| 1 | | CHIP SEAL | |
| 2 | | LINCOLN CO - MILES CRESTON RD (CHIP SEAL SUB) | |
| 3 | | TOTAL ESTIMATE BOND | |
| 4 | | MOBILIZATION | |
| 5 | | PLACING CRUSHED SCREENING 1/2 TO NO.4 | |
| 6 | | ADDITIONAL BROOMING | |
| 7 | | PLACING CRUSHED SCREENING 1/2 TO NO.4 | |
| 8 | | ADDITIONAL BROOMING | |
| 9 | | EMULSIFIED ASPHALT CRS-2 NEW CONSTRUCTION | |
| 10 | | EMULSIFIED ASPHALT CRS-2P SEAL COAT | |
| 11 | | EMULSIFIED ASPHALT CRS-2 NEW CONSTRUCTION | |
| 12 | | EMULSIFIED ASPHALT CRS-2P CONSTRUCTION | |
| 13 | | BENTON CITY 2025 CHIP SEAL PROJECT | |
| 14 | | TOTAL ESTIMATE BOND | |
| 15 | | MOBILIZATION | |
| 16 | | REGRADE EXISTING ROAD | |
| 17 | | CRUSHED SCREENINGS 3/8" #10 | |
| 18 | | EMULSIFIED ASPHALT CRS-2P | |
| 19 | | BROOMIMG AND VACUUM, CITY TO KEEP CST | |
| 20 | | PAINT CL 4" YELLOW DASH/GLASS BEAD | |
| 21 | | PAINT STOP BAR | |
| 22 | | PAINT STREET PARKING LINE | |
| 23 | | PAINT CROSSWALK LINE | |
| 24 | | PAINT LEFT TURN ARROW (TYPE 2SL) THERMOP | |
| 25 | | PAINT RIGHT TURN ARROW (TYPE 2SR) THERMO | |
| 26 | | TRAFFIC CONTROL | |
| 27 | | SPCC | |
| 28 | | 2025 RED TOWN INITIATIVE | |
| 29 | | TOTAL ESTIMATE BOND | |
| 30 | | MOBILIZATION, CLEANUP, AND DEMOBILIZATION | |
| 31 | | SUBGRADE REPAIR | |
| 32 | | CRUSHED SURFACING TOP COURSE FOR PRELEVEL | |
| 33 | | AGGREGATE FOR CHIP SEAL | |
| 34 | | AGGREGATE FOR OTTA SEAL | |
| 35 | | EMULSIFIED ASPHALT FOR CHIP SEAL | |
| 36 | | EMULSIFIED ASPHALT FOR OTTA SEAL | |
| 37 | | EMULSIFIED ASPHALT FOR FOG SEAL | |
| 38 | | SPCC PLAN | |
| 39 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
| 40 | | PAINT LINE | |
| 41 | | PAINTED CROSSWALK LINE | |
| 42 | | ADJUST MANHOLE | |
| 43 | | ADJUST VALVE BOX | |
| 44 | | CAST IN PLACE MONUMENET | |
| 45 | | WELLESLEY AVE CHIP SEAL | |
| 46 | | TOTAL ESTIMATE BOND | |
| 47 | | MOBILIZATION | |
| 48 | | AGG FOR BST, FA-3-PARTIAL | |
| 49 | | ASPHALT EMULSION CVRS-2P | |
| 50 | | ASPHALT FOR FOG SEAL | |
| 51 | | TOWN OF OAKESDALE-2025 SEAL COAT PROJECT | |
| 52 | | TOTAL ESTIMATE BOND | |
| 53 | | (1) MOBILIZATION | |
| 54 | | (A1) MOBILIZATION | |
| 55 | | (B1) MOBILIZATION | |
| 56 | | (B3) CRUSHED SURFACING TOP COURSE | |
| 57 | | (5) SINGLE CHIP SEAL | |
| 58 | | (6) DOUBLE CHIP SEAL | |
| 59 | | (7) SCRUB SEAL AND CHIP | |
| 60 | | (8) PULVERIZATION AND DOUBLE CHIP SEAL | |
| 61 | | (9) CHIP PATCH | |
| 62 | | (10) ASPHALT FOR FOG SEAL | |
| 63 | | (A3) SINGLE CHIP SEAL | |
| 64 | | (A4) ASPHALT FOR FOG SEAL | |
| 65 | | (B4) DOUBLE CHIP SEAL | |
| 66 | | (B5) ASPHALT FOR FOG SEAL | |
| 67 | | (3) SPCC PLAN | |
| 68 | | (11) ESC LEAD | |
| 69 | | (14) CLASSIFICATION AND PROTECTION OF SURVE | |
| 70 | | (A5) ESC LEAD | |
| 71 | | (B6) ESC LEAD | |
| 72 | | (4) PROJECT TEMPORARY TRAFFIC CONTROL | |
| 73 | | (12) INLET PROTECTION | |
| 74 | | (13) STREET CLEANING | |
| 75 | | (A2) PROJECT TEMPORARY TRAFFIC CONTROL | |
| 76 | | (A6) STREET CLEANING | |
| 77 | | (B2) PROJECT TEMPORARY TRAFFIC CONTROL | |
| 78 | | (B7) STREET CLEANING | |
| 79 | | (2) REIMBURSEMENT FOR 3RD PARTY DAMAGE | |
| 80 | | TOWN OF GARFIELD 2025 RED TOWN INITATIVE | |
| 81 | | TOTAL ESTIMATE BOND | |
| 82 | | SCH A TOWN OF GARFIELD-MOBILIZATION | |
| 83 | | SCH B TOWN OF FARMINGTON-MOBILIZATION | |
| 84 | | CRUSHED SURFACING TOP COURSE FOR GRAVEL | |
| 85 | | CRUSHED SURFACING TOP COURSE FOR GRAVEL | |
| 86 | | CRUSHED SURFACING TOP COURSE FOR PULVERI | |
| 87 | | EMULSIFIED ASPHALT FOR CRS-2P | |
| 88 | | EMULSIFIED ASPHALT FOR OTTA SEAL | |
| 89 | | FURNISHING AND PLACING CRUSHED AGGREGAT | |
| 90 | | FURNISHING AND PLACING CRUSHED SCREENING | |
| 91 | | FURNISHING AND PLACING CRUSHED AGGREGAT | |
| 92 | | EMULSIFIED ASPHALT FOR OTTA SEAL | |
| 93 | | FURNISHING AND PLACING CRUSHED AGGREGAT | |
| 94 | | PULVERIZE EXISTING PAVEMENT | |
| 95 | | GRADING AND SHAPING PULVERIZED MATERIAL | |
| 96 | | TEMPORARY TRAFFIC CONTROL | |
| 97 | | STRIPING | |
| 98 | | TEMPORARY TRAFFIC CONTROL | |
| 99 | | MINOR CHANGES | |
| 100 | | 2025 LIND ROADWAY-CHIP SEAL | |
| 101 | | TOTAL ESTIMATE BOND | |
| 102 | | MOBILIZATION | |
| 103 | | DOUBLE SHOT CHIP SEAL (HFE-150 AND CST) | |
| 104 | | LOWER WAITSBURG RD - WALLA WALLA CO | |
| 105 | | TOTAL ESTIMATE BOND | |
| 106 | | MOBILIZATION | |
| 107 | | FURNISHING AND PLACING CRUSHED SCREENING | |
| 108 | | FURNISHING AND PLACING CRUSHED SCREENING | |
| 109 | | EMULSIFIED ASPHALT CRS-2P | |
| 110 | | CRS-2P COST PRICE ADJUSTMENT | |
| 111 | | ASPHALT FOR FOG SEAL | |
| 112 | | TURNKEY WATER MAIN REPLACEMENT (SUB) | |
| 113 | | TOTAL ESTIMATE BOND | |
| 114 | | MOBILIZATION | |
| 115 | | CRUSHED SURFACING TOP COURSE | |
| 116 | | FURNISHING AND PLACING CRUSHED 1/2 INCH T | |
| 117 | | ASPHALT EMULSION CRS-2P | |
| 118 | | | |
| 119 | | MOSES LAKE PIT | |
| 120 | | I-90 WOLF LODGE TO CEDARS MTC SITE | |
| 121 | | TOTAL ESTIMATE BOND | |
| 122 | | MOBILIZATION-Z629-05A | |
| 123 | | SOFT SPOT REPAIR-205-095A | |
| 124 | | COLD MILING-431-005A | |
| 125 | | WATER AND POLUTION-212-105A | |
| 126 | | CONTINGENCY AMOUNT POTHOLE REPAIR-S900 | |
| 127 | | CSS-1 DILUTED EMULSIFIED ASPHALT FOR TACK | |
| 128 | | SUPERPAVE HMA PAVEMENT INCLUDING ASPH | |
| 129 | | SP JOINT ADHESIVE-S911-05H | |
| 130 | | REMOVAL OF SIGN-203-006A | |
| 131 | | REMOVAL OF BARRIER-203-080B | |
| 132 | | REMOVAL OF INLET-203-090A | |
| 133 | | REMOVAL OF MISC ITEMS REMOVAL OF CRASH | |
| 134 | | REMOVAL OF MISC ITEMS REMOVAL OF PIPE-2 | |
| 135 | | REMOVAL OF PAVEMENT MARKINGS-203-130A | |
| 136 | | EXCAVATION AND REPAIR OF SOFT SPOTS-205- | |
| 137 | | SHOULDER GRADING-205-090A | |
| 138 | | GUARDRAIL TERMINAL GRADING-205-100A | |
| 139 | | SILT FENCE-212-020A | |
| 140 | | SILT FENCE INSTALLATION PAID BY CWA TO NF | |
| 141 | | INLET PROTECTION-212-095A | |
| 142 | | TEMPORARY SHORING-584-005A | |
| 143 | | 18" STORM SEWER PIPE-605-035A | |
| 144 | | 24" STORM SEWER PIPE-605-045A | |
| 145 | | INLET-605-600A | |
| 146 | | W-BEAM GUARDRAIL-612-005A | |
| 147 | | GUARDRAIL TERMINAL FLARED-612-115B | |
| 148 | | GUARDRAIL TRANSITION, HIGH SPEED-612-120B | |
| 149 | | CONCRETE BARRIER-612-150A | |
| 150 | | MOH FOR BI 140 ABOVE | |
| 151 | | CONCRETE TERMINAL TYPE A-612-155A | |
| 152 | | CONCRETE TERMINAL TYPE B-612-156A | |
| 153 | | CRASH CUSION, PARTIALY REUSABLE-613-030 | |
| 154 | | SIGN TYPE B-1-616-010A | |
| 155 | | SIGN TYPE C-1-616-015A | |
| 156 | | STEEL SIGN POST POST TYPE A-4-616-040D | |
| 157 | | STEEL SIGN POST TYPE B-2-616-040G | |
| 158 | | SIGN BRACES-616-100A | |
| 159 | | DELINEATOR TYPE 2-617-010A | |
| 160 | | DELINEATOR TYPE 9-617-045A | |
| 161 | | MILEPOST TYPE 1-617-050A | |
| 162 | | TEMPORARY TRAFFIC CONTROL SIGNS-626-010A | |
| 163 | | BARRICADE TYPE 3-626-040A | |
| 164 | | DRUMS-626-050A | |
| 165 | | ARROW BOARD TYPE C-626-076A | |
| 166 | | MOSES LAKE GOLF & COUNTRY CLUB PARKING LOT 2025 | |
| 167 | | TOTAL ESTIMATE BOND | |
| 168 | | MOBILIZATION | |
| 169 | | PULVERIZE EXSTING HMA | |
| 170 | | PREPERATION OF SITE | |
| 171 | | COMMERCIAL HMA- AVERAGE 2" DEPTH | |
| 172 | | STRIPING | |
| 173 | | DESERT TURF FIFA PADS | |
| 174 | | TOTAL ESTIMATE BOND | |
| 175 | | MOBILIZATION | |
| 176 | | COMMERCIAL HMA - 3" DEPTH | |
| 177 | | PROJECT MAVERICK- AMAZON WWG9 MOSES LAKE | |
| 178 | | TOTAL ESTIMATE BOND | |
| 179 | | MOBILIZATION | |
| 180 | | CRUSHED SURFACING BASE COURSE- 12" DEPTH | |
| 181 | | HMA CL. 1/2" PG 64H-28-4" DEPTH | |
| 182 | | HMA CL. 1/2" PG 64H-28-5.5" DEPTH | |
| 183 | | CAD HOMES 2025 NEW OFFICE: HMA PAVING | |
| 184 | | TOTAL ESTIMATE BOND | |
| 185 | | MOBILIZATION | |
| 186 | | FINE GRADE ROCK PLACED BY CAD | |
| 187 | | COMMERCIAL HMA - 3" DEPTH | |
| 188 | | GRAPE DRIVE APARTMENTS | |
| 189 | | TOTAL ESTIMATE BOND | |
| 190 | | MOBILIZATION | |
| 191 | | COMMERCIAL HMA 2.5" DEPTH - INCLUDES CS | |
| 192 | | MARINA DR PARKING LOT | |
| 193 | | TOTAL ESTIMATE BOND | |
| 194 | | MOBILIZATION | |
| 195 | | COMMERCIAL HMA 2.5" DEPTH | |
| 196 | | OLYMPIA STREET SANITARY SEWER IMPROVMENTS | |
| 197 | | TOTAL ESTIMATE BOND | |
| 198 | | MOBILIZATION | |
| 199 | | COMMERCIAL HMA - 3" DEPTH | |
| 200 | | MT ADAMS STREET CANAL PATCH | |
| 201 | | TOTAL ESTIMATE BOND | |
| 202 | | MOBILIZATION | |
| 203 | | COMMERCIAL HMA - 3" DEPTH | |
| 204 | | PRATT HILLS DEVELOPMENT PAVING | |
| 205 | | TOTAL ESTIMATE BOND | |
| 206 | | MOBILIZATION | |
| 207 | | 3" HMA CL 1/2" PG 64-28 | |
| 208 | | 2" HMA CL 3/8" PG 64-28 | |
| 209 | | SAND HILL ESTATES VII | |
| 210 | | TOTAL ESTIMATE BOND | |
| 211 | | MOBILIZATION | |
| 212 | | CL. 1/2" PG 64-28 HMA - 3" DEPTH | |
| 213 | | SANDHILL PHASE 2 | |
| 214 | | TOTAL ESTIMATE BOND | |
| 215 | | MOBILIZATION | |
| 216 | | HMA CL. 1/2 IN. PG 64-28 2.5" DEPTH | |
| 217 | | FERGUSON MOSES LAKE | |
| 218 | | TOTAL ESTIMATE BOND | |
| 219 | | MOBILIZATION | |
| 220 | | DEMO & HAUL EXISTING ASPHALT | |
| 221 | | CRUSHED SURFACING BASE COURSE - 3" DEPTH | |
| 222 | | COMMERCIAL HMA - 2.5" DEPTH | |
| 223 | | HIGH DESERT ESTATES PAVING | |
| 224 | | TOTAL ESTIMATE BOND | |
| 225 | | MOBILIZATION | |
| 226 | | HMA CI. 1/2" PG 64H-28 - 3" LIFT | |
| 227 | | JENSEN SHED 2025 | |
| 228 | | TOTAL ESTIMATE BOND | |
| 229 | | MOBILIZATION | |
| 230 | | CRUSHED SURFACING BASE COURSE - 4" DEPTH | |
| 231 | | COMMERCIAL HMA - 2.5" DEPTH | |
| 232 | | SUGER BEAT PLANT RR CROSSINGS | |
| 233 | | TOTAL ESTIMATE BOND | |
| 234 | | MOBILIZATION | |
| 235 | | 5" DEPTH COMMERCIAL HMA INCL.- TIE REM | |
| 236 | | RICKERT HAY STORAGE | |
| 237 | | TOTAL ESTIMATE BOND | |
| 238 | | MOBILIZATION | |
| 239 | | SUBGRADE PREP | |
| 240 | | PREP AND PAVE - 6" CSBC & 3" HMA | |
| 241 | | WESTON EXPANSION | |
| 242 | | TOTAL ESTIMATE BOND | |
| 243 | | MOBILIZATION | |
| 244 | | COMMERCIAL HMA - 3" DEPTH | |
| 245 | | PEOPLE FOR PEOPLE PARKING LOT | |
| 246 | | TOTAL ESTIMATE BOND | |
| 247 | | MOBILIZATION | |
| 248 | | EXCAVATE AND PLACE ROCK FOR SHOULDER | |
| 249 | | HMA OVERLAY - .07 PRE LEVEL AND 1.5" OVERLAY | |
| 250 | | HMA OVER GRAVEL AREA - 2.5" DEPTH | |
| 251 | | RYAN REILLY DRIVEWAY-RITZVILLE | |
| 252 | | TOTAL ESTIMATE BOND | |
| 253 | | MOBILIZATION | |
| 254 | | 3" COMMERCIAL HMA- INCL PREP AND ROCK | |
| 255 | | CAD HOMES- LEE ST PARKING QUADPLEX | |
| 256 | | TOTAL ESTIMATE BOND | |
| 257 | | MOBILIZATION | |
| 258 | | COMMERCIAL HMA-2.5" DEPTH | |
| 259 | | BARRINGTON POINT 5 PHASE 2 | |
| 260 | | TOTAL ESTIMATE BOND | |
| 261 | | MOBILIZATION | |
| 262 | | CLASS B HMA-2.5" DEPTH | |
| 263 | | MANN 5PLEX | |
| 264 | | TOTAL ESTIMATE BOND | |
| 265 | | MOBILIZATION | |
| 266 | | COMMERCIAL HMA - 3" DEPTH | |
| 267 | | CASCADE MILLING WHEAT PADS | |
| 268 | | TOTAL ESTIMATE BOND | |
| 269 | | MOBILIZATION | |
| 270 | | 1/2" HMA-3" DEPTH | |
| 271 | | JUSTIN BROWN DRIVEWAY | |
| 272 | | TOTAL ESTIMATE BOND | |
| 273 | | MOBILIZATION-CHIP SEAL | |
| 274 | | DOUBLE SHOT CHIP SEAL-@ 18" WIDE | |
| 275 | | | |
| 276 | | NORTHSHORE PROJECT (REVISED II) | |
| 277 | | TOTAL ESTIMATE BOND | |
| 278 | | MOBILIZATION (SEE NOTE #1) | |
| 279 | | WEEDKILL & 3" HMA SP-3 PG 58-28 (PONDE) | |
| 280 | | WEEDKILL & 2" HMA SP-3 PG 58-28 (INTERIO) | |
| 281 | | WEEDKILL & 2" HMA SP-3 PG 58-28 (PATHW) | |
| 282 | | FOUR CROSS RANCH/DRY COULEE RD | |
| 283 | | TOTAL ESTIMATE BOND | |
| 284 | | MOBILIZATION | |
| 285 | | COMMERCIAL HMA-4" DEPTH | |
| 286 | | PERFORMIX NEW ENTRANCE | |
| 287 | | TOTAL ESTIMATE BOND | |
| 288 | | MOBILIZATION | |
| 289 | | COMMERCIAL HMA-3" DEPTH | |
| 290 | | QUINCY MICROSOFT TANK PROJECT-ASPHALT REPAIR | |
| 291 | | TOTAL ESTIMATE BOND | |
| 292 | | MOBILIZATION-INCLUDES SAFETY CLASS | |
| 293 | | MWH- ASPHALT 4" DEPTH HEAVY DUTY | |
| 294 | | CO- ASPHALT 4" DEPTH HEAVY DUTY | |
| 295 | | EL ORO FEED BUNKER PATCH | |
| 296 | | TOTAL ESTIMATE BOND | |
| 297 | | MOBILIZATION | |
| 298 | | PATCH 3" DEPTH-COMMERCIAL HMA | |
| 299 | | BOGEY LANE OVERLAY | |
| 300 | | TOTAL ESTIMATE BOND | |
| 301 | | MOBILIZATION | |
| 302 | | OVERLAY ROADWAY-1.5" DEPTH | |
| 303 | | GRANT COUNTY INTERNATIONAL AIRPORT-WEST TERMINAL APRON REC | |
| 304 | | TOTAL ESTIMATE BOND | |
| 305 | | TOTAL ESTIMATE BOND | |
| 306 | | MOBILIZATION | |
| 307 | | VARIABLE DEPTH PCC PAVEMENT REMOVAL | |
| 308 | | VARIABLE DEPTH COMPOSITE PAVEMENT REM | |
| 309 | | UNCLASSIFIED EXCAVATION | |
| 310 | | REMOVAL AND REMIDIATION OF CONTAMINATE | |
| 311 | | GEOGRID | |
| 312 | | SEPERATION GEOTEXTILE | |
| 313 | | CRUSHED AGGREGATE BASE COURSE P209 | |
| 314 | | ASPHALT SURFACE COURSE P-401 | |
| 315 | | ASPHALT BASE COURSE P-403 | |
| 316 | | EMULSIFIED ASPHALT TACK COAT | |
| 317 | | FOD PREVENTION CONTROLS | |
| 318 | | INLET PROTECTION | |
| 319 | | TEMPORARY EROSION CONTROL FORCE ACCOUNT | |
| 320 | | RETRO-REFLECTIVE MARKER | |
| 321 | | SAFETY PLAN COMPLIANCE DOCUMENT(SPCD) | |
| 322 | | SAFETY TRAINING AND BADGING | |
| 323 | | CONSTRUCTION SAFETY AND PHASING | |
| 324 | | CONSTRUCTION STAKING | |
| 325 | | CONTRACTOR QUALITY CONTROL PROGRAM(CQCP) | |
| 326 | | APPRENTICE UTILIZATION INCENTIVE | |
| 327 | | PRESERVATION OF CASTINGS | |
| 328 | | UNANTICIPATED UTILITY RELOCATION | |
| 329 | | EASTERN REGION 2025 BRIDGE REPAIR | |
| 330 | | TOTAL ESTIMATE BOND | |
| 331 | | MOBILIZATION | |
| 332 | | HMA CL. 1/2 IN PG 64H-28 | |
| 333 | | ASPHALT COST PRICE ADJUSTMENT | |
| 334 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 335 | | COMPACTION PRICE ADJUSTMENT | |
| 336 | | PERFORMANCE & PAYMENT BOND | |
| 337 | | WESTSHORE DRIVE RECONSTRUCTION PROJECT | |
| 338 | | TOTAL ESTIMATE BOND | |
| 339 | | MOBILIZATION | |
| 340 | | HMA CL 1/2 IN PG 64-28 | |
| 341 | | JOB MIX COMPLIANCE ADJUSTMENT | |
| 342 | | COMPACTION PRICE ADJUSTMENT | |
| 343 | | WILLIAMS LAKE PAVING- US 395 TO SR 25 CRP-839 | |
| 344 | | TOTAL ESTIMATE BOND | |
| 345 | | MOBILIZATION | |
| 346 | | TRIMMING AND CLEANUP | |
| 347 | | CRUSHED SURFACING TOP COURSE | |
| 348 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
| 349 | | HMA FOR PRE-LEVELING CL 3/8 IN PG 64H- | |
| 350 | | HMA CL 3/8 IN PG 64H-28 | |
| 351 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 352 | | COMPACTION PRICE ADJUSTMENT | |
| 353 | | SPCC PLAN | |
| 354 | | TRAFFIC CONTROL SUPERVISOR | |
| 355 | | FLAGGERS | |
| 356 | | CONSTRUCTION SIGNS CLASS A | |
| 357 | | OTHER TRAFFIC CONTROL LABOR | |
| 358 | | WORK ZONE SAFETY CONTINGENCY- FORCE AC | |
| 359 | | TEMPORARY PAVEMENT MARKING SHORT DURAT | |
| 360 | | PAINT LINE | |
| 361 | | MINOR CHANGE | |
| 362 | | LIND/ HATTON RD PROJECT #3 | |
| 363 | | TOTAL ESTIMATE BOND | |
| 364 | | MOBILIZATION | |
| 365 | | AGG. FROM STOCKPILE FOR BST | |
| 366 | | EMULSIFIED ASPHALT HF 150 | |
| 367 | | HMA CL 1/2" PG 64-28 | |
| 368 | | ASPHALT COST PRICE ADJUSTMENT | |
| 369 | | ADITIONAL BROOMING | |
| 370 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 371 | | COMPACTION PRICE ADJUSTMENT | |
| 372 | | GRANT CO. CENTRAL SERVICES REMODEL | |
| 373 | | TOTAL ESTIMATE BOND | |
| 374 | | MOBILIZATION | |
| 375 | | HAUL AND PLACE HMA-3" DEPTH | |
| 376 | | CITY OF OTHELLO PAVING 2025 | |
| 377 | | TOTAL ESTIMATE BOND | |
| 378 | | MOBILIZATION | |
| 379 | | PAVE ALLY-COMMERCIAL HMA 3" DEPTH | |
| 380 | | PATCHING-COMMERCIAL HMA 3" DEPTH | |
| 381 | | SHOP PARKING LOT-COMMERCIAL HMA 3" DEPTH | |
| 382 | | I-90 E OF VANTAGE TO MOSES LAKE PAVING | |
| 383 | | TOTAL ESTIMATE BOND | |
| 384 | | MOBILIZATION | |
| 385 | | MOBILIZATION SITE PS-GT-18 | |
| 386 | | CLEARING AND GRUBBING PS-GT-18 | |
| 387 | | STRIPPING INCL HAUL SITE PS-GT-18 | |
| 388 | | PAVEMENT REPAIR EXCAVATION INCL HAUL | |
| 389 | | ASPHALT FOR FOG SEAL | |
| 390 | | PLANING BITUMINOUS PAVEMENT | |
| 391 | | JOINT ADHESIVE FOR BITUMINOUS PAVEMENT | |
| 392 | | CRACK SEALING BIT PAVEMENT-CM | |
| 393 | | HMA JOINT SEAL AT BRIDGE END | |
| 394 | | HMA FOR PAVEMENT REPAIR CL. 1/2 INCH PG | |
| 395 | | HMA CI 1/2 INCH PG 64V-28 | |
| 396 | | ASPHALT COST PRICE ADJUSTMENT | |
| 397 | | ASPHALT BINDER REVISION | |
| 398 | | PLANNING SHOULDER DRAINAGE CUTOUT | |
| 399 | | ESC LEAD | |
| 400 | | INLET PROTECTION | |
| 401 | | BLOCKING EXISTING BRIDGE DRAIN | |
| 402 | | EROSION/WATER POLLUTION CONTROL | |
| 403 | | TACKIFIER | |
| 404 | | SEEDING AND MULCHING | |
| 405 | | BIOTIC SOIL AMEMENDMENT | |
| 406 | | HIGH VISIBILITY SILT FENCE | |
| 407 | | REMOVING MISCELLANEOUS TRAFFIC ITEM | |
| 408 | | REPAIR PORTABLE ATTENUATOR | |
| 409 | | FLEXIBLE GUIDE POST | |
| 410 | | BARRIER DELINEATOR | |
| 411 | | PAINT LINE | |
| 412 | | PAINTED DRAINAGE MARKING | |
| 413 | | PASTIC AERIAL FULL SURVIELLANCE MARKER | |
| 414 | | PASTIC AERIAL SURVIELLANCE HALF MARKER | |
| 415 | | SHOULDER RUMBLE STRIP TYPE 1 | |
| 416 | | RECESSED PAVEMENT MARKER | |
| 417 | | PERMENENT SIGNING | |
| 418 | | TEMPORARY PAVEMENT MARKING-SHORT DURATION | |
| 419 | | PORTABLE CHANGEABLE MESSAGE SIGN | |
| 420 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
| 421 | | WORK ZONE SAFETY CONTINGENCY | |
| 422 | | CONSTRUCTION SIGNS CLASS A | |
| 423 | | PLASTIC WIDE LINE | |
| 424 | | RWIS SENSOR | |
| 425 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 426 | | COMPACTION PRICE ADJUSTMENT | |
| 427 | | CYCLIC DENSITY PRICE ADJUSTMENT | |
| 428 | | CHEWELAH TO IMMEL ROAD PAVING | |
| 429 | | TOTAL ESTIMATE BOND | |
| 430 | | MOBILIZATION | |
| 431 | | REMOVE ASPHALT CONC CURB | |
| 432 | | SHOULDER FINISHING | |
| 433 | | PAVEMENT REPAIR EXCAVATION INCL HAUL | |
| 434 | | EMBANKMENT IN PLACE | |
| 435 | | REMOVING HMA PATCHES | |
| 436 | | QUARRY SPALLS | |
| 437 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
| 438 | | CRACK SEALING BIT PAV-CENTERLINE MILE | |
| 439 | | PLANING BITUMINOUS PAVEMENT | |
| 440 | | JOINT ADHESIVE FOR BITUMINOUS PAVEMENT | |
| 441 | | HMA FOR PAVEMENT REPAIRS CL. 3/8 IN PG | |
| 442 | | HMA CL. 3/8 IN PG 64H-28 | |
| 443 | | ASPHALT COST PRICE ADJUSTMENT | |
| 444 | | ESC LEAD | |
| 445 | | INLET PROTECTION | |
| 446 | | EROSION/WATER POLLUTION CONTROL | |
| 447 | | HIGH VISIBILITY SILT FENCE | |
| 448 | | EXTRUDED CURB | |
| 449 | | REMOVE GAURDRAIL | |
| 450 | | REMOVE GUARDRAIL ANCHOR | |
| 451 | | REMOVE GUARDRAIL POST | |
| 452 | | REMOVE MISCELLANEOUS TRAFFIC ITEM | |
| 453 | | BEAM GUARDRAIL BLOCK | |
| 454 | | BEAM GUARDRAIL TYPE 31 | |
| 455 | | BEAM GUARDRAIL TYPE 31 NON-FLAIRED TERM | |
| 456 | | REMOVING AND RESETING GUARDRAIL BLOCKS | |
| 457 | | FLEXIBLE GUIDE POST | |
| 458 | | PAINT LINE | |
| 459 | | PAINTED STOP LINE | |
| 460 | | PAINTED DRAINAGE MARKING | |
| 461 | | CENTERLINE RUMBLE STRIP | |
| 462 | | PERMENENT SIGNING | |
| 463 | | TEMPORARY PAVEMENT MARKING-SHORT DURATION | |
| 464 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
| 465 | | PORTABLE CHANGEABLE MESSEGE SIGN | |
| 466 | | CONSTRUCTION SIGNS CLASS A | |
| 467 | | BEAM GUARDRAIL POST | |
| 468 | | JOB MIX COMPLIANCE ADJUSTMENT | |
| 469 | | COMPLIANCE PRICE ADJUSTMENT | |
| 470 | | SMOOTHNESS COMPLIANCE ADJUSTMENT | |
| 471 | | WORK ZONE SAFETY CONTINGENCY | |
| 472 | | PROJECT PARTNERING | |
| 473 | | ROADSIDE CLEANUP | |
| 474 | | HAFER RD TO CHEWELAH PAVING | |
| 475 | | TOTAL ESTIMATE BOND | |
| 476 | | MOBILIZATION | |
| 477 | | QUARRY SPALLS (PICKED UP CV RES) | |
| 478 | | CRUSHED SURFACING BASE COURSE (PICKED UP) | |
| 479 | | PLANNING BITUMINOUS PAVEMENT | |
| 480 | | HMA CL. 3/8 IN PG 64H-28 | |
| 481 | | ASPHALT COST PRICE ADJUSTMENT | |
| 482 | | COMMERCIAL HMA | |
| 483 | | CYCLIC DENSITY PRICE ADJUSTMENT | |
| 484 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 485 | | COMPACTION PRICE ADJUSTMENT | |
| 486 | | SMOOTHNESS COMPLIANCE ADJUSTMENT | |
| 487 | | SOUTH SHORE RD TO NEWPORT PAVING | |
| 488 | | TOTAL ESTIMATE BOND | |
| 489 | | MOBILIZATION | |
| 490 | | SHOULDER FINISHING | |
| 491 | | PAVEMENT REPAIR EXCAVATION INCL HAUL | |
| 492 | | EMBANKMENT IN PLACE | |
| 493 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
| 494 | | CRACK SEALING BIT PAVMT-CM | |
| 495 | | PLANNING BITUMINOUS PAVEMENT | |
| 496 | | JOINT ADHESIVE FOR BITUMINOUS PAVEMENT | |
| 497 | | REMOVING CEMENT CONC. CURB | |
| 498 | | HMA FOR PAVEMENT REPAIR CL. 3/8 INPG 64H-28 | |
| 499 | | HMA CL. 3/8 IN PG 64H-28 | |
| 500 | | ASPHALT COST PRICE ADJUSTMENT | |
| 501 | | HMA FOR APPROCH CL. 3/8 IN PG 64H-28 | |
| 502 | | CYCLIC DENSITY PRICE ADJUSTMENT | |
| 503 | | ESC LEAD | |
| 504 | | INLET PROTECTION | |
| 505 | | EROSION/WATER POLLUTIONCONTROL | |
| 506 | | EXTRUDED CURB | |
| 507 | | SPCC PLAN | |
| 508 | | REMOVING GUARDRAIL | |
| 509 | | REMOVING GUARDRAIL ANCHOR | |
| 510 | | REMOVING GUIDE POST | |
| 511 | | REMOVING MISC TRAFFIC ITEM | |
| 512 | | GUARDRAIL REPAIR | |
| 513 | | BEAM GUARDRAIL BLOCK | |
| 514 | | BEAM GUARDRAIL TYPE 31 | |
| 515 | | BEAM GUARDRAIL TYPE 31 NON-FLAIRED TERM | |
| 516 | | REMOVING AND RESETING GUARDRAIL BLOCKS | |
| 517 | | RAISING EXISTING BEAM GUARDRAIL | |
| 518 | | REPAIR TRANSPORTABLE ATTENUATOR | |
| 519 | | FLEXIBLE GUIDE POST | |
| 520 | | PAINT LINE | |
| 521 | | PAINTED STOP LINE | |
| 522 | | PAINTED DRAINAGE MARKING | |
| 523 | | CENTERLINE RUMBLE STRIP | |
| 524 | | SHOULDER RUMBLE STRIP TYPE 2 | |
| 525 | | PERMINET SIGNING | |
| 526 | | TEMPORARY PAVEMENT MARKING-SHORT DURATION | |
| 527 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
| 528 | | CONSTRUCTION SIGNS CLASS A | |
| 529 | | BEAM GUARDRAIL POST | |
| 530 | | PAINTED WIDE LINE | |
| 531 | | ADJUST CATCH BASIN | |
| 532 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 533 | | GRANT CO FIRE STATION-GEORGE | |
| 534 | | TOTAL ESTIMATE BOND | |
| 535 | | MOBILIZATION | |
| 536 | | COMMERCIAL HMA-3" DEPTH INCLUDE PREP | |
| 537 | | MOSES LAKE SNOW PLOWING 2025 | |
| 538 | | MOBILIZATION (INSURANCE) | |
| 539 | | MOTOR GRADER | |
| 540 | | TYNDALL RD PAVING-NORTH CENTRAL | |
| 541 | | TOTAL ESTIMATE BOND | |
| 542 | | MOBILIZATION | |
| 543 | | HMA PATCHING 4' WIDE-3" DEPTH | |
| 544 | | 1ST AVE ROUNDABOUT-SR 26 | |
| 545 | | TOTAL ESTIMATE BOND | |
| 546 | | MOBILIZATION | |
| 547 | | COMMON BORROW INCL HAUL | |
| 548 | | QUARRY SPALLS-MATERIAL ONLY | |
| 549 | | CRUSHED SURFACING BASE COURSE-MATERIAL | |
| 550 | | GRAVEL BACKFILL FOR PIPE ZONE BEDDING-M | |
| 551 | | HMA FOR PRELEVELING CI 3/8 IN PG64 H-28 | |
| 552 | | FORCE ACCOUNT PAVEMENT REPAIR-HMA PI | |
| 553 | | HMA CI 3/8 IN PG 64H-28 | |
| 554 | | ASPHALT COST PRICE ADJUSTMENT | |
| 555 | | COMMERCIAL HMA | |
| 556 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 557 | | COMPACTION PRICE ADJUSTMENT | |
| 558 | | TRUCK & TRAILER-DELIVERY-BENCH RD PIT (3 | |
| 559 | | SOLO DELIVERY-ROAD T QUARRY | |
| 560 | | | |
| 561 | | WENATCHEE PIT | |
| 562 | | WINCO - 2024 BOLLANDS | |
| 563 | | TOTAL ESTIMATE BOND | |
| 564 | | MOBILIZATION | |
| 565 | | INSTALL (2) TWO STEEL 4" ID ROUND BOLLARDS | |
| 566 | | CTCR-LIHEAP BUILDING RENOVATIONS | |
| 567 | | TOTAL ESTIMATE BOND | |
| 568 | | MOBILIZATION | |
| 569 | | PLACE 2.5" HMA | |
| 570 | | MWH90 PARKING EXPANSION | |
| 571 | | TOTAL ESTIMATE BOND | |
| 572 | | MOBILIZATION | |
| 573 | | STANDARD DUTY PAVING (3" DEPTH) | |
| 574 | | HEAVY DUTY PAVING (4" DEPTH) | |
| 575 | | PARKING LOT STRIPPING, PAINT 4 EV PARKING S | |
| 576 | | LEVENWORTH SAFEWAY-PARKING LOT | |
| 577 | | TOTAL ESTIMATE BOND | |
| 578 | | MOBILIZATION | |
| 579 | | ADDITIONAL MOBILIZATION FEE | |
| 580 | | REMOVE & REPLACE 8" CONCRETE PAD (FUEL) | |
| 581 | | REMOVE & REPLACE 8" CONCRETE PAD (FUEL) | |
| 582 | | REMOVE & REPLACE 8" CONCRETE PAD (LOAD) | |
| 583 | | 6 INCH BASE REPLACEMENT | |
| 584 | | 6 INCH BASE REPLACEMENT | |
| 585 | | 6 INCH BASE REPLACEMENT | |
| 586 | | 6 INCH BASE REPLACEMENT | |
| 587 | | 12 INCH BASE REPLACEMENT | |
| 588 | | 12 INCH BASE REPLACEMENT | |
| 589 | | 12 INCH BASE REPLACEMENT | |
| 590 | | 12 INCH BASE REPLACEMENT | |
| 591 | | 18 INCH BASE REPLACEMENT | |
| 592 | | 18 INCH BASE REPLACEMENT | |
| 593 | | 18 INCH BASE REPLACEMENT | |
| 594 | | 18 INCH BASE REPLACEMENT | |
| 595 | | REMOVE & REPLACE 5" CONCRETE SIDEWALK | |
| 596 | | REMOVE & REPLACE 5" CONCRETE SIDEWALK | |
| 597 | | REMOVE & REPLACE 8" CONCRETE COLLAR ( | |
| 598 | | REMOVE AND REPLACE 8" CONCRETE COLLAR ( | |
| 599 | | REMOVE AND REPLACE CURB AND GUTTER | |
| 600 | | GRIND AND PLACE 4" COMM HMA | |
| 601 | | GRIND AND PLACE 2" COMM HMA OVERLAY | |
| 602 | | ADDITIONAL ASPHALT R&R (1" DEPTH) | |
| 603 | | RESTRIPE | |
| 604 | | REMOVE AND REPLACE 6" BOLLARD W/ 2 ADA | |
| 605 | | TRAFFIC CONTROL | |
| 606 | | PETROMAT REMOVAL | |
| 607 | | 12" CEMENT STABILIZATION (5%) | |
| 608 | | CAR STOP REMOVE AMD REPLACE | |
| 609 | | AWAKEN CHURCH PARKING LOT | |
| 610 | | TOTAL ESTIMATE BOND | |
| 611 | | MOBILIZATION | |
| 612 | | PLACE 3" HMA | |
| 613 | | SANDY SHORES ACCESS 2024 | |
| 614 | | TOTAL ESTIMATE BOND | |
| 615 | | MOBILIZATION | |
