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 | | 2023 EASTERN REGION CHIP SEAL- NORTH | |
89 | | TOTAL ESTIMATE BOND | |
90 | | MOBILIZATION | |
91 | | CLEARING AND GRUBBING - SITE PS-T-115 | |
92 | | CLEANING AND GRUBBING - SITE QS-W-298 | |
93 | | STRIPPING INCL HAUL- SITE PS-T-115 | |
94 | | STRIPPING INCL HAUL -SITE QS-W-398 | |
95 | | REMOVAL OF STRUCTURES AND OBSTRUCTIONS | |
96 | | REMOVING STOP LINE | |
97 | | REMOVING CEMENT CONC CURB | |
98 | | REMOVING ASPHALT CONC CURB | |
99 | | REMOVING PAINTED CROSSWALK LINE | |
100 | | REMOVAL AND DISPOSAL OF ASBESTOS MATERI | |
101 | | PAVEMENT PREPAIR EXCAVTION INCL HAUL | |
102 | | GRAVEL BORROW INCL HAUL | |
103 | | EMBANKMENT COMPACTION | |
104 | | BRIDGE DECK REPAIR BR No 21/216 | |
105 | | BRIDGE DECK REPAIR BR No 25/112 | |
106 | | BRIDGE DECK REPAIR BR No 28/205 | |
107 | | BRIDGE DECK REPAIR BR No 28/208 | |
108 | | BRIDGE DECK REPAIR BR No 28/209 | |
109 | | BRIDGE DECK REPAIR BR No 31/38 | |
110 | | BRIDGE DECK REPAIR BR No 31/42 | |
111 | | WATERPROOF MAMBRANE BR No 21/216 | |
112 | | WATERPROOF MAMBRANE BR No 25/112 | |
113 | | WATERPROOF MAMBRANE BR No 28/205 | |
114 | | WATERPROOF MAMBRANE BR No 28/208 | |
115 | | WATERPROOF MAMBRANE BR No 28/209 | |
116 | | WATERPROOF MAMBRANE BR No 31/38 | |
117 | | WATERPROOF MAMBRANE BR No 31/42 | |
118 | | CRUSHED SURFACING BASE COURSE | |
119 | | CRUSHED SURFACING TOP COURSE | |
120 | | EMLSIFIED ASPHALT CVRS-2P | |
121 | | CVRS-2P COST PRICE ADJUSTMENT | |
122 | | ASPHALT FOR FOG SEAL | |
123 | | ASPHALT FOR FOG SEAL COST ADJUSTMENT | |
124 | | FURNISHING AND PLACING CRUSHED SCREENING | |
125 | | FURNISHING AND PLACING CRUSHED SCREENING | |
126 | | BITUMINOUS SURFACE TREATMENT FOR ROAD A | |
127 | | ADDITIONAL BROOMING | |
128 | | PLANING BITUMINOUS PAVEMENT | |
129 | | SEALING EXISTING LONGITUDUNAL AND TRANSVE | |
130 | | CRACK SEALING- CM | |
131 | | REMOVING EXISTING OVERLAY FROM BRIDGE D | |
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 | | HMA FOR PRELEVELING CL. 3/8 IN PG 64H- | |
139 | | HMA FOR PAVEMENT REPAIR CL. 3/8 IN. PG | |
140 | | HMA CL. 3/8 IN PG 64H-28 | |
141 | | GRIND INLAY CENTERLINE SECTION | |
142 | | ASPHALT COST PRICE ADJUSTMENT | |
143 | | HMA CORE ROADWAY | |
144 | | HMA CORE BRIDGE | |
145 | | HMA SAW CUT AND SEAL | |
146 | | PAVED PANEL JOINT SEAL | |
147 | | ASPHALT BINDER REVISION | |
148 | | HMA FOR APPROACHCL. 3/8 IN PG 64H-28 | |
149 | | JOINT ADHESIVE FOR BITUMINOUS PAVEMENT | |
150 | | ESC LEAD | |
151 | | DUST PALLATIVE | |
152 | | INLET PROTECTION | |
153 | | TACKIFIER | |
154 | | SEEDING, FERTILIZING AND MILCHING- SITE PS | |
155 | | SEEDING, FERTILIZING AND MILCHING- SITE | |
156 | | SILT FENCE | |
157 | | EROSION/ WATER POLLUTION CONTROL | |
158 | | HIGH VISIBILITY FENCE | |
159 | | EXTRUDED CURB | |
160 | | BEAM GUARDRAIL BLOCK | |
161 | | REMOVING AND RESETTING GUARDRAIL BLOCKS | |
162 | | RAISING EXISTING BEAM GUARDRAIL | |
163 | | TRANSPORTABLE ATTENUATOR | |
164 | | REPAIR TRANSPORTABLE ATTENUATOR | |
165 | | BEAM GUARDRAIL POST | |
166 | | FLEXIBLE GUIDE POST | |
167 | | PAINT LINE | |
168 | | GROOVED PLASTIC SPEED BAR | |
169 | | PLASTIC CROSSWALK LINE | |
170 | | PLASTIC STOP LINE | |
171 | | CENTERLINE RUMBLE STRIP | |
172 | | SHOULDER RUMBLE STRIP TYPE 2 | |
173 | | SHOULDER RUMBLE STRIP TYPE 3 | |
174 | | TEMPORARY FLEXIBLE RAISED PAVEMENT MAR | |
175 | | TEMPORARY PAVEMENT MARKING SHORT DURAT | |
176 | | PORTABLE CHANGEABLE MESSAGE SIGN | |
177 | | OTHER TMPORARY TRAFFIC CONTROL DEVICES | |
178 | | FLAGGERS | |
179 | | OTHER TRAFFIC CONTROL LABOR | |
180 | | TRAFFIC CONTROL SUPERVISOR | |
181 | | CONSTRUCTION CLASS A SIGNS | |
182 | | TYPE B PROGRESS SCHEDULE | |
183 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
184 | | COMPACTION PRICE ADJUSTMENT | |
185 | | PEOJECT PAETNERING | |
186 | | STRUCTURE SURVEYING | |
187 | | ADJUST CATCH BASIN | |
188 | | ROADSIDE CLEANUP | |
189 | | TRIMMING AND CLEANUP | |
190 | | REIMBURSEMENT FOR THIRD PARTY DAMAGE | |
191 | | MINOR CHANGE | |
192 | | EXCUESS MATERIAL REIMBURSMENT | |
193 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
194 | | SPCCPLAN | |
195 | | COLUMBIA CO 2023 PAVEMENT PRESERVATION CHIP SEAL | |
196 | | TOTAL ESTIMATE BOND | |
197 | | MOBILIZATION | |
198 | | FURNISHING AND PLACING CRUSHED SCREENING | |
199 | | EMULISFIED ASPHALT CRS-2P | |
200 | | CRS-2P COST PRICE ADJUSTMENT | |
201 | | ESC LEAD | |
202 | | PAINT LINE | |
203 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
204 | | TEMPORARY FLEXIBLE RAISED PAVEMENT MAR | |
205 | | TRIMMING AND CLEANUP | |
206 | | REIMBURSEMENT FOR THIRD PART DAMAGE | |
207 | | MINOR CHANGE | |
208 | | SPCC PLAN | |
209 | | TOWN OF CRESTON OTTA SEAL PROJECT | |
210 | | TOTAL ESTIMATE BOND | |
211 | | MOBILIZATION | |
212 | | HIGH FLOAT EMULSION ASPHALT | |
213 | | ASPHALT FOR FOG SEAL | |
214 | | FURNISHING AND PLACING CRUSHED COVERSTON | |
215 | | TEMPORARY TRAFFIC CONTROL | |
216 | | CITY OF SPOKANE RESIDENTIAL CHIP SEAL | |
217 | | TOTAL ESTIMATE BOND | |
218 | | MOBILIZATION | |
219 | | AGG FOR BST, FA-2 (1.17) | |
220 | | ASPHALT EMULSION CVRS-2P (1.15) | |
221 | | ASPHALT FOR FOG SEAL (1.16) | |
222 | | MAPLE-ASH CHIP SEAL -- CITY OF SPOKANE | |
223 | | TOTAL ESTIMATE BOND | |
224 | | MOBILIZATION | |
225 | | ASPHALT EMULSION CVRS-2P | |
226 | | ASPHALT FOR FOG SEAL | |
227 | | AGG FOR BST, FA-3 | |
228 | | TUCANNON RD ER PROJECT - CHIP SEAL | |
229 | | TOTAL ESTIMATE BOND | |
230 | | MOBILIZATION | |
231 | | FURNISHING AND PLACING CRUSHED SCREENING | |
232 | | FURNISHED AND PLACE CRUSHED SURFACING | |
233 | | EMULSIFIED ASPHALT CRS-2P | |
234 | | EMULSIFIED ASPHALT HFE-150 | |
235 | | CRS-2P COST PRICE ADJUSTMENT | |
236 | | HFE-150 COST PRICE ADJUSTMENT | |
237 | | ASPHALT FOR FOG SEAL | |
238 | | ASPHALT FOR GO SEAL COST PRICE ADJUSTMENT | |
239 | | STRATEGIC PAVEMENT PRESERVATION 2024 | |
240 | | TOTAL ESTIMATE BOND | |
241 | | MOBILIZATION | |
242 | | PAVEMENT REPAIR EXCAVATION INCL HAUL | 91 |
243 | | EMULSIFIED ASPHALT CVRS -2P | |
244 | | CVRS-2P COST PRICE ADJUSTMENT | |
245 | | ASPHALT FOR FOG SEAL | |
246 | | CRACK SEAL BIT PAVEMENT - CM | |
247 | | FURNISHING AND PLACING CRUSHED SCREENING | |
248 | | FURNISHING AND PLACING CRUSHED SCREENING | |
249 | | ADDITIONAL BROOMING | |
250 | | HMA FOR PRELEVELING CL.3/8 IN PG 64H-28 | |
251 | | HMA FOR PAVEMENT REPAIR CL. 3/8 IN PG64 | |
252 | | ASPHALT COST PRICE ADJUSTMENT | |
253 | | JOINT ADHESIVE FOR BITUMINOUS PAVEMENT | |
254 | | ESC LEAD | |
255 | | INTEL PROTECTION | |
256 | | REPAIR TRANSPORTABLE ATTENUATOR | |
257 | | PAINT LINE | |
258 | | CENTERLINE RUMBLE STRIP | |
259 | | TEMPORARY PAVEMENT MARKINGS - SHORT DURATION | |
260 | | PORTABLE CHANGEABLE MESSAGE SIGN | |
261 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
262 | | WORK ZONE SAFETY CONTINGENCY | |
263 | | CONSTRUCTION CLASS A SIGNS | |
264 | | REIMBURSTMENT FOR THIRD PARTY DAMAGE | |
265 | | MINOR CHANGE | |
266 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
267 | | SPCC PLAN | |
268 | | 2024 BST AREA 1 EDGE REPAIR AREA 2 - BENTON CO | |
269 | | TOTAL ESTIMATE BOND | |
270 | | MOBILIZATION | |
271 | | MOBILIZATION | |
272 | | TOPO COURSE FROM CHERY LANE | |
273 | | 3/8#10 FROM CHERRY LANE PIT | |
274 | | 3/8#10 FROM HORRIGAN PIT | |
275 | | FURNISH AND PLACE SCREENINGS 3/8#4 | |
276 | | EMULSIFIED ASPHALT CRS-2P | |
277 | | EMULSIFIED ASPHALT HFE-150 | |
278 | | EMULSIFIED ASPHALT CRS-2P | |
279 | | SPCC PLAN | |
280 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
281 | | PAINT CENERLINE BST AREA | |
282 | | PAINT EDGE LINE BST AREA | |
283 | | ADDITIONAL BROOMING | |
284 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
285 | | PAINT LINE | |
286 | | PAINTED STOP LINE | |
287 | | PAINTED CROSS WALK LINE | |
288 | | MINOR CHANGES | |
289 | | 2024 EASTERN REGION CHIP SEAL | |
290 | | TOTAL ESTIMATE BOND | |
291 | | MOBILIZATION | |
292 | | CLEARING AND GRUBBING - SITE PS-T-214 | |
