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