| 616 | | PLACE 6" OF CI. 3/8" PG 64H-28 | |
| 617 | | NEW HOTEL AT GAMBLE SANDS | |
| 618 | | TOTAL ESTIMATE BOND | |
| 619 | | MOBILIZATION | |
| 620 | | PLACE 4" OF ROCK, BLADE WATER AND COMP | |
| 621 | | PLACE 3" OF ASPHALT | |
| 622 | | APPLY CSS-1 TACK COAT AND PLACE 1.5" OV | |
| 623 | | KMS HOMES-VINEYARD DRIVE LLC-DRIVEWAY | |
| 624 | | TOTAL ESTIMATE BOND | |
| 625 | | MOBILIZATION | |
| 626 | | PLACED CRUSHED SURFACING TOP COURSE (4" A | |
| 627 | | PLACE COMMERCIAL HMA (3" AVG DEPTH) | |
| 628 | | AUT-TO-MOCHA-COASTAL RANCH E. WENATCHEE | |
| 629 | | TOTAL ESTIMATE BOND | |
| 630 | | MOBILIZATION | |
| 631 | | FINE BLADE, WATER, COMPACT | |
| 632 | | PLACE 3" OF ASPHALT | |
| 633 | | WRAC-PICKLEBALL COURT | |
| 634 | | TOTAL ESTIMATE BOND | |
| 635 | | MOBILIZATION | |
| 636 | | COMMERCIAL HMA (3" DEPTH) (2-LIFTS) | |
| 637 | | COMMERCIAL HMA (2.5" DEPTH) | |
| 638 | | BRAIN WENGREE-DRIVEWAY | |
| 639 | | TOTAL ESTIMATE BOND | |
| 640 | | MOBILIZATION | |
| 641 | | EXCAVATION OF ASPHALT | |
| 642 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
| 643 | | PLACE COMMERCIAL HMA (2" AVG DEPTH) | |
| 644 | | DAVE WILSON-DRIVEWAY | |
| 645 | | TOTAL ESTIMATE BOND | |
| 646 | | MOBILIZATION | |
| 647 | | EXCAVATION OF ASPHALT | |
| 648 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
| 649 | | PLACE COMMERCIAL HMA OVERLAY (2" AVG DEPTH) | |
| 650 | | TOTAL ESTIMATE BOND | |
| 651 | | BRYCE SMITH-DRIVEWAY | |
| 652 | | TOTAL ESTIMATE BOND | |
| 653 | | MOBILIZATION | |
| 654 | | CRUSHED SURFACING TOP COURSE (3" AVG DEPTH) | |
| 655 | | COMMERCIAL HMA (2" AVG DEPTH) | |
| 656 | | TRAFFIC CONTROL | |
| 657 | | ZACHARY MILLER-DRIVEWAY | |
| 658 | | TOTAL ESTIMATE BOND | |
| 659 | | MOBILIZATION | |
| 660 | | INSTALL CULVERT PIPE | |
| 661 | | EXCAVATION OF MATERIALS | |
| 662 | | PLACE CRUSHED SURFACING TOP COURSE (4" AVG DEPTH) | |
| 663 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 664 | | STEPHEN FORTNEY-DRIVEWAY | |
| 665 | | TOTAL ESTIMATE BOND | |
| 666 | | MOBILIZATION | |
| 667 | | BLADE,WATER,COMPACT | |
| 668 | | PLACE COMMERCIAL HMA (2" AVG DEPTH) | |
| 669 | | TRAFFIC CONTROL | |
| 670 | | TYLER ABBINGTON-DRIVEWAY | |
| 671 | | TOTAL ESTIMATE BOND | |
| 672 | | MOBILIZATION | |
| 673 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
| 674 | | COMMERCIAL HMA (2" AVG DEPTH) | |
| 675 | | COMMERCIAL HMA HAND PATCHING (2" AVG DEPTH) | |
| 676 | | TRAFFIC CONTROL | |
| 677 | | WES WORTHEN-DRIVEWAY | |
| 678 | | TOTAL ESTIMATE BOND | |
| 679 | | MOBILIZATION | |
| 680 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
| 681 | | PLACE COMMERCIAL HMA (2" AVG DEPTH) | |
| 682 | | STEVE SUTHELAND-DRIVEWAY | |
| 683 | | TOTAL ESTIMATE BOND | |
| 684 | | MOBILIZATION | |
| 685 | | EXCAVATION OF ASPHALT | |
| 686 | | CRUSHED SURFACING TOP COURSE (4" AVG DEPTH) | |
| 687 | | PLACE COMMERCIAL HMA (2" AVG DEPTH) | |
| 688 | | TRAFFIC CONTROL | |
| 689 | | ORCHARD VISTA-SUBDIVISION | |
| 690 | | TOTAL ESTIMATE BOND | |
| 691 | | MOBILIZATION | |
| 692 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 693 | | LANCE NOELL-DRIVEWAY | |
| 694 | | TOTAL ESTIMATE BOND | |
| 695 | | MOBILIZATION | |
| 696 | | BLADE, WATER, COMPACT | |
| 697 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 698 | | HARPER HOMES- RIVERS EDGE CT-DRIVEWAY | |
| 699 | | TOTAL ESTIMATE BOND | |
| 700 | | MOBILIZATION | |
| 701 | | PLACE CRUSHED SURFACING TOP COURSE (4" A | |
| 702 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 703 | | PAITON MANDELIS-DRIVEWAY | |
| 704 | | TOTAL ESTIMATE BOND | |
| 705 | | MOBILIZATION | |
| 706 | | BLADE, WATER,COMPACT | |
| 707 | | PLACE COMMERICAL HMA (2.5" AVG DEPTH) | |
| 708 | | SWIFT SPRING PHASE 5 | |
| 709 | | TOTAL ESTIMATE BOND | |
| 710 | | MOBILIZATION | |
| 711 | | PLACE 3" HMA | |
| 712 | | PLACE 4" HMA WITH THICKENED EDGE | |
| 713 | | PLACE 1.5" HMA | |
| 714 | | ALAN SANDERS-DRIVEWAY | |
| 715 | | TOTAL ESTIMATE BOND | |
| 716 | | MOBILIZATION | |
| 717 | | BLADE,WATER AND COMPACT | |
| 718 | | PLACE 2.5" OF ASPHALT | |
| 719 | | ALAN SANDERS-SHARED ROADWAY | |
| 720 | | TOTAL ESTIMATE BOND | |
| 721 | | MOBILIZATION | |
| 722 | | REMOVE EXISTING ASPHALT | |
| 723 | | PLACE CRUSHED ROCK,BLADE,WATER AND COMPACT | |
| 724 | | PLACE 2.5" OF ASPHALT | |
| 725 | | TY SANTEFORD-DRIVEWAY | |
| 726 | | TOTAL ESTIMATE BOND | |
| 727 | | MOBILIZATION | |
| 728 | | BLADE,WATER,COMPACT | |
| 729 | | PLACE 3" OF ASPHALT | |
| 730 | | GREG MERCER-DRIVEWAY | |
| 731 | | TOTAL ESTIMATE BOND | |
| 732 | | MOBILIZATION | |
| 733 | | EXCAVATION OF MATERIALS & DRAIN EXTENSION | |
| 734 | | PLACE CRUSHED SURFACING TOP COURSE (4" AVG DEPTH) | |
| 735 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 736 | | DON BARTH-DRIVEWAY | |
| 737 | | TOTAL ESTIMATE BOND | |
| 738 | | MOBILIZATION | |
| 739 | | PLACE CRUSHED ROCK, BLADE,WATER AND COMPACT | |
| 740 | | PLACE CRUSHED ROCK,BLADE, WATER AND COMPACT | |
| 741 | | PLACE 2.5" OF ASPHALT | |
| 742 | | PLACE 2.5" OF ASPHALT | |
| 743 | | GLENN HOENES 2025-DRIVEWAY | |
| 744 | | TOTAL ESTIMATE BOND | |
| 745 | | MOBILIZATION | |
| 746 | | CRUSHED SURFACING TOP COURSE (2" AVG DEPTH) | |
| 747 | | COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 748 | | BRETT GASPERS-DRIVEWAY | |
| 749 | | TOTAL ESTIMATE BOND | |
| 750 | | MOBILIZATION | |
| 751 | | BLADE, WATER AND COMPACT | |
| 752 | | PLACE 2.5" OF ASPHALT | |
| 753 | | BILL LILLENESS COURT/DRIVEWAY | |
| 754 | | TOTAL ESTIMATE BOND | |
| 755 | | MOBILIZATION | |
| 756 | | FURNISH ROCK/GRADE SPORT COURT 6" DEPTH | |
| 757 | | PLACE COMMERCIAL HMA SPORT COURT 2" DEPTH | |
| 758 | | CHAMBERLIN AGRICULTURE PATCHING | |
| 759 | | TOTAL ESTIMATE BOND | |
| 760 | | MOBILIZATION | |
| 761 | | COMMERCIAL HMA PATCHING 3" AVG DEPTH | |
| 762 | | JACOB HEPPER-DRIVEWAY | |
| 763 | | TOTAL ESTIMATE BOND | |
| 764 | | MOBILIZATION | |
| 765 | | BLADE, WATER AND COMPACT | |
| 766 | | PLACE 2.5" OF ASPHALT | |
| 767 | | CVCH 2025 REPLACEMENT | |
| 768 | | TOTAL ESTIMATE BOND | |
| 769 | | MOBILIZATION | |
| 770 | | REMOVAL OF COMMERCIAL HMA | |
| 771 | | PLACING OF COMMERCIAL HMA | |
| 772 | | JIM MAY-DRIVEWAY | |
| 773 | | TOTAL ESTIMATE BOND | |
| 774 | | MOBILIZATION | |
| 775 | | REMOVE EXISTING ASPHALT | |
| 776 | | PLACE ROCK AS NEEDED, BLADE, WATER AND COMPACT | |
| 777 | | PLACE 2.5" OF ASPHALT | |
| 778 | | WILEY CONST-419 CENTRAL AVE-DRIVEWAY | |
| 779 | | TOTAL ESTIMATE BOND | |
| 780 | | MOBILIZATION | |
| 781 | | PLACE 2" COMMERCIAL HMA | |
| 782 | | PINNACLE CUSTOM-132 FREEDOM HILLS-DRIVEWAY | |
| 783 | | TOTAL ESTIMATE BOND | |
| 784 | | MOBILIZATION | |
| 785 | | PLACE CRUSHED SURFACING TOP COURSE (4" AVG DEPTH) | |
| 786 | | PLACE COMMERCIAL HMA (2" AVG DEPTH) | |
| 787 | | LONG DRIVE EXTENSION | |
| 788 | | TOTAL ESTIMATE BOND | |
| 789 | | MOBILIZATION | |
| 790 | | PLACE 3" HMA | |
| 791 | | DAVE HORTON-DRIVEWAY AND ALLEY | |
| 792 | | TOTAL ESTIMATE BOND | |
| 793 | | MOBILIZATION | |
| 794 | | REMOVE CONCRETE CLEANUP AND DIRT | |
| 795 | | PLACE CRUSHED ROCK, BLADE, WATER, AND COMPACT | |
| 796 | | PLACE 2.5" OF ASPHALT | |
| 797 | | SELLAND CONST.-2 AIRPORT HANGERS | |
| 798 | | TOTAL ESTIMATE BOND | |
| 799 | | MOBILIZATION | |
| 800 | | PLACE 2" & 3" OF ASPHALT | |
| 801 | | NICHOLAS FENDER DRIVEWAY | |
| 802 | | TOTAL ESTIMATE BOND | |
| 803 | | MOBILIZATION | |
| 804 | | ADD CSTC, GRADE & COMPACT 2" AVG DEPTH | |
| 805 | | PLACE COMMERCIAL HMA 2.5" AVG DEPTH | |
| 806 | | GEBBERS FARMS SPRING 2025 | |
| 807 | | TOTAL ESTIMATE BOND | |
| 808 | | MOBILIZATION | |
| 809 | | PLACE 2" OF ASPHALT @ INSENCY ROAD REPA | |
| 810 | | EIKENBERRY-DRIVEWAY | |
| 811 | | TOTAL ESTIMATE BOND | |
| 812 | | MOBILIZATION | |
| 813 | | EXCAVATION OF CONCRETE | |
| 814 | | PLACE 3" TOP COURSE, FINE BLADE, WATER AND COMPACT | |
| 815 | | PLACE 2" HMA | |
| 816 | | MIKE MARTINSON-DRIVEWAY | |
| 817 | | TOTAL ESTIMATE BOND | |
| 818 | | MOBILIZATION | |
| 819 | | PLACE CRUSHED ROCK, BLADE, WATER AND COMPACT | |
| 820 | | PLACE 2.5" OF ASPHALT | |
| 821 | | STEVEN STATHAM-DRIVEWAY | |
| 822 | | TOTAL ESTIMATE BOND | |
| 823 | | MOBILIZATION | |
| 824 | | PLACE CRUSHED ROCK,BLADE,WATER AND COMPACT | |
| 825 | | SOIL STERILIZE AND PLACE 2.5" OF ASPHALT | |
| 826 | | ANDY DUFFUS-DRIVEWAY | |
| 827 | | TOTAL ESTIMATE BOND | |
| 828 | | MOBILIZATION | |
| 829 | | BLADE, WATER, AND COMPACT | |
| 830 | | PLACE 2.5" OF ASPHALT | |
| 831 | | MARK WAGNER-DRIVEWAY | |
| 832 | | MARK WAGNER-DRIVEWAY | |
| 833 | | TOTAL ESTIMATE BOND | |
| 834 | | MOBILIZATION | |
| 835 | | PLACE CSBC UNDER ASPHALT & 2' SHOULDERS | |
| 836 | | PLACE 2.5" OF ASPHALT | |
| 837 | | JERRY GUTZWILER-DRIVEWAY | |
| 838 | | TOTAL ESTIMATE BOND | |
| 839 | | MOBILIZATION | |
| 840 | | PLACE COMMERCIAL HMA (2" AVG DEPTH) | |
| 841 | | PRAZER CONST-2965 4TH ST SE-ROAD | |
| 842 | | TOTAL ESTIMATE BOND | |
| 843 | | MOBILIZATION | |
| 844 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 845 | | TWISP-STREET PATCHES | |
| 846 | | TOTAL ESTIMATE BOND | |
| 847 | | MOBILIZATION | |
| 848 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 849 | | MORISOLI & SONS-9002 ICICLE RD- DRIVEWAY | |
| 850 | | TOTAL ESTIMATE BOND | |
| 851 | | MOBILIZATION | |
| 852 | | EXCAVATION OF EXISTING | |
| 853 | | PLACE CRUSHED SURFACING TOP COURSE (2" AVERAGE) | |
| 854 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 855 | | TRAFFIC CONTROL | |
| 856 | | CLIFF RIGGS-DRIVEWAY | |
| 857 | | TOTAL ESTIMATE BOND | |
| 858 | | MOBILIZATION | |
| 859 | | EXCAVATION OF EXISTING | |
| 860 | | FINE BLADE (ADD TOP COURSE ASS NEEDED) | |
| 861 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 862 | | RON ALEXANDER-DRIVEWAY RESTORATION | |
| 863 | | TOTAL ESTIMATE BOND | |
| 864 | | MOBILIZATION | |
| 865 | | BLADE,WATER,COMPACT EXISTING | |
| 866 | | CULVERT INSTALLATION | |
| 867 | | WALL RESTORATION | |
| 868 | | PLACE CRUSHED SURFACING TOP COURSE (3" AVG DEPTH) | |
| 869 | | RON ALEXANDER-DRIVEWAY PAVING | |
| 870 | | TOTAL ESTIMATE BOND | |
| 871 | | MOBILIZATION | |
| 872 | | PLACE COMMERCIAL HMA (2" AVG DEPTH) | |
| 873 | | NORTH SKY COMM-ASTOR ST & 8TH ST - PATCHES | |
| 874 | | TOTAL ESTIMATE BOND | |
| 875 | | MOBILIZATION | |
| 876 | | EXCAVATION OF MATERIALS | |
| 877 | | CRUSHED SURFACING TOP COURSE (3" AVG DEPTH) | |
| 878 | | PLACE COMMERCIAL HMA (3" AVG DEPTH) | |
| 879 | | THREE HIERACHS ANTIOCHIAN ORTHODOX CHURCH-PARKING LOT | |
| 880 | | TOTAL ESTIMATE BOND | |
| 881 | | MOBILIZATION | |
| 882 | | BLADE,WATER, AND COMPACT | |
| 883 | | PLACE 1.5" OF ASPHALT (NO WARRANTY) | |
| 884 | | SADDLEROCK PRESBYTERIAN CHURCH-PARKING LOT | |
| 885 | | TOTAL ESTIMATE BOND | |
| 886 | | MOBILIZATION | |
| 887 | | REMOVE 8" OF EXISTING ASPHALT AND MATERIAL | |
| 888 | | PLACE 6" OF CRUSHED ROCK,BLADE,WATER, AND COMPACT | |
| 889 | | OPTIONAL 3" OF ASPHALT | |
| 890 | | HIGHLAND GOLF COURSE PATCH | |
| 891 | | TOTAL ESTIMATE BOND | |
| 892 | | MOBILIZATION | |
| 893 | | COMMERCIAL HMA PATCHING | |
| 894 | | JEREMY WEINSTEIN-DRIVEWAY | |
| 895 | | TOTAL ESTIMATE BOND | |
| 896 | | MOBILIZATION | |
| 897 | | BLADE, WATER, AND COMPACT | |
| 898 | | PLACE 2" OF ASPHALT | |
| 899 | | BEN WIETING-DRIVEWAY | |
| 900 | | TOTAL ESTIMATE BOND | |
| 901 | | MOBILIZATION | |
| 902 | | FINE GRADE, WATER AND COMPACT | |
| 903 | | PLACE 2.5" OF ASPHALT | |
| 904 | | TOWN NISSAN SITE-PARKING LOT | |
| 905 | | TOTAL ESTIMATE BOND | |
| 906 | | MOBILIZATION | |
| 907 | | PLACE 2.5" OF ASPHALT | |
| 908 | | STEVE HOOK DRIVEWAY | |
| 909 | | TOTAL ESTIMATE BOND | |
| 910 | | MOBILIZATION | |
| 911 | | PLACE 4" OF CRUSHED ROCK, BADE, WATER AND COMPACT | |
| 912 | | PLACE 3" OF ASPHALT | |
| 913 | | WESTERN MATERIALS NEW BUILDING | |
| 914 | | TOTAL ESTIMATE BOND | |
| 915 | | MOBILIZATION | |
| 916 | | PLACE 3" OF ASPHALT IN ONE LIFT | |
| 917 | | MIKE HENDRICKS-DRIVEWAY | |
| 918 | | MOBILIZATION | |
| 919 | | GRADE & COMPACT CONTRACTOR PROVIDED CS | |
| 920 | | PLACE COMMERCIAL HMA 2.5" AVG DEPTH | |
| 921 | | CORRIGANS GRADING & EXCAVATION | |
| 922 | | TOTAL ESTIMATE BOND | |
| 923 | | MOBILIZATION | |
| 924 | | PLACE 3" OF ASPHALT | |
| 925 | | JET PRO EXPRESS 2025-PATCH | |
| 926 | | TOTAL ESTIMATE BOND | |
| 927 | | MOBILIZATION | |
| 928 | | EXCAVATION OF EXISTING | |
| 929 | | BLADE, WATER, COMPACT | |
| 930 | | PLACE COMMERCIAL HMA (3" AVG DEPTH) | |
| 931 | | LONE POINT RV PARK | |