293 | | STRIPPING INCL HAUL SITE PS-T-214 | |
294 | | REMOVE PAINT LINE | |
295 | | REMOVING PAINTED TRAFFIC MARKING | |
296 | | SHOULDER FINISHING | |
297 | | PAVEMENT REPAIR EXCAVATION INCL. HAUL | |
298 | | EMULSIFIED ASPHALT CVRS - 2P | |
299 | | CVRS-2P COST PRICE ADJUSTMENT | |
300 | | ASPHALT FOR FOG SEAL | |
301 | | ASPHALT FOR FOG SEAL COST PRICE ADJUSTMENT | |
302 | | FURNISHING AND PLACING CRUSHED SCREENING | |
303 | | FURNISHING AND PLACING CRUSHED SCREENING | |
304 | | BITUMINOUS SURFACE TREATMENT FOR ROAD A | |
305 | | ADDITIONAL BROOMING | |
306 | | CRACK SEALING BIT PAVEMENT - CM | |
307 | | PLANNING BITUMINOUS PAVEMENT | |
308 | | MICROMILLING BITUMINOUS PAVEMENT | |
309 | | HMA FOR PRELEVELING CL 3/8 IN PG64H-28 | |
310 | | HMA FOR PAVEMENT REPAIR CL.3/8 IN PG64 | |
311 | | HMA CL. 3/8 IN PG 64H-28 | |
312 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
313 | | COMPLIANCE PRICE ADJUSTMENT | |
314 | | ASPHALT COST PRICE ADJUSTMENT | |
315 | | HMA JOINT SEAL AT BRIDGE END | |
316 | | ASPHALT BINDER REVISION | |
317 | | ESC LEAD | |
318 | | INTEL PROTECTION | |
319 | | EROSION/ WATER POLLUTION CONTROL | |
320 | | SEEDING, FERTILIZATION AND MULTCHING - SITE P | |
321 | | TRACKIFIER | |
322 | | REPAIR PORTABLE ATTENUATOR | |
323 | | REMOVING AND RESETTING GUADRAIL BLOCKS | |
324 | | FLEXIBLE GUIDE POST | |
325 | | PAINT LINE | |
326 | | PAINTED STOP LINE | |
327 | | PAINTED RAILROAD CROSSING SYMBOL | |
328 | | CENTERLINE RUMBLE STRIP | |
329 | | TEMPORARY FLEXIBLE RAISED PAVEMENT MAR | |
330 | | TEMPORARY PAVEMENT MARKING - SHORT DURATION | |
331 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
332 | | TRAFFIC CONTROL SUPERVISOR | |
333 | | WORK ZONE SAFETY CONTINGENCY | |
334 | | CONSTRUCTION SIGNS CLASS A | |
335 | | PROTABLE SPEED DETECTION - DISPLAY TRAILER | |
336 | | PROJECT PARTNERING | |
337 | | STRUCTURE SURVEYING | |
338 | | TRIMMING AND CLEANUP | |
339 | | REIMBURSTMENT FOR THIRD PARTY DAMAGE | |
340 | | MINOR CHANGE | |
341 | | EXCESS MATERIAL REIMBURSTMENT | |
342 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
343 | | SPCC PLAN | |
344 | | COLLEGE PLACE - ROSE STREET CHIP SEAL | |
345 | | TOTAL ESTIMATE BOND | |
346 | | CHIP SEAL FA-2 CHIPS AND FOG SEAL | |
347 | | LINCOLN CO - MILES CRESTON RD (CHIP SEAL SUB) | |
348 | | TOTAL ESTIMATE BOND | |
349 | | MOBILIZATION | |
350 | | PLACING CRUSHED SCREENING 1/2 TO NO.4 | |
351 | | ADDITIONAL BROOMING | |
352 | | PLACING CRUSHED SCREENING 1/2 TO NO.4 | |
353 | | ADDITIONAL BROOMING | |
354 | | EMULSIFIED ASPHALT CRS-2 NEW CONSTRUCTION | |
355 | | EMULSIFIED ASPHALT CRS-2P SEAL COAT | |
356 | | EMULSIFIED ASPHALT CRS-2 NEW CONSTRUCTION | |
357 | | EMULSIFIED ASPHALT CRS-2P CONSTRUCTION | |
358 | | | |
359 | | | |
360 | | | |
361 | | | |
362 | | MOSES LAKE PIT | |
363 | | THE REFUGE AT MAE VALLEY MAJOR PLAT- 1ST ADDITION | |
364 | | TOTAL ESTIMATE BOND | |
365 | | MOBILIZATION | |
366 | | CSTC/CSBC | |
367 | | HMA CL. 1/2" PG 64H-28- 3" DEPTH | |
368 | | EL ORO PAVING PROJECT | |
369 | | TOTAL ESTIMATE BOND | |
370 | | MOBILIZATION | |
371 | | RD 2.7 SE & SILAGE PAD - COMMERCIAL HMA | |
372 | | BETA SEED 2022 | |
373 | | TOTAL ESTIMATE BOND | |
374 | | MOBILIZATION | |
375 | | COMMERCIAL HMA- 3" DEPTH | |
376 | | CV RESOURCES SUPPORT IN COIVILLE | |
377 | | MOBILIZATION | |
378 | | MOVE REJECT/RECLAMATION | |
379 | | RUDNICK & SONS EXCAVATION TOWN OF COULEE DAM 6TH ST IMPROVEMENTS | |
380 | | TOTAL ESTIMATE BOND | |
381 | | MOBILIZATION | |
382 | | HMA CL 1/2 IN. PG64S-28 | |
383 | | FARID COFFEE SHOP PAVING -- MIERS CONSTRUCTION | |
384 | | TOTAL ESTIMATE BOND | |
385 | | MOBILIZATION | |
386 | | HAUL AND PLACE CL 1/2" PG64-28 -3" DEPTH | |
387 | | SIMPLOT MOSES LAKE FACILITY | |
388 | | TOTAL ESTIMATE BOND | |
389 | | MOBILIZATION | |
390 | | COMMERCIAL HMA - 4" DEPTH | |
391 | | COMMERCIAL HMA TRENCH PATCHING - 4" DEPTH | |
392 | | MOSES LAKE FOOD BACK | |
393 | | TOTAL ESTIMATE BOND | |
394 | | MOBILIZATION | |
395 | | PREPARE SUBGRADE WITH ROCK - AREA BY BU | |
396 | | COMMERCIAL HMA - 3" DEPTH AREA BY BUILD | |
397 | | PEGRAM CONSTRUCTION - POLO RIDGE #4MAJOR PLAT | |
398 | | TOTAL ESTIMATE BOND | |
399 | | MOBILIZATION | |
400 | | C.S.T.C. | |
401 | | HMA CL 1/2" PH 64-28 - 2.5" DEPTH | |
402 | | CWA - JEFF SEARS TIME TRACKING | |
403 | | CV RESOURCE TIME | |
404 | | CENTRAL MACHINERY TIME | |
405 | | ROTSCHY INC - KNOLLS VISTA MAJOR PLAT | |
406 | | TOTAL ESTIMATE BOND | |
407 | | MOBILIZATION | |
408 | | C.S.B.C. // C.S.T.C. | |
409 | | HMA CL 1/2" PH 64-28 - 2.5" DEPTH | |
410 | | ARNIE CHATTERTON - DRIVEWAY | |
411 | | TOTAL ESTIMATE BOND | |
412 | | MOBILIZATION | |
413 | | COMMERCIAL HMA- 2.5" DEPTH | |
414 | | PALOS VERDES PHANSE V | |
415 | | TOTAL ESTIMATE BOND | |
416 | | MOBILIZATION | |
417 | | 1/2" HMA - 3" DEPTH | |
418 | | SCOTT TEUBER DRIVEWAY | |
419 | | TOTAL ESTIMATE BOND | |
420 | | MOBILIZATION | |
421 | | CRUSHED SURFACING TOP COURSE (INCLUDES G) | |
422 | | COMMERCIAL HMA - 2.5 (AVG. DEPTH) | |
423 | | WA. TRUST BANK - EPHRATA | |
424 | | TOTAL ESTIMATE BOND | |
425 | | MOBILIZATION | |
426 | | PAINT MOBILIZATION | |
427 | | HAUL & PLACE CL.3/8" PH 64H-28 -- 3" DEPTH | |
428 | | ADA PARKING STALL -- BLUE BACKGROUND. WHI | |
429 | | ADA UNLOADING AREA -- HASHED | |
430 | | HASHED AREA | |
431 | | YELLOW CURBING | |
432 | | PAINT LINE 4" | |
433 | | RE-SETT EXISTING WHEEL STOPS | |
434 | | NEW WHEEL STOPS | |
435 | | SADDLE CREEK ESTATES MAJOR PLAT | |
436 | | TOTAL ESTIMATE BOND | |
437 | | MOBILIZATION | |
438 | | COMMERCIAL HMA 2.5 DEPTH | |
439 | | WEBER FARMS ROAD K SHED | |
440 | | TOTAL ESTIMATE BOND | |
441 | | MOBILIZATION | |
442 | | COMMERCIAL HMA 2.5 DEPTH | |
443 | | MAPLE LANDING PH 2,3,4 | |
444 | | TOTAL ESTIMATE BOND | |
445 | | MOBILIZATION | |
446 | | C.S.T.C./C.S.B.C. | |
447 | | CL.1/2" PG 64-28 - 2.5" DEPTH | |
448 | | BARRINGTON POINT 5 PHASE 1 | |
449 | | TOTAL ESTIMATE BOND | |
450 | | MOBILIZATION | |
451 | | COMMERCIAL HMA 2.5 DEPTH | |
452 | | RESTORE CITY CHURCH NCC | |
453 | | TOTAL ESTIMATE BOND | |
454 | | MOBILIZATION | |
455 | | COMMERCIAL HMA 2.5 DEPTH | |
456 | | MATT BUYERS DW 2023 | |
457 | | TOTAL ESTIMATE BOND | |
458 | | MOBILIZATION | |
459 | | COMMERCIAL HMA 2.5 DEPTH | |
460 | | SPARKS DRIVEWAY | |
461 | | TOTAL ESTIMATE BOND | |
462 | | MOBILIZATION | |
463 | | COMMERCIAL HMA 1.25 DEPTH | |
464 | | 9-NW RECONSTRUCTION PROJECT CRP 22-03 | |
465 | | TOTAL ESTIMATE BOND | |
466 | | MOBILIZATION | |
467 | | CRUSHED SURFACING BASE COURSE | |
468 | | CRUSHED SURFACING TOP COURSE | |
469 | | COMMERCIAL HMA CL 1/2 IN. INCL. PG 64-24 | |
470 | | WSDOT 9936 I-90 SILICON I/C TO U RD I/C RAMP PAVING | |
471 | | TOTAL ESTIMATE BOND | |
472 | | MOBILIZATION | |
473 | | REMOVING MESCELLANEOUS TRAFFIC ITEM | |
474 | | SHOULDER FINISHING | |
475 | | PAVEMENT REPAIR EXCAVATION INCL HAUL | |
476 | | ASPHALT FOR FOG SEAL | |
477 | | CRACK SEALING-CM | |
478 | | PLANNING BITUMINOUS PAVEMENT | |
479 | | JOINT ADHESIVE FOR BITUMINOUS PAVEMENT | |
480 | | HMA FOR PAVEMENT REPAIR CL 3/8 IN PG 64 | |
481 | | HMA CL 3/8 IN PG 64-H28 | |
482 | | CYCLIC DENSITY PRICE ADJUSTMENT | |
483 | | ASPHALT BINDER REVISION | |
484 | | REPAIR PORTABLE ATTENUATOR | |
485 | | FLEXIBLE GUIDE POST | |
486 | | PAINT LINE | |
487 | | PLASTIC STOP LINE | |
488 | | PLASTIC STOP ARROW | |
489 | | PAINTED DRAINAGE MARKING | |
490 | | TEMPORARY PAVEMENT MARKING - SHORT DURATION | |
491 | | TEMPORARY STOP LINE - SHORT DURATION | |
492 | | PORTABLE CHANGEABLE MESSAGE SIGN | |
493 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
494 | | WORK ZONE SAFETY CONTINGENCY | |
495 | | CONSTRUCTION CLASS A SIGNS | |
496 | | PLASTIC WIDE LINE | |
497 | | TUBULAR MARKERS | |
498 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
499 | | COMPACTION PRICE ADJUSTMENT | |
500 | | ASPHALT PRICE ADJUSTMENT | |
501 | | REIMBURSEMENT FOR THIRD PARTY DAMAGE | |
502 | | MINOR CHANGE | |
503 | | AGGREATE COMPLIANCE PRICE ADJUSTMENT | |
