HAUL AND PLACE OF 3" PG64 | |
| 854 | | SHEARER AND ASSOCIATES -- VESPAR APARTMENTS COLLEGE PLACE | |
| 855 | | TOTAL ESTIMATE BOND | |
| 856 | | MOBILIZATION | |
| 857 | | TIGHT BLADE PARKING LOT AND ALLEY WAY | |
| 858 | | FURNISH AND INSTALL 3" OF HMA CL.1 | |
| 859 | | STRIPPING, HANDICAP STALLS AND PARKING BUM | |
| 860 | | NORTHWEST GRAIN GROWERS INC | |
| 861 | | TOTAL ESTIMATE BOND | |
| 862 | | MOBILIZATION | |
| 863 | | PRESCOTT GROUND PILE, FURNISH AND INSTALL | |
| 864 | | SHEFFLER GROUND PILE FURNISH AND INSTALL | |
| 865 | | SHEFFLER SCALES, FURNISH AND INSTALL 3" OF | |
| 866 | | DIXIE, FURNISH AND INSTALL 3" OF HMA | |
| 867 | | TRACEY, FURNISH AND INSTALL 3" OF HMA | |
| 868 | | SAPOLIL, FURNISH AND INSTALL 3" OF HMA | |
| 869 | | RASER, FURNISH AND INSTALL 3" OF HMA | |
| 870 | | WALLA WALLA OFFICE, FURNISH AND INSTALL 3" OF HMA | |
| 871 | | WALULA WESTSIDE SCALE, FURNISH AND INSTALL 3" OF HMA | |
| 872 | | WALULA REMAINDER, FURNISH AND INSTALL 3" OF HMA | |
| 873 | | CREEK SIDE APARTMENTS | |
| 874 | | TOTAL ESTIMATE BOND | |
| 875 | | MOBILIZATION | |
| 876 | | FURNISH AND INSTALL 1.5" HMA CL. 1/2 PG 6 | |
| 877 | | STRIPPING PARKING LOT, HANDICAP STALLS AND D | |
| 878 | | US 730 MP 195.44 (STALH PRIVATE JOB) | |
| 879 | | TOTAL ESTIMATE BOND | |
| 880 | | MOBILIZATION | |
| 881 | | FURNISH AND INSTALL 4" OF HMA FOR SHOE FLY | |
| 882 | | FURNISH AND INSTALL 8" OF HMA CL.1/2" PG | |
| 883 | | REFRESCO PARKING PAD | |
| 884 | | TOTAL ESTIMATE BOND | |
| 885 | | MOBILIZATION | |
| 886 | | FURNISH AND INSTALL 4" OF HMA CL 1/2" PG | |
| 887 | | NORTHWEST GRAIN GROWERS (SEED PLANT DIVISION) | |
| 888 | | TOTAL ESTIMATE BOND | |
| 889 | | MOBILIZATION | |
| 890 | | MCKAY ALTO SEED SILOS PREP AND INSTALL 3" | |
| 891 | | BOLLES SEED PLANT SILOS PREP AND INSTALL | |
| 892 | | EUREKA SEED PLANT SILOS PREP AND INSTAL 3 | |
| 893 | | ENNIS SEED PLANT SILOS INSTAL 3" OF HMA | |
| 894 | | CLYDE SEED PLANT SILOS GRADE OUT AND INSTALL | |
| 895 | | CLANCY SCALES SEED PLANT INSTAL 2" OF HMA | |
| 896 | | BIG D'S CONSTRUCTION - DELL AVE RESTRATION | |
| 897 | | TOTAL ESTIMATE BOND | |
| 898 | | MOBILIZATION | |
| 899 | | FURNISH AND INSTALL 3" OF HMA CL 1/2" PG | |
| 900 | | ABG BUILDS - HOME DEPOT PATCH WALLA WALLA | |
| 901 | | TOTAL ESTIMATE BOND | |
| 902 | | MOBILIZATION | |