| 932 | | TOTAL ESTIMATE BOND | |
| 933 | | MOBILIZATION | |
| 934 | | FINE GRADE ROCK PLACED BY OTHERS | |
| 935 | | PLACE 3" OF ASPHALT | |
| 936 | | CPG LLC-101 EASTMONT AVE-PATCHING | |
| 937 | | TOTAL ESTIMATE BOND | |
| 938 | | MOBILIZATION | |
| 939 | | EXCAVATION OF EXISTING | |
| 940 | | PLACE CRUSHED SURFACING TOP COURSE(2" AVG DEPTH) | |
| 941 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 942 | | PINNACLE CUSTOM-116 TUSCANA LN-PICKLEBALL COURT | |
| 943 | | TOTAL ESTIMATE BOND | |
| 944 | | MOBILIZATION | |
| 945 | | PLACED CRUSHED SURFACING TOP COURSE (4" AVG DEPTH) | |
| 946 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 947 | | KEVIN WINTERS-DRIVEWAY | |
| 948 | | TOTAL ESTIMATE BOND | |
| 949 | | MOBILIZATION | |
| 950 | | BLADE,WATER,COMPACT | |
| 951 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 952 | | CARLISLE CLASSIC HOMES-DRIVEWAY | |
| 953 | | TOTAL ESTIMATE BOND | |
| 954 | | MOBILIZATION | |
| 955 | | PLACE 4" OF CRUSHED ROCK, BLAD, WATER, AND COMPACT | |
| 956 | | PLACE 2.5" OF ASPHALT | |
| 957 | | KLING MINI STORAGE-APPROACH WIDENING | |
| 958 | | TOTAL ESTIMATE BOND | |
| 959 | | MOBILIZATION | |
| 960 | | PLACE 3" OF HMA | |
| 961 | | TESTING | |
| 962 | | BREWSTER SOUTH SHED-PARKING LOT | |
| 963 | | TOTAL ESTIMATE BOND | |
| 964 | | MOBILIZATION | |
| 965 | | PLACE 3" OF ASPHALT | |
| 966 | | TODD PAUL-SHOP DRIVEWAY | |
| 967 | | TOTAL ESTIMATE BOND | |
| 968 | | MOBILIZATION | |
| 969 | | BLADE, WATER AND COMPACT | |
| 970 | | PLACE 2.5" OF ASPHALT | |
| 971 | | SUSAN BOWELS DRIVEWAY | |
| 972 | | TOTAL ESTIMATE BOND | |
| 973 | | MOBILIZATION | |
| 974 | | DEMO ASPHALT | |
| 975 | | GRADE IN PLACE CSBC | |
| 976 | | PLACE COMMERCIAL HMA 2" AVG DEPTH | |
| 977 | | RICK MICHELS-DRIVEWAY | |
| 978 | | TOTAL ESTIMATE BOND | |
| 979 | | MOBILIZATION | |
| 980 | | BLADE, WATER, COMPACT | |
| 981 | | PLACE COMMERCIAL HMA (2" AVG DEPTH) | |
| 982 | | SCOTT STURGEON-DRIVEWAY | |
| 983 | | TOTAL ESTIMATE BOND | |
| 984 | | MOBILIZATION | |
| 985 | | PLACE 2.5" OF ASPHALT | |
| 986 | | H2 PRECAST-PARKING LOT | |
| 987 | | TOTAL ESTIMATE BOND | |
| 988 | | MOBILIZATION | |
| 989 | | PLACE 4" OF HMA | |
| 990 | | IRMA COLLIER-DRIVEWAY | |
| 991 | | TOTAL ESTIMATE BOND | |
| 992 | | MOBILIZATION | |
| 993 | | EXCAVATION OF EXISTING | |
| 994 | | PLACE CRUSHED SURFACING TOP COURSE (3" AVERAGE) | |
| 995 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 996 | | M&S EX.- 318 29TH ST-DRIVEWAY | |
| 997 | | TOTAL ESTIMATE BOND | |
| 998 | | MOBILIZATION | |
| 999 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 1000 | | OMAK DOMINOS | |
| 1001 | | TOTAL ESTIMATE BOND | |
| 1002 | | MOBILIZATION | |
| 1003 | | PLACE 4" HMA | |
| 1004 | | PLACE 2" HMA | |
| 1005 | | DALE STERN-DRIVEWAY | |
| 1006 | | TOTAL ESTIMATE BOND | |
| 1007 | | MOBILIZATION | |
| 1008 | | BLADE,WATER AND COMPACT | |
| 1009 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 1010 | | TRAFFIC CONTROL | |
| 1011 | | BRYAN BRITTAIN-112 ORCHARD PL-DRIVEWAY | |
| 1012 | | TOTAL ESTIMATE BOND | |
| 1013 | | MOBILIZATION | |
| 1014 | | PLACE ROCK AS NEEDED,BLADE,WATER AND COMPACT | |
| 1015 | | PLACE 2.5" OF ASPHALT ON SHARED ROADWAY | |
| 1016 | | NEIL SHENYER-DRIVEWAY | |
| 1017 | | TOTAL ESTIMATE BOND | |
| 1018 | | MOBILIZATION | |
| 1019 | | PLACE COMMERCIAL HMA OVERLAY (2" AVG DEPTH) | |
| 1020 | | CHELAN TRAILS HOA-PRIVATE ROADWAY | |
| 1021 | | TOTAL ESTIMATE BOND | |
| 1022 | | MOBILIZATION | |
| 1023 | | SAW CUT, REMOVE EXISTING AND PREP | |
| 1024 | | PLACE 2.5" OF ASPHALT | |
| 1025 | | WILLIAM SIBBERS-DRIVEWAY | |
| 1026 | | TOTAL ESTIMATE BOND | |
| 1027 | | MOBILIZATION | |
| 1028 | | BLADE, WATER AND COMPACT | |
| 1029 | | PLACE 2.5" OF ASPHALT | |
| 1030 | | MAIERS ENTERPRISES LLC-BUILDING C | |
| 1031 | | TOTAL ESTIMATE BOND | |
| 1032 | | MOBILIZATION | |
| 1033 | | PLACE CRUSHED SURFACING TOP COURSE (4" AVG DEPTH) | |
| 1034 | | PLACE 3" HMA PARKING LOT | |
| 1035 | | PLACE 3" HMA PATCHING | |
| 1036 | | ALLEY PATCH BEHIND CEADERS INN | |
| 1037 | | TOTAL ESTIMATE BOND | |
| 1038 | | MOBILIZATION | |
| 1039 | | REMOVE EXCESS MATERIAL, WATER AND COMPACT | |
| 1040 | | PLACE 2.5" OF ASPHALT | |
| 1041 | | BRANDON RUDNICK-DRIVEWAY | |
| 1042 | | TOTAL ESTIMATE BOND | |
| 1043 | | MOBILIZATION | |
| 1044 | | PLACE COMMERCIAL HMA (3" AVG DEPTH) | |
| 1045 | | REMAN RELOAD-NEW PAVING 2025 | |
| 1046 | | TOTAL ESTIMATE BOND | |
| 1047 | | MOBILIZATION | |
| 1048 | | PLACE COMMERCIAL HMA (3" AVG DEPTH) | |
| 1049 | | REMAN RELOAD-STORM DRAINS PAVING 2025 | |
| 1050 | | TOTAL ESTIMATE BOND | |
| 1051 | | MOBILIZATION | |
| 1052 | | PLACE COMMERCIAL HMA (3" AVG DEPTH) | |
| 1053 | | HMJD TOM SMITH-PRIVATE ROAD | |
| 1054 | | TOTAL ESTIMATE BOND | |
| 1055 | | MOBILIZATION | |
| 1056 | | PLACE 2.5" OF ASPHALT | |
| 1057 | | RED APPLE TOWNHOMES PH 2-PARKING LOT | |
| 1058 | | TOTAL ESTIMATE BOND | |
| 1059 | | MOBILIZATION | |
| 1060 | | PLACE 2" OF CSTC, BLADE , WATER, COMPACT | |
| 1061 | | PLACE 6" OF CSTC, BLADE, WATER, AND COMPACT | |
| 1062 | | PLACE 4" OF HMA IN 2 LIFTS | |
| 1063 | | PLACE 3" OF HMA | |
| 1064 | | NICHOLAS ABEL-DRIVEWAY | |
| 1065 | | TOTAL ESTIMATE BOND | |
| 1066 | | MOBILIZATION | |
| 1067 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 1068 | | SARAH BUTLER-DRIVEWAY | |
| 1069 | | TOTAL ESTIMATE BOND | |
| 1070 | | MOBILIZATION | |
| 1071 | | BLADE,WATER,COMPACT | |
| 1072 | | PLACE COMMERCIAL HMA (3" AVG DEPTH) | |
| 1073 | | LANCE BALLEW-SHARED DRIVEWAY | |
| 1074 | | TOTAL ESTIMATE BOND | |
| 1075 | | MOBILIZATION | |
| 1076 | | EXCAVATION OF EXISTING | |
| 1077 | | PLACE CRUSHED SURFACING TOP COURSE (2" AVG DEPTH) | |
| 1078 | | PLACE COMMERCIAL HMA (2.5" AVG DEPTH) | |
| 1079 | | JEFF MCKEE DRIVEWAY | |
| 1080 | | TOTAL ESTIMATE BOND | |
| 1081 | | MOBILIZATION | |
| 1082 | | PLACE CSTC, BLADE, WATER, COMPACT | |
| 1083 | | PLACE 2.5" OF ASPHALT WITH WATER BURM AT | |
| 1084 | | PINNACLE CUTOM BUILDERS-2355 LAKESHORE DR | |
| 1085 | | TOTAL ESTIMATE BOND | |
| 1086 | | MOBILIZATION | |
| 1087 | | PLACE CSBC,BLADE,WATER, AND COMPACT | |
| 1088 | | PLACE 2.5" OF ASPHALT | |
| 1089 | | TREE TOP 2025-PATCHING | |
| 1090 | | TOTAL ESTIMATE BOND | |
| 1091 | | MOBILIZATION | |
| 1092 | | SAW CUT AND REMOVE EXISTING ASPHALT | |
| 1093 | | PLACE 3" OF ASPHALT | |
| 1094 | | HARKEY CONST-BIRRELL RESIDENCE | |
| 1095 | | TOTAL ESTIMATE BOND | |
| 1096 | | MOBILIZATION | |
| 1097 | | PLACE ROCK,BLADE,WATER, AND COMPACT | |
| 1098 | | PLACE 2.5" OF ASPHALT | |
| 1099 | | BRETT GASPERS-3828 SKY CREST DRIVEWAY | |
| 1100 | | TOTAL ESTIMATE BOND | |
| 1101 | | MOBILIZATION | |
| 1102 | | BLADE, WATER AND COMPACT | |
| 1103 | | RAKE OUT, WATER AND COMPACT | |
| 1104 | | PLACE 2.5" OF ASPHALT | |
| 1105 | | PLACE 2.5" OF ASPHALT BY HAND | |
| 1106 | | ICICLE CREEK ROAD ROCKFALL MITIGATION | |
| 1107 | | TOTAL ESTIMATE BOND | |
| 1108 | | MOBILIZATION | |
| 1109 | | SCHEDULE C-HMA | |
| 1110 | | OLD STATION EMERGENCY SEWER PROJECT | |
| 1111 | | TOTAL ESTIMATE BOND | |
| 1112 | | MOBILIZATION | |
| 1113 | | TRUCKING | |
| 1114 | | CDRPA-PANGBORN GA TERMINAL REHAB-PARKING LOT | |
| 1115 | | TOTAL ESTIMATE BOND | |
| 1116 | | MOBILIZATION | |
| 1117 | | 4" OF HMA CLASS 1/2 IN. PG 64-22 ONLY | |
| 1118 | | CITY OF OKANOGAN-ELMWAY WATER MAIN EXTENSION PH3 | |
| 1119 | | TOTAL ESTIMATE BOND | |
| 1120 | | MOBILIZATION | |
| 1121 | | HMA FOR PAVEMENT REPAIR CI. 3/8" PG64H | |
| 1122 | | HMA FOR PAVEMENT REPAIR CI. 3/8" PG 64H | |
| 1123 | | NORTH END SR 20 PEDESTRIAN/BIKE PATH | |
| 1124 | | TOTAL ESTIMATE BOND | |
| 1125 | | MOBILIZATION | |
| 1126 | | HMA FOR PRELEVELING CL. 3/8" PG 64H-28 | |
| 1127 | | HMA CI. 3/8" PG 64H-28 | |
| 1128 | | HMA FOR APPROACH CL. 3/8" PG 64H-28 | |
| 1129 | | COMMERCIAL HMA | |
| 1130 | | OKANOGAN COUNTY - SHERIFF & CORONER FACILITY | |
| 1131 | | TOTAL ESTIMATE BOND | |
| 1132 | | MOBILIZATION | |
| 1133 | | COMMERCIAL HMA (2" DPETH) | |
| 1134 | | COMMERCIAL HMA (4" DEPTH) | |
| 1135 | | CO # 1: COMMERCIAL HMA (2" DEPTH) | |
| 1136 | | EASTMONT PARK PATHWAY MATANINCE PROJECT | |
| 1137 | | TOTAL ESTIMATE BOND | |
| 1138 | | MOBILIZATION | |
| 1139 | | GRINDING TREE ROOT | |
| 1140 | | REMOVE EXISTING PAVEMENT | |
| 1141 | | CRUSHED SURFACING TOP COURSE | |
| 1142 | | COMMERCIAL HMA | |
| 1143 | | COMMERCIAL HMA FOR PATCH | |
| 1144 | | CRACK SEALING | |
| 1145 | | SEAL COAT- FIRST COAT | |
| 1146 | | SEAL COAT- 2ND COAT | |
| 1147 | | CONDUIT PIPE 3" DIAM | |
| 1148 | | OLD 97, PLATA TO OPHIR | |
| 1149 | | TOTAL ESTIMATE BOND | |
| 1150 | | MOBILIZATION | |
| 1151 | | HMA CL. 1/2" PG 64-28 | |
| 1152 | | ELECTRIC AVE DEVELOPMENT | |
| 1153 | | TOTAL ESTIMATE BOND | |
| 1154 | | MOBILIZATION | |
| 1155 | | HMA CL. 3/8" PG 64H-28 | |
| 1156 | | COMMERCIAL HMA | |
| 1157 | | OMAK AIRPORT-NORTH TAXIWAY A RECONSTRUCTION REBID | |
| 1158 | | TOTAL ESTIMATE BOND | |
| 1159 | | MOBILIZATION | |
| 1160 | | ASPHALT SURFACE COURSE (ADDITIVE BID SCHE | |
| 1161 | | ASPHALT SURFACE COURSE (BASE BID) | |
| 1162 | | WVC CENTER FOR EDUCATION & INOVATION | |
| 1163 | | TOTAL ESTIMATE BOND | |
| 1164 | | MOBILIZATION | |
| 1165 | | CI. 1/2" PG 64-28 | |
| 1166 | | ALT 5: CI. 1/2" PG 64-28 | |
| 1167 | | UPPER PEARL HILL BRIDGE REPLACEMENT | |
| 1168 | | TOTAL ESTIMATE BOND | |
| 1169 | | MOBILIZATION | |
| 1170 | | HMA CL. 1/2" PG 64-28 | |
| 1171 | | SINGLETON PARK RESURFACING PROJECT | |
| 1172 | | TOTAL ESTIMATE BOND | |
| 1173 | | MOBILIZATION | |
| 1174 | | REMOVE CONCRETE, ASPHALT AND DIRT | |
| 1175 | | PLACE CRUSHED ROCK, GRADE, WATER AND COMPACT | |
| 1176 | | PLACE 3" OF ASPHALT IN PARKING AREA | |
| 1177 | | PLACE 4" OF ASPHALT IN ROADWAY | |
| 1178 | | PATEROS SCHOOLS MODERNIZATION PROJECT | |
| 1179 | | TOTAL ESTIMATE BOND | |
| 1180 | | MOBILIZATION | |
| 1181 | | PLACE 3.5" OF CI. 1/2" PG 64-22 IN HEAVY D | |
| 1182 | | PLACE 2.5" OF CI. 1/2" PG 64-22 IN STANDAR | |
| 1183 | | CITY OF CHELAN SR 150 SEWER MAINLINE REPLACEMENT | |
| 1184 | | TOTAL ESTIMATE BOND | |
| 1185 | | MOBILIZATION | |
| 1186 | | COMMERCIAL HMA | |
| 1187 | | CHELAN SEWER AND WATER IMPROVMENTS | |
| 1188 | | TOTAL ESTIMATE BOND | |
| 1189 | | MOBILIZATION | |
| 1190 | | HMA CL. 3/8 IN PG 64-28 | |
| 1191 | | HMA CL. 3/8 IN PG 64-28 | |
| 1192 | | OLDS STATION CAMPUS-WENATCHEE | |
| 1193 | | TOTAL ESTIMATE BOND | |
| 1194 | | MOBILIZATION | |
| 1195 | | PLACE 2" OF CSTC UNDER ASPHALT AREA ON | |
| 1196 | | PLACE 3" OF CI. 3/8 IN PG 64-28 IN 2 LIFTS | |
| 1197 | | TOWN OF WATERVILLE-WASTEWATER TREATMENT PLANT 2024 | |
| 1198 | | TOTAL ESTIMATE BOND | |
| 1199 | | MOBILIZATION | |
| 1200 | | QUARRY SPALLS FOB ORONDO PIT | |
| 1201 | | REJECT FOB ORONDO PIT | |
| 1202 | | CSTC AND CSBC FOB ORONDO PIT | |
| 1203 | | 3" OF CI. 1/2" PG 64-28 | |
| 1204 | | PANGBORN MEMORIAL AIRPORT-RUNWAY REHAB PROJECT | |
| 1205 | | TOTAL ESTIMATE BOND | |
| 1206 | | C-105.0-MOBILIZATION | |
| 1207 | | PANGBORN MEMORIAL AIRPORT-RUNWAY REHAB | |
| 1208 | | P-401-8.1- ASPHALT MIX PAVEMENT COURSE | |
| 1209 | | P-403-8.1-ASPHALT SURFACE/MIXTURE COURSE | |
| 1210 | | P-603-5.1- EMULSIFIED ASPHALT TACK COAT | |
| 1211 | | CONFLUENCE PARKWAY-SOUTH-ROCK DELIVERY | |
| 1212 | | TOTAL ESTIMATE BOND | |
| 1213 | | CONFLUENCE PARKWAY-SOUTH ROCK DELIVERY | |
| 1214 | | SELECT BORROW | |
| 1215 | | CRUSHED SURFACING BASE COURSE | |
| 1216 | | CRUSHED SURFACING TOP COURSE | |
| 1217 | | GRAVEL BACKFILL FOR STRUCTURAL EARTH WALL 9- | |
| 1218 | | GRAVEL BACKFILL FOR WALL 9-03.12(2) | |
| 1219 | | ROCK MULCH | |
| 1220 | | BALLAST | |
| 1221 | | BREWSTER TRANSPORTATION COOPERATIVE-BUS GARAGE | |
| 1222 | | TOTAL ESTIMATE BOND | |
| 1223 | | MOBILIZATION | |
| 1224 | | PLACE 3.5" OF ASPHALT | |
| 1225 | | WENATCHEE VALLEY YMCA-PARKING LOT | |
| 1226 | | TOTAL ESTIMATE BOND | |
| 1227 | | MOBILIZATION | |
| 1228 | | LIGHT DUTY PAVING (2.5" DEPTH) | |
| 1229 | | HEAVY DUTY PAVING (4" DEPTH) | |
| 1230 | | LIGHT DUTY PAVING (2.5" DEPTH) | |
| 1231 | | HEAVY DUTY PAVING (4" DEPTH) | |
| 1232 | | US 2 COLES CORNER VACINITY PAVING | |
| 1233 | | TOTAL ESTIMATE BOND | |
| 1234 | | MOBILIZATION | |
| 1235 | | REMOVING MISCELLANEOUS TRAFFIC ITEM | |
| 1236 | | SHOULDER FINISHING & CSBC AS NEEDED | |
| 1237 | | PAVEMENT REPAIR EXCAVATION INCLUDING HAUL | |
| 1238 | | BRIDGE DECK REPAIR BR NO 2/207 | |
| 1239 | | LIQUID APPLIED WATERPROOF MEMBRANE BR | |