504 | | SPCC PLAN | |
505 | | McNAMARA GEORGE HOTEL | |
506 | | TOTAL ESTIMATE BOND | |
507 | | MOBILIZATION | |
508 | | COMMERCIAL HMA BING ROAD - 4" DEPTH | |
509 | | COMMERCIAL HMA BIKE PATH PAVING - 2" DEPTH | |
510 | | HATTON ROAD SAFETY PROJECT | |
511 | | TOTAL ESTIMATE BOND | |
512 | | MOBILIZATION | |
513 | | CLEANING AND GRUBBING | |
514 | | PILVERIZING | |
515 | | (0.83 FEET) THICK CEMENT TREATED BASE W | |
516 | | ROADWAY EXCAVATION (INCLUDING HAUL) | |
517 | | EMBANKMENT COMPACTION | |
518 | | PLAIN ST. CULV. PIPE 0.064 IN TH. 15" DAIM | |
519 | | PLAIN ST. CULV. PIPE 0.064 IN TH. 18" DAIM | |
520 | | PLAIN ST. CULV. PIPE 0.064 IN TH. 24" DAIM | |
521 | | DE-WATERING FOR CULVERT INSTALLATION | |
522 | | CRUSHED SURFACEING TOP COURSE (SHOULDERING) | |
523 | | CRUSHED SURFACEING TOP COURSE | |
524 | | HMA CL. 1/2" PG 64-28 | |
525 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
526 | | COMPACTION PRICE ADJUSTMENT | |
527 | | ASPHALT PRICE ADJUSTMENT | |
528 | | SILT FENCE | |
529 | | ESC FENCE | |
530 | | BEAM GUARDRAIL TPE 31 - 6FT LONG POST | |
531 | | BEAM GUARDRAIL TPE 31 NON-FLARED TERM | |
532 | | BEAM GUARDRAIL TPE 31 ANCHOR TYPE II | |
533 | | SHOULDER RUMBLE STRIP TYPE 2 | |
534 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
535 | | WORK ZONE SAFETY CONTINGENCY | |
536 | | CONSTRUCTION SIGNS CLASS "A" | |
537 | | ADJUST MONUMENT CASE AND COVER | |
538 | | ROADWAY SURVEYING | |
539 | | TRIMMING AND CLEAN UP | |
540 | | MINOR CHANGES | |
541 | | SPCC PLAN | |
542 | | CITY OF GEORGE 2023 STREET IMPROVEMENTS | |
543 | | TOTAL ESTIMATE BOND | |
544 | | 1A - MOBILIZATION | |
545 | | 1B - MOBILIZATION | |
546 | | CRUSHED SURFACE TOP COURSE | |
547 | | 8A - CEMENT TREATED BASE | |
548 | | 16A - HMA CL 3/8 IN. PG 64H - 28 | |
549 | | 17A - HMA FOR PAVEMENT REPAIR | |
550 | | 4B - SUBGRADE REPAIR | |
551 | | 11B - HMA CI/ 3/8 IN. PG 64H - 28 | |
552 | | CITY OF SPOKANE 2024 LOCAL CHIP SEAL | |
553 | | TOTAL ESTIMATE BOND | |
554 | | MOBILIZATION | |
555 | | ASPHALT EMULSION CVRS-2P | |
556 | | ASPHALT FOR FOG SEAL | |
557 | | AGG FOR BST, FA-2 | |
558 | | COLUMBIA CO- LOWER HOGEYE RD RECONSTRUCTION | |
559 | | TOTAL ESTIMATE BOND | |
560 | | MOBILIZATION | |
561 | | FURNISHING AND PLACING CRUSHED COVER STO | |
562 | | EMULSIFIED ASPHALT HFE-150 | |
563 | | DESERT PLAINS SUBDIVISION PHASE 1 | |
564 | | TOTAL ESTIMATE BOND | |
565 | | MOBILIZATION | |
566 | | COMMERCIAL HMA 2.5" DEPTH | |
567 | | JACKRABBIT ESTATES - PHASE 1 | |
568 | | TOTAL ESTIMATE BOND | |
569 | | MOBILIZATION | |
570 | | C.S.T.C./C.S.B.C. | |
571 | | COMMERCIAL HMA 2.5" DEPTH | |
572 | | BODRERO ESTATES | |
573 | | TOTAL ESTIMATE BOND | |
574 | | MOBILIZATION | |
575 | | HMA CL 1/2" PG 64-28 - 3" DEPTH | |
576 | | GOOD FAITH FOR ALL | |
577 | | TOTAL ESTIMATE BOND | |
578 | | MOBILIZATION | |
579 | | COMMERCIAL HMA 3" DEPTH | |
580 | | LAGUNA PARK SHORT PLAT | |
581 | | TOTAL ESTIMATE BOND | |
582 | | MOBILIZATION | |
583 | | HMA CL 1/2" PG 64-28 - 2.5" DEPTH | |
584 | | I-90, CD'A RV BR EBL & WBL, KOOTENAI CO | |
585 | | TOTAL ESTIMATE BOND | |
586 | | (Z629-05A) MOBILIZATION | |
587 | | (401-020A) CSS-1 DILUTED EMULSIFIED ASPHALT | |
588 | | (405-455A) SUPERPAVE HMA PAVEMENT INC | |
589 | | HAYDEN HOMES LANDSCAPE ROCK DELIVERY | |
590 | | MOBILIZATION | |
591 | | HAUL LANDSCAPE ROCK | |
592 | | LAKEMONT | |
593 | | TOTAL ESTIMATE BOND | |
594 | | MOBILIZATION | |
595 | | HMA CL. 1/2" PG 64-28 - 2.5" DEPTH | |
596 | | MONTGOMERY PIT DEVELOPMENT | |
597 | | TOTAL ESTIMATE BOND | |
598 | | MOBILIZATION | |
599 | | ACCESS ROADS AND HAUL ROADS | |
600 | | INSTALL SCALES | |
601 | | CRUSHER PAD CONSTRUCTION | |
602 | | EROSION CONTROL INSTALLATION | |
603 | | SKONE & CONNERS 2024 PAVING | |
604 | | TOTAL ESTIMATE BOND | |
605 | | MOBILIZATION | |
606 | | SCALEHOUSE PAVING - 3" DEPTH INCLUDES GR | |
607 | | SCALEHOUSE OFFICE PAVING - 2" DEPTH | |
608 | | SHOP POTHOLES - FILL EXISTING HOLES AND 1" | |
609 | | (5A) SUB 1-4 TRENCH PATCHING 3" DEPTH | |
610 | | (5B) SUB 1-4 REMOVE AND REPLACE DAMAGE | |
611 | | (5C) SUB 1-4 OVERLAY CRACKED ASPHALT 1.5 | |
612 | | (6A)NITTA - FRONT OF BUILDING - PREP EXISTING | |
613 | | (6B) NITTA - SIDE AND BACK - 3" CRUSHED SURFACE | |
614 | | LEP-E-KON HARVEST FOODS | |
615 | | TOTAL ESTIMATE BOND | |
616 | | MOBILIZATION | |
617 | | CRUSHED SURFACING - 8" DEPTH | |
618 | | COMMERCIAL HMA 33" DEPTH | |
619 | | ADAMS ROAD RUNWAY 2024 | |
620 | | TOTAL ESTIMATE BOND | |
621 | | MOBILIZATION | |
622 | | COMMERCIAL HAM 2" DEPTH | |
623 | | COMMERCIAL HAM 3" DEPTH | |
624 | | INLAND ENTERPRISE HMA 2024 | |
625 | | TOTAL ESTIMATE BOND | |
626 | | MOBILIZATION | |
627 | | COMMERCIAL HMA - 3" DEPTH (WIDEN EXSISTING) | |
628 | | COMMERCIAL HMA OVERLAY - 1.5" DEPTH | |
629 | | WINE VALLEY SIDING SUPPLY PAVING | |
630 | | TOTAL ESTIMATE BOND | |
631 | | MOBILIZATION | |
632 | | COMMERCIAL HMA - 3" DEPTH | |
633 | | COMMERCIAL HMA - 4" DEPTH | |
634 | | CONNELL OIL - NCC | |
635 | | TOTAL ESTIMATE BOND | |
636 | | MOBILIZATION | |
637 | | COMMERCIAL HMA 4" DEPTH | |
638 | | COMMERCIAL HAM 2.5" DEPTH | |
639 | | SUBERIZER 2024 | |
640 | | TOTAL ESTIMATE BOND | |
641 | | MOBILIZATION | |
642 | | DEMO AND HAUL EXISTING ASPHALT | |
643 | | CRUSHED SURFACING BASE COURSE - 3'' DEPTH | |
644 | | COMMERCIAL HMA - 3'' DEPTH | |
645 | | COMMERCIAL HMA - 3''DEPTH (TRENCH PATCH) | |
646 | | CASE 2024 | |
647 | | MOBILIZATION | |
648 | | EARTHWORK | |
649 | | UNDERGROUND | |
650 | | CSTC & GRADING | |
651 | | HMA PAVING | |
652 | | PERFORMIX 2024 | |
653 | | TOTAL ESTIMATE BOND | |
654 | | MOBILIZATION | |
655 | | COMMERCIAL HMA (4" SEPTH ROAD CROSSING | |
656 | | HELENA CHEMICAL | |
657 | | TOTAL ESTIMATE BOND | |
658 | | MOBILIZATION | |
659 | | COMMERCIAL HMA - 3" DEPTH | |
660 | | ROAD 3 JENSEN SHED PAVING 2024 | |
661 | | TOTAL ESTIMATE BOND | |
662 | | MOBILIZATION | |
663 | | PREP AND PLACE ROCK | |
664 | | COMMERCIAL HMA - 3" DEPTH | |
665 | | WA-13HMA PATCH | |
666 | | TOTAL ESTIMATE BOND | |
667 | | MOBILIZATION | |
668 | | COMMERCIAL HMA - 4" DEPTH | |
669 | | STORM SEED | |
670 | | TOTAL ESTIMATE BOND | |
671 | | MOBILIZATION | |
672 | | COMMERCIAL HMA - 3" DEPTH | |
673 | | COMMERCIAL HMA - 4" DEPTH | |
674 | | CEDAR GREENS 2024 | |
675 | | TOTAL ESTIMATE BOND | |
676 | | MOBILIZATION | |
677 | | COMMERCIAL HMA - 3" DEPTH | |
678 | | MOSES LAKE CHRISTIAN ACADEMY HAMMERHEAD 2024 | |
679 | | TOTAL ESTIMATE BOND | |
680 | | MOBILIZATION | |
681 | | COMMERCIAL HMA - 2.5" DEPTH (INCLUDES PR | |
682 | | IEDS PAVING - BOILLARD REPAIR | |
683 | | TOTAL ESTIMATE BOND | |
684 | | BOLLARD REPAIR | |
685 | | MARK FORMAN PARKING LOT | |
686 | | TOTAL ESTIMATE BOND | |
687 | | MOBILIZATION | |
688 | | PREP/GRADE | |
689 | | COMMERCIAL HMA | |
690 | | SAND HILL ESTATES VI | |
691 | | TOTAL ESTIMATE BOND | |
692 | | MOBILIZATION | |
693 | | HMA CL. 1/2" PG 70-28 - 3" DEPTH -- PARKING | |
694 | | HMA CL. 1/2" PG 70-28 - 3" DEPTH -- 7TH AVE | |
695 | | ANGEL GARZA PATCHES | |
696 | | TOTAL ESTIMATE BOND | |
697 | | MOBILIZATION | |
698 | | COMMERCIAL HMA PATCHING - 3" DEPTH | |
699 | | SKONE & CONNERS 2024 POTATO PAVING | |
700 | | TOTAL ESTIMATE BOND | |
701 | | MOBILIZATION | |
702 | | EXCAVATION | |
703 | | CRUSHED SURFACE TOP COURSE - 3" | |
704 | | COMMERCIAL HMA - 3" | |
705 | | EL ORO CATTLE FEEDERS LOT PAVING | |
706 | | TOTAL ESTIMATE BOND | |
707 | | MOBILIZATION | |
708 | | COMMERCIAL HMA - 2.5" DEPTH | |
709 | | COMMERCIAL HMA - 4" DEPTH | |
710 | | NORTHWEST INGRIDENTS 2024 | |
711 | | TOTAL ESTIMATE BOND | |
712 | | MOBILIZATION | |
713 | | CRUSHED SURFACING TOP COURSE-1' AVERAGE | |
714 | | COMMECIAL HMA - 3" DEPTH | |
715 | | SIMPLOT 2024 | |
716 | | TOTAL ESTIMATE BOND | |
717 | | MOBILIZATION | |
718 | | COMMERCIAL HMA 3" DEPTH | |
719 | | BELL ROAD BUILDING ENTRANCE PAVING | |
720 | | TOTAL ESTIMATE BOND | |
721 | | MOBILIZATION | |
722 | | COMMERCIAL HMA - 4" DEPTH | |
723 | | EL ORO CATTLE FEEDERS SPRING 2024 | |
