LAK-US 20-19.59 Major Rehab
LAK County · est $47M
Bid dateThursday, January 30—
LAK County · est $47M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 283 more items below.
| Item | Quantity | R1Great Lakes Construction CO | R2Anthony Allega Cement Contractor INC | % of bid |
|---|---|---|---|---|
| 301E56001 ASPHALT CONCRETE BASE, (449), AS PER PLAN, PG64-22 | 23,164 CY | $185 | $204 | 12% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 41,970 SY | $80.00 | $59.12 | 9% |
| 304E20000 AGGREGATE BASE | 28,594 CY | $110 | $85.24 | 9% |
| 624E10000 MOBILIZATION | 1 LS | $2,830,000 | $1,600,000 | 8% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 145,222 SY | $17.50 | $12.37 | 7% |
| 611E20900 48" CONDUIT, TYPE B | 3,816 FT | $580 | $860 | 6% |
| 611E99574 MANHOLE, NO. 3 | 134 EACH | $14,750 | $13,323 | 5% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 44,398 FT | $42.00 | $28.57 | 5% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 6,814 CY | $260 | $286 | 5% |
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 7,977 CY | $215 | $237 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,550,000 | $3,063,854 | 4% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $1,375,000 | $1,633,448 | 4% |
| 203E10000 EXCAVATION | 34,119 CY | $40.00 | $25.93 | 4% |
| 611E10400 24" CONDUIT, TYPE B | 3,318 FT | $315 | $419 | 3% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 10,050 CY | $90.00 | $76.13 | 3% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 53,273 FT | $16.50 | $13.11 | 2% |
| 611E21100 48" CONDUIT, TYPE C | 1,474 FT | $585 | $773 | 2% |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 20,871 FT | $37.50 | $74.10 | 2% |
| 611E05900 15" CONDUIT, TYPE B | 4,748 FT | $160 | $277 | 2% |
| 611E19600 42" CONDUIT, TYPE C | 1,385 FT | $525 | $691 | 2% |
| Item | Quantity | R1Great Lakes Construction CO | R2Anthony Allega Cement Contractor INC |
|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $200,000 | $194,842 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $325 | $1,834 |
| 202E30000 WALK REMOVED | 55,804 SF | $2.25 | $1.38 |
| 202E30600 CONCRETE MEDIAN REMOVED | 589 SY | $23.00 | $17.37 |
| 202E32000 CURB REMOVED | 1,993 FT | $3.25 | $8.24 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 2,090 FT | $40.00 | $131 |
| 202E38000 GUARDRAIL REMOVED |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| 5,001 FT |
| $2.00 |
| $2.20 |
| 202E52990 SPECIAL - PARKING BLOCK REMOVED | 8 EACH | $175 | $235 |
| 202E53100 MAILBOX REMOVED | 130 EACH | $175 | $186 |
| 202E58000 MANHOLE REMOVED | 5 EACH | $2,850 | $2,605 |
| 202E58300 CATCH BASIN OR INLET REMOVED | 148 EACH | $700 | $1,231 |
| 202E60010 MONUMENT ASSEMBLY REMOVED | 10 EACH | $175 | $235 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 4' x 3' | 100 FT | $109 | $187 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 12" TO 3 | 945 FT | $30.00 | $104 |
| 202E70110 SPECIAL - PIPE CLEANOUT, 24" AND UNDER | 4,400 FT | $8.50 | $33.00 |
| 202E70120 SPECIAL - PIPE CLEANOUT, 27" TO 48" | 275 FT | $19.00 | $55.00 |
| 202E75000 FENCE REMOVED | 989 FT | $5.00 | $5.50 |
| 202E98000 REMOVAL MISC.: WEATHER STATION FOUNDATION | 1 LS | $1,400 | $2,740 |
| 202E98100 REMOVAL MISC.: BOLLARD | 9 EACH | $175 | $418 |
| 202E98100 REMOVAL MISC.: BOULDER | 24 EACH | $155 | $157 |
| 202E98100 REMOVAL MISC.: BUILDING FOUNDATION | 1 EACH | $2,250 | $2,740 |
| 202E98100 REMOVAL MISC.: BUSINESS SIGN | 50 EACH | $500 | $582 |
| 202E98100 REMOVAL MISC.: CONCRETE BLOCK | 24 EACH | $115 | $157 |
| 202E98100 REMOVAL MISC.: LANDSCAPE LIGHT | 14 EACH | $175 | $820 |
| 202E98100 REMOVAL MISC.: LIGHT POLE | 2 EACH | $850 | $396 |
| 202E98100 REMOVAL MISC.: POST | 77 EACH | $115 | $391 |
| 202E98200 REMOVAL MISC.: CONCRETE WALL | 112 FT | $20.00 | $50.37 |
| 202E98200 REMOVAL MISC.: STONE WALL | 181 FT | $20.00 | $31.17 |
| 203E20000 EMBANKMENT | 15,425 CY | $10.00 | $4.62 |
| 204E10000 SUBGRADE COMPACTION | 180,871 SY | $1.00 | $0.38 |
| 204E13000 EXCAVATION OF SUBGRADE | 10,050 CY | $35.00 | $25.83 |
| 204E45000 PROOF ROLLING | 60 HOUR | $150 | $354 |
| 204E50000 GEOTEXTILE FABRIC | 29,300 SY | $1.50 | $2.00 |
| 204E51000 GEOGRID | 18,100 SY | $1.50 | $2.07 |
| 606E15050 GUARDRAIL, TYPE MGS | 5,088 FT | $18.00 | $19.80 |
| 606E16000 GUARDRAIL REBUILT | 25 FT | $8.25 | $9.08 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 50 FT | $26.00 | $28.60 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 17 EACH | $2,225 | $2,448 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 12 EACH | $950 | $1,045 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,300 | $2,530 |
| 608E10000 4" CONCRETE WALK | 49,452 SF | $8.50 | $5.95 |
| 608E52000 CURB RAMP | 2,022 SF | $18.00 | $23.81 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 34 EACH | $1,300 | $1,410 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 3 EACH | $240 | $1,224 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 128 EACH | $200 | $453 |
| 690E65016 SPECIAL - WORK INVOLVING PETROLEUM CONTAMINATED SO | 8,200 TON | $32.00 | $56.00 |
| 690E65022 SPECIAL - WORK INVOLVING NON-REGULATED WATER | 4,100 GAL | $8.50 | $9.00 |
| 690E65024 SPECIAL - WORK INVOLVING REGULATED WATER | 4,100 GAL | $7.00 | $10.00 |
| 203E10001 EXCAVATION, AS PER PLAN | 5,000 CY | $15.00 | $52.63 |
| 203E35130 GRANULAR MATERIAL, TYPE D | 5,000 CY | $66.00 | $94.54 |
| 203E98600 ROADWAY, MISC.:, SUPPORTING EXISTING UTILITY POLES | 130 EACH | $1,140 | $1,045 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 9 SY | $100 | $229 |
| 601E32004 ROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FA | 26 CY | $115 | $554 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 13 CY | $178 | $809 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 3 CY | $170 | $645 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $250 | $385 |
| 659E00300 TOPSOIL | 13,524 CY | $44.00 | $30.80 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 121,832 SY | $0.90 | $0.99 |
| 659E14000 REPAIR SEEDING AND MULCHING | 6,092 SY | $1.00 | $1.10 |
| 659E15000 INTER-SEEDING | 6,092 SY | $1.00 | $1.10 |
| 659E20000 COMMERCIAL FERTILIZER | 16.99 TON | $1,350 | $1,485 |
| 659E31000 LIME | 25.17 ACRE | $0.25 | $110 |
| 659E35000 WATER | 691 MGAL | $0.25 | $27.50 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $10,000 | $8,223 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $65,000 | $60,720 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $40,000 | $32,727 |
| 832E30000 EROSION CONTROL | 690,000 EACH | $1.00 | $1.00 |
| 659E40000 MOWING | 15,350 MSF | $1.00 | $8.80 |
| 670E00500 SLOPE EROSION PROTECTION | 4,200 SY | $2.25 | $2.48 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $155,000 | $341,000 |
| 530E00200 SPECIAL - STRUCTURES MISC.: PRECONSTRUCTION CONDIT | 1 LS | $10,000 | $9,444 |
| 530E14000 SPECIAL - STRUCTURAL SURVEY AND MONITORING OF VIBR | 1 LS | $25,000 | $3,960 |
| 602E20000 CONCRETE MASONRY | 7.6 CY | $2,200 | $2,776 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 660 FT | $14.00 | $20.85 |
| 605E31100 AGGREGATE DRAINS | 200 FT | $10.00 | $13.86 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 2,981 FT | $22.00 | $16.48 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $15.00 | $21.51 |
| 611E01800 8" CONDUIT, TYPE B | 24 FT | $50.00 | $83.15 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN, 748.01 OR 748.06 | 1,596 FT | $185 | $278 |
| 611E04600 12" CONDUIT, TYPE C | 500 FT | $93.00 | $127 |
| 611E06100 15" CONDUIT, TYPE C | 1,331 FT | $130 | $251 |
| 611E07400 18" CONDUIT, TYPE B | 1,619 FT | $250 | $303 |
| 611E07600 18" CONDUIT, TYPE C | 3,355 FT | $125 | $273 |
| 611E08900 21" CONDUIT, TYPE B | 483 FT | $260 | $380 |
| 611E09100 21" CONDUIT, TYPE C | 1,634 FT | $235 | $366 |
| 611E10600 24" CONDUIT, TYPE C | 880 FT | $285 | $337 |
| 611E13400 30" CONDUIT, TYPE B | 415 FT | $440 | $481 |
| 611E13600 30" CONDUIT, TYPE C | 353 FT | $390 | $362 |
| 611E16400 36" CONDUIT, TYPE B | 800 FT | $535 | $666 |
| 611E19400 42" CONDUIT, TYPE B | 1,095 FT | $565 | $715 |
| 611E22200 54" CONDUIT, TYPE A, 706.02 | 48 FT | $1,100 | $860 |
| 611E25000 66" CONDUIT, TYPE A,706.02, 707.35,707.75,707.85, | 130 FT | $1,250 | $3,757 |
| 611E97200 CONDUIT, MISC.: EXISTING UTILITY LOCATION TEST HOL | 50 EACH | $675 | $4,432 |
| 611E97400 CONDUIT, MISC.: TYPE B FOR DRAINAGE DISCHARGE CONT | 500 FT | $22.00 | $119 |
| 611E97400 CONDUIT, MISC.: TYPE C FOR DRAINAGE DISCHARGE CONT | 500 FT | $19.00 | $108 |
| 611E98150 CATCH BASIN, NO. 3 | 98 EACH | $7,000 | $7,979 |
| 611E98180 CATCH BASIN, NO. 3A | 119 EACH | $6,000 | $5,788 |
| 611E98370 CATCH BASIN, NO. 6 | 6 EACH | $6,500 | $7,212 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $5,250 | $4,102 |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 45 EACH | $750 | $1,313 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 5 EACH | $1,200 | $2,056 |
| 611E98700 INLET, SIDE DITCH | 5 EACH | $1,200 | $2,590 |
| 611E98710 INLET, NO. 2-6 | 2 EACH | $7,000 | $12,906 |
| 611E99586 MANHOLE, NO. 3 WITH 108" BASE I.D. AND 12" WEIR | 6 EACH | $40,000 | $31,610 |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 17 EACH | $800 | $1,127 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 5 EACH | $2,250 | $2,056 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 5 EACH | $650 | $925 |
| 611E99720 INSPECTION WELL | 10 EACH | $650 | $1,874 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 10,000 LB | $2.25 | $2.04 |
| 895E10040 MANUFACTURED WATER QUALITY STRUCTURE, TYPE 4 | 6 EACH | $117,500 | $47,863 |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 1,400 SY | $80.00 | $88.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=3.25") | 28,075 SY | $4.00 | $4.40 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,014 CY | $300 | $440 |
| 301E56100 ASPHALT CONCRETE BASE, PG64-22, (449), (DRIVEWAYS) | 456 CY | $465 | $512 |
| 407E20000 NON-TRACKING TACK COAT | 20,650 GAL | $4.00 | $4.40 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 273 CY | $330 | $363 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (330 CY | $295 | $325 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $900 | $990 |
| 441E70801 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (271 CY | $360 | $396 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 13,224 CY | $4.00 | $4.40 |
| 452E10050 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 2,220 SY | $95.00 | $97.55 |
| 452E12050 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 3,915 SY | $110 | $106 |
| 452E13010 9" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 475 SY | $105 | $102 |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 4,372 FT | $70.00 | $52.39 |
| 609E20000 CURB, TYPE 3-A | 199 FT | $16.00 | $10.35 |
| 609E26000 CURB, TYPE 6 | 2,006 FT | $52.00 | $46.37 |
| 609E72000 CONCRETE MEDIAN | 423 SY | $82.50 | $107 |
| 617E10100 COMPACTED AGGREGATE | 104 CY | $165 | $124 |
| 874E20001 LONGITUDINAL JOINT PREPARATION, AS PER PLAN | 30,313 FT | $2.75 | $3.03 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 250 FT | $50.00 | $110 |
| 638E11101 METER AND CHAMBER REMOVED AND RESET, AS PER PLAN | 10 EACH | $800 | $6,553 |
| 638E20008 SPECIAL - 4" WATER MAIN DIP CLASS 53 MECHANICAL JO | 50 FT | $325 | $229 |
| 638E20048 SPECIAL - 6" WATER MAIN DIP CLASS 53 MECHANICAL JO | 50 FT | $330 | $217 |
| 638E20088 SPECIAL - 8" WATER MAIN DIP CLASS 53 MECHANICAL JO | 50 FT | $335 | $236 |
| 638E20500 SPECIAL - VALVE BOX ADJUSTED TO GRADE, LCDU STANDA | 28 EACH | $225 | $859 |
| 638E20750 SPECIAL - 6" FIRE HYDRANT, LCDU STANDARD | 42 EACH | $13,000 | $11,806 |
| 638E20752 SPECIAL - FIRE HYDRANT REMOVED FOR STORAGE, LCDU S | 42 EACH | $1,500 | $780 |
| 638E20770 SPECIAL - 1" COPPER WATER SERVICE LINE, LCDU STAND | 3,500 FT | $12.00 | $125 |
| 638E20774 SPECIAL - 1 1/2" COPPER WATER SERVICE LINE, LCDU S | 100 FT | $18.00 | $159 |
| 638E20778 SPECIAL - 2" COPPER WATER SERVICE LINE, LCDU STAND | 100 FT | $22.00 | $177 |
| 638E20902 SPECIAL - SERVICE BOX ADJUSTED TO GRADE, LCDU STAN | 20 EACH | $225 | $460 |
| 638E98600 WATER WORK, MISC.: STEEL PLATE WATER MAIN PROTECTI | 200 FT | $215 | $411 |
| 638E98600 WATER WORK, MISC.: TEMPORARY STEEL PLATE WATER MAI | 200 FT | $170 | $186 |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 3 EACH | $1,000 | $1,432 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 17 EACH | $75.00 | $92.58 |
| 621E00100 RPM | 1,427 EACH | $37.25 | $40.98 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,225 EACH | $13.00 | $29.70 |
| 625E32000 GROUND ROD | 5 EACH | $295 | $358 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 83 EACH | $12.00 | $12.10 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 255 FT | $13.00 | $14.30 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 2,630 FT | $15.00 | $16.50 |
| 630E08600 SIGN POST REFLECTOR | 54 EACH | $45.00 | $49.50 |
| 630E72320 OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 6 | 1 EACH | $26,850 | $29,535 |
| 630E72420 OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 2 | 2 EACH | $88,450 | $97,295 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 11 EACH | $185 | $204 |
| 630E80100 SIGN, FLAT SHEET | 1,326 SF | $17.00 | $18.70 |
| 630E80500 SIGN, DOUBLE FACED, STREET NAME | 6 EACH | $225 | $248 |
| 630E84510 RIGID OVERHEAD SIGN SUPPORT FOUNDATION | 5 EACH | $9,750 | $10,725 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 139 EACH | $15.00 | $16.50 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 22 EACH | $65.00 | $71.50 |