| 1240 | | REMOVING EXISTING OVERLAY FROM BRIDGE | |
| 1241 | | STRUCTURE SURVAYING | |
| 1242 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
| 1243 | | ASPHALT FOR FOG SEAL | |
| 1244 | | CRACK SEALINGBIT PVMT-CENTERLINE MILE | |
| 1245 | | PLANING BITUMINOUS PAVEMENT | |
| 1246 | | JOINT ADHESIVE FOR BITUMINOUS PAVEMENT | |
| 1247 | | PLANNING SHOULDER DRAINAGE CUTOUT | |
| 1248 | | HMA JOINT SEAL AT BRIDGE | |
| 1249 | | HMA FOR PAVEMENT REPAIR CI 1/2" PG | |
| 1250 | | HMA CL 1/2" PG 64V-28 | |
| 1251 | | HMA APPROCH CL 1/2" PG 64V-28 | |
| 1252 | | ESC LEAD | |
| 1253 | | INLET PROTECTION | |
| 1254 | | ERROSION/ WATER POLLUTION CONTROL | |
| 1255 | | REPAIR TRANSPORTABLE ATTENUATOR | |
| 1256 | | FLEXIBLE GUIDE POST | |
| 1257 | | PAINT LINE | |
| 1258 | | PLASTIC STOP LINE | |
| 1259 | | PLASTIC TRAFFIC ARROW | |
| 1260 | | PAINTED DRAINIGE MARKING | |
| 1261 | | PLASTIC AERIAL SURVEILLENCE FULL MARKER | |
| 1262 | | PLASTIC AERIAL SURVEILLENCE 1/2 MARKER | |
| 1263 | | SINUSOIDAL RUMBLE STRIPS | |
| 1264 | | RECESSED PAVEMENT MARKER | |
| 1265 | | PERMENENT SIGNING | |
| 1266 | | TEMPORARY PAVEMENT MARKING-SHORT DURATION | |
| 1267 | | TEMPORARY MISC PAVEMENT MARKINGS - SH | |
| 1268 | | TEMPORARY STOP LINE- SHORT DURATION | |
| 1269 | | PORTABLE CHANGEABLE MESSAGE SIGN | |
| 1270 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
| 1271 | | WORK ZONE SAFETY CONTINGENCY | |
| 1272 | | CONSTRUCTION SIGNS CLASS A | |
| 1273 | | PLASTIC WIDE LINE | |
| 1274 | | RWIS SENSOR REMOVAL | |
| 1275 | | ADJUSTMENAT MONUMENT CASE AND COVER | |
| 1276 | | ADJUST CATCH BASIN | |
| 1277 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 1278 | | CDCAC HEADQUARTERS-PARKING LOT | |
| 1279 | | TOTAL ESTIMATE BOND | |
| 1280 | | MOBILIZATION | |
| 1281 | | EXCAVATION OF EXISTING | |
| 1282 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
| 1283 | | PLACE COMMERCIAL HMA (3" AVG DEPTH) | |
| 1284 | | SUMMER PLACE LIFT STATION REPLACEMENT | |
| 1285 | | TOTAL ESTIMATE BOND | |
| 1286 | | MOBILIZATION | |
| 1287 | | PAVEMENT PATCHING | |
| 1288 | | CITY OF CHELAN-PATCH BEHIND WALMART | |
| 1289 | | TOTAL ESTIMATE BOND | |
| 1290 | | MOBILIZATION | |
| 1291 | | PLACE 3" OF ASPHALT ON GRADE PREPARED B | |
| 1292 | | 5TH AND GROVER ST-PATCH | |
| 1293 | | TOTAL ESTIMATE BOND | |
| 1294 | | MOBILIZATION | |
| 1295 | | COLD MIX PICKED UP AT ROCKY REACH | |
| 1296 | | 3" OF HMA | |
| 1297 | | 2ND AVE SE ROADWAY RECONSTRUCTION-QUINCY | |
| 1298 | | TOTAL ESTIMATE BOND | |
| 1299 | | MOBILIZATION | |
| 1300 | | CSTC PICKED UP AT ROAD T PIT | |
| 1301 | | CSBC PICKED UP AT ROAD T PIT | |
| 1302 | | HMA CL. 1/2" PG 64H-28 | |
| 1303 | | HMA FOR APPROCH CL. 1/2" PG 64H-28 | |
| 1304 | | 3RD AVE RECONSTRUCTION & UTILITY REPLACEMENT | |
| 1305 | | TOTAL ESTIMATE BOND | |
| 1306 | | SCH A- MOBILIZATION | |
| 1307 | | SCH B- MOBILIZATION | |
| 1308 | | SCH C- MOBILIZATION | |
| 1309 | | COMMERCIAL HMA CI. 3/8 IN PG 64H-28 | |
| 1310 | | COMMERCIAL HMA PAVEMENT REPAIR, TYPE | |
| 1311 | | COMMERCIAL HMA PAVEMENT REPAIR, TYPE | |
| 1312 | | COMMERCIAL HMA PAVEMENT REPAIR, TYPE | |
| 1313 | | 2025 WATER MAIN REPLACEMENT MARILANE DRIVE | |
| 1314 | | TOTAL ESTIMATE BOND | |
| 1315 | | MOBILIZATION | |
| 1316 | | ASPHALT PAVEMENT RESTORATION (ASPHALT ON) | |
| 1317 | | PANGBORN MEMORIAL AIRPORT- T-HANGERS/TAXILANES PROJECT | |
| 1318 | | TOTAL ESTIMATE BOND | |
| 1319 | | BID 1-MOBILIZATION | |
| 1320 | | BID 1- HMA CL. 1/2" PG 64H-28 | |
| 1321 | | ALT 2- HMA CL. 1/2" PG 64H-28 | |
| 1322 | | CITY OF WENATCHEE 1ST STREET CURB RAMPS | |
| 1323 | | TOTAL ESTIMATE BOND | |
| 1324 | | MOBILIZATION | |
| 1325 | | HMA CI 3/8 IN. PG 64H-28 | |
| 1326 | | EWWD-NE 8TH STREET PATCH AND OVERLAY | |
| 1327 | | TOTAL ESTIMATE BOND | |
| 1328 | | MOBILIZATION | |
| 1329 | | PLACE 2" OF ASPHALT IN PATCH THEN OVERLAY | |
| 1330 | | EWWD S. KENTUCKY AVE WATER MAIN | |
| 1331 | | TOTAL ESTIMATE BOND | |
| 1332 | | (1) MOBILIZATION | |
| 1333 | | CRACK SEAL TRENCH PATCH JOINTS-ROADSAV | |
| 1334 | | (8) COMMERCIAL HMA CL 3/8 INCH FOR TREN | |
| 1335 | | (9) HMA CL 3/8 INCH FOR 1 INCH OVERLAY | |
| 1336 | | SR 282 -NAT WA WAY-ROUNDABOUT | |
| 1337 | | TOTAL ESTIMATE BOND | |
| 1338 | | MOBILIZATION | |
| 1339 | | PLACE HMA FULL DEPTH (.75" DEPTH 3-LIFTS) | |
| 1340 | | PLACE HMA TRAILS/SHOULDERS (.75" DEPTH, 3) | |
| 1341 | | PLACE HMA CENTER ISLAND (.25" DEPTH) | |
| 1342 | | MCNEIL CANYON ROAD RE-ALIGNMENT | |
| 1343 | | TOTAL ESTIMATE BOND | |
| 1344 | | MOBILIZATION | |
| 1345 | | HMA CL. 1/2" PG 64-28 | |
| 1346 | | COMMERCIAL HMA | |
| 1347 | | H1A TRANSMISSION MAIN EXTENSION | |
| 1348 | | TOTAL ESTIMATE BOND | |
| 1349 | | MOBILIZATION | |
| 1350 | | CSTC/CSBC PICKED UP AT ORONDO PIT | |
| 1351 | | CSTC/CSBC DELIVERED FOB JOBSITE | |
| 1352 | | COMMERCIAL HMA CL. 3/8 INCH FOR TRENCH | |
| 1353 | | HMA CL. 3/8 -INCH PG 64H-28 FOR 1-INCH O | |
| 1354 | | GRANT CO-FIRE DISTRICT 3 STATION-PARKING LOT | |
| 1355 | | TOTAL ESTIMATE BOND | |
| 1356 | | MOBILIZATION | |
| 1357 | | INSTALL 30' CULVERT PIPE | |
| 1358 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
| 1359 | | PLACE COMMERCIAL HMA (3" AVG DEPTH) | |
| 1360 | | GLEN WILLIAMS ACCESS REDEVELOPMENT PG 2 | |
| 1361 | | TOTAL ESTIMATE BOND | |
| 1362 | | MOBILIZATION | |
| 1363 | | PLACE 3" OF CI. 1/2" PG 64-28 | |
| 1364 | | PLACE 2" OVERLAY OF CI. 1/2" PG 64-28 | |
| 1365 | | US697 LAKESIDE TRAIL-WATER STREET TO W. WOODIN AVE | |
| 1366 | | TOTAL ESTIMATE BOND | |
| 1367 | | MOBILIZATION (ONE INCLUDED) | |
| 1368 | | COMMERCIAL HMA | |
| 1369 | | COMMERCIAL HMA FOR DRIVEWAY | |
| 1370 | | COMMERCIAL HMA FOR PATHWAY | |
| 1371 | | CITY OF BREWSTER-WASTEWATER SYSTEM IMPROVMENTS | |
| 1372 | | TOTAL ESTIMATE BOND | |
| 1373 | | MOBILIZATION | |
| 1374 | | TYPE A SURFACE REPAIR (HMA ONLY) | |
| 1375 | | CITY OF QUINCY- M ST NE AND COLUMBIA IMPROVMENTS- CANAL | |
| 1376 | | TOTAL ESTIMATE BOND | |
| 1377 | | MOBILIZATION | |
| 1378 | | COMMERCIAL HMA 3/8" PG 64H-28 | |
| 1379 | | CITY OF WENATCHEE-CONVENTION CENTER EXPANSION | |
| 1380 | | TOTAL ESTIMATE BOND | |
| 1381 | | MOBILIZATION | |
| 1382 | | COMMERCIAL HMA (4" AVG DEPTH) | |
| 1383 | | COMMERCIAL HMA OVERLAY (2" AVG DEPTH) | |
| 1384 | | TOWN OF TWISP- ALLYS | |
| 1385 | | TOTAL ESTIMATE BOND | |
| 1386 | | MOBILIZATION | |
| 1387 | | COMMERCIAL HMA | |
| 1388 | | METHOW VALLEY COMMUNITY CENTER-PATCH | |
| 1389 | | TOTAL ESTIMATE BOND | |
| 1390 | | MOBILIZATION | |
| 1391 | | PLACE 2" OF ASPHALT | |
| 1392 | | CCT LOWER & UPPER LOOP HOMES ROADWAY PROJECT IMPROVMENTS | |
| 1393 | | TOTAL ESTIMATE BOND | |
| 1394 | | MOBILIZATION | |
| 1395 | | HMA CL. 1/2" PG 64H-28 | |
| 1396 | | ORONDO SCHOOL TRANSPORTATION SAFETY PROJECT 2025 | |
| 1397 | | TOTAL ESTIMATE BOND | |
| 1398 | | MOBILIZATION | |
| 1399 | | PLACE 3" OF CI. 3/8" PG 64-22 IN PARKING LOT | |
| 1400 | | PLACE 4" OF CI. 3/8" PG 64-22 IN BUS LOOP | |
| 1401 | | PLACE 4" OF CI. 3/8" PG 64-22 | |
| 1402 | | PLACE 4" OF CI. 3/8" PG 64-22 | |
| 1403 | | PLACE 4" OF CI. 3/8" PG 64-22 | |
| 1404 | | CITY OF ENTIAT-PULL OFF AREA WEST OF ENTIAT WAY | |
| 1405 | | TOTAL ESTIMATE BOND | |
| 1406 | | MOBILIZATION | |
| 1407 | | PLACE CSTC AS NEEDED,BLADE,WATER,AND COMPACT | |
| 1408 | | PLACE 2" OF ASPHALT | |
| 1409 | | TRAFFIC CONTROL | |
| 1410 | | APOLLO INC-CITY OF QUINCY-PATCHES | |
| 1411 | | TOTAL ESTIMATE BOND | |
| 1412 | | MOBILIZATION | |
| 1413 | | PLACE COMMECIAL HMA (3" AVG DEPTH) | |
| 1414 | | PLACE COMMERCIAL HMA (4" AVG DEPTH,2-) | |
| 1415 | | PLACE COMMERCIAL HMA (6" AVG DEPTH, 2-) | |
| 1416 | | WSDOT-US2 W OF LEVENWORTH SLOPE STABILIZATION | |
| 1417 | | TOTAL ESTIMATE BOND | |
| 1418 | | MOBILIZATION | |
| 1419 | | FORCE ACCOUNT PAVEMENT REPAIR | |
| 1420 | | COLD MIX PICKUP AT ROCKY REACH PIT PER T | |
| 1421 | | GAOA SELKIRKS TO SURF TRANSPORTATION PACKAGE 1 | |
| 1422 | | TOTAL ESTIMATE BOND | |
| 1423 | | MOBILIZATION SEC B | |
| 1424 | | MOBILIZATION-OPTION 1 | |
| 1425 | | EMULSIFIED ASPHALT CRS-2P | |
| 1426 | | EMULSIFIED ASPHALT CSS-1 | |
| 1427 | | EMULSIFIED ASPHALT CRS-2P | |
| 1428 | | EMULSIFIED ASPHALT CSS-1 | |
| 1429 | | CHIP SEAL, TYPE BITUMINOUS SURFACE TREAT | |
| 1430 | | CHIP SEAL, TYPE BITUMINOUS SURFACE TREAT | |
| 1431 | | ASPHALT CONCRETE PAVING, TYPE 2, WSDOT | |
| 1432 | | ASPHALT CONCRETE PAVEMENT PATCHING, TYP | |
| 1433 | | ASPHALT CONCRETE PAVEMENT PATCHING TYP | |
| 1434 | | 6TH AVENUE EXTENSION-CRAIG RD TO RUSSEL ST (SUB) | |
| 1435 | | TOTAL ESTIMATE BOND | |
| 1436 | | MOBILIZATION (SEE NOTE #1) | |
| 1437 | | HMA CL. 3/8 IN PG 64H-28, FOR PATHWAY | |
| 1438 | | HMA CL. 3/8 IN PG 64H-28, FOR ROADWAY | |
| 1439 | | | |
| 1440 | | BENTON CITY PIT | |
| 1441 | | 2025 AFFINITY AT BADGER MT | |
| 1442 | | TOTAL ESTIMATE BOND | |
| 1443 | | MOBILIZATION | |
| 1444 | | 3" COMMERCIAL HMA | |
| 1445 | | 4" COMMERCIAL HMA | |
| 1446 | | 2" PATHWAY HMA | |
| 1447 | | SPEED BUMP - 24' X 2' X 3" DEPTH | |
| 1448 | | PEACH TREE ESTATES 11 PH 1& 2 IMPROVEMENTS | |
| 1449 | | TOTAL ESTIMATE BOND | |
| 1450 | | MOBILIZATION | |
| 1451 | | HAUL & PLACE 4" AVG DEPTH HMA ON GAGE B | |
| 1452 | | HAUL & PLACE 2" HMA ON INTERIOR STREETS W | |
| 1453 | | 8' PATHWAY - HAUL & PLACE 2" HMA CI. 3/8" | |
| 1454 | | 5' PATHWAY - HAUL & PLACE 2" HMA CI. 3/8" | |
| 1455 | | SOIL STERILANT | |
| 1456 | | GLACIER PARK PH 1/ DESERT FLATS | |
| 1457 | | TOTAL ESTIMATE BOND | |
| 1458 | | MOBILIZATION-GLACIER PARK | |
| 1459 | | MOBILIZATION-DESERT FLATS | |
| 1460 | | BURNS ROAD & KUI TRAIL - 46,2032 SF OF 3" | |
| 1461 | | LOCAL STREETS - 160948 SF OF 2.5" HMA HA | |
| 1462 | | BURNS RD 3" | |
| 1463 | | INTERIOR 2" | |
| 1464 | | SOIL STERILANT | |
| 1465 | | SOIL RESIDUAL HERBICIDE | |
| 1466 | | KOHLER ESTATES PHASE 2 | |
| 1467 | | TOTAL ESTIMATE BOND | |
| 1468 | | MOBILIZATION | |
| 1469 | | CSBC/CSTC PICKED UP AT BENTON CITY LO | |
| 1470 | | HMA CI 1/2" PG 64-28 (2" DEPTH) | |
| 1471 | | GOOSE RIDGE ESTATES PH 4 & 5 | |
| 1472 | | TOTAL ESTIMATE BOND | |
| 1473 | | MOBILIZATION | |
| 1474 | | ROCK PICKED UP PRICE AT BENTON CITY PIT | |
| 1475 | | TROWBRIDGE & VERNACCIA-HAUL & PLACE 2" | |
| 1476 | | INTERIOR STREETS - HAUL & PLACE 2" AV. DEPTH | |
| 1477 | | 5' WIDE PATH - HAUL & PLACE 2" AV DEPTH H | |
| 1478 | | 12' WIDE PATH - HAUL & PLACE 2" AV DEPTH | |
| 1479 | | SURF THRU EXPRESS CAR WASH | |
| 1480 | | TOTAL ESTIMATE BOND | |
| 1481 | | MOBILIZATION | |
| 1482 | | HAUL & PLACE 3" HMA CI. 1/2" PG 64-28 | |
| 1483 | | OLYMPIA STREET GAS PROJECT | |
| 1484 | | TOTAL ESTIMATE BOND | |
| 1485 | | MOBILIZATION | |
| 1486 | | HMA CI 1/2" PG 64-28 (3.5" DEPTH) | |
| 1487 | | SOUTHRIDGE PLAZA RETAIL SHELL BUILDING | |
| 1488 | | TOTAL ESTIMATE BOND | |
| 1489 | | MOBILIZATION | |
| 1490 | | HMA CI 1/2" PG 64-28 (2.5" DEPTH) | |
| 1491 | | HMA FOR STREET PATCHING | |
| 1492 | | GRANDVIEW TRAVEL PLAZA | |
| 1493 | | TOTAL ESTIMATE BOND | |
| 1494 | | MOBILIZATION | |
| 1495 | | HAUL & PLACE 4" HMA TRUCK PLAZA | |
| 1496 | | HAUL & PLACE 4" HMA TRUCK WASH | |
| 1497 | | HAUL & PLACE 3" LIGHT DUTY PARKING LOT | |
| 1498 | | ASPHALT AND DELIVERY TO 5512 W. EVERETT | |
| 1499 | | TOTAL ESTIMATE BOND | |
| 1500 | | MOBILIZATION | |
| 1501 | | HMA PRODUCTION FOR PRIVATE PROJECT | |
| 1502 | | TRUCK RENTAL HRLY-PORT TO PORT | |
| 1503 | | HMA DELIVERED MONDAY | |
| 1504 | | NORTH SIDE PAVING PROJECT-SIMPLOT-PASCO WA | |
| 1505 | | TOTAL ESTIMATE BOND | |
| 1506 | | MOBILIZATION | |
| 1507 | | X-OUT AND REMOVAL-MATERIAL TO STAY ONS | |
| 1508 | | HAUL AND PLACE 4" AVG DEPTH BASE ROCK | |
| 1509 | | HAUL AND PLACE 3" AVG DEPTH ASPHALT | |
| 1510 | | PAVING PROJECT-COULEE FLATS DAIRY | |
| 1511 | | TOTAL ESTIMATE BOND | |
| 1512 | | MOBILIZATION-HMA PLACEMENT | |
| 1513 | | MOBILIZATION-AGGREGATE PLACEMENT | |
| 1514 | | HOURLY RATE PREP WORK | |
| 1515 | | HAUL & PLACE 3" HMA-(ESTIMATED SQUARE) | |
| 1516 | | BARKER RANCH 1ST ADDITION-PH 3 | |
| 1517 | | TOTAL ESTIMATE BOND | |
| 1518 | | MOBILIZATION | |
| 1519 | | HAUL & PLACE 2.5" HMA CI. 1/2" PG 64-28 | |
| 1520 | | SOIL STERILANT | |
| 1521 | | SYRAH AVE EXTENSION | |
| 1522 | | TOTAL ESTIMATE BOND | |
| 1523 | | MOBILIZATION | |
| 1524 | | HMA CI. 3/8" PG 64H-28 (2" DEPTH) | |
| 1525 | | SOUTHRIDGE TOWNHOME ESTATES PH 2 | |
| 1526 | | TOTAL ESTIMATE BOND | |
| 1527 | | MOBILIZATION | |
| 1528 | | HAUL & PLACE 2" AVG DEPTH HMA CI. 1/2" PG | |
| 1529 | | SOIL STERILANT | |
| 1530 | | ABLE CLEANUP TECH HWY 14 CLEAN UP PATCH | |
| 1531 | | TOTAL ESTIMATE BOND | |
| 1532 | | MOBILIZATION | |
| 1533 | | 3" DEPTH SHOULDER PATCH - HMA ONLY | |
| 1534 | | CREASON RIDGE PHASE 1 | |
| 1535 | | TOTAL ESTIMATE BOND | |
| 1536 | | MOBILIZATION | |
| 1537 | | HAUL AND PLACE HMA TYPICAL LOCAL ACCESS | |
| 1538 | | HAUL AND PLACE HMA SECONDARY EMERGEN | |
| 1539 | | UTILITY PATCHES | |
| 1540 | | BMS SOUTH ORCHARD PHASE 2 | |
| 1541 | | TOTAL ESTIMATE BOND | |
| 1542 | | MOBILIZATION-PAVING | |
| 1543 | | HMA CI 3/8" PG 64-28 FOR PEDESTRIAN PATH | |
| 1544 | | HMA CI 3/8" 64-28 FOR ROADWAY (2" DEPTH) | |
| 1545 | | HMA CI 1/2" PG 64-28 FOR ROADWAY (4" DEPTH) | |
| 1546 | | SURF THRU EXPRESS CAR WASH-HMA QUOTE STREET WORK | |
| 1547 | | TOTAL ESTIMATE BOND | |
| 1548 | | MOBILIZATION | |
| 1549 | | HAUL & PLACE 3.5" HMA CI. 1/2" PG 64-28 | |
| 1550 | | THE PLATEAU AT RIVER RANCH | |
| 1551 | | TOTAL ESTIMATE BOND | |
| 1552 | | MOBILIZATION | |
| 1553 | | HAUL AND PLACE 3" HMA CL. 1/2 PG 64-22 | |
| 1554 | | SOIL STERILANT | |
| 1555 | | ZEN-NOH HAY | |
| 1556 | | TOTAL ESTIMATE BOND | |
| 1557 | | MOBILIZATION | |
| 1558 | | HAUL AND PLACE 2.5 IN HMA | |
| 1559 | | HAUL AND PLACE PATCHING 3 IN HMA | |
| 1560 | | MUSTANG ESTSTES PHASE 2 | |
| 1561 | | TOTAL ESTIMATE BOND | |
| 1562 | | MOBILIZATION | |
| 1563 | | HMA CI 1/2" PG 64-28 (3"DEPTH) | |
| 1564 | | GREG FRODEL HANGER (PRIVATE) | |
| 1565 | | TOTAL ESTIMATE BOND | |
| 1566 | | MOBILIZATION | |
| 1567 | | OPTION 2-PREP + REGRADE EXISTING, HAUL A | |
| 1568 | | SOUTH HILL MANORS | |
| 1569 | | TOTAL ESTIMATE BOND | |
| 1570 | | MOBILIZATION | |
| 1571 | | HMA CI 1/2" PG 64-28 FOR ROADWAY | |
| 1572 | | HMA CI 1/2" PG 64-28 FOR DRIVEWAY/POND | |
| 1573 | | SPEED HUMP INSTALLATION (HMA ONLY) | |
| 1574 | | BENTON REA HEADQUARTERS | |
| 1575 | | TOTAL ESTIMATE BOND | |
| 1576 | | MOBILIZATION | |
| 1577 | | COMMERCIAL HMA CI 1/2" (3" DEPTH) LIGHT DUTY | |
| 1578 | | COMMERCIAL HMA CI 1/2" (4" DEPTH) HEAVY DUTY | |
| 1579 | | GRANDRIDGE ESTATES PHASE 6&7- HMA QUOTE | |
| 1580 | | TOTAL ESTIMATE BOND | |
| 1581 | | BASE BID-MOBILIZATION | |
| 1582 | | PH 6-BASED ON 76,475 SQFT WITH 2" HMA | |
| 1583 | | PH 6-SOIL STERILANT | |
| 1584 | | PH 7-BASED ON 54,200 SQFT WITH 2" HMA | |
| 1585 | | PH 7-SOIL STERILANT | |
| 1586 | | CBHA PASCO CLINIC | |
| 1587 | | TOTAL ESTIMATE BOND | |
| 1588 | | MOBILIZATION | |
| 1589 | | STANDARD 3" HMA | |
| 1590 | | HEAVY DUTY 4" HMA | |
| 1591 | | THREE RIVERS DR. ROADWAY SECTION 2.5" HMA | |
| 1592 | | ROAD 68 WIDENING SECTION 3" HMA | |
| 1593 | | INCREASE ASPHALT OIL COST | |
| 1594 | | INCREASE ASPHALT OIL COST | |
| 1595 | | BICKLETON HWY OVERLAY-BOX SPRINGS VICINITY | |
| 1596 | | TOTAL ESTIMATE BOND | |
| 1597 | | MOBILIZATION | |
| 1598 | | PREPERATION OF SURFACE | |
| 1599 | | REMOVAL OF STRUCTURES AND OBSTRUCTIONS | |
| 1600 | | CRUSHED SURFACING TOP COURSE | |
| 1601 | | COMMERCIAL HMA | |
| 1602 | | HMA FOR PRELEVELING CI. 1/2 IN PG 64H-28 | |
| 1603 | | HMA CI. 1/2 IN. PG 64H-28 | |
| 1604 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 1605 | | COMPACTION PRICE ADJUSTMENT | |
| 1606 | | ASPHALT COST PRICE ADJUSTMENT | |
| 1607 | | BEAM GUARDRAIL TYPE 31- 11 FT LONG POST | |
| 1608 | | BEAM GAURDRAIL TYPE 31- NON FLARED TERM | |
| 1609 | | BEAM GAURDRAIL TYPE 31- ANCHOR TYPE 11 | |
| 1610 | | PAINT LINE | |
| 1611 | | TEMPORARY PAINT MARKING- SHORT DURATION | |
| 1612 | | OTHER TEMORARY TRAFFIC CONTROL DEVICES | |
| 1613 | | FLAGGERS | |
| 1614 | | OTHER TRAFFIC CONTROL LABOR | |
| 1615 | | TRAFFIC CONTROL SUPERVISIOR | |
| 1616 | | CONSTRUCTION SIGNS CLASS A | |
| 1617 | | WORK ZONE SAFETY CONTINGENCY | |
| 1618 | | SHOULDER FINISHING | |
| 1619 | | MINOR CHANGE | |
| 1620 | | PRE HAUL | |
| 1621 | | CBC-BURIED IFRASTRUCTURE REPLACEMENT-PAVING | |
| 1622 | | TOTAL ESTIMATE BOND | |
| 1623 | | MOBILIZATION | |
| 1624 | | COP NO 4 HMA CL 1/2" PG 64-28 (4" DEP) | |
| 1625 | | COP NO 5 HMA CI 1/2" PG 64-28 (4"DEP) | |
| 1626 | | COP NO 6 HMA CI 1/2" PG 64-28 (4" DEP) | |
| 1627 | | GOODMAN PATCH OLD PROSSER TENNIS COURTS | |
| 1628 | | TOTAL ESTIMATE BOND | |
| 1629 | | MOBILIZATION | |
| 1630 | | HAUL & PLACE HMA 3/8" MIX | |
| 1631 | | TAPTEAL 2 TRUMAN AVE PUMP STATION | |
| 1632 | | TOTAL ESTIMATE BOND | |
| 1633 | | MOBILIZATION | |
| 1634 | | ASPHALT PATCHING 2" HMA (ONLY) HAULED & | |
| 1635 | | PASCO AQUATIC CENTER | |
| 1636 | | TOTAL ESTIMATE BOND | |
| 1637 | | MOBILIZATION | |
| 1638 | | HMA CI 1/2" PG 64-28 (2.5" DEPTH) | |
| 1639 | | QUINAULT & COLUMBIA CENTER BLVD INTERSECTION IMP | |
| 1640 | | TOTAL ESTIMATE BOND | |
| 1641 | | MOBILIZATION | |
| 1642 | | HMA CLASS 3/8" PG 64H-28 | |
| 1643 | | CLASS 1/2" HMA (2.0-INCH ROADWAY WID) | |
| 1644 | | ASPHALT PATCHING REPAIR (PRIOR TO O) | |
| 1645 | | ASPHALT PATCHING BEHIND SIDEWALL | |
| 1646 | | ASPHALT PATCHING (3-INCH OF CLASS 1/) | |
| 1647 | | ASPHALT PATCHING FOR TRENCH RES | |
| 1648 | | HMA PATCHING ONLY | |
| 1649 | | 2024 STEVENS DRIVE RECONSTRUCTION | |
| 1650 | | TOTAL ESTIMATE BOND | |
| 1651 | | A-1 MOBILIZATION | |
| 1652 | | A-18 HMA CL. 1/2IN PG 64H-28 (4" IN. T) | |
| 1653 | | A-32 DRIVEWAY ASPHALT PATCHING | |
| 1654 | | A-33 ASPHALT PATCHING (2 IN HMA O) | |
| 1655 | | OFF-SITE ROAD & UTILITIES COMPREHENSIVE HS #3-PSD | |
| 1656 | | TOTAL ESTIMATE BOND | |
| 1657 | | MOBILIZATION (1 INCLUDED SEE NOTES) | |
| 1658 | | ALL WORK ON BURNS RD & MELODY LN | |
| 1659 | | PARTIAL ROW WEST SIDE OF RD 60/BURNS | |
| 1660 | | PARTIAL ROW EAST SIDE OF RD 64/BURNS RD | |
| 1661 | | PARTIAL ROW EAST SIDE OF RD 60/BURNS RD | |
| 1662 | | PARTIAL ROW EAST SIDE OF RD 60/BURNS RD | |
| 1663 | | PARTIAL ROW WEST SIDE OF RD 64/BURNS RD | |
| 1664 | | PARTIAL ROW WEST SIDE OF RD 64/BURNS RD | |
| 1665 | | FAIRGROUNDS PARKING LOT IMPROVMENTS PROJECT | |
| 1666 | | TOTAL ESTIMATE BOND | |
| 1667 | | TOTAL ESTIMATE BOND | |
| 1668 | | MOBILIZATION | |
| 1669 | | CSTC/CSBC-PICKED UP ONLY | |
| 1670 | | HMA CI 1/2 IN PG 64S-28 | |
| 1671 | | HMA CI. 1/2 IN PG 64S-28 (PATH AND PATCH) | |
| 1672 | | ASPHALT COST PRICE ADJUSTMENT | |
| 1673 | | SOIL RESIDUAL HERBICIDE | |
| 1674 | | SR 224 RED MOUNTAIN VICINITY IMPROVEMENTS | |
| 1675 | | TOTAL ESTIMATE BOND | |
| 1676 | | (SCH A) MOBILIZATION | |
| 1677 | | (SCH B) MOBILIZATION | |
| 1678 | | (SCH C) MOBILIZATION | |
| 1679 | | (SCH A) COMMERCIAL HMA 3/8 IN PG 6 | |
| 1680 | | (SCH A) JOB MIX COMPLIANCE PRICE A | |
| 1681 | | (SCH A) ASPHALT COST PRICE ADJUST | |
| 1682 | | (SCH B) HMA CL. 1/2 IN. PG 64H-28 | |
| 1683 | | (SCH B) HMA FOR APPROCH CL. 3/8 IN | |
| 1684 | | (SCH B) COMMERCIAL HMA 3/8 IN PG 6 | |
| 1685 | | (SCH B) JOB MIX COMPLIANCE ADJUST | |
| 1686 | | (SCH B) ASPHALT COST PRICE ADJUST | |
| 1687 | | (SCH C) HMA CL. 1/2 IN PG 64H-28 | |
| 1688 | | (SCH C) HMA FOR APPROCH CL. 3/8 IN | |
| 1689 | | COMMERCIAL HMA 3/8 IN PG 64-28 | |
| 1690 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 1691 | | (SCH C) ASPHALT COST PRICE ADJUSTMENT | |
| 1692 | | (SCH C) SIDEWALK HMA RAMP | |
| 1693 | | (SCH A) COMPACTION PRICE ADJUSTMENT | |
| 1694 | | (SCH B) COMPACTION PRICE ADJUSTMENT | |
| 1695 | | (SCH C) COMPACTION PRICE ADJUSTMENT | |
| 1696 | | TRUCK RENTAL (REGULAR TIME) | |
| 1697 | | TRI-CITIES AIRPORT QUICK TURN AROUND | |
| 1698 | | TOTAL ESTIMATE BOND | |
| 1699 | | MOBILIZATION | |
| 1700 | | STANDARD DUTY ASPHALT | |
| 1701 | | HEAVY DUTY ASPHALT | |
| 1702 | | STANDARD DUTY ASPHALT | |
| 1703 | | SR 240 & SR 24 INTERSECTION VICINITY PAVING | |
| 1704 | | TOTAL ESTIMATE BOND | |
| 1705 | | MOBILIZATION | |
| 1706 | | REMOVAL OF STRUCTURES AND OBSTRUCTIONS | |
| 1707 | | PAVEMENT REPAIR EXCAVATION INCLUDING HAUL | |
| 1708 | | ADJUST MONUMENT CASE AND COVER | |
| 1709 | | CRUSHED SURFACING BASE COURSE | |
| 1710 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
| 1711 | | ASPHALT FOR FOG SEAL | |
| 1712 | | CRACK SEALING BIT PVMT-CM | |
| 1713 | | PLANNING BITUMINOUS PAVEMENT | |
| 1714 | | HMA FOR PRELEVELING CL. 3/8 IN PG | |
| 1715 | | HMA FOR PAVEMENT REPAIR CL. 1/2 IN | |
| 1716 | | HMA CL. 1/2 IN PG 64H-28 | |
| 1717 | | ASPHALT COST PRICE ADJUSTMENT | |
| 1718 | | CYCLIC DENISTY PRICE ADJUSTMENT | |
| 1719 | | EROSION/WATER POLUTION CONTROL | |
| 1720 | | REMOVING MISCELLANEOUS TRAFFIC | |
| 1721 | | SHOULDER FINISHING | |
| 1722 | | BEAM GUARDRAIL TYPE 31 | |
| 1723 | | BEAM GUARDRAIL TYPE 31 NON-FLARE | |
| 1724 | | FLEXIBLE GUIDE POST | |
| 1725 | | PAINT LINE | |
| 1726 | | PLASTIC STOP LINE | |
| 1727 | | PLASTIC TRAFFIC ARROW | |
| 1728 | | CENTERLINE RUMBLE STRIP | |
| 1729 | | SHOULDER RUMBLE STRIP TYPE 3 | |
| 1730 | | RECESSED PAVEMENT MARKER | |
| 1731 | | TEMPORARY PAVEMENT MARKING-SH | |
| 1732 | | TEMPORARY STOP LINE-SHORT DURATION | |
| 1733 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
| 1734 | | CONSTRUCTION SIGNS CLASS A | |
| 1735 | | PLASTIC WIDE LINE | |
| 1736 | | ARCHAEOLOGICAL AND HISTORICAL S | |
| 1737 | | JOB MIX COMPLIANCE ADJUSTMENT | |
| 1738 | | COMPACTION PRICE ADJUSTMENT | |
| 1739 | | WORK ZONE SAFETY CONTINGENCY | |
| 1740 | | WSP REIMBURSEMENT | |
| 1741 | | ROADSIDE CLEANUP | |
| 1742 | | REIMBURSEMENT FOR THIRD PART D | |
| 1743 | | MINOR CHANGE | |
| 1744 | | SPCC PLAN | |
| 1745 | | | |
| 1746 | | MILTON-FREEWATER PIT | |
| 1747 | | DELL SHARP BRIDGE REPLACEMENT | |
| 1748 | | TOTAL ESTIMATE BOND | |
| 1749 | | MOBILIZATION | |
| 1750 | | LIGHT LOOSE RIP RAP | |
| 1751 | | HMA CI. 1/2" PG 64H-28 | |
| 1752 | | QUARRY SPALLS | |
| 1753 | | CRUSHED SURFACING BASE COURSE (DELIVERED) | |
| 1754 | | COLD MIX PATCHING AT WALLA WALLA UNIVERSITY | |
| 1755 | | TOTAL ESTIMATE BOND | |
| 1756 | | MOBILIZATION | |
| 1757 | | COLD MIX PATCHING | |
| 1758 | | RAFIEL RAMOS PERSONAL DRIVEWAY | |
| 1759 | | TOTAL ESTIMATE BOND | |
| 1760 | | MOBILIZATION | |
| 1761 | | COMMERCIAL HMA 2" DEPTH | |
| 1762 | | DAN SOLOMON DRIVEWAY (PENDLETON) | |
| 1763 | | TOTAL ESTIMATE BOND | |
| 1764 | | MOBILIZATION | |
| 1765 | | INSTALL 5" OF PRELEVEL AND 1.5" OF HMA CI | |
| 1766 | | UPLANDMEADOWS PHASE 1 & 2 | |
| 1767 | | MOBILIZATION | |
| 1768 | | FURNISH AND INSTALL 3" AND 4" HMA CI. 1/2" | |
| 1769 | | CHRIS FIGGINS FAMILY WINERY | |
| 1770 | | TOTAL ESTIMATE BOND | |
| 1771 | | MOBILIZATION | |
| 1772 | | BLADE EXISTING ROCK FOR PROPER DRAINAGE | |
| 1773 | | MAIN DRIVE AND PARKING LOT INSTALL 3" OF HMA | |
| 1774 | | EMPLOYEE, DRIVE TO BACK OF WINERY, INSTALL | |
| 1775 | | TAJ GAS STATION PATCH | |
| 1776 | | TOTAL ESTIMATE BOND | |
| 1777 | | MOBILIZATION | |
| 1778 | | FURNISH AND INSTALL 3" OF HMA CI. 1/2" PG | |
| 1779 | | ODD FELLOWS RETIREMENT HOME | |
| 1780 | | TOTAL ESTIMATE BOND | |
| 1781 | | MOBILIZATION | |
| 1782 | | FURNISH AND HAUL 3" OF HMA CI. 1/2" PG 6 | |
| 1783 | | BACK LOT FURNISH AND INSTALL 2" OVERLAY CI. | |
| 1784 | | AIRPORT ROAD PATCHING | |
| 1785 | | TOTAL ESTIMATE BOND | |
| 1786 | | MOBILIZATION | |
| 1787 | | FURNISH AND INSTALL 5" OF HMA CI. 1/2" PG | |
| 1788 | | RANCHO VILLA MOBILE HOME PARK (PATCHING) | |
| 1789 | | TOTAL ESTIMATE BOND | |
| 1790 | | MOBILIZATION | |
| 1791 | | HAUL AND PLACE 3" OF HMA CI. 1/2" PG 64- | |
| 1792 | | HARVEY RANCH PHASE 4 2025 | |
| 1793 | | TOTAL ESTIMATE BOND | |
| 1794 | | MOBILIZATION | |
| 1795 | | GRADE SUBGRADE FURNISH AND HAUL BASE C | |
| 1796 | | FINE GRADE ROCK | |
| 1797 | | POND ROAD ADD 6" TOP COURSE | |
| 1798 | | FURNISH AND HAUL 3" OF HMA CI. 1/2" PG 6 | |
| 1799 | | SOIL STERILENT | |
| 1800 | | SAWCUT EXISTING TIE INS | |
| 1801 | | UTILITY ADJUSTMENTS WATER VALVES | |
| 1802 | | UTILITY ADJUSTMENTS MANHOLES | |
| 1803 | | SE ELM FLAG SHAPED CUL-DE-SAC | |
| 1804 | | TOTAL ESTIMATE BOND | |
| 1805 | | MOBILIZATION | |
| 1806 | | GRIND AND LEAVE IN PLACE BLADE FOR DRAIN | |
| 1807 | | FURNISH AND INSTALL 3" OF HMA CI. 1/2" PG | |
| 1808 | | JAMES BRANDON DRIVEWAY | |
| 1809 | | TOTAL ESTIMATE BOND | |
| 1810 | | MOBILIZATION | |
| 1811 | | FURNISH AND INSTALL 2" OF 5/8" TOP COURSE | |
| 1812 | | FURNISH AND INSTALL 2" OF HMA CI. 1/2" PG | |
| 1813 | | SUNCREST APARTMENTS | |
| 1814 | | TOTAL ESTIMATE BOND | |
| 1815 | | MOBILIZATION | |
| 1816 | | FURNISH AND INSTALL 2.5" OF HMA CI. 1/2" P | |
| 1817 | | FURNISH AND INSTALL 2.5" OF HMA CI. 1/2" P | |
| 1818 | | STRIPING FOR SECTION 1 AND 2 | |
| 1819 | | WALLA WALLA UNIVERISTY COLLEGE PLACE | |
| 1820 | | TOTAL ESTIMATE BOND | |
| 1821 | | MOBILIZATION | |
| 1822 | | 1#SW BADE LANE | |
| 1823 | | #3 NORTH SIDE CHURCH ROAD | |
| 1824 | | SMALL PARKING LOT EAST OF LARGE LOT 2.5" O | |
| 1825 | | WATER TRUCK, DRY WELL ABSORPTION TESTING | |
| 1826 | | PAUL RICHERDSON DRIVEWAY | |
| 1827 | | TOTAL ESTIMATE BOND | |
| 1828 | | MOBILIZATION | |
| 1829 | | REMOVE CONCRETE AGAINST CURB, INSTALL 2" | |
| 1830 | | INSTALL ADDITION SQUARE FEET OF ASPHALT 2" | |
| 1831 | | RICK VOGEL RV STORAGE CENTER | |
| 1832 | | TOTAL ESTIMATE BOND | |
| 1833 | | MOBILIZATION | |
| 1834 | | (REMOVE EXISTING ASPHALT) FURNISH AND INSTALL | |
| 1835 | | 726 AVA AND 611 AVA DRIVEWAYS | |
| 1836 | | TOTAL ESTIMATE BOND | |
| 1837 | | MOBILIZATION | |
| 1838 | | PREP FOR 726 AVA SUBGRADE, 6" OF TOP COURSE | |
| 1839 | | PREP FOR 611 AVA, 6" OF TOP COURSE | |
| 1840 | | PAVE FOR 726 AVA, 2" OF HMA CI 1/2" PG 6 | |
| 1841 | | PAVE FOR 611 AVA, 2" OF HMA CI. 1/2" PG 6 | |
| 1842 | | ICEBERG HOUSE (JOHN ALLESSIO) | |
| 1843 | | TOTAL ESTIMATE BOND | |
| 1844 | | MOBILIZATION | |
| 1845 | | FURNISH AND INSTALL 3" OF HMA CI. 1/2" PG | |
| 1846 | | FUTURA ROAD EXTENSION | |
| 1847 | | TOTAL ESTIMATE BOND | |
| 1848 | | MOBILIZATION | |
| 1849 | | FURNISH AND HAUL 2 | |
| 1850 | | BRYANT ESTATES (FROG HOLLOW) | |
| 1851 | | TOTAL ESTIMATE BOND | |
| 1852 | | MOBILIZATION | |
| 1853 | | (R-1) 5/8" TOP COURSE ROCK PICKED UP AT | |
| 1854 | | (R-2) 5/8" TOP COURSE ROCK DELIVERED TO T | |
| 1855 | | FURNISH AND INSTALL 3" OF HMA CI. 1/2" PG | |
| 1856 | | NORTHWEST GRAIN GROWERS (SUBARY PATCHING) | |
| 1857 | | TOTAL ESTIMATE BOND | |
| 1858 | | MOBILIZATION | |
| 1859 | | DIG OUT AND PATCH BACK 3" OF HMA CI | |
| 1860 | | RAFAEL RAMOS DRIVEWAY PHASE 2 | |
| 1861 | | TOTAL ESTIMATE BOND | |
| 1862 | | MOBILIZATION | |
| 1863 | | FURNISH AND INSTALL 2" OF HMA CI. 1/2" PG | |
| 1864 | | CATALPA LANE (5 WAY) | |
| 1865 | | TOTAL ESTIMATE BOND | |
| 1866 | | MOBILIZATION | |
| 1867 | | SCHOOL STREET TO END RON BULLS PROPERTY I | |
| 1868 | | GIN'S PROPERTY LINE TO END OF LANE 2" HMA | |
| 1869 | | PETE GALLACHER DRIVEWAY | |
| 1870 | | GINA'S TREE REMOVAL AND TURN AROUND | |
| 1871 | | RAFAEL RAMOS 24 SHANE PORTER DRIVEWAY | |
| 1872 | | TOTAL ESTIMATE BOND | |
| 1873 | | MOBILIZATION | |
| 1874 | | FURNISH AND INSTALL 2" OF HMA CI 1/2" PG | |
| 1875 | | BLUE MOUNTAIN SEED, REMOVE AND REPAIR | |
| 1876 | | TOTAL ESTIMATE BOND | |
| 1877 | | MOBILIZATION | |
| 1878 | | REMOVE ASPHALT AND CONCRETE | |
| 1879 | | OVER EXCAVATION AREA DOWN 6" | |
| 1880 | | INSTALL 6" OF 5/8" TOP COURSE AND 1" OF 5/8 | |
| 1881 | | FURNISH AND INSTALL 3" OF HMA CI 1/2" PG | |
| 1882 | | JOHN GOLDEN DRIVEWAY | |
| 1883 | | TOTAL ESTIMATE BOND | |
| 1884 | | MOBILIZATION | |
| 1885 | | SAWCUT AND REMOVE TIE INS AND INSTALL 2" | |
| 1886 | | SAM JONES DRIVEWAY (PENDELTON) | |
| 1887 | | TOTAL ESTIMATE BOND | |
| 1888 | | MOBILIZATION | |
| 1889 | | FURNISH AND INSTALL 2" OF HMA CI 1/2" PG | |
| 1890 | | VINTAGE APARTMENTS WALLA WALLA | |
| 1891 | | TOTAL ESTIMATE BOND | |
| 1892 | | MOBILIZATION | |
| 1893 | | FURNISH AND INSTALL 2" OF HMA CI 1/2" PG | |
| 1894 | | STRIPING, SEALCOAT AND RUBBER PARKING BUM | |
| 1895 | | GARRISON CREEK PATCHING (GAME) | |
| 1896 | | TOTAL ESTIMATE BOND | |
| 1897 | | MOBILIZATION | |
| 1898 | | FURNISH AND INSTALL 6" OF HMA CI. 1/2" PG | |
| 1899 | | 9TH STREET AUTO (PATCHING) | |
| 1900 | | TOTAL ESTIMATE BOND | |
| 1901 | | MOBILIZATION | |
| 1902 | | FURNISH AND INSTALL 3" OF HMA CI. 1/2" PG | |
| 1903 | | CENTURY PIPE INDUSTRIAL BUILDING | |
| 1904 | | TOTAL ESTIMATE BOND | |
| 1905 | | MOBILIZATION | |
| 1906 | | HMA CI 1/2" PG 64-28 (3" DEPTH) | |
| 1907 | | BRIAN RICHARD-DRIVEWAY | |
| 1908 | | TOTAL ESTIMATE BOND | |
| 1909 | | MOBILIZATION | |
| 1910 | | FURNISH AND INSTAL 1" OF HMA CI 1/2" PG | |
| 1911 | | FURNISH AND INSTALL 1.5" OF HMA CI 1/2" PG | |
| 1912 | | LARRY WIDNER DRIVEWAY | |
| 1913 | | TOTAL ESTIMATE BOND | |
| 1914 | | MOBILIZATION | |
| 1915 | | BLADE EXISTING ROCK AND INSTALL 2" OF HMA | |
| 1916 | | PACIFIC CORP PAVING (PENDLETON) | |
| 1917 | | TOTAL ESTIMATE BOND | |
| 1918 | | MOBILIZATION | |
| 1919 | | FURNISH AND INSTALL 3" ON 15,700 SF AND 4" | |
| 1920 | | OPTION B ALL 4" OF HMA CI. 1/2" PG 64-22 | |
| 1921 | | PHI DELTA FRATERNITY 2025 | |
| 1922 | | TOTAL ESTIMATE BOND | |
| 1923 | | MOBILIZATION | |
| 1924 | | FURNISH AND INSTALL 3" OF HMA CI. 1/2" PG | |
| 1925 | | BLUE MOUNTAIN CHURCH | |
| 1926 | | TOTAL ESTIMATE BOND | |
| 1927 | | MOBILIZATION | |
| 1928 | | INSTALL 6" OF BASE COURSE | |
| 1929 | | FURNISH AND INSTALL 2" OF HMA CI. 1/2" PG | |
| 1930 | | 811 LEWIS STREET | |
| 1931 | | TOTAL ESTIMATE BOND | |
| 1932 | | MOBILIZATION | |
| 1933 | | FURNISH AND INSTALL 2" OF HMA CI. 1/2" PG | |
| 1934 | | WALLA WALLA VALLEY ACADEMY-PARKING LOTS & SIDEWALK | |
| 1935 | | TOTAL ESTIMATE BOND | |
| 1936 | | MOBILIZATION | |
| 1937 | | EXCAVATION AND REMOVAL OF EXISTING ASPHALT | |
| 1938 | | REGRADING AND PREP WORK FOR INSTALLING 3" | |
| 1939 | | REMOVE CONCRETE SIDEWALK MATERIAL AND P | |
| 1940 | | FURNISH AND INSTALL 3" OF HMA CI. 1/2" PG | |
| 1941 | | SEAL COAT ARMOR A-100 HD EMULSIFIED ASP | |
| 1942 | | STRIPE ALL PARKING STALLS, HANDICAP DECALS | |
| 1943 | | WALLA WALLA UNIVERSITY LARGE N. PARKING & SMALL EAST LOT | |
| 1944 | | TOTAL ESTIMATE BOND | |
| 1945 | | MOBILIZATION | |
| 1946 | | LARGE NORTH PARKING LOT 2.5" OF HMA CI 1/2 | |
| 1947 | | SMALL PARKING LOT EAST OF LARGE LOT 2.5" O | |
| 1948 | | WALLA WALLA UNIVERSITY ANNEX (OLD BANK) | |
| 1949 | | TOTAL ESTIMATE BOND | |
| 1950 | | MOBILIZATION | |
| 1951 | | FURNISH AND INSTALL 2" OF HMA CI 1/2" PG | |
| 1952 | | BACK PARKING LOTS OF BANK LOT 2" OF HMA | |
| 1953 | | MILTON MINI STORAGE ROAD PATCHING | |
| 1954 | | TOTAL ESTIMATE BOND | |
| 1955 | | MOBILIZATION | |
| 1956 | | FURNISH AND INSTALL 3" OF HMA CI. 1/2" PG | |
| 1957 | | CHS PRIMELAND 9TH STREET GAS STATION | |
| 1958 | | TOTAL ESTIMATE BOND | |
| 1959 | | MOBILIZATION | |
| 1960 | | FURNISH AND INSTALL 1.5" SKIN PATCHING OVE | |
| 1961 | | STRIPE PARKING LOT AT STORE | |
| 1962 | | FORCE MAJEURE WINERY | |
| 1963 | | TOTAL ESTIMATE BOND | |
| 1964 | | MOBILIZATION | |
| 1965 | | FURNISH AND INSTALL 2" OF HMA CI. 1/2" PG | |
| 1966 | | VINYARD ESTATES TRAILER PARK | |
| 1967 | | TOTAL ESTIMATE BOND | |
| 1968 | | MOBILIZATION | |
| 1969 | | FURNISH AND INSTALL 2" OF HMA CI. 1/2" PG | |
| 1970 | | 722 STONE ROAD TOUCHET | |
| 1971 | | TOTAL ESTIMATE BOND | |
| 1972 | | MOBILIZATION | |
| 1973 | | SAW CUT 2' X 475 LINEAL FT | |
| 1974 | | REMOVE SAWCUT ASPHALT AND INSTALL 2" OF | |
| 1975 | | CHARLIE KONEN LAWN SERVICE GUY | |
| 1976 | | TOTAL ESTIMATE BOND | |
| 1977 | | MOBILIZATION | |
| 1978 | | BLADE EXISTING ROCK FOR PROPER DRAINAGE | |
| 1979 | | FURNISH AND INSTALL 1.5" OF HMA CI. 1/2" P | |
| 1980 | | WALLA WALLA CLINIC 2025 | |
| 1981 | | TOTAL ESTIMATE BOND | |
| 1982 | | MOBILIZATION | |
| 1983 | | REST OF THE MAIN ROAD OUT TO MODOC 2" O | |
| 1984 | | SOUTH RUSSEL CREEK DRIVEWAY | |
| 1985 | | TOTAL ESTIMATE BOND | |
| 1986 | | MOBILIZATION | |
| 1987 | | PREP EXISTING ROCK | |
| 1988 | | FURNISH AND INSTALL 3" AND 2" OF HMA CI. 1 | |
| 1989 | | MILTON FREEWATER ROSELANE APARTMENTS | |
| 1990 | | TOTAL ESTIMATE BOND | |
| 1991 | | MOBILIZATION | |
| 1992 | | FURNISH AND INSTALL 2" OVERLAY WITH PRE LEVEL | |
| 1993 | | STRIPE PARKING LOT | |
| 1994 | | FURNISH AND INSTALL CONCRETE PARKING BUM | |
| 1995 | | PORT OF WALLA WALLA AIRPORT SEWER IMPROVEMENTS PHASE 2 | |
| 1996 | | TOTAL ESTIMATE BOND | |
| 1997 | | MOBILIZATION | |
| 1998 | | GRAVEL SURFACING RESTORATION (DELIVERED RO | |
| 1999 | | ASPHALT SURFACE RESTORATION HOT MIX ASPHALT | |
| 2000 | | CPPS EV BUS CHARGING STATION | |
| 2001 | | TOTAL ESTIMATE BOND | |
| 2002 | | MOBILIZATION | |
| 2003 | | FURNISH AND INSTALL 3.5" OF HMA CI. 1/2" P | |
| 2004 | | 2025 FREEWATER PARK MULTI-USE COURT & WALKING PATH PAVING | |
| 2005 | | TOTAL ESTIMATE BOND | |
| 2006 | | (SCHEDULE A) MOBILIZATION | |
| 2007 | | (SCHEDULE A SPORTS COURT) 3" OF 3/8" HMA | |
| 2008 | | (SCHEDULE B WALKING PATH) 2.5" OF CI. 3/8" | |
| 2009 | | WSDOT DAYTON YARD PATCH | |
| 2010 | | TOTAL ESTIMATE BOND | |
| 2011 | | MOBILIZATION | |
| 2012 | | FURNISH AND INSTALL 3" OF HMA CI. 1/2" PG | |
| 2013 | | IVY LANE RECONSTRUCTION | |
| 2014 | | TOTAL ESTIMATE BOND | |
| 2015 | | MOBILIZATION | |
| 2016 | | REMOVE 2-3" OF HMA AND 4" OF SUB BASE | |
| 2017 | | FURNISH AND INSTALL 4" OF BASE COURSE | |
| 2018 | | FURNISH AND INSTSALL 3" OF HMA CI. 1/2" PG | |
| 2019 | | WILDHORSE CASINO PHASE 2 | |
| 2020 | | TOTAL ESTIMATE BOND | |
| 2021 | | MOBILIZATION DEDUCT 8K IF OTHER MIX DESIGN | |
| 2022 | | 2025 SPRING WORK FURNISH AND INSTALL 5" O | |
| 2023 | | SOIL STERLIANT | |
| 2024 | | 2025 SPRING WORK 12" BASE COURSE AND F | |
| 2025 | | THORN HOLLOW ROAD:UMATILLA RIVER BRIDGE PROJECT | |
| 2026 | | TOTAL ESTIMATE BOND | |
| 2027 | | MOBILIZATION | |
| 2028 | | LOOSE RIP RAP CLASS 50 | |
| 2029 | | LOOSE RIP RAP, CLASS 2000 | |
| 2030 | | AGGREGATE BASE | |
| 2031 | | LEVEL 3 1/2" PG 64-28 ACP MIXTURE | |
| 2032 | | (R-1) LOOSE RIP RAP CLASS 50 (1' ROCK PIC) | |
| 2033 | | (R-2) RIP RAP CLASS 2000 16" LAYER OF CLA | |
| 2034 | | WALLOWA WASTEWATER SYSTEM IMPROVEMENTS | |
| 2035 | | TOTAL ESTIMATE BOND | |
| 2036 | | MOBILIZATION | |
| 2037 | | 8 INCH POLYVINYL CHLORIDE PVC (INCIDENTAL T) | |
| 2038 | | ASPHALT SURFACING RESTORATION | |
| 2039 | | ASPHALT OVERLAY | |
| 2040 | | (A3) BID OPTION A-PINE STREET ROAD RECO | |
| 2041 | | (B1) BID OPTION B-PINE STREET ROAD RECO | |
| 2042 | | CONDON EARLY LEARNING CENTER | |
| 2043 | | TOTAL ESTIMATE BOND | |
| 2044 | | MOBILIZATION | |
| 2045 | | FURNISH AND INSTALL 4" OF HMA CI. 1/2" PG | |
| 2046 | | MYRA ROAD SOUTH EXTENSION TO TUAMARSON ROAD | |
| 2047 | | TOTAL ESTIMATE BOND | |
| 2048 | | MOBILIZATION (3 INCLUDED) | |
| 2049 | | GRAVEL BARROW FOR STRUCTURAL EARTH WALL | |
| 2050 | | GRAVEL BARROW | |
| 2051 | | GRAVEL BACKFILL FOR DRAINS | |
| 2052 | | CRUSHED SURFACING BASE COURSE | |
| 2053 | | QUARRY SPALLS | |
| 2054 | | GRAVEL BARROW FOR STRUCTURAL EARTH WALL IN | |
| 2055 | | GRAVEL BARROW INCL HAUL | |
| 2056 | | GRAVEL BACK FILL FOR DRAIN | |
| 2057 | | CRUSHED SURFACING BASE COURSE | |
| 2058 | | QUARRY SPALLS | |
| 2059 | | HMA CI. 1/2" PG 64H-28 | |
| 2060 | | SPEED HUMPS | |
| 2061 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 2062 | | COMPACTION PRICE ADJUSTMENT | |
| 2063 | | HOWARD STREET JUNIPER TO BRYANT IRRP | |
| 2064 | | TOTAL ESTIMATE BOND | |
| 2065 | | MOBILIZATION | |
| 2066 | | BASE COURSE PICKED UP | |
| 2067 | | BASE COURSE (DELIVERED ONLY) | |
| 2068 | | HMA CI. 1/2" PG 64H-28 | |
| 2069 | | HMA FOR APPROCH CI. 1/2" PG 64H-28 | |
| 2070 | | ASPHALT PRICE COST ADJUSTMENT | |
| 2071 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 2072 | | COMPLIANCE PRICE ADJUSTMENT | |
| 2073 | | DAYTON 3RD STREET PATCH | |
| 2074 | | TOTAL ESTIMATE BOND | |
| 2075 | | MOBILIZATION | |
| 2076 | | FURNISH AND INSTALL 4" OF HMA CI. 1/2" PG | |
| 2077 | | WILDHORSE CASINO PHASE 2 (NORTH CENTRAL) | |
| 2078 | | TOTAL ESTIMATE BOND | |
| 2079 | | MOBILIZATION DEDUCT 8K IF OTHER MIX DESIGN | |
| 2080 | | 2024 FALL WORK FURNISH AND INSTALL 5" OF H | |
| 2081 | | SOIL STERILANT | |
| 2082 | | MENS SHELTER AND MEAL PROGRAM | |
| 2083 | | TOTAL ESTIMATE BOND | |
| 2084 | | MOBILIZATION | |
| 2085 | | BEHIND SIDEWALK AND 4TH ST PAVING 3" OF H | |
| 2086 | | FURNISH AND INSTALL 2.5" OF HMA CI. 1/2" P | |
| 2087 | | MILL CREEK FLOOD CONTROL PROJECT BENNINGTON LAKE | |
| 2088 | | TOTAL ESTIMATE BOND | |
| 2089 | | MOBILIZATION | |
| 2090 | | FURNISH AND INSTALL 5" OF HMA CI. 1/2" PG | |
| 2091 | | WAITSBURG HIGHWAY PATCHING | |
| 2092 | | TOTAL ESTIMATE BOND | |
| 2093 | | MOBILIZATION | |
| 2094 | | FURNISH AND INSTALL 8" OF HMA CI. 1/2" PG | |
| 2095 | | TUCANNON HWY PATCHING (JOHN ROYCE) | |
| 2096 | | TOTAL ESTIMATE BOND | |
| 2097 | | MOBILIZATION | |
| 2098 | | FURNISH AND INSTALL 3.5" OF HMA CI. 1/2" PG | |
| 2099 | | PORT OF WALLA WALLA ADDED COFFEE SHOP PAVING | |
| 2100 | | TOTAL ESTIMATE BOND | |
| 2101 | | MOBILIZATION | |
| 2102 | | FURNISH AND INSTALL 4" OF TOP COURSE | |
| 2103 | | FURNISH AND INSTALL 3"OF HMA CI. 1/2" PG | |
| 2104 | | | |
| 2105 | | YAKIMA PIT | |
| 2106 | | PAPE KENWORTH-YAKIMA | |
| 2107 | | TOTAL ESTIMATE BOND | |
| 2108 | | MOBILIZATION (ONE INCLUDED) | |
| 2109 | | HAUL & PLACE 4" HMA CI. 1/2-INCH PG 64-2 | |
| 2110 | | HAUL & PLACE 2" HMA CI. 1/2-INCH PG 64-2 | |
| 2111 | | HAUL & PLACE 4" HMA CI. 1/2-INCH PG 64-2 | |
| 2112 | | HAUL & PLACE 2" HMA CI. 1/2-INCH PG 64-2 | |
| 2113 | | HAUL & PLACE 2" ROAD WAY PATCHING | |
| 2114 | | ZILLAH COMMECIAL DEVELOPMENT | |
| 2115 | | TOTAL ESTIMATE BOND | |
| 2116 | | MOBILIZATION | |
| 2117 | | HAUL & PLACE 3" CSTC | |
| 2118 | | HAUL & PLACE 3" HMA PARKING | |
| 2119 | | STRIPING, ADA SIGN INSTALLATION & CONCRETE | |
| 2120 | | BIG HORN WIND FARM | |
| 2121 | | TOTAL ESTIMATE BOND | |
| 2122 | | MOBILIZATION | |
| 2123 | | PREP EXSTING SUBGRADE | |
| 2124 | | HAUL & PLACE 6" HMA | |
| 2125 | | ACE HARDWARE UNION GAP WA | |
| 2126 | | TOTAL ESTIMATE BOND | |
| 2127 | | MOBILIZATION | |
| 2128 | | HAUL & PLACE HMA 1/2" PG 64-28 | |
| 2129 | | TOLMAN PROPERTIES DRIVE THROUGH | |
| 2130 | | TOTAL ESTIMATE BOND | |
| 2131 | | MOBILIZATION | |
| 2132 | | HAUL & PLACE 3" HMA | |
| 2133 | | CATHOLIC CHARITIES-NEW PARKING LOT | |
| 2134 | | TOTAL ESTIMATE BOND | |
| 2135 | | MOBILIZATION | |
| 2136 | | HAUL & PLACE 3" HMA 1/2" PG 64-28 | |
| 2137 | | GREASE MONKEY | |
| 2138 | | TOTAL ESTIMATE BOND | |
| 2139 | | MOBILIZATION | |
| 2140 | | HAUL & PLACE 3" HMA CI 1/2" PG 64-28 | |
| 2141 | | PARKING LOT STRIPING -(LAYOUT,STRIPE & DOU | |
| 2142 | | MACDONALDS WAPATO | |
| 2143 | | TOTAL ESTIMATE BOND | |
| 2144 | | MOBILIZATION | |
| 2145 | | HAUL & PLACE 3" HMA CL. 1/2 INCH PG64H | |
| 2146 | | JAMES DEAN CONSTRUCTION APPROACHES | |
| 2147 | | TOTAL ESTIMATE BOND | |
| 2148 | | MOBILIZATION | |
| 2149 | | HAUL & PLACE 4" HMA APPROACHES | |
| 2150 | | DAVEN COATE DRIVEWAY | |
| 2151 | | TOTAL ESTIMATE BOND | |
| 2152 | | MOBILIZATION | |
| 2153 | | PREP & RESHAPE EXISTING SUBGRADE | |
| 2154 | | HAUL & PLACE 2" HMA | |
| 2155 | | HILLSIDE ESTATES SELAH | |
| 2156 | | TOTAL ESTIMATE BOND | |
| 2157 | | MOBILIZATION | |
| 2158 | | HAUL & PLACE 3" HMA 1/2-INCH PG 64-28 | |
| 2159 | | HILLSIDE ESTATES SPEYERS RD | |
| 2160 | | TOTAL ESTIMATE BOND | |
| 2161 | | MOBILIZATION | |
| 2162 | | 2 TRENCH PATCH 2' (1350' X 5') | |
| 2163 | | HAUL & PLACE 15' HMA CI. 3/8-INCH PG 64 | |
| 2164 | | YAKIMA 8" HP REPLACEMENT PROJECT PHASE 1 | |
| 2165 | | TOTAL ESTIMATE BOND | |
| 2166 | | MOBILIZATION (INCLUDES 4 MOBS) | |
| 2167 | | PLANING | |
| 2168 | | HAUL & PLACE .15" HMA CI. 1/2-INCH PG 64 | |
| 2169 | | HARVEST VALLEY ESTATES PHASE 2 | |
| 2170 | | TOTAL ESTIMATE BOND | |
| 2171 | | MOBILIZATION | |
| 2172 | | HAUL & PLACE 3" HMA CI. 1/2-INCH PG 64H | |
| 2173 | | 2024 NORTHSIDE ALLEY PAVING-CITY OF YAKIMA | |
| 2174 | | TOTAL ESTIMATE BOND | |
| 2175 | | (SCH A) MOBILIZATION | |
| 2176 | | (SCH A) CLEARING AND GRUBBING | |
| 2177 | | (SCH A) UNCLASSIFIED EXCAVATION INCL HAUL | |
| 2178 | | (SCH A) CRUSHED SURFACING TOP COURSE | |
| 2179 | | (SCH A) HMA CI 1/2-INCH PG 64H-28 | |
| 2180 | | (SCH A) EROSION/WATER POLUTION CONTROL | |
| 2181 | | (SCH A) PROJECT TEMPORARY TRAFFIC CONTROL | |
| 2182 | | (SCH A) ADJUST MANHOLE | |
| 2183 | | (SCH A) ADJUST VALVE BOX | |
| 2184 | | (SCH A) ADJUST METER BOX | |
| 2185 | | (SCH A) CEMENT CONC TRAFFIC CURB & GUTT | |
| 2186 | | (SCH A) CEMENT CONC ALLEY APPROACH INC | |
| 2187 | | (SCH A) CEMENT CONC CURB RAMP | |
| 2188 | | (SCH A) CEMENT CONC SIDEWALK 4-INCH TH | |
| 2189 | | (SCH A) CEMENT CONC SIDEWALK 6-INCH TH | |
| 2190 | | (SCH A) MINOR CHANGE | |
| 2191 | | (SCH A) ADA FEATURES SURVEYING | |
| 2192 | | (SCH A) SPCC PLAN | |
| 2193 | | (SCH A) ROADSIDE CLEANUP | |
| 2194 | | (SCH A) LANDSCAPE RESTORATION | |
| 2195 | | SUNNYSIDE ROAD OVERLAY-KLICKITAT COUNTY | |
| 2196 | | TOTAL ESTIMATE BOND | |
| 2197 | | MOBILIZATION | |
| 2198 | | HMA FOR PRELEVELING CI. 1/2 IN PG 64H-2 | |
| 2199 | | HMA FOR PAVEMENT REPAIR CL. 1/2 IN PG | |
| 2200 | | HMA CL. 1/2 IN PG 64H-28 | |
| 2201 | | ASPHALT COST PRICE ADJUSTMENT | |
| 2202 | | COMMERCIAL HMA | |
| 2203 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
| 2204 | | COMPACTION PRICE ADJUSTMENT | |
| 2205 | | TERRECE HEIGHTS SEWER DISTRICT | |
| 2206 | | TOTAL ESTIMATE BOND | |
| 2207 | | MOBILIZATION | |
| 2208 | | COMMERCIAL HMA PAVEMENT REPAIR | |
| 2209 | | S. 3RD AVE & DIVISION ST. INTERSECTION SIGNALIZATION | |
| 2210 | | TOTAL ESTIMATE BOND | |
| 2211 | | MOBILIZATION | |
| 2212 | | HMA FOR PAVEMENT REPAIR CI. 3/8 IN PG | |
| 2213 | | SYSTEMIC PEDESTRIAN SAFETY IMPROVEMENTS | |
| 2214 | | MOBILIZATION CREW | |
| 2215 | | TOTAL ESTIMATE BOND | |
| 2216 | | MOBILIZATION (3 MOBS INCLUDED) | |
| 2217 | | HMA CI. 1/2-INCH PG 64H-28 | |
| 2218 | | TEMPORARY HMA | |
| 2219 | | 3RD STREET OVERLAY & ORCHARD AVE WATERMAIN IMPROVMENTS | |
| 2220 | | TOTAL ESTIMATE BOND | |
| 2221 | | (SCH A) MOBILIZATION | |
| 2222 | | (SCH B) MOBILIZATION | |
| 2223 | | (SCH C) MOBILIZATION | |
| 2224 | | (SCH D) MOBILIZATION | |
| 2225 | | (SCH A) HMA CI. 3/8-INCH PG 64H-28 | |
| 2226 | | (SCH A) CI. 3/8-INCH PG 64H-28 FOR PRELEV | |
| 2227 | | (SCH A) HMA CI. 3/8-INCH PG 64H-28 FOR P | |
| 2228 | | (SCH B) HMA CI. 3/8-INCH PG 64H-28 | |
| 2229 | | (SCH C) HMA CI. 3/8-INCH PG 64H-28 | |
| 2230 | | (SCH C) HMA CI. 3/8-INCH PG 64H-28 FOR P | |
| 2231 | | (SCH C) HMA CI. 3/8-INCH PG 64H-28 FOR P | |
| 2232 | | (SCH D) HMA CI. 3/8-INCH PG 64H-28 | |
| 2233 | | EXPANDING WATER & WASTEWATER ACCESS TO UNDERSERVED COMMUNITY | |
| 2234 | | TOTAL ESTIMATE BOND | |
| 2235 | | MOBILIZATION | |
| 2236 | | MANHOLE 48" DIAM. TYPE 1 | |
| 2237 | | HMA CI 1/2-INCH PG 64H-28 | |
| 2238 | | HMA CI. 1/2-INCH PG 64H-28 | |
| 2239 | | HMA CI. 1/2-INCH PG 64H-28 | |
| 2240 | | GOLDENDALE HIGH SCHOOL TRACK & FIELD | |
| 2241 | | TOTAL ESTIMATE BOND | |
| 2242 | | MOBILIZATION | |
| 2243 | | HAUL & PLACE 3"HMA | |
| 2244 | | HAUL & PLACE 2.5" HMA | |
| 2245 | | MT. ADAMS K-8 PARKING LOT EXPANSION | |
| 2246 | | TOTAL ESTIMATE BOND | |
| 2247 | | MOBILIZATION | |
| 2248 | | HAUL & PLACE 2" HMA CI. 1/2-INCH PG 64H | |
| 2249 | | STRIPING & NEW SIGN INSTALLATION (AS PER PI) | |
| 2250 | | LATERAL A INTERSECTION-IMPROVEMENTS | |
| 2251 | | TOTAL ESTIMATE BOND | |
| 2252 | | MOBILIZATION (4 MOBILIZATIONS INCLUDED) | |
| 2253 | | HMA CL. 1/2 IN PG 64H-28 | |
| 2254 | | ASPHALT COST PRICE ADJUSTMENT | |
| 2255 | | JOB MIX COMPLIANCE ADJUSTMENT | |
| 2256 | | COMPACTION PRICE ADJUSTMENT | |
| 2257 | | S. 72ND & WASHINGTON AVE ROUNDABOUT | |
| 2258 | | TOTAL ESTIMATE BOND | |
| 2259 | | MOBILIZATION | |
| 2260 | | HMA CI. 1/2-INCH PG 64H-28 | |
| 2261 | | | |
| 2262 | | SHAMROCK | |
| 2263 | | 6TH AVENUE EXTENSION-CRAIG RD TO RUSSELL ST (SUB) | |
| 2264 | | TOTAL ESTIMATE BOND | |
| 2265 | | MOBILIZATION (SEE NOTE #1) | |
| 2266 | | | |
| 2267 | | ELM STREET PRESERVATION PROJECT-PHASE 1 (SUB) | |
| 2268 | | TOTAL ESTIMATE BOND | |
| 2269 | | MOBILIZATION | |
| 2270 | | | |
| 2271 | | 2025 TRUCKING DIVISION HAULING ONLY | |
| 2272 | | TOTAL ESTIMATE BOND | |
| 2273 | | HAULING EQUIPMENT FOR REPAIR | |
| 2274 | | HAULING TRUCKS FOR REPAIR | |
| 2275 | | HAULING FOR PALMER LAKE RANCH/ SPARKLIN | |
| 2276 | | UNBILLABLE EQUIPMENT HAULING FOR CWA | |
| 2277 | | HAULING TO & FROM RITCHIE BROS | |
| 2278 | | HAULING CORN FOR PALMER LAKE RANCHES | |
| 2279 | | SAFETY & TRAINING | |
| 2280 | | 2025 HAULING MATERIAL SALES-ALL DIVISIONS | |
| 2281 | | I-90 WESTLAKE PIT | |
| 2282 | | RD. 2 SAND PIT | |
| 2283 | | PIG FARM STRATFORD RD PIT | |
| 2284 | | HIAWATHA RD PIT | |
| 2285 | | RD. T QUINCY PIT | |
| 2286 | | STRATFORD & RD 7 PIT | |
| 2287 | | BENCH RD. OTHELLO PIT | |
| 2288 | | RD. 9 QUINCY PIT | |
| 2289 | | ROCKY REACH WENATCHEE PIT | |
| 2290 | | OMAK PIT | |
| 2291 | | HAYFORD RD. - SPOKANE (BY OFFICE) | |
| 2292 | | EUCLID RD. - SPOKANE | |
| 2293 | | KIONA BENTON CITY PIT | |
| 2294 | | MILTON-FREEWATER PIT | |
| 2295 | | COULEE CITY PIT | |
| 2296 | | ORONDO PIT (MITCHELL'S) | |
| 2297 | | HIAWATHA RD FOR YARBOR | |
| 2298 | | BLUE TOP GRADING | |
| 2299 | | HAULING FOR CITY OF WENATCHEE | |
| 2300 | | HAULING FOR NCC | |
| 2301 | | MISC. HAULING FOR NCC | |
| 2302 | | HAULING DIRT FOR NCC | |
| 2303 | | HAULING FOR AAA READYMIX | |
| 2304 | | MOBILIZATION | |
| 2305 | | MISC HAULING FOR AAA READY-MIX | |
| 2306 | | HAULING FOR AAA - READY MIX ML | |
| 2307 | | HAULING FOR AAA - READY MIX WENATCHEE | |
| 2308 | | 2025 HAULING FOR OUTSIDE COMPANIES | |
| 2309 | | MOBILIZATION | |
| 2310 | | HAULING FOR ASCENT-SOAP LAKE | |
| 2311 | | HAULING FOR CENTRAL MACHINERY | |
| 2312 | | HAULING FOR TWO RIVERS TERM | |
| 2313 | | HAULING FOR CENTRAL LEASING | |
| 2314 | | HAULING FOR MOSES LAKE POINT | |
| 2315 | | HAULING FOR SELLAND | |
| 2316 | | HAULING FOR SHAMROCK-MICROSOFT | |
| 2317 | | HAULING FOR KUNEY | |
| 2318 | | TRUCK RENTAL FOR EASTSIDE PAVING | |
| 2319 | | HAULING FOR CITY OF WENATCHEE | |
| 2320 | | HAULING FOR SELLAND-SIMPLOT JOB | |
| 2321 | | HAULING FOR BLUETOP GRADING | |
| 2322 | | HAULING FOR QUALITY PAVING | |
| 2323 | | JAKE JACOBSON | |
| 2324 | | HAULING FOR MAIERS DEVELOPMENT | |
| 2325 | | HAULING FOR PALMER LAKE RANCH | |
| 2326 | | HAULING FOR TWINTEC (FISHER) @ SIMPLOT | |
| 2327 | | HAULING FOR GRAHAM CONSTRUCTION | |
| 2328 | | HAULING FOR BS ENTERPRISES | |
| 2329 | | HAULING FOR BUSBY INT | |
| 2330 | | HAULING FOR TOTAL SITE SERVICES | |
| 2331 | | 2025 HAULING FOR SHAMROCK PAVING | |
| 2332 | | MOBILIZATION | |
| 2333 | | MISC. HAULING FOR SHAMROCK PAVING | |
| 2334 | | 2025 HAULING FOR SHAMROCK MFG | |
| 2335 | | MOBILIZATION | |
| 2336 | | MISC. HAULING FOR SHAMROCK MFG. | |
| 2337 | | 2025 HAULING FOR CMI | |
| 2338 | | TOTAL ESTIMATE BOND | |
| 2339 | | HAULING FOR HIAWATHA HOT PLANT | |
| 2340 | | HAULING FOR WENATCHEE HOT PLANT | |
| 2341 | | HAULING FOR OMAK PIT | |
| 2342 | | HAULING FOR KIONA BENTON PIT | |
| 2343 | | HAULING FOR MILTON-FREEWATER HOT PLANT | |
| 2344 | | HAULING FOR COULEE CITY HOT PLANT | |
| 2345 | | HAULING FOR YAKIMA HOT PLANT | |
| 2346 | | HAULING FOR BECK ROAD HOT PLANT | |
| 2347 | | HAULING TO BECKER RD. ADAMS CO. HOT PLANT | |
| 2348 | | HAULING TO ORONDO HOT PLANT | |
| 2349 | | HAULING FOR COLVILLE PIT | |
| 2350 | | HAULING FOR TOUCHEE PIT | |
| 2351 | | 2025 HAULING FOR AAA CONCRETE | |
| 2352 | | TOTAL ESTIMATE BOND | |
| 2353 | | HAULING EQUIPEMENT | |
| 2354 | | HAULING FOR CENTRAL LEASING | |
| 2355 | | HAULING FOR SPOKANE BATCH PLANT | |
| 2356 | | HAULING FOR BC BATCH PLANT | |
| 2357 | | PLEASANT VIEW TRUCKING JOB-SCARCELLA | |
| 2358 | | HAULING FOR SCARCELLA-NON-PRAVAILING | |
| 2359 | | HAULING FOR SCARCELLA-PRAVAILING | |
| 2360 | | WESTSHORE DRIVE TRUCKING- WHEELER EXCAVATION | |
| 2361 | | TRUCK RENTAL-SUPERDUMP RENTAL RATE | |
| 2362 | | TRUCK RENTAL- SUPERDUMP RENTAL O/T RAT | |
| 2363 | | APOLLO DELIVERY 2025 | |
| 2364 | | MOBILIZATION | |
| 2365 | | CSBC DELIVERED | |
| 2366 | | I-90, 4TH OF JULY-TRUCK FOR GURNEY | |
| 2367 | | MOBILIZATION-PRE/POST TRIP | |
| 2368 | | TRUCKING | |
| 2369 | | 224 RED MOUNTAIN VICINITY IMPROVEMENTS AGGREGATE -TRUCKING Q | |
| 2370 | | DELIVERY FEE (30 TON MIN) | |
| 2371 | | TRUCK RENTAL (REGULAR TIME) | |
| 2372 | | TRUCK RENTAL (OVERTIME) | |
| 2373 | | 2025 HAULING OIL-ALL LOCATIONS | |
| 2374 | | MOBILIZATION | |
| 2375 | | OIL HAUL TO HIAWATHA ASPHALT PLANT | |
| 2376 | | OIL HAUL TO WENATCHEE ASPHALT PLANT | |
| 2377 | | OIL HAUL TO OMAK ASPHALT PLANT | |
| 2378 | | OIL HAUL TO HAYFORD RD ASPHALT PLANT | |
| 2379 | | OIL HAUL TO EUCLID ASPHALT PLANT | |
| 2380 | | OIL HAUL TO BENTON CITY ASPHALT PLANT | |
| 2381 | | OIL HAUL TO MILTON FREEWATER ASPHALT PLANT | |
| 2382 | | OIL HAUL TO COULEE CITY ASPHALT PLANT | |
| 2383 | | OIL HAUL TO WAPATO ASPHALT PLANT | |
| 2384 | | OIL HAUL TO BECK RD. PLANT | |
| 2385 | | OIL HAUL TO MITCHELL PLANT | |
| 2386 | | OIL HAUL TO COLVILLE ASPHALT PLANT | |
| 2387 | | OIL HAUL FOR JOB ERCS (30704) | |
| 2388 | | OIL HAUL - TOWN OF CRESTON JOB 30810 | |
| 2389 | | OIL HAUL FROM KOOTNIE COUNTY TO | |
| 2390 | | OIL HAUL FROM POSTFALLS TO EUCLID | |
| 2391 | | OIL HAUL TO ADAMS RITZVILLE (EUCLID) | |
| 2392 | | VAAGAN COLVILLE | |
| 2393 | | OIL HAUL FRANKLIN CO.- PASCO | |
| 2394 | | MAINTENANCE | |
| 2395 | | EQUIPEMENT RENTAL | |
| 2396 | | TRAVEL EXPENSES | |
| 2397 | | FUEL COSTS | |