| 903 | | DIG OUT AND INSTALL 3" OF HMA CL. 1/2" PG | |
| 904 | | MARK MULVIHILL - DRIVEWAY | |
| 905 | | TOTAL ESTIMATE BOND | |
| 906 | | MOBILIZATION | |
| 907 | | SAW, CUT AND PREP DRIVEWAY | |
| 908 | | FURNISH AND INSTALL 2" OF HMA CL 1/2" PG | |
| 909 | | DEREK REDWINE - DRIVEWAY | |
| 910 | | TOTAL ESTIMATE BOND | |
| 911 | | MOBILIZATION | |
| 912 | | FURNISH AND INSTALL 2" OF HMA CL 1/2" PG | |
| 913 | | ELLISON EARTHWORKS - GREEN TANK PATCHING (WALULA AVE.) | |
| 914 | | TOTAL ESTIMATE BOND | |
| 915 | | MOBILIZATION | |
| 916 | | FURNISH AND INSTALL 3" OF HMA 1/2"PG | |
| 917 | | BIG D'S CONSTRUCTION - BAGLEY WALLA WALLA MINI STORAGE | |
| 918 | | TOTAL ESTIMATE BOND | |
| 919 | | MOBILIZATION | |
| 920 | | FURNISH AND INSTALL 2.5" OF HMA CL 1/2" PG | |
| 921 | | SINECO CONSTRUCTION - HERMISTON POTATO SHED | |
| 922 | | TOTAL ESTIMATE BOND | |
| 923 | | MOBILIZATION | |
| 924 | | FURNISH AND INSTALL 2" OF HMA CL 1/2" PG | |
| 925 | | GARRISON CREEK R&R | |
| 926 | | TOTAL ESTIMATE BOND | |
| 927 | | MOBILIZATION | |
| 928 | | MOBILIZATION | |
| 929 | | GRIND EXISTING ASPHALT 3" | |
| 930 | | GRIND OUT 2-3" ENTIRE ROADWAY | |
| 931 | | FURNISH AND INSTALL 3" OF HMA 1/2"PG | |
| 932 | | FURNISH AND INSTALL 3" OF HMA 1/2"PG | |
| 933 | | ARROW CONCRETE &ASPHALT -- US BANK HERMISTON | |
| 934 | | TOTAL ESTIMATE BOND | |
| 935 | | MOBILIZATION | |
| 936 | | REMOVE 3" OF HMA AMD HAUL TO GRANITES | |
| 937 | | BLADE ADDED ROCK FOR PROPER DDRAINAGE | |
| 938 | | FURNISH AND INSTALL 3" OF HMA 1/2"PG | |
| 939 | | INDIAN GILLS APARTMENTS | |
| 940 | | TOTAL ESTIMATE BOND | |
| 941 | | MOBILIZATION | |
| 942 | | SAWCUT AND EXCAVATE OUT OF TWO OF THE ARE | |
| 943 | | UMATILLA RIVER MAC HOKE RD | |
| 944 | | TOTAL ESTIMATE BOND | |
| 945 | | MOBILIZATION | |
| 946 | | LEVEL 2, 1/2" ACP MICTURE (64-28) | |
| 947 | | HWY 395 SLOW LANE AND HOLIDAY INN PACER PATCHING | |
| 948 | | TOTAL ESTIMATE BOND | |
| 949 | | MOBILIZATION | |
| 950 | | HOLIDAY INN PAVER PATCHING | |
| 951 | | HWY 395 PAVER PATCHING | |
| 952 | | WALLULA AVE MP 2.00 TO 2.20 | |
| 953 | | TOTAL ESTIMATE BOND | |
| 954 | | MOBILIZATION | |
| 955 | | (R-1) BASE COURSE PICKED UP AT THE MILTON | |
| 956 | | HMA CI. 1/2" PG 64H-28 | |
| 957 | | HM FOR APPROACH CI. 1/2" PG 64H-28 | |
| 958 | | ASPHALT COST PRICE ADJUSTMENT | |
| 959 | | CRUSHED SURFACING BASE COURSE (DELIVERY) | |
| 960 | | SILVER CREEK CONTRACTING - S.W. HOUTAMA RD WATER LINE PROJECT (CITY OF PENDLETON) | |
| 961 | | TOTAL ESTIMATE BOND | |
| 962 | | MOBILIZATION | |
| 963 | | ASPHALT PATCHING CL.1/2" PG 64-28 LEVEL | |
| 964 | | KIRBY NAGELHOUT CONSTRUCTION COMPANY - ROCKY HEIGHTS ELEMENTRY SCHOOL (HERMISTON) | |
| 965 | | TOTAL ESTIMATE BOND | |
| 966 | | MOBILIZATION | |
| 967 | | FURNISH AND INSTALL 3" OF HMA ON A GRADE | |
| 968 | | EASTERN OREGON CONTRACTING LLC - LINCOLN SCHOOL PATCHING | |
| 969 | | TOTAL ESTIMATE BOND | |
| 970 | | MOBILIZATION | |
| 971 | | FURNISH AND INSTALL 4" OF HMA 1/2"PG | |
| 972 | | CUTIR TRIBAL DIRESTATION REMODEL | |
| 973 | | TOTAL ESTIMATE BOND | |
| 974 | | MOBILIZATION | |
| 975 | | FURNISH AND INSTALL 3" OF HMA 1/2"PG | |
| 976 | | PATCHING 3" OF HMA CL. 1/2" PG64-28 LEV | |
| 977 | | ALTERNATE BID, 2" OF HMA CL. 1/2 64-28 LE | |
| 978 | | WESTON FIRE STATION | |
| 979 | | TOTAL ESTIMATE BOND | |
| 980 | | MOBILIZATION | |
| 981 | | (R-1) BASE COURSE DELIVERED IN A PILE TO J | |
| 982 | | FURNISH AND INSTALL 25" OF HMA 1/2"PG | |
| 983 | | FURNISH AND INSTALL 4" OF HMA 1/2"PG | |
| 984 | | SINECO CONSTRUCTION - CITY OF UMATILLA PATCHING | |
| 985 | | TOTAL ESTIMATE BOND | |
| 986 | | MOBILIZATION | |
| 987 | | FURNISH AND INSTALL 8" OF HMA 1/2"PG | |
| 988 | | VERDIS - LOWER GRANIT DAM PATCHING | |
| 989 | | TOTAL ESTIMATE BOND | |
| 990 | | MOBILIZATION | |
| 991 | | FURNISH AND INSTALL 3" OF HMA 1/2"PG | |
| 992 | | KLB CONSTRUCTION - WANAPA TRENCH PATCHING | |
| 993 | | TOTAL ESTIMATE BOND | |
| 994 | | MOBILIZATION | |
| 995 | | FURNISH AND INSTALL 6" OF HMA 1/2"PG | |
| 996 | | | |
| 997 | | | |
| 998 | | | |
| 999 | | | |
| 1000 | | | |
| 1001 | | YAKIMA PIT | |
| 1002 | | CARGILL / GRANGER | |
| 1003 | | CSBC DELIVERED PER TON | |
| 1004 | | VALLEY MALL BOULEVARD RESURFACING | |
| 1005 | | TOTAL ESTIMATE BOND | |
| 1006 | | MOBILIZATION | |
| 1007 | | UNCLASSIFIED EXCAVATION INCL. HAUL | |
| 1008 | | CRACK SEALING-LF | |
| 1009 | | PLANING BITUMINOUS MATERIAL | |
| 1010 | | PLANING BITUMINOUS MATERIAL FOR RADIUS | |
| 1011 | | CONSTRUCTION GEOTEXTILE FOR SEPERATION | |
| 1012 | | HMA CI. 1/2- INCH PG 64H-28 | |
| 1013 | | HMA FOR RADIUS WRAP CI. 1/2-INCH PG 64 | |
| 1014 | | PAVEMENT REPAIR EXCAVATION INCL. HAUL | |
| 1015 | | HMA FOR PAVEMENT REPAIR CI. 1/2- INCH PG | |
| 1016 | | HMA SYNTHETIC FIBER ADDITIVE | |
| 1017 | | IRRIGATION SYSTEM | |
| 1018 | | QUARRY SPALLS | |
| 1019 | | ECS LEAD | |
| 1020 | | PROJECT TEMP TRAFFIC CONTROL | |
| 1021 | | ADJUST MANHOLE | |
| 1022 | | ADJUST CATCH BASIN | |
| 1023 | | ADJUST VALVE BOX CASE AND COVER | |
| 1024 | | INLAT PROTECTION | |
| 1025 | | RADAR DETECTION SYSTEM COMPLETE | |
| 1026 | | TRAFFIC DELINEATOR | |
| 1027 | | PAVEMENT MARKINGS | |
| 1028 | | MINOR CHANGE | |
| 1029 | | SPCC PLAN | |
| 1030 | | DLT CONSTRUCTION, LLC UPPER VALLEY ESTATES | |
| 1031 | | TOTAL ESTIMATE BOND | |
| 1032 | | MOBILIZATION | |
| 1033 | | HAUL & PLACE .50' CSBC | |
| 1034 | | HAUL & PLACE .20'HMA CL. 182-INCH PG 6 | |
| 1035 | | DLT CONSTRUCTION YAKIMA FEDERAL BUILDING | |
| 1036 | | TOTAL ESTIMATE BOND | |
| 1037 | | MOBILIZATION | |
| 1038 | | HAUL & PLACE 3' HMA | |
| 1039 | | | |
| 1040 | | | |
| 1041 | | | |
| 1042 | | | |
| 1043 | | | |
| 1044 | | 2023 TRUCKING DIVISION HAULING ONLY | |
| 1045 | | TOTAL ESTIMATE BOND | |
| 1046 | | HAULING EQUIPMENT FOR REPAIR | |
| 1047 | | HAULING TRUCKS FOR REPAIR | |
| 1048 | | HAULING FOR PALMER LAKE RANCH/ SPARKLIN | |
| 1049 | | UNBILLABLE EQUIPMENT HAULING FOR CWA | |
| 1050 | | SAFETY & TRAINING | |
| 1051 | | ALL DIVISIONS MATERIAL SALES | |
| 1052 | | HAULING FOR NCC | |
| 1053 | | MISC. HAULING FOR NCC | |
| 1054 | | HAULING DIRT FOR NCC | |
| 1055 | | HAULING FOR AAA READYMIX | |
| 1056 | | MOBILIZATION | |
| 1057 | | MISC. HAULING FOR AAA READY MIX ML | |
| 1058 | | HAULING FOR AAA - READY MIX ML | |
| 1059 | | HAULING FOR AAA - READY MIX WENATCHEE | |
| 1060 | | HAULING FOR OUTSIDE COMPANIES | |
| 1061 | | MOBILIZATION | |
| 1062 | | HAULING FOR CULBERT CONST. | |
| 1063 | | MOBLIZATION | |
| 1064 | | HAULING FOR SHAMROCK PAVING | |
| 1065 | | MOBILIZATION | |
| 1066 | | MISC. HAULING FOR SHAMROCK PAVING | |
| 1067 | | HAULING FOR SHAMROCK MANUFACTURING | |
| 1068 | | MOBILIZATION | |
| 1069 | | MISC. HAULING FOR SHAMROCK MFG. | |
| 1070 | | HAULING FOR CMI | |
| 1071 | | TOTAL ESTIMATE BOND | |
| 1072 | | HAULING FOR HIAWATHA HOT PLANT | |
| 1073 | | HAULING FOR WENATCHEE HOT PLANT | |
| 1074 | | HAULING FOR OMAK PIT | |
| 1075 | | HAULING FOR BENTON CITY HOT PLANT | |
| 1076 | | HAULING FOR MILTON-FREEWATER HOT PLANT | |
| 1077 | | HAULING FOR COULEE CITY HOT PLANT | |