| 630E85101 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION, AS | 1 EACH | $370 | $407 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 134 EACH | $20.00 | $22.00 |
| 630E87100 REMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION | 5 EACH | $765 | $842 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 41 EACH | $35.00 | $38.50 |
| 630E87520 REMOVAL OF POLE MOUNTED SIGN AND REERECTION | 8 EACH | $95.00 | $105 |
| 630E89702 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL | 3 EACH | $2,650 | $2,915 |
| 646E10010 EDGE LINE, 6" | 2.53 MILE | $5,900 | $4,620 |
| 646E10110 LANE LINE, 6" | 10.63 MILE | $2,155 | $3,080 |
| 646E10200 CENTER LINE | 6.39 MILE | $7,810 | $7,480 |
| 646E10310 CHANNELIZING LINE, 12" | 4,463 FT | $2.00 | $3.03 |
| 646E10400 STOP LINE | 572 FT | $13.50 | $13.20 |
| 646E10510 CROSSWALK LINE, 12" | 2,034 FT | $8.75 | $6.60 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 571 FT | $13.00 | $11.00 |
| 646E10620 CHEVRON MARKING | 225 FT | $13.00 | $12.10 |
| 646E10800 ISLAND MARKING | 37 SF | $8.75 | $5.50 |
| 646E20300 LANE ARROW | 60 EACH | $225 | $204 |
| 646E20504 DOTTED LINE, 6" | 800 FT | $1.95 | $5.50 |
| 625E25400 CONDUIT, 2", 725.04 | 73 FT | $26.55 | $29.21 |
| 625E29000 TRENCH | 73 FT | $12.25 | $13.48 |
| 625E31510 PULL BOX REMOVED | 17 EACH | $250 | $275 |
| 625E32000 GROUND ROD | 4 EACH | $295 | $325 |
| 630E80100 SIGN, FLAT SHEET | 10.4 SF | $20.00 | $26.95 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 11 EACH | $35.00 | $138 |
| 632E20750 ACCESSIBLE PEDESTRIAN PUSHBUTTON | 4 EACH | $805 | $886 |
| 632E64020 PEDESTAL FOUNDATION | 4 EACH | $1,150 | $1,265 |
| 632E65200 LOOP DETECTOR LEAD-IN CABLE | 746 FT | $2.15 | $2.37 |
| 632E89900 PEDESTAL, 8', TRANSFORMER BASE | 4 EACH | $1,100 | $1,210 |
| 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM (PEDE | 4 EACH | $480 | $528 |
| 632E90500 SIGNALIZATION, MISC.: UNLASH AND RELASH MESSENGER | 319 FT | $6.80 | $7.48 |
| 809E69001 ADVANCE RADAR DETECTION, AS PER PLAN | 12 EACH | $8,293 | $9,122 |
| 809E69101 STOP LINE RADAR DETECTION, AS PER PLAN | 31 EACH | $8,608 | $9,468 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 2,214 FT | $21.00 | $23.10 |
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN (MASH 201 | 5 EACH | $2,300 | $2,530 |
| 606E26551 ANCHOR ASSEMBLY, MGS TYPE T, AS PER PLAN | 9 EACH | $1,100 | $1,210 |
| 608E21201 TEMPORARY ASPHALT CONCRETE WALK, AS PER PLAN | 2,000 SF | $6.00 | $5.50 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN | 1,532 FT | $180 | $262 |
| 611E05901 15" CONDUIT, TYPE B, AS PER PLAN | 39 FT | $130 | $399 |
| 611E10401 24" CONDUIT, TYPE B, AS PER PLAN | 34 FT | $330 | $473 |
| 611E98371 CATCH BASIN, NO. 6, AS PER PLAN | 71 EACH | $5,500 | $6,565 |
| 611E98635 CATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN | 69 EACH | $1,500 | $2,056 |
| 611E99155 INLET RECONSTRUCTED TO GRADE, AS PER PLAN | 2 EACH | $1,500 | $2,056 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 1,200 HOUR | $100 | $77.00 |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 24 EACH | $1,500 | $1,650 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,715 | $1,861 |
| 614E12420 DETOUR SIGNING | 1 LS | $12,500 | $27,831 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 484 EACH | $7.85 | $13.53 |