724 | | TOTAL ESTIMATE BOND | |
725 | | MOBILIZATION | |
726 | | COMMERCIAL HMA - 4" DEPTH | |
727 | | JOHN MILLS DRIVEWAY | |
728 | | TOTAL ESTIMATE BOND | |
729 | | MOBILIZATION | |
730 | | COMMERCIAL HMA - 3" DEPTH | |
731 | | DAVE CANFIELD DRIVEWAY | |
732 | | TOTAL ESTIMATE BOND | |
733 | | MOBILIZATION | |
734 | | COMMERCIAL HMA-3" DEPTH | |
735 | | COLUMBIA BEAN ASPHALT PATCH | |
736 | | TOTAL ESTIMATE BOND | |
737 | | MOBILIZATION | |
738 | | COMMERCIAL HMA - 3.5" DEPTH | |
739 | | EPHRATA JAIL COUNTY ROAD REPAIR FOR SELLAND | |
740 | | TOTAL ESTIMATE BOND | |
741 | | MOBILIZATION | |
742 | | COMMERCIAL HMA- 2" DEPTH | |
743 | | WHEELER RD/ROAD O ASPHALT PATCHING | |
744 | | TOTAL ESTIMATE BOND | |
745 | | MOBILIZATION | |
746 | | ROAD O CROSSING-2" DEPTH (INCLUDES PREP) | |
747 | | WHEELER ROAD CROSSING-4" DEPTH (INCLUD | |
748 | | ROAD 3/3RD & ROAD 3/2ND CROSSINGS 4" DE | |
749 | | RECEIVING AREA PATCHING - 4" DEPTH | |
750 | | SEMI LOAD OUT & BUILDING PATCHING - 6" DE | |
751 | | LOADING DOCK PATCH - 4" DEPTH | |
752 | | TWO RIVERS TERMINAL TANK PAVING | |
753 | | TOTAL ESTIMATE BOND | |
754 | | MOBILIZATION | |
755 | | COMMERCIAL HMA - 3" DEPTH | |
756 | | HIAWATHA HOT PLANT 2024 | |
757 | | MOBILIZATION | |
758 | | EXCAVATION & GRADING | |
759 | | CONCRETE SUB | |
760 | | MOSES LAKE VICINITY PAVING ADA | |
761 | | TOTAL ESTIMATE BOND | |
762 | | MOBILIZATION | |
763 | | MOBILIZATION SITE PS-GT-18 | |
764 | | CLEARING AND GRUBBING SITE PS-GT-18 | |
765 | | STRIPPING INCL HAUL SITE PS-GT-18 | |
766 | | REMOVING CURRENT CONCRETE SIDEWALK | |
767 | | FORCE ACCOUNT REMOVAL AND DISPOSAL | |
768 | | PAVEMENT REPAIR EXCAVATION INCL HAUL | |
769 | | BRIDGE DECK REPAIR BR NO. 17/210 | |
770 | | BRIDGE DECK REPAIR BR NO. 17/215 | |
771 | | BRIDGE DECK REPAIR BR NO. 17/216 | |
772 | | WATERPROOF MEMBRANE BR NO. 17/210 | |
773 | | WATERPROOF MEMBRANE BR NO. 17/215 | |
774 | | WATERPROOF MEMBRANE BR NO. 17/216 | |
775 | | REMOVING EXIDTING OVERLAY FROM BRIDGE D | |
776 | | REMOVING EXIDTING OVERLAY FROM BRIDGE D | |
777 | | REMOVING EXIDTING OVERLAY FROM BRIDGE D | |
778 | | CRUSHED SURFACING BASE COURSE | |
779 | | ASPHALT FOR FOG SEAL | |
780 | | CRACK SEALING - CM | |
781 | | PLANING BITUMINIUS PAVEMENT | |
782 | | JOINT ADHISIVE FOR BITUMINOUS PAVEMENT | |
783 | | CEMENT CONC SIDEWALK | |
784 | | CEMENT CONC CURB RAMP TYPE SINGLE DIRE | |
785 | | CEMENT CONC CURB RAMP TYPE PARALLEL A | |
786 | | CEMENT CONC CURB RAMP TYPE PARALLEL B | |
787 | | CEMENT CONC CURB RAMP TYPE PERPENDIC | |
788 | | HMA FOR PAVEMENT REPAIR CL 3/8 IN PG 64 | |
789 | | HMA CL IN PG-64H - 28 | |
790 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
791 | | COMPACTION PRICE ADJUSTMENT | |
792 | | ASPHALT COST PRICE ADJUSTMENT | |
793 | | COMMERCIAL HMA | |
794 | | HMA SAWCUT AND SEAL | |
795 | | CYCLIC DENSITY PRICE ADJUSTMENT | |
796 | | ASPHALT BINDER REVISION | |
797 | | FUEL COST ADJUSTMENT | |
798 | | ESC LEAD | |
799 | | INTEL PROTECTION | |
800 | | EROSIVE/WATER POLLUTION CONTROL | |
801 | | TRACKIFIER | |
802 | | SEEDING AND ,ULCHING | |
803 | | MEDIUM COMPOST | |
804 | | HIGH VISIBILITY SLIT FENSE | |
805 | | FORCE ACCOUNT LANDSCAPE AND IRRIGATION R | |
806 | | REMOVING MISCELLANEOUS TRAFFIC ITEM | |
807 | | CAMENT CONC TRAFFIC CURB AND GUTTER | |
808 | | CEMENT TRAFFIC CURB | |
809 | | CEMENT CONC PEDESTRIAN CURB | |
810 | | REMOVING AND RESETTING EXISTING PERMANE | |
811 | | REPAIR TRANSPORTABLE ATTENUATOR | |
812 | | FLEXIBLE GUIDE POST | |
813 | | BARRIER DELINEATOR | |
814 | | PAINT LINE | |
815 | | PAINTED CROSSWALK LINE | |
816 | | PLASTIC CROSSWALK LINE | |
817 | | PAINTED STOP LINE | |
818 | | PLASTIC STOP LINE | |
819 | | PLASTIC TRAFFIC ARROW | |
820 | | PLASTIC TRAFFIC LETTER | |
821 | | PLASTIC RAILROAD CROSSING SYMBOL | |
822 | | PAINTED DRAINAGE MARKING | |
823 | | RECESSED PAVEMENT MARKER | |
824 | | TEMPORARY PAVEMENT MARKING - SHORT DURATION | |
825 | | TEMPORARY MISC. PAVEMENT MARKING - SHORT | |
826 | | TEMPORARY STOP LINE - SHORT DURATION | |
827 | | TRAFFIC SIGNAL SYSTEM NO. 1 - I-90 EB RAMP | |
828 | | TRAFFIC SIGNAL SYSTEM NO. 2 KITTLESON RD | |
829 | | TRAFFIC SIGNAL SYSTEM NO. 3 YONEZAWA RD | |
830 | | TRAFFIC SIGNAL SYSTEM NO. 4 PIONEER RD | |
831 | | TRAFFIC SIGNAL SYSTEM NO. 5 NELSON RD | |
832 | | TRAFFIC SIGNAL SYSTEM NO. 6 WHEELER RD | |
833 | | TRAFFIC SIGNAL SYSTEM NO. 7 BROADWAY RD | |
834 | | TRAFFIC SIGNAL SYSTEM NO. 8 STRATFORD RD | |
835 | | TRAFFIC SIGNAL SYSTEM NO. 9 PATTON BLVD | |
836 | | PORTABLE CHANGEABLE MESSAGE - SIGN | |
837 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
838 | | WORK ZONE SAFETY CONTINGENCY | |
839 | | CONSTRUCTION CLASS A SIGN | |
840 | | WSP REIMBURSTMENT | |
841 | | PEDESTRIAN TRAFFIC CONTROL | |
842 | | PAINTED WHITE LINE | |
843 | | PLASTIC WIDE LINE | |
844 | | RAILROAD PROTECTIVE SERVICES | |
845 | | RAILROAD PROTECTIVE SERVICE | |
846 | | ADJUST MONUMENT CASE AND COVER | |
847 | | ADJUST CATCH BASIN | |
848 | | ADJUST VALVE BOX | |
849 | | ADA FEATURES SURVEYING | |
850 | | DETECTABLE WARNING FEATURES | |
851 | | REIMBURSTMENT FOR THIRD PARTY DAMAGE | |
852 | | MINOR CHANGE | |
853 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
854 | | SPCC PLAN | |
855 | | SILICA RD. OVERLAY PROJECT | |
856 | | TOTAL ESTIMATE BOND | |
857 | | MOBILIZATION | |
858 | | PLANNING BITUMINOUS PAVEMENT | |
859 | | SHOULDER FINISHING | |
860 | | HMA CL. 1/2 IN PG64-28 | |
861 | | TEMPORARY MARKING | |
862 | | PAINT LINE | |
863 | | PAINTED WIDE LINE | |
864 | | PTTC | |
865 | | ADJUST MONUMNET SASES AND COVER | |
866 | | TRIMMING AND CLEANUP | |
867 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
868 | | COMPLIANCE PRICE ADJUSTMENT | |
869 | | SPCC PLAN | |
870 | | MINOR CHANGE | |
871 | | BASELINE WEST & SILICA RD WIDENING/OVERLAY - SUB (WHEELER) | |
872 | | TOTAL ESTIMATE BOND | |
873 | | MOBILIZATION | |
874 | | CRUSHED SURFACING BASE COURSE * SEE NOTE | |
875 | | HMA CL. 1/2IN PG64-28 | |
876 | | HMA CL. 1/2IN PG64-28 | |
877 | | JOB MIX COMPLIANCE COMPACTION | |
878 | | COMPACTION PRICE ADJUSTMENT | |
879 | | JOB MIX COMPLIANCE COMPACTION | |
880 | | COMPACTION PRICE ADJUSTMENT | |
881 | | SOAP LAKE TO LAKE LENORE UNSTABLE SLOPES | |
882 | | TOTAL ESTIMATE BOND | |
883 | | MOBILIZATION | |
884 | | ASPHALT FOR FOG SEAL | |
885 | | HMA CL.3/8 IN. PG64H-28 | |
886 | | ASPHALT COST PRICE ADJUSTMENT | |
887 | | FORCE ACCOUNT PAVEMENT PATCHING | |
888 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
889 | | COMPACTION PRICE ADJUSTMENT | |
890 | | WASTE MANAGEMENT - ADDITIONAL PAVING 2024 | |
891 | | TOTAL ESTIMATE BOND | |
892 | | MOBILIZATION | |
893 | | HMA CL.1/2 PG" 64H-28 - 3" DEPTH | |
894 | | QUINCY VALLEY MEDICAL CENTER | |
895 | | TOTAL ESTIMATE BOND | |
896 | | MOBILIZATION | |
897 | | STANDARD DUTY CRUSHED SURFACING BASE COURSE | |
898 | | HEAVY DUTY CRUSHED SURFACING - 11" DEPTH | |
899 | | STANDARD DUTY CRUSHED SURFACING (INCLUDES 2 | |
900 | | HEAVY DUTY ASPHALT SECTION (INCLUDES 2" | |
901 | | TRAFFIC CONTROL | |
902 | | SWEEPING | |
903 | | ADA PARKING STALL - BLUE BACKGROUND, WHI | |
904 | | ADA UNLOADING AREA - BLOCKED | |
905 | | ADA SIGN AND GALV. POST - INSTALLED W/CONC | |
906 | | PAINTED CROSSWALK BLOCKS(27) X 16 SF | |
907 | | PAINTED TRAFFIC ARROW | |
908 | | PARKING STALL PAINT LINE 4" | |
909 | | CONCRETE WHEEL STOP/INSTALLED WITH STEEL | |
910 | | LARGE NO PARKING HASHED AREA | |
911 | | STOP SIGN | |
912 | | DO NOT ENTER SIGN | |
913 | | AUTHORIZED VEHICLES ONLY SIGN | |
914 | | 8" PAINT LINE | |
915 | | HELIPAD MARKINGS | |
916 | | GRANT CO FIRE DISTRICT NO.5 | |
917 | | TOTAL ESTIMATE BOND | |
918 | | MOBILIZATION | |
919 | | STANDARD DUTY ASPHALT - 3" DEPTH | |
920 | | HEAVY DUTY ASPHALT - 4" DEPTH | |
921 | | WUINCY FOOTHILLS SUBSTATION GCPUD | |
922 | | TOTAL ESTIMATE BOND | |
923 | | MOBILIZATION | |
924 | | HMA CL.1/2 PG" 64H-28 | |
925 | | ADAMS COUNTY LANDFILL SCALE PATCHING | |
926 | | TOTAL ESTIMATE BOND | |
