PAU-/DEF-US 24-12.30/00.00 (PART 1 AND PART 2)
PAU County · est $35M
Bid dateThursday, February 22—
PAU County · est $35M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 209 more items below.
| Item | Quantity | R1Miller Bros Const INC | R2Gerken Paving INC | % of bid |
|---|---|---|---|---|
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 65,544 CY | $158 | $156 | 35% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 21,889 CY | $220 | $220 | 17% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 25,297 CY | $185 | $185 | 16% |
| 203E20000 EMBANKMENT | 34,063 CY | $33.50 | $35.40 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,000,000 | $1,495,000 | 3% |
| 304E20000 AGGREGATE BASE | 13,740 CY | $70.00 | $66.40 | 3% |
| 203E20000 EMBANKMENT | 47,388 CY | $17.00 | $18.80 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $800,000 | $800,000 | 3% |
| 202E23000 PAVEMENT REMOVED | 33,323 SY | $22.00 | $22.40 | 3% |
| 321E17501 CRACKING AND SEATING NON-REINFORCED CONCRETE PAVEM | 487,062 SY | $1.00 | $1.14 | 2% |
| 203E10000 EXCAVATION | 29,662 CY | $15.00 | $9.55 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 21,970 FT | $20.00 | $25.00 | 2% |
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN | 18,050 FT | $22.60 | $22.60 | 1% |
| 659E00300 TOPSOIL | 7,513 CY | $50.00 | $63.80 | 1% |
| 659E10000 SEEDING AND MULCHING | 383,577 SY | $0.90 | $0.62 | 1% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 4,576 SY | $74.00 | $74.00 | 1% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 4,093 CY | $75.00 | $64.00 | 1% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 48.45 MILE | $5,500 | $5,500 | 1% |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 312 SNMT | $750 | $1,145 | 1% |
| 690E98700 SPECIAL - PATCHING CRACKED AND SEATED SURFACE | 500 CY | $460 | $395 | 1% |
| Item | Quantity | R1Miller Bros Const INC | R2Gerken Paving INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $95,000 | $10,000 |
| 202E30600 CONCRETE MEDIAN REMOVED | 561 SY | $16.00 | $20.50 |
| 202E32000 CURB REMOVED | 3,680 FT | $5.00 | $15.50 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 18,312.5 FT | $2.00 | $3.20 |
| 202E38201 GUARDRAIL REMOVED FOR REUSE, AS PER PLAN | 2,200 FT | $2.80 | $2.80 |
| 202E38301 GUARDRAIL REMOVED, BARRIER DESIGN, AS PER PLAN | 175 FT | $2.80 | $2.80 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E |
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 →
| 1 EACH |
| $135 |
| $135 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 15 EACH | $85.00 | $85.00 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 16 EACH | $120 | $120 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 21 EACH | $65.00 | $65.00 |
| 202E47800 IMPACT ATTENUATOR REMOVED | 2 EACH | $170 | $170 |
| 203E10000 EXCAVATION | 45 CY | $10.00 | $170 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 225 FT | $21.20 | $21.20 |
| 606E15551 GUARDRAIL, BARRIER DESIGN, TYPE MGS, AS PER PLAN | 175 FT | $34.00 | $34.00 |
| 606E16561 GUARDRAIL REBUILT, TYPE MGS WITH LONG POSTS, AS PE | 2,200 FT | $16.80 | $16.80 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B (MASH 2016) | 16 EACH | $2,220 | $2,220 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $2,680 | $2,680 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 15 EACH | $1,275 | $1,275 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 11 EACH | $2,480 | $2,480 |
| 606E35010 BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1 | 1 EACH | $1,550 | $1,550 |
| 606E35103 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2, AS PER PLAN | 9 EACH | $495 | $495 |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 2 EACH | $5,450 | $5,450 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $5,700 | $11,700 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $5,700 | $11,700 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 169 EACH | $12.00 | $12.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (ONE WAY) | 116 EACH | $12.00 | $12.00 |
| 202E23500 WEARING COURSE REMOVED | 887 SY | $21.00 | $21.00 |
| 659E00100 SOIL ANALYSIS TEST | 5 EACH | $50.00 | $125 |
| 659E14000 REPAIR SEEDING AND MULCHING | 19,179 SY | $0.38 | $0.62 |
| 659E15000 INTER-SEEDING | 19,179 SY | $0.22 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 54.37 TON | $600 | $750 |
| 659E31000 LIME | 79.25 ACRE | $5.00 | $10.00 |
| 659E35000 WATER | 2,071 MGAL | $1.00 | $1.00 |
| 659E40000 MOWING | 27,500 MSF | $0.45 | $2.10 |
| 670E00500 SLOPE EROSION PROTECTION | 45,111 SY | $1.80 | $1.80 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,595 | $2,250 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $15,960 | $37,320 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $15,168 | $15,000 |
| 832E30000 EROSION CONTROL | 100,000 EACH | $1.00 | $1.00 |
| 651E10000 TOPSOIL STOCKPILED | 37,607 CY | $6.00 | $8.80 |
| 652E10000 PLACING STOCKPILED TOPSOIL | 37,607 CY | $4.50 | $9.10 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 10 EACH | $1,600 | $3,200 |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 5 EACH | $5,600 | $6,500 |
| 407E13900 TACK COAT, 702.13 | 29,224 GAL | $3.75 | $3.75 |
| 407E20000 NON-TRACKING TACK COAT | 65,085 GAL | $2.75 | $2.75 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (343 CY | $330 | $330 |
| 609E24510 CURB, TYPE 4-C | 2,933 FT | $26.00 | $35.75 |
| 609E72100 CONCRETE MEDIAN | 160 CY | $342 | $330 |
| 609E98000 CURB, MISC.:(TYPE 4-A RETROFIT APPROACH SLABS) | 857 FT | $49.00 | $40.00 |
| 609E98000 CURB, MISC.:(TYPE 4-A RETROFIT CRACK AND SEAT) | 747 FT | $35.00 | $27.00 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 209,238 FT | $0.30 | $0.14 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 30,712 CY | $5.00 | $5.00 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 159 EACH | $65.00 | $65.00 |
| 620E31200 REMOVAL OF DELINEATOR | 159 EACH | $9.00 | $9.00 |
| 621E00100 RPM | 1,945 EACH | $31.00 | $31.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,922 EACH | $9.00 | $27.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 4,012 FT | $12.00 | $12.00 |
| 630E08004 ONE WAY SUPPORT, NO. 3 POST | 202 FT | $14.00 | $14.00 |
| 630E08600 SIGN POST REFLECTOR | 172 EACH | $42.50 | $42.50 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 266 EACH | $10.00 | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 334 EACH | $15.00 | $15.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.3 MILE | $2,500 | $2,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.54 MILE | $3,000 | $3,000 |
| 642E00400 CHANNELIZING LINE, 8", TYPE 1 | 458 FT | $2.00 | $2.00 |
| 644E00404 CHANNELIZING LINE, 12" | 1,047 FT | $2.50 | $2.50 |
| 644E00500 STOP LINE | 298 FT | $7.00 | $7.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 1,140 FT | $6.00 | $6.00 |
| 644E01000 RAILROAD SYMBOL MARKING | 21 EACH | $550 | $550 |
| 644E01300 LANE ARROW | 36 EACH | $90.00 | $90.00 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 21.21 MILE | $3,500 | $3,500 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 14,506 FT | $4.00 | $4.00 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 4,346 FT | $2.50 | $2.50 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,200 | $2,200 |
| 850E10030 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $9,000 | $2.15 |
| 630E81101 SIGN ERECTED, FLAT SHEET, AS PER PLAN | 2,093 SF | $6.50 | $6.50 |
| 407E13900 TACK COAT, 702.13 | 84 GAL | $3.75 | $3.75 |
| 407E20000 NON-TRACKING TACK COAT | 84 GAL | $2.75 | $2.75 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 168 SY | $44.00 | $45.52 |
| 512E10301 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN, AS | 1,394 SY | $17.00 | $21.07 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 40 FT | $100 | $71.12 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 168 SY | $38.00 | $25.39 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 896 FT | $0.53 | $1.91 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 20 SF | $250 | $186 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 94 CF | $500 | $492 |
| 856E10000 BRIDGE DECK WATERPROOFING ASPHALT CONCRETE | 116 CY | $510 | $510 |
| 407E13900 TACK COAT, 702.13 | 86 GAL | $3.75 | $3.75 |
| 407E20000 NON-TRACKING TACK COAT | 86 GAL | $2.75 | $2.75 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 174 SY | $44.00 | $45.52 |
| 512E10301 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN, AS | 1,439 SY | $17.00 | $21.07 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 40 FT | $100 | $71.12 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 174 SY | $38.00 | $25.39 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 924 FT | $0.53 | $1.91 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 20 SF | $250 | $186 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 78 CF | $500 | $492 |
| 856E10000 BRIDGE DECK WATERPROOFING ASPHALT CONCRETE | 120 CY | $450 | $450 |
| 407E13900 TACK COAT, 702.13 | 230 GAL | $3.75 | $3.75 |
| 407E20000 NON-TRACKING TACK COAT | 230 GAL | $2.75 | $2.75 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 440 SY | $42.00 | $45.52 |
| 512E10301 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN, AS | 3,846 SY | $17.00 | $21.07 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 40 FT | $100 | $71.12 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 440 SY | $38.00 | $25.39 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 2,388 FT | $0.53 | $1.91 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 20 SF | $250 | $186 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 124 CF | $500 | $492 |
| 856E10000 BRIDGE DECK WATERPROOFING ASPHALT CONCRETE | