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