| 1078 | | HAULING FOR YAKIMA HOT PLANT | |
| 1079 | | HAULING FOR BECK ROAD HOT PLANT | |
| 1080 | | HAULING TO BECKER RD. ADAMS CO. HOT PLANT | |
| 1081 | | HAULING TO ORONDO HOT PLANT | |
| 1082 | | HAULING FOR AAA CONCRETE | |
| 1083 | | TOTAL ESTIMATE BOND | |
| 1084 | | HAULING EQUIPEMENT | |
| 1085 | | HAULING FOR SPOKANE BATCH PLANT | |
| 1086 | | HAULING FOR BC BATCH PLANT | |
| 1087 | | TRUCK RENTAL MELSIN CORP PASCO AIRPORT | |
| 1088 | | TOTAL ESTIMATE BOND | |
| 1089 | | MOBILIZATION | |
| 1090 | | TRUCKING | |
| 1091 | | TRUCKING ATKINSON HWY 12 | |
| 1092 | | TOTAL ESTIMATE BOND | |
| 1093 | | MOBILIZATION | |
| 1094 | | TRUCKING | |
| 1095 | | TRUCKING- APOLLO GRINDING HAUL | |
| 1096 | | TRUCK GRINDINGS | |
| 1097 | | GRANITE PETROLEUM PASCO ATCT USY DECOM. PROJECT - PASCO AIRPORT | |
| 1098 | | TOTAL ESTIMATE BOND | |
| 1099 | | MATERIAL HMA | |
| 1100 | | INTENTS AND AFFIDAVITS | |
| 1101 | | TRUCK RENTAL | |
| 1102 | | APOLLO INC. TRUCKING --- APOLLO - TOPPENISH | |
| 1103 | | TRUCKING TOPPENISH | |
| 1104 | | WALLACE WAY BUSINESS PARK | |
| 1105 | | TOTAL ESTIMATE BOND | |
| 1106 | | TRUCKING ONLY | |
| 1107 | | TRUCKING FOR TOTAL SITE SERVICES (PREVAILING) | |
| 1108 | | TOTAL ESTIMATE BOND | |
| 1109 | | MOBILIZATION | |
| 1110 | | TRUCKING | |
| 1111 | | CENTRAL WAHINGTON ASPHALT 2023 OIL HAUL | |
| 1112 | | MOBILIZATION | |
| 1113 | | OIL HAUL TO HIAWATHA ASPHALT PLANT | |
| 1114 | | OIL HAUL TO WENATCHEE ASPHALT PLANT | |
| 1115 | | OIL HAUL TO OMAK ASPHALT PLANT | |
| 1116 | | OIL HAUL TO HAYFORD RD ASPHALT PLANT | |
| 1117 | | OIL HAUL TO EUCLID ASPHALT PLANT | |
| 1118 | | OIL HAUL TO BENTON CITY ASPHALT PLANT | |
| 1119 | | OIL HAUL TO MILTON FREEWATER ASPHALT PLANT | |
| 1120 | | OIL HAUL TO COULEE CITY ASPHALT PLANT | |
| 1121 | | OIL HAUL TO WAPATO ASPHALT PLANT | |
| 1122 | | OIL HAUL TO BECK RD. PLANT | |
| 1123 | | OIL HAUL TO MITCHELL PLANT | |
| 1124 | | OIL HAUL TO COLVILLE ASPHALT PLANT | |
| 1125 | | VAAGAN COLVILLE | |
| 1126 | | MAINTENANCE | |
| 1127 | | EQUIPEMENT RENTAL | |
| 1128 | | TRAVEL EXPENSES | |
| 1129 | | FUEL COSTS | |
| 1130 | | CHELAN COUNTY-SUPPLY CRUSHED AGGREGATE | |
| 1131 | | CASHMERE DISTRICT | |
| 1132 | | WENATCHEE DISTRICT | |
| 1133 | | LEAVENWORTH DISTRICT | |
| 1134 | | ENTIAT DISTRICT | |
| 1135 | | CHELAN DISTRICT | |
| 1136 | | | |
| 1137 | | | |