927 | | MOBILIZATION | |
928 | | HMA CL.1/2 PG" 64H-28 DEPTH | |
929 | | WHEELER ROAD PATCHING 2024 | |
930 | | TOTAL ESTIMATE BOND | |
931 | | MOBILIZATION | |
932 | | COMMERCIAL HMA - 6" DEPTH | |
933 | | TRAFIC CONTROL | |
934 | | ASPHALT REPAIR PROJECT 2024 CONTRACT NO. #24-09 - #24-17 | |
935 | | TOTAL ESTIMATE BOND | |
936 | | MOBILIZATION | |
937 | | LIONS PARK TRAIL | |
938 | | 81 E. PINE PARKING LOT | |
939 | | AE AIRCRAFT HANGER | |
940 | | TOTAL ESTIMATE BOND | |
941 | | MOBILIZATION | |
942 | | COMMERCIAL HMA - 4" DEPTH | |
943 | | RAOD 12 WASHOUT REPAIR PAVING | |
944 | | TOTAL ESTIMATE BOND | |
945 | | MOBILIZATION | |
946 | | HMA CL. 1/2" PG 64H-28 - 3.5" DEPTH | |
947 | | DANEKAS ROAD OVERLAY #2 PROJECT | |
948 | | TOTAL ESTIMATE BOND | |
949 | | MOBILIZATION | |
950 | | PAVEMENT REPAIR | |
951 | | TRIMMING AND CLEANUP | |
952 | | HMA FOR PRELEVELING CL. 1/2" PG64-28 | |
953 | | HMACL. 1/2" PG 64-28 | |
954 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
955 | | COMPLIANCE PRICE ADJUSTMENT | |
956 | | ASPHALT COST PRICE ADJUSTMENT | |
957 | | PAINT LINE | |
958 | | SHOULDER RUMBLE STRIP TYPE 2 | |
959 | | TEMPORARY PAVEMENT MARKING - SHORT DURATION | |
960 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
961 | | WORK ZONE SAFETY CONTINGENCY | |
962 | | MINOR CHANGES | |
963 | | SPCC PLAN | |
964 | | GROFF ELEMENTRY - ADDITIONAL WORK 2024 | |
965 | | TOTAL ESTIMATE BOND | |
966 | | MOBILIZATION | |
967 | | COMMERCIAL HMA PATCHING - 3" DEPTH | |
968 | | SR 20 S FORK MILLS CREEK RD TO TIGER PAVING | |
969 | | TOTAL ESTIMATE BOND | |
970 | | MOBILIZATION | |
971 | | CLEARING AND GRUBBING SITE QS-W-298 | |
972 | | STRIPPING INCL. HAUL - SITE- QS-W-298 | |
973 | | BEAM GAURDRAIL POST - 11FT LONG STEEL | |
974 | | BEAM GUARDRAIL BLOCK | |
975 | | REMOVING AND RESETTLING GAURDRAIL BLOCKS | |
976 | | REMOVING AND RESETTLING BEAM GAURDRAIL | |
977 | | SHOULDER FINISHING | |
978 | | CRACK SEALING BIT PAVEMENT - FA | |
979 | | PLANNING BITUMINOUS PAVEMENT | |
980 | | JOINT ADHISIVE FOR BITMINOUS PAVEMENT | |
981 | | REMOVING HMA PATCHES | |
982 | | HMA CL. 3/8 IN. PG64H-28 | |
983 | | JOB MIX COMPLIANCE PRICE | |
984 | | COMPACTION PRICE ADJUSTMENT | |
985 | | ASPHALT COST PRICE ADJUSMENT | |
986 | | CYCLIC DENSITY PRICE ADJUSTMENT | |
987 | | ASPHALT BINDER REVISION | |
988 | | SMOOTHNESS COMPLIANCE ADJUSTMENT | |
989 | | ASPHALT BINDER REVISION | |
990 | | DUST PALLIATIVE | |
991 | | TACKIFIER | |
992 | | EXC LEAD | |
993 | | SILT FENCE | |
994 | | SEEDING, FERTILIZING AND MULTCHING - SITE Q | |
995 | | HIGH VISABILITY FENCING | |
996 | | PAINTED STOP LINE | |
997 | | FLEXIBLE GUIDE POST | |
998 | | PAINTLINE | |
999 | | PAINTED DRAINAGE MARKING | |
1000 | | CENTERLINE RUMBLE STRIP | |
1001 | | TEMPORARY PAVEMENT MARKING SHORT DURATION | |
1002 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
1003 | | CONSTRUCTION SIGNS CLASS A | |
1004 | | PORTABLE CHANGEABLE MESSAGE SIGN | |
1005 | | REPAIR TRANSPORTABLE ATTENUATOR | |
1006 | | WORK ZONE SAFETY CONTINGENCY | |
1007 | | ROADWAY SURVEYING | |
1008 | | REIMBURSEMENT FOR THIRD PARTY DAMAGE | |
1009 | | MINOR CHANGE | |
1010 | | AGGRAGATE COMPLIANCE PRICE ADJUSTMENT | |
1011 | | SPCC PLAN | |
1012 | | EXCESS MATERIAL REIMBURSEMENT | |
1013 | | PROJECT PARTNERING | |
1014 | | INLET PROTECTION | |
1015 | | ADJUSTMENT MONUMENT CASE AND COVER | |
1016 | | ADJUSTMENT CATCH BASIN | |
1017 | | US 2 SPOKANE CO LINE TO SR211 PAVING | |
1018 | | TOTAL ESTIMATE BOND | |
1019 | | MOBILIZATION | |
1020 | | STRIPPING INCL. HAUL SITE PS-C-313 | |
1021 | | REMOVING ASPHALT CONC. CURB | |
1022 | | PROJECT PARTNERING | |
1023 | | TRIMMING AND CLEAN UP | |
1024 | | BEAM GUARDRAIL BLOCK | |
1025 | | BEAM GAURDRAIL ELEMENT | |
1026 | | FLEXIBLE GUILD POST | |
1027 | | REMOVING AND RESETTING GUARDRAIL BLOCKS | |
1028 | | BEAM GAURDRAIL POST | |
1029 | | SHOULDER FINISHING | |
1030 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
1031 | | PLANNING BITUMINOUS PAVEMENT | |
1032 | | JOINT ADHISIVE FOR BITUMINOUS PAVEMENT | |
1033 | | EXTRUDED CURB | |
1034 | | CRACK SEALING BIT PVMNT - CM | |
1035 | | HMA 3/8 IN PG64H-28 | |
1036 | | JOBMIX COMPLIANCE PRICE ADJUSTMENT | |
1037 | | COMACTION PRICE ADJUSTMENT | |
1038 | | ASPHALT COST ADJUSTMENT | |
1039 | | CYCLIC DENSITY PRICE ADJUSTMENT | |
1040 | | ASPHALT BINDER REVISION | |
1041 | | SMOOTHNESS COMPLIANCE ADJUSTMENT | |
1042 | | ESC LEAD | |
1043 | | INLET PROTECTION | |
1044 | | EROSION/WATER POLLUTION CONTROL | |
1045 | | TRACKIFIER | |
1046 | | SEEDING, FERTILIZING AND MULTCHING - SITE P | |
1047 | | SPCC PLAN | |
1048 | | REMOVING GUIDE POST | |
1049 | | REPAIR TRANSPORTABLE ATTENUATOR | |
1050 | | PAINT LINE | |
1051 | | GROOVED PLASTIC LIN | |
1052 | | GROOVED PLASTIC WIDE LINE | |
1053 | | GROOVED PLASTIC STOP LINE | |
1054 | | GROOVED PLASTIC TRAFFIC ARROW | |
1055 | | GROOVED PLASTIC CROSSHATCH MARKING | |
1056 | | PAINTED DRAINAGE MARKING | |
1057 | | CENTERLINE RUMBLE STRIP | |
1058 | | SHOULDER RUMBLE STRIP | |
1059 | | PERMANENT SIGNING | |
1060 | | TEMPORARY PAVEMENT MARKING - SHORT DURATION | |
1061 | | TEMPORARY STOP LINE - SHORT DURATION | |
1062 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
1063 | | WORK ZONE SAFETY CONTINGINCY | |
1064 | | REIMBURSTMENT FOR THIRD PARTY DAMAGE | |
1065 | | ROADWAY SURVEYING | |
1066 | | MINOR CHANGE | |
1067 | | EXCESS MATERIAL REIMBURSTMENT | |
1068 | | ROYAL CITY WATER MAIN IMPROVEMENTS | |
1069 | | TOTAL ESTIMATE BOND | |
1070 | | MOBILIZATION | |
1071 | | MOBILIZATION | |
1072 | | MOBILIZATION | |
1073 | | MOBILIZATION | |
1074 | | CRUSHED SURFACING BASE COURSE | |
1075 | | HMA CL. 3/8" PG 64-28 | |
1076 | | HMA CL. 3/8" PG 64-28 | |
1077 | | HMA CL. 3/8" PG 64-28 | |
1078 | | HMA CL. 3/8" PG 64-28 | |
1079 | | GRANT COUNTY JAIL COMPLEX SITEWORK | |
1080 | | TOTAL ESTIMATE BOND | |
1081 | | MOBILIZATION | |
1082 | | COMMERCIAL HMA - APPROACH PAVING 2" | |
1083 | | COMMERCIAL HMA - TRANCH PATCHING 4" | |
1084 | | CACHE CREEK REHABILITATION | |
1085 | | TOTAL ESTIMATE BOND | |
1086 | | MOBILIZATION | |
1087 | | REMOVING GAURDRAIL | |
1088 | | REMOVING RAURDRAIL ANCHOR | |
1089 | | HMA FOR PRELEVEING CL. 3/8" PH 64-28 | |
1090 | | PAVING HMA CL. 3/8" PG 64-28 | |
1091 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
1092 | | ASPHALT COST PRICE ADJUSTMENT | |
1093 | | BEAM GAURDRAIL TYPE 31 NON FLARED TERM | |
1094 | | BEAM GAURDRAIL TYPE 31 | |
1095 | | BEAM GAURDRAIL TYPE 31 - 8' POSTS | |
1096 | | BEAM GAURDRAIL TYPE 31 11' POSTS | |
1097 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
1098 | | WORK ZONE SAFETY CONTINGENCY - BY FORCE | |
1099 | | COMPACTION PRICE ADJUSTMENT | |
1100 | | REIMBURSTMENT 3RD PARTY DAMAGE | |
1101 | | MINOR CHANGES | |
1102 | | SPCC PLAN | |
1103 | | ADDITIONAL PAVING S1 TEST STAND STOKE SPACE TECHNOLOGIE | |
1104 | | TOTAL ESTIMATE BOND | |
1105 | | MOBILIZATION | |
1106 | | COMMERCIAL HMA 4" DEPTH | |
1107 | | COMMERCIAL HMA 4" DEPTH | |
1108 | | BAM 2 | |
1109 | | TOTAL ESTIMATE BOND | |
1110 | | MOBILIZATION | |
1111 | | HEAVY DUTY COMMERCIAL HMA 4.5" DEPTH | |
1112 | | LIGHT DUTY COMMERCIAL HMA 2.5" DEPTH *S | |
1113 | | CITY OF ROYAL CITY- 2024 OVERLAY | |
1114 | | TOTAL ESTIMATE BOND | |
1115 | | A-01) MOBILIZATION | |
1116 | | A-05) CRUSHED SURFACING TOP COURSE (SHO | |
1117 | | A-06) CRUSHED SURFACING TOP COURSE | |
1118 | | A-03) REMOVAL OF CEMENTE CONCRETE DRIVE | |
1119 | | A-07) HMA CI 1/2-IN PG 64-28 | |
1120 | | A-04) TRIMMING, SHAPING, AND COMPACTION | |
1121 | | A-10) EROSION CONTROL AMD WATER POLUTION | |
1122 | | A-02) PROJECT TEMPORARY TRAFFIC CONTROL | |
1123 | | A-08) MANHOLE ADJUSTMENT | |
1124 | | A-09) ADJUST EXISTING VALVE BOX | |
1125 | | A-11) PAINTED STOP LINE | |
1126 | | B-1) PAINT LINE | |
1127 | | B-2) PAINTED WIDE LINE | |
1128 | | B-3) PLASTIC STOP LINE | |
1129 | | B-4) PLASTIC CROSSWALK LINE | |
1130 | | B-5) PLASTIC TRAFFIC ARROW | |
1131 | | NORTHEAST TANK TRANSMISSION MAIN (REVISED) | |
1132 | | TOTAL ESTIMATE BOND | |
1133 | | MOBILIZATION (SEE NOTE #1) | |
1134 | | (2B) TYPE "B" SURFACE RESTORATION (SUPERP | |
1135 | | TYPE "B" SURFACE RESTORATION (SUPERPAVE | |
1136 | | ENDICOT ROAD OVERLAY CRP NO 40000-17 | |
1137 | | TOTAL ESTIMATE BOND | |
1138 | | MOBILIZATION | |
1139 | | SHOULDER FINISHING | |
1140 | | PLANNING BITUMINOUS PAVEMENT | |
1141 | | ASPHALT FOR FOG SEAL | |
1142 | | CRACK SEALING BIT PVMT- LF | |
1143 | | HMA CL 1/2 IN PG 64H-28 | |
1144 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
1145 | | COMPACTION PRICE ADJUSTMENT | |
1146 | | REMOVING GUARDRAIL | |
1147 | | REMOVING GUARDRAIL ANCHOR | |
1148 | | BEAM GUARDRAIL TYPE 31 NON FLARED TERM | |
1149 | | BEAM GUARDRAIL TYPE 31 STEEL POST | |
1150 | | BEAM GUARDRAIL TRANSITION SECTION TYPE 21 | |
1151 | | PAINT LINE | |
1152 | | CENTERLINE RUMBLE STRIP | |
1153 | | TEMPORARY PAVEMENT MARKING- SHORT DURA | |
1154 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
1155 | | CONSTRUCTION SIGNS CLASS A | |
1156 | | WORK ZONE SAFETY CONTINGENCY | |
1157 | | AGGREGETE COMPLIANCE PRICE ADJUSTMENT | |
1158 | | SPCC PLAN | |
1159 | | SANDHILL PLACE | |
1160 | | TOTAL ESTIMATE BOND | |
1161 | | MOBILIZATION | |
1162 | | HMA CL 1/2" PG 64H-28-2.5" DEPTH | |
1163 | | SAGE POINT DEVELOPMENT | |
1164 | | TOTAL ESTIMATE BOND | |
1165 | | MOBILIZATION | |
1166 | | HMA CL 1/2" PG 64-28 - 2.5" DEPTH | |
1167 | | HMA CL 1/2" PG 64-28 - 2.5" DEPTH | |
1168 | | SH-53 PLEASANT VIEW IC, KOOTENAI CO HMA & MATERIAL PROPOSA | |
1169 | | TOTAL ESTIMATE BOND | |
1170 | | Z629-05A-MOBILIZATION-(INCLUDES MAX O) | |
1171 | | 401-020A-CSS-1 DILUTED EMULSIFIED ASP | |
1172 | | 405-245A-APPROACH | |
1173 | | 405-425A-SUPERPAVE HMA PAVEMENT INC | |
1174 | | 405-435D-SUPERPAVE HMA PAVEMENT INC | |
1175 | | 405-455A-SUPERPAVE HMA PAVEMENT INC | |
1176 | | S911-05B-SP PAVEMENT JOINT ADHESIVE | |
1177 | | CITY OF MOSES LAKE SNOW PLOWING 2024 | |
1178 | | MOBILIZATION | |
1179 | | SNOW PLOWING | |
1180 | | | |
1181 | | WENATCHEE PIT | |
1182 | | LESSEN HOMES - 305 CHATHAM | |
1183 | | TOTAL ESTIMATE BOND | |
1184 | | MOBILIZATION | |
1185 | | GRADE AND COMPACT EXSITING BASE MATERIAL | |
1186 | | APPLY SOIL STERILANT PLACE 2.5"HMA PAVIN | |
1187 | | TANYA RIVIERA-DRIVEWAY | |
1188 | | TOTAL ESTIMATE BOND | |
1189 | | MOBILIZATION | |
1190 | | REMOVE 6' OF EXSISTING MATERIAL | |
1191 | | PLACE CRUSHED ROCK, BLADE, WATER AND CO | |
1192 | | CRACK FILL AND SEAL COAT EXISTING | |
1193 | | SOIL STERILIZE AND PLACE 2.5' OF ASPHALT | |
1194 | | REMOVE 6" OF EXISTING, PLACE ROCK AND P... | |
1195 | | DAVID KEEFER - DRIVEWAY | |
1196 | | TOTAL ESTIMATE BOND | |
1197 | | MOBILIZATION | |
1198 | | BLADE, WATER, COMPACT | |
1199 | | COMMERCIAL HMA (2.5 AVG. DEPTH | |
1200 | | VERNON SMITH - DRIVEWAY | |
1201 | | TOTAL ESTIMATE BOND | |
1202 | | MOBILIZATION | |
1203 | | BLADE, WATER, COMPACT | |
1204 | | COMMERCIAL HMA (2.5 AVG. DEPTH | |
1205 | | SPARKS CONSTRUCTION, LLC SAV-MART WENATCHEE | |
1206 | | TOTAL ESTIMATE BOND | |
1207 | | MOBILIZATION | |
1208 | | PLACE 2" AVG CSBC | |
1209 | | PLACE 3" HMA | |
1210 | | SELLAND CONSTRUCTION, INC - BEAR MOUNTAIN PATCH HWY 97A | |
1211 | | TOTAL ESTIMATE BOND | |
1212 | | MOBILIZATION | |
1213 | | PLACE HMA (3 LIFTS) | |
1214 | | KTS DEVELOPMENT - COLOOCKUM VIEW DRIVE DRIVEWAY PHASE 2 | |
1215 | | TOTAL ESTIMATE BOND | |
1216 | | MOBILIZATION | |
1217 | | FINE BLADE | |
1218 | | PLACE 2.5" HMA | |
1219 | | PLACE 2.5" HMA | |
1220 | | PLACE 2.5" HMA | |
1221 | | CONFLUENCE HEALTH -WENATCHEE | |
1222 | | TOTAL ESTIMATE BOND | |
1223 | | MOBILIZATION | |
1224 | | PLACE 4" OF ASPHALT | |
1225 | | MOONLIGHT TILE WAREHOUSE | |
1226 | | TOTAL ESTIMATE BOND | |
1227 | | MOBILIZATION | |
1228 | | PLACE 3" HMA | |
1229 | | 126 N CHELAN AVE- PARKING LOT | |
1230 | | TOTAL ESTIMATE BOND | |
1231 | | MOBILIZATION | |
1232 | | BLADE, WATER, COMPACT | |
1233 | | COMMERCIAL HMA (2.5" AVG. DEPTH) | |
1234 | | HANS WEIRICH - DRIVEWAY | |
1235 | | TOTAL ESTIMATE BOND | |
1236 | | MOBILIZATION | |
1237 | | EXCAVATION OF ASPHALT | |
1238 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
1239 | | COMMERCIAL HMA (2.5" AVG. DEPTH) | |
1240 | | C/O #1 - COMMERCIAL HMA OVERLAY (1.5 AVG. DEPTH) | |
1241 | | MIKE DONOHOE - DRIVEWAY | |
1242 | | TOTAL ESTIMATE BOND | |
1243 | | MOBILIZATION | |
1244 | | PREPERATION OF SURFACE | |
1245 | | COMMERCIAL HMA (2" AVG. DEPTH) | |
1246 | | SELLAND CONST-PATCH APPLE AVE | |
1247 | | TOTAL ESTIMATE BOND | |
1248 | | MOBILIZATION | |
1249 | | PLACE 3" OF ASPHALT | |
1250 | | 4TH ST SE AND SOUTH MARY PATCHES | |
1251 | | TOTAL ESTIMATE BOND | |
1252 | | MOBILIZATION | |
1253 | | PLACE 3" OF HMA | |
1254 | | PLACE 3" OF HMA | |
1255 | | DENNY WEBBER - DRIVEWAY | |
1256 | | TOTAL ESTIMATE BOND | |
1257 | | MOBILIZATION | |
1258 | | BLADE, WATER AND COMPACT (ADD TOP COURSE) | |
1259 | | PLACE 2.5" HMA | |
1260 | | ISACC SNACHEZ - DRIVEWAY | |
1261 | | TOTAL ESTIMATE BOND | |
1262 | | MOBILIZATION | |
1263 | | EXCAVATION OF ASPHALT | |
1264 | | CRUSHED SURFACING TOP COURSE (2" AVG. DEPTH) | |
1265 | | COMMERCIAL HMA (2.5) AVG DEPTH) | |
1266 | | JOHN THURLOW - DRIVEWAY | |
1267 | | TOTAL ESTIMATE BOND | |
1268 | | MOBILIZATION | |
1269 | | BLADE, WATER AND COMPACT | |
1270 | | PLACE 2.5" HMA | |
1271 | | CRACK FILL EXSTING CRACKS | |
1272 | | CLEAN AND SEAL COAT | |
1273 | | ADAM PUTTER - DRIVEWAY | |
1274 | | TOTAL ESTIMATE BOND | |
1275 | | MOBILIZATION | |
1276 | | PLACE CSBC, BLADE, WATER AND COMPACT | |
1277 | | SOIL STERILIZE AND PLACE 2.5" OF ASPHALT | |
1278 | | NICK CETO - DRIVEWAY | |
1279 | | TOTAL ESTIMATE BOND | |
1280 | | MOBILIZATION | |
1281 | | BLADE, WATER AND COMPACT | |
1282 | | SOIL STERILIZE AND PLACE 2.5" OF ASPHALT | |
1283 | | KRCI CONSTRUCTION - 2023 LOOKOUT PAVING | |
1284 | | TOTAL ESTIMATE BOND | |
1285 | | MOBILIZATION | |
1286 | | BLUEBELL LANE 3" OF ASPHALT | |
1287 | | COTTAGE LANE AND BLUEBELL EXTENDED PATCH | |
1288 | | CUTTER RAINS LLC - WAPATO LAKE RD - DRIVEWAY | |
1289 | | TOTAL ESTIMATE BOND | |
1290 | | MOBILIZATION | |
1291 | | PLACE CRUSHED ROCK, BLADE, WATER AND COMPACT | |
1292 | | SOIL STERILIZE AND PLACE 2.5" OF ASPHALT | |
1293 | | JIM MARTIN - DRIVEWAY | |
1294 | | TOTAL ESTIMATE BOND | |
1295 | | MOBILIZATION | |
1296 | | BLADE, WATER AND COMPACT | |
1297 | | COMMERCIAL HMA (2.5" AVERAGE DEPTH) | |
1298 | | 5TH STREET TOWNHOMES - PARKING LOT | |
1299 | | TOTAL ESTIMATE BOND | |
1300 | | MOBILIZATION | |
1301 | | CRUSHED SURFACING BASE COURSE (9" AVG. DEPTH) | |
1302 | | CRUSHED SURFACING TOP COURSE (3" AVG. DEPTH) | |
1303 | | COMMERCIAL HMA (3" AVERAGE DEPTH) | |
1304 | | COMMERCIAL HMA (4" DEPTH STREET PATCHIN) | |
1305 | | CLAY GEBBERS LLC- DRIVEWAY | |
1306 | | TOTAL ESTIMATE BOND | |
1307 | | MOBILIZATION | |
1308 | | PLACE 2" OF ASPHALT | |
1309 | | GEBBER FARMS - N HENRY INTERSECTION | |
1310 | | TOTAL ESTIMATE BOND | |
1311 | | MOBILIZATION | |
1312 | | PLACE 2.5" OF ASPHALT | |
1313 | | CARL POISEN - DRIVEWAY | |
1314 | | TOTAL ESTIMATE BOND | |
1315 | | PLACE 2.5" OF HMA | |
1316 | | MARK VOLD - DRIVEWAY | |
1317 | | TOTAL ESTIMATE BOND | |
1318 | | PLACE 2.5" OF HMA | |
1319 | | HURST CONSTRUCTION LLC - BEEBE RANCH HOA | |
1320 | | TOTAL ESTIMATE BOND | |
1321 | | MOBILIZATION | |
1322 | | PLACE 2.5" OF HMA | |
1323 | | BRIAN BIRDSALL - DRIVEWAY | |
1324 | | TOTAL ESTIMATE BOND | |
1325 | | MOBILIZATION | |
1326 | | EXCAVATION OF ASPHALT | |
1327 | | CRUSHED SURFACING TOP COURSE (2"AVG. DEPTH) | |
1328 | | COMMERCIAL HMA (2.5) AVG. DEPTH) | |
1329 | | CARL MELBY - SHARED ROAD | |
1330 | | TOTAL ESTIMATE BOND | |
1331 | | MOBILIZATION | |
1332 | | BLADE, WATER AND COMPACT | |
1333 | | PLACE 3" OF ASPHALT | |
1334 | | MOUNTAIN VIEW CONTRACTING LLC - WHEATLAND SELF STORAGE | |
1335 | | TOTAL ESTIMATE BOND | |
1336 | | MOBILIZATION | |
1337 | | STANDARD DUTY PAVING (2.5" DEPTH) | |
1338 | | HEAVY DUTY PAVING (3" DEPTH) | |
1339 | | GENE'S HARVEST FOODS - PARKING LOT | |
1340 | | TOTAL ESTIMATE BOND | |
1341 | | MOBILIZATION | |
1342 | | EXCAVATION OF MATERIALS | |
1343 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
1344 | | COMERCIAL HMA (2.5" AVG. DEPTH) | |
1345 | | ALLIED TRENCHLESS - NOIRTH CASCADES BANK CHELAN | |
1346 | | TOTAL ESTIMATE BOND | |
1347 | | MOBILIZATION | |
1348 | | PLACE 2" OF CSTC | |
1349 | | PLACE 2" OF CSTC | |
1350 | | PLACE 2" OF HMA | |
1351 | | PLACE 4" OF HMA | |
1352 | | PLACE 6" OF HMA | |
1353 | | KRCI CONSTRUCTION - EMERICK SHORT PLAT | |
1354 | | TOTAL ESTIMATE BOND | |
1355 | | MOBILIZATION | |
1356 | | PLACE 2.5" OF HMA ON 6TH STREET SE | |
1357 | | PLACE 2" OF HMA ON PRIVATE ROAD AND DRIVE | |
1358 | | 24/7 - 50 CHINOOK WAY - SUBDIVISION | |
1359 | | TOTAL ESTIMATE BOND | |
1360 | | MOBILIZATION | |
1361 | | COMERCIAL HMA (3" AVG. DEPTH) | |
1362 | | 24/7 - 48 SUNRISE WAY - PARKINGLOT | |
1363 | | TOTAL ESTIMATE BOND | |
1364 | | MOBILIZATION | |
1365 | | COMERCIAL HMA (2.5" AVG. DEPTH) | |
1366 | | 34/7 - 56 LAKEVIEW WAY - DRIVEWAY | |
1367 | | TOTAL ESTIMATE BOND | |
1368 | | MOBILIZATION | |
1369 | | COMERCIAL HMA (2.5" AVG. DEPTH) | |
1370 | | 24/7 - 48 LAKEVIEW WAY - DRIVEWAY | |
1371 | | TOTAL ESTIMATE BOND | |
1372 | | MOBILIZATION | |
1373 | | COMERCIAL HMA (2.5" AVG. DEPTH) | |
1374 | | KRCI CONSTRUSTION - CHELAN PATCH | |
1375 | | TOTAL ESTIMATE BOND | |
1376 | | MOBILIZATION | |
1377 | | PLACE 4" OF HMA | |
1378 | | RICHARD GLAD - DRIVEWAY | |
1379 | | TOTAL ESTIMATE BOND | |
1380 | | MOBILIZATION | |
1381 | | BLADE, WATER AND COMPACT | |
1382 | | PLACE 2.5" OF ASPHALT | |
1383 | | JOHN DE BOER - 118 WHITTFIELD CT | |
1384 | | TOTAL ESTIMATE BOND | |
1385 | | MOBILIZATION | |
1386 | | BLADE, WATER AND COMPACT | |
1387 | | PLACE 2.5" OF ASPHALT | |
1388 | | RANDY LOREN - DRIVEWAY | |
1389 | | TOTAL ESTIMATE BOND | |
1390 | | MOBILIZATION | |
1391 | | BLADE, WATER AND COMPACT | |
1392 | | PLACE 2.5" OF ASPHALT | |
1393 | | HARKEY CONSTR-65 VIGINTO LN | |
1394 | | TOTAL ESTIMATE BOND | |
1395 | | MOBILIZATION | |
1396 | | PLACE 4" OF CSBC, BLADE, WATER AND COMPACT | |
1397 | | SOIL STERILIZE AND PLACE 2.5" OF ASPHALT | |
1398 | | 14TH STREET TOWNHOMES | |
1399 | | TOTAL ESTIMATE BOND | |
1400 | | MOBILIZATION | |
1401 | | CRUSHED SURFACING BASE COURSE (8"DEPTH) | |
1402 | | CRUSHED SURFACING BASE COURSE (4"DEPTH) | |
1403 | | COMMERCIAL HMA (2.5" DEPTH) | |
1404 | | HURST CONSTRUCTION - ALVAREZ PATCH | |
1405 | | TOTAL ESTIMATE BOND | |
1406 | | MOBILIZATION | |
1407 | | PLACE HMA 4" DEPTH | |
1408 | | MARITAS VINEYARD ESTATES-3 PATCHES | |
1409 | | TOTAL ESTIMATE BOND | |
1410 | | MOBILIZATION | |
1411 | | PLACE 3" OF ASPHALT | |
1412 | | LEGACY RIDGE - PATCH 2023 | |
1413 | | TOTAL ESTIMATE BOND | |
1414 | | MOBILIZATION | |
1415 | | PLACE 3" OF ASPHALT | |
1416 | | JOHN MCFADDEN - 7032 OLALLA CANYON - DRIVEWAY PATCH | |
1417 | | TOTAL ESTIMATE BOND | |
1418 | | MOBILIZATION | |
1419 | | EXCAVATION OF ASPHALT | |
1420 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
1421 | | COMMERCIAL HMA (2.5" AVG. DEPTH) | |
1422 | | EDGEVIEW ESTATES OFFSITE PATCHING | |
1423 | | TOTAL ESTIMATE BOND | |
1424 | | MOBILIZATION | |
1425 | | PLACE 4" HMA | |
1426 | | EDGEVIEW ESTATES | |
1427 | | TOTAL ESTIMATE BOND | |
1428 | | MOBILIZATION | |
1429 | | PLACE 2.5" HMA PAVING ON PRIVATE ROADS | |
1430 | | PLACE 3.5" HMA PAVING ON BADGER MOUNTA | |
1431 | | TWIISP - WHITLEY FUEL - PARKING LOT | |
1432 | | TOTAL ESTIMATE BOND | |
1433 | | MOBILIZATION | |
1434 | | ECAVATION OF MATERIALS | |
1435 | | CRUSHED SURFACING TOP COURSE (6" AVG. DEPTH) | |
1436 | | COMMERCIAL HMA 2.5 (AVG. DEPTH) | |
1437 | | MIDVALLEY AUTOMOTIVE REPAIR | |
1438 | | TOTAL ESTIMATE BOND | |
1439 | | MOBILIZATION | |
1440 | | COMMERCIAL HMA (2 AVG. DEPTH) | |
1441 | | PEARL LANE TOWNHOMES | |
1442 | | TOTAL ESTIMATE BOND | |
1443 | | MOBILIZATION | |
1444 | | PLACE 3" PF ASPHALT | |
1445 | | GATEWAY PROPERTY - PARKING LOT | |
1446 | | TOTAL ESTIMATE BOND | |
1447 | | MOBILIZATION | |
1448 | | COMMERCIAL HMA (3" DEPTH) | |
1449 | | COMMERCIAL HMA (3" DEPTH) | |
1450 | | KEN MILLS - DRIVEWAY | |
1451 | | TOTAL ESTIMATE BOND | |
1452 | | MOBILIZATION | |
1453 | | ECAVATION OF MATERIALS | |
1454 | | CRUSHED SURFACING TOP COURSE (2" AVG. DEPTH) | |
1455 | | COMMERCIAL HMA 2.5 (AVG. DEPTH) | |
1456 | | JIM BRINK - DRIVEWAY PATCH | |
1457 | | TOTAL ESTIMATE BOND | |
1458 | | MOBILIZATION | |
1459 | | BLADE, WATER AND COMPACT | |
1460 | | COMMERCIAL HMA 2.5 (AVG. DEPTH) | |
1461 | | ROCKY POND 2023 | |
1462 | | TOTAL ESTIMATE BOND | |
1463 | | MOBILIZATION | |
1464 | | PLACE 2.5" HMA | |
1465 | | DOOR TO DOOR - PAVING | |
1466 | | TOTAL ESTIMATE BOND | |
1467 | | MOBILIZATION | |
1468 | | REMOVAL OF EXISTING SURFACE | |
1469 | | BLADE, WATER AND COMPACT | |
1470 | | PREPARATION OF EXISTING ASPHALT | |
1471 | | BLADE, WATER AND COMPACT | |
1472 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
1473 | | COMMERCIAL HMA 2.5 (AVG. DEPTH) | |
1474 | | COMMERCIAL HMA 2.5 (AVG. DEPTH) | |
1475 | | COMMERCIAL HMA 2.5 (AVG. DEPTH) | |
1476 | | EZ ACCESS STORAGE BUILDING J & M | |
1477 | | TOTAL ESTIMATE BOND | |
1478 | | MOBILIZATION | |
1479 | | PLACE 2" OF CI. 1/2 ASPHALT | |
1480 | | ENTIAQUA APARTMENTS - GRAGES AND REPAIR | |
1481 | | TOTAL ESTIMATE BOND | |
1482 | | MOBILIZATION | |
1483 | | PLACE 3" OF ASPHALT GARAGE PATCH AND RO | |
1484 | | WILEY CONSTRUCTION - 415 CENTRAL AVE - ROAD | |
1485 | | TOTAL ESTIMATE BOND | |
1486 | | MOBILIZATION | |
1487 | | COMMERCIAL HMA (3"AVG. DEPTH) | |
1488 | | US CASTINGS - PARKINGLOT | |
1489 | | TOTAL ESTIMATE BOND | |
1490 | | MOBILIZATION | |
1491 | | EXCAVATION. CSBC, PREP. | |
1492 | | BLADE, WATER, COMPACT | |
1493 | | COMMERCIAL HMA (3" AVG. DEPTH) | |
1494 | | COMMERCIAL HMA (3" AVG. DEPTH) | |
1495 | | REMAN RELOAD 2023 - PAVING | |
1496 | | TOTAL ESTIMATE BOND | |
1497 | | MOBILIZATION | |
1498 | | BLADE, WATER, COMPACT | |
1499 | | EXCAVATION OF MATERIALS | |
1500 | | BLADE, WATER, COMPACT | |
1501 | | CRUSHED SURFACING TOP COURSE (6" AVG. DEPTH) | |
1502 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
1503 | | COMMERCIAL HMA (3" AVG. DEPTH) | |
1504 | | COMMERCIAL HMA (3" AVG. DEPTH) | |
1505 | | COMMERCIAL HMA (3" AVG. DEPTH) | |
1506 | | COMMERCIAL HMA (3" AVG. DEPTH) | |
1507 | | SALADALIA BEACH - DRIVEWAY | |
1508 | | TOTAL ESTIMATE BOND | |
1509 | | MOBILIZATION | |
1510 | | HMA OVERLAY PREP | |
1511 | | COMMERCIAL HMA OVERLAY (1.5" DEPTH) | |
1512 | | UTILITY ADJUSTMENT | |
1513 | | APRICOT MEADOWS PH. 2 | |
1514 | | TOTAL ESTIMATE BOND | |
1515 | | MOBILIZATION | |
1516 | | PLACE 3" OF ASPHALT OF ROADWAY | |
1517 | | HALF STREET OVERLAY OVER NEW WATER LINE | |
1518 | | ROCK ISLAND RD PATCHING | |
1519 | | VANLITH DEVELOPMENTS - SKY CREST LANE DRIVEWAY | |
1520 | | TOTAL ESTIMATE BOND | |
1521 | | MOBILIZATION | |
1522 | | BLADE WATER AND COMPACT (ADD TOP COURSE AS NEEDED) | |
1523 | | PLACE 2.5" HMA | |
1524 | | JAY WITHERBEE - DRIVEWAY | |
1525 | | TOTAL ESTIMATE BOND | |
1526 | | MOBILIZATION | |
1527 | | PLACE CRUSHED ROCK, BLADE, WATER AND COMPACT | |
1528 | | PLACE 2.5" OF ASPHALT | |
1529 | | BILL BURTON - DRIVEWAY | |
1530 | | TOTAL ESTIMATE BOND | |
1531 | | MOBILIZATION | |
1532 | | EXCAVATION OF MATERIAL | |
1533 | | FINEBLADE (ADD TOP COURSE AS NEEDED) | |
1534 | | COMMERCIAL HMA (2.5" AVG. DEPTH | |
1535 | | KIRK BERG - DRIVEWAY | |
1536 | | TOTAL ESTIMATE BOND | |
1537 | | MOBILIZATION | |
1538 | | EXCAVATION OF MATERIAL | |
1539 | | FINEBLADE (ADD TOP COURSE AS NEEDED) | |
1540 | | COMMERCIAL HMA (2.5" AVG. DEPTH | |
1541 | | COMMERCIAL HMA OVERLAY (2" AVG. DEPTH) | |
1542 | | LAKE CHELAN MUSEUM OF WILDLIFE | |
1543 | | TOTAL ESTIMATE BOND | |
1544 | | MOBILIZATION | |
1545 | | BLADE, WATER AND COMPACT | |
1546 | | SOIL STERILIZE AND PLACE 2'' OF ASPHALT | |
1547 | | TRAFFIC CONTROL | |
1548 | | ALLEN CONST-712 E WAPATO ST | |
1549 | | TOTAL ESTIMATE BOND | |
1550 | | MOBILIZATION | |
1551 | | PLACE 3" OF ASPHALT | |
1552 | | METHOW VALLEY AIRPORT - DRIVEWAY | |
1553 | | TOTAL ESTIMATE BOND | |
1554 | | MOBILIZATION | |
1555 | | BLADE, WATER AND COMPACT | |
1556 | | COMMERCIAL HMA (3" AVG. DEPTH) | |
1557 | | 4240 NW CASCADE AVE - DRIVEWAY | |
1558 | | TOTAL ESTIMATE BOND | |
1559 | | MOBILIZATION | |
1560 | | PLACE 2.5'' HMA | |
1561 | | VICKERY PROPERTIES - DRIVEWAY | |
1562 | | TOTAL ESTIMATE BOND | |
1563 | | MOBILIZATION | |
1564 | | PLACE 2.5'' HMA | |
1565 | | 13 PANGBORN DR - PARKING LOT | |
1566 | | TOTAL ESTIMATE BOND | |
1567 | | MOBILIZATION | |
1568 | | PLACE 2.5'' HMA | |
1569 | | ROBERTS ACCESS - DRIVEWAY | |
1570 | | TOTAL ESTIMATE BOND | |
1571 | | MOBILIZATION | |
1572 | | FINE BLADE, WATER AND COMPACT EXISTING ROADWAY | |
1573 | | PLACE HMA (3" AVG. DEPTH) | |
1574 | | VOCATIONAL TECH BLDG - PARKING LOT PATCH | |
1575 | | TOTAL ESTIMATE BOND | |
1576 | | MOBILIZATION | |
1577 | | COMMERCIAL HMA (2.5'' DEPTH) | |
1578 | | MATT YACINICH - DRIVEWAY | |
1579 | | TOTAL ESTIMATE BOND | |
1580 | | MOBILIZATION | |
1581 | | FINE BLADE, WATER AND COMPACT EXISTING ROADWAY | |
1582 | | PLACE 2'' HMA | |
1583 | | TAIT SHORT PLAT | |
1584 | | TOTAL ESTIMATE BOND | |
1585 | | MOBILIZATION | |
1586 | | PLACE 6'' CRUSHED BASE COURSE | |
1587 | | PAUL STAMILO - DRIVEWAY | |
1588 | | TOTAL ESTIMATE BOND | |
1589 | | MOBILIZATION | |
1590 | | CRUSHED SURAFACING TOP COURSE (2'' AVG. DEPTH) | |
1591 | | COMMERCIAL HMA (2.5 AVG. DEPTH) | |
1592 | | CORENE REPINK - DRIVEWAY | |
1593 | | TOTAL ESTIMATE BOND | |
1594 | | MOBILIZATION | |
1595 | | CRUSHED SURAFACING TOP COURSE (3'' AVG. DEPTH) | |
1596 | | COMMERCIAL HMA (2.5 AVG. DEPTH) | |
1597 | | DICK RYAN - DRIVEWAY | |
1598 | | TOTAL ESTIMATE BOND | |
1599 | | MOBILIZATION | |
1600 | | BLADE, WATER AND COMPACT | |
1601 | | COMMERCIAL HMA (3'' AVG. DEPTH) | |
1602 | | BILL BLACK - DRIVEWAY | |
1603 | | TOTAL ESTIMATE BOND | |
1604 | | MOBILIZATION | |
1605 | | FINE BLADE (ADD TOP COURSE AS NEEDED) | |
1606 | | COMMERCIAL HMA(2.5 AVG. DEPTH) | |
1607 | | JOSH BAUM - DRIVEWAY PATCH | |
1608 | | TOTAL ESTIMATE BOND | |
1609 | | MOBILIZATION | |
1610 | | BLADE, WATER AND COMPACT | |
1611 | | COMMERCIAL HMA (2.5'' AVG, DEPTH) | |
1612 | | WSDOT 9934 - LEAVENWORTH AND N. BLEWETT PASS PAVING | |
1613 | | TOTAL ESTIMATE BOND | |
1614 | | MOBILIZATION | |
1615 | | REMOVAL OF STRUCTURES AND OBSTRUCTIONS | |
1616 | | REMOVING ASPHALT CONC. PAVEMENT | |
1617 | | REMOVING MISCELLANEOUS TRAFFIC ITEMS | |
1618 | | REMOVAL AND DISPOSAL OF ASBESTOS | |
1619 | | PAVEMENT REPAIR EXCAVATION INCL. HAUL | |
1620 | | SCHEDULE A CULV. PIPE 24TH DIAM | |
1621 | | CATCH BASIN TYPE 1 | |
1622 | | TESTING STORM SEWER PIPE | |
1623 | | SCHEDULE A STORM SEWER PIPE 12 IN. DIAM | |
1624 | | HORING OR EXTRA EXCAVATION CLASS B | |
1625 | | ROADSIDE CLEAN UP | |
1626 | | EXPANSION JOINT MODIFICATION REPL. COMP. | |
1627 | | BRIDGE DECK REPAIR BR NO. BRIDGE 2/220 | |
1628 | | BRIDGE DECK REPAIR BR NO. BRIDGE 2/224N | |
1629 | | BRIDGE DECK REPAIR BR NO. BRIDGE 2/224S | |
1630 | | WATERPROOF MEMBRANE BR NO. BRIDGE 2/22 | |
1631 | | WATERPROOF MEMBRANE BR NO. BRIDGE 2/22 | |
1632 | | WATERPROOF MEMBRANE BR NO. BRIDGE 2/22 | |
1633 | | REMOVING EXSISTING OVERLAY FROM BRIDGE D | |
1634 | | REMOVING EXSISTING OVERLAY FROM BRIDGE D | |
1635 | | REMOVING EXSISTING OVERLAY FROM BRIDGE D | |
1636 | | SHOULDER FINISHING | |
1637 | | QUARRY SPALLS | |
1638 | | CRUSHED SURFACE BASE COURSE | |
1639 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
1640 | | ASPHALT FOR FOG SEAL | |
1641 | | CRACK SEALING - CM | |
1642 | | PLANNING BITUMINOUS PAVEMENT | |
1643 | | PLANNING SHOULDER DRAINAGE CUTOUT | |
1644 | | JOINT ADHESIVE FOR BITUMINOUS PAVEMENT | |
1645 | | CEMENT CONC. TRAFFIC CURB AND GUTTER | |
1646 | | CEMENT CONC. PEDESTRIAN CURB | |
1647 | | EXTENDED CURB | |
1648 | | CEMENT CONC. CURB RAMP | |
1649 | | HMA FOR PAVEMENT REPAIR CL. 3/8" PG64 | |
1650 | | HMA CL3/8" PH 64H-28 | |
1651 | | COMMERCIAL HMA | |
1652 | | HMA APPROACH CL3/8" PG 64H-28 | |
1653 | | HMA SAWCUT AND SEAL | |
1654 | | BRIDGE END SIDEWALK RAMP | |
1655 | | ESC LEAD | |
1656 | | INTEL PROTECTION | |
1657 | | EROSION/WATER POLLUTION CONTROL | |
1658 | | BEAM GUARDRAIL BLOCK | |
1659 | | REMOVING AND RESETTING BEAM GUARDRAIL | |
1660 | | TEMPORARY BARRIER | |
1661 | | REMOVING AND RESETTING EXSISTING PERMAN | |
1662 | | TRANSPORTABLE ATTENUATOR | |
1663 | | REPAIR TRANSPORTABLE ATTENUATOR | |
1664 | | FLEXIBLE GUIDE POST | |
1665 | | TUBULAR MARKER | |
1666 | | BARRIER DELINEATOR | |
1667 | | PAINT LINE | |
1668 | | PLASTIC LINE | |
1669 | | GROOVED PLASTIC LINE | |
1670 | | GROOVED PLASTIC WIDE LINE | |
1671 | | PAINTED BARRIER CENTER LINE | |
1672 | | GROOVED PLASTIC OPTICAL SPEED MARKING | |
1673 | | PLASTIC CROSSWALK LINE | |
1674 | | PLASTIC STOP LINE | |
1675 | | PLASTIC TRAFFIC ARROW | |
1676 | | PLASTIC TRAFFIC LETTER | |
1677 | | PLASTIC BICYCLE LANE SYMBOL | |
1678 | | PAINTED DRAINAGE MARKING | |
1679 | | CENTERLINE RUMBLE STRIP | |
1680 | | SINUSOLDAL CENTERLINE RUMBLE STRIP | |
1681 | | SINUSOLDAL SHOULDER RUMBLE STRIP TYPE 4 | |
1682 | | TEMPORARY PORTABLE TRANSVERSE SRUMBLE STRIP | |
1683 | | RECESSED PAVEMENT MARKER | |
1684 | | TEMPORARY PAVEMENT MARKING-SHORT DURATION | |
1685 | | TEMPORARY MISC. PAVEMENT MARKINGS- SH | |
1686 | | TEMPORARY STOP LINE - SHORT DURATION | |
1687 | | TEMPORARY CROSSWALK LINE SHORT DURATION | |
1688 | | SEQUENTIAL ARROW SIGN | |
1689 | | PORTABLE CHANGABLE MESSAGE SIGN | |
1690 | | RADAR SPEED DISPLAY SIGN | |
1691 | | OTHER TEMP. TRAFFIC CONTROL DEVICES | |
1692 | | FLAGGERS | |
1693 | | OTHER TRAFFIC CONTROL LABOR | |
1694 | | TRAFFIC CONTROL SUPERVISOR | |
1695 | | WORK ZONE SAFETY CONTINGENCY | |
1696 | | CONSTRUCTION SIGNS CLASS A | |
1697 | | PEDESTRIAN TRAFFIC CONTROL | |
1698 | | BEAM GUARDRAIL POST | |
1699 | | PLASTIC WIDE LINE | |
1700 | | ADJUST MONUMENT CASE AND COVER | |
1701 | | CEMENT CONC. SIDEWALK | |
1702 | | DETECTABLE WARNING SURFACE | |
1703 | | CONNECTION TO DRAINAGE SURFACE | |
1704 | | LOWER MANHOLE | |
1705 | | ADJUST MANHOLE | |
1706 | | LOWER CATCH BASIN | |
1707 | | ADJUST CATCH BASIN | |
1708 | | LOWER VALVE BOX | |
1709 | | ADJUST VAVLE BOX | |
1710 | | ADJUST CABLE VAULT | |
1711 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
1712 | | COMPACTION PRICE ADJUSTMENT | |
1713 | | ASPHALT COST PRICE ADJUSTMENT | |
1714 | | CYCLIC DENSITY PRICE ADJUSTMENT | |
1715 | | SMOOTHNESS PRICE ADJUSTMENT | |
1716 | | STRUCTURE SURVEYING | |
1717 | | ADA FEATURES SURVEYING | |
1718 | | REIMBURSTMENT FOR THIRD PARTY DAMAGES | |
1719 | | MINOR CHANGE | |
1720 | | SPCC PLAN | |
1721 | | TRAFFIC SIGNAL SYSTEM #1 - US2/RIVERBEND | |
1722 | | TRAFFIC SIGNAL SYSTEM #2 - US2/RIVERBEND | |
1723 | | OKANOGAN COUNTRY TWISP RIVER ROAF, SPOKAN GRADE OVERLAY | |
1724 | | TOTAL ESTIMATE BOND | |
1725 | | MOBILIZATION | |
1726 | | ROADWAY EXCAVATION INCL. HAUL | |
1727 | | FLARED END SECTION 12 IN. DIAM | |
1728 | | PLAIN ST CULV. PIPE 0.064 IN. TH 12 IN DIAM | |
1729 | | BEAM GUARDRAIL POST 6FT | |
1730 | | BEAM GUARDRAIL POST 9FT | |
1731 | | BEAM GUARDRAIL POST 11FT | |
1732 | | BEAM GUARDRAIL POST CRT | |
1733 | | RAISING EXISTING BEAM GUARDRAIL | |
1734 | | BEAM GUARDRAIL BLOCK | |
1735 | | CRUSHED SURFACING BASE COURSE | |
1736 | | CRUSHED SURFACING TOP COURSE | |
1737 | | HMA CL. 1/2" PG 64-28 | |
1738 | | WATER | |
1739 | | ESC LEAD | |
1740 | | EROSION CONTROL AND WATER POLUTION PREV. | |
1741 | | PAINT LINE | |
1742 | | TEMPORARY PAVEMENT MARKING-SHORT DURAL | |
1743 | | PROJECT TEMPORARY TRAFFIC CONTROL | |
1744 | | TRAFFIC CONTROL SUPERVISOR | |
1745 | | FLAGGERS | |
1746 | | TRIMMING AND CLEANUP | |
1747 | | MAILBOX SUPPORT TYPE1 | |
1748 | | MAILBOX SUPPORT TYPE2 | |
1749 | | JOB MIX COMPLIANCE PRICE ADJUSTMENT | |
1750 | | COMPACTION PRICE ADJUSTMENT | |
1751 | | MINOR CHANGE | |
1752 | | AGGREGATE COMPLIANCE PRICE ADJUSTMENT | |
1753 | | SPCC |