| 614E13360 OBJECT MARKER, TWO WAY | 484 EACH | $12.65 | $19.91 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 180 SNMT | $700 | $1,000 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 12.85 MILE | $470 | $517 |
| 614E20356 WORK ZONE LANE LINE, CLASS I, 6", 873 | 0.13 MILE | $11,500 | $4,794 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 21.26 MILE | $465 | $512 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 18.02 MILE | $1,670 | $1,837 |
| 614E21350 WORK ZONE CENTER LINE, CLASS I, 873 | 5.56 MILE | $15,100 | $19,333 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 12.78 MILE | $1,665 | $1,832 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 25.78 MILE | $1,300 | $1,430 |
| 614E22326 WORK ZONE EDGE LINE, CLASS I, 6", 873 | 6.83 MILE | $11,100 | $12,731 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 5.06 MILE | $1,295 | $1,425 |
| 614E23130 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 873 | 1,364 FT | $5.75 | $5.36 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 9,894 FT | $1.05 | $1.16 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 8,926 FT | $1.00 | $1.10 |
| 614E24122 WORK ZONE DOTTED LINE, CLASS I, 6", 873 | 2,475 FT | $2.05 | $2.06 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 8,600 FT | $1.00 | $1.10 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 1,600 FT | $0.95 | $1.05 |
| 614E25200 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 P | 2,428 FT | $3.75 | $4.13 |
| 614E25620 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 | 1,142 FT | $3.70 | $4.07 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 1,810 FT | $4.00 | $4.40 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 55 FT | $10.31 | $11.34 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 1,144 FT | $3.95 | $4.35 |
| 614E27050 WORK ZONE CROSSWALK LINE, CLASS I, 12", 642 PAINT | 4,985 FT | $3.50 | $3.85 |
| 614E27250 WORK ZONE CROSSWALK LINE, CLASS III, 12", 642 PAIN | 4,068 FT | $3.45 | $3.80 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 169 EACH | $85.00 | $93.50 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 120 EACH | $80.00 | $88.00 |
| 614E32800 WORK ZONE ISLAND MARKING, CLASS III, 642 PAINT | 74 SF | $3.45 | $3.80 |
| 614E40051 BUSINESS ENTRANCE SIGN, AS PER PLAN | 120 EACH | $65.00 | $241 |
| 616E10000 WATER | 1,100 MGAL | $70.00 | $74.72 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 44,463 FT | $16.00 | $7.55 |
| 625E31507 PULL BOX REMOVED AND REPLACED, AS PER PLAN | 10 EACH | $1,300 | $1,430 |
| 642E00720 CHEVRON MARKING, TYPE 1 | 450 FT | $3.75 | $4.13 |
| 690E98000 SPECIAL - REIMBURSEMENT FOR MOT ITEMS PERMANENTLY | 250,000 EACH | $1.00 | $1.10 |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL, TYPE 1 | 1 EACH | $18,500 | $20,350 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $20,000 | $38,240 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $65,000 | $61,600 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $18,000 | $43,653 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,705 LB | $2.25 | $3.34 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 48 EACH | $50.00 | $43.28 |
| 511E46000 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 25 SY | $1,250 | $1,390 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 21 CY | $950 | $1,212 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 0.5 CY | $8,500 | $7,347 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 31 SY | $100 | $44.00 |
| 512E33000 TYPE 2 WATERPROOFING | 28 SY | $40.00 | $75.26 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 16 SF | $20.00 | $60.65 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,000 | $5,881 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 9 CY | $200 | $688 |
| 602E20000 CONCRETE MASONRY | 7 CY | $2,050 | $4,246 |
| 611E94910 8' X 6' CONDUIT, TYPE A, 706.05 | 12 FT | $2,000 | $1,690 |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 3 CY | $500 | $606 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 227 SY | $35.00 | $44.00 |
| 870E10001 PREFABRICATED MODULAR RETAINING WALL, AS PER PLAN | 1,928 SF | $100 | $74.79 |
| 870E11000 WALL EXCAVATION | 593 CY | $50.00 | $32.41 |
| 870E11100 NATURAL SOIL | 41 CY | $65.00 | $104 |
| 870E12000 6" DRAINAGE PIPE, PERFORATED | 308 FT | $10.00 | $101 |
| 870E12100 6" DRAINAGE PIPE, NON-PERFORATED | 29 FT | $18.00 | $79.71 |
| 870E14000 ON-SITE ASSISTANCE | 2 DAY | $1,500 | $1,650 |
| 870E15000 PMRW INSPECTION AND COMPACTION TESTING | 1 LS | $4,000 | $5,940 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $18,000 | $49,153 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $65,000 | $275,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $18,000 | $32,740 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 11,721 LB | $2.25 | $3.15 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 182 EACH | $50.00 | $45.66 |
| 511E46000 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 61 SY | $1,250 | $1,041 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 49 CY | $800 | $850 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 0.5 CY | $8,500 | $7,347 |
| 511E47010 CLASS QC1 CONCRETE, CULVERT | 17 CY | $2,500 | $2,062 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 46 SY | $75.00 | $44.00 |
| 512E33000 TYPE 2 WATERPROOFING | 50 SY | $40.00 | $83.22 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 38 SF | $20.00 | $51.48 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $3,750 | $6,098 |
| 100E51100 DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION BOARD | 97,500 EACH | $1.00 | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $400,000 | $357,360 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $1,000 | $11,880 |
| 619E16021 FIELD OFFICE, TYPE C, AS PER PLAN | 48 MNTH | $7,000 | $7,906 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $410,000 | $1,127,188 |
| 690E98400 SPECIAL - PRECONSTRUCTION VIDEO DOCUMENTATION | 1 LS | $7,000 | $7,722 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E56001 ASPHALT CONCRETE BASE, (449), AS PER PLAN, PG64-22 | 23,164 CY | $185 | $4.29M | 8% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 41,970 SY | $80 | $3.36M | 6% |
| 304E20000 AGGREGATE BASE | 28,594 CY | $110 | $3.15M | 6% |
| 624E10000 MOBILIZATION | 1 LS | $2,830,000 | $2.83M | 5% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 145,222 SY | $17.5 | $2.54M | 4% |
| 611E20900 48" CONDUIT, TYPE B | 3,816 FT | $580 | $2.21M | 4% |
| 611E99574 MANHOLE, NO. 3 | 134 EACH | $14,750 | $1.98M | 3% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 44,398 FT | $42 | $1.86M | 3% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 6,814 CY | $260 | $1.77M | 3% |
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 7,977 CY | $215 | $1.72M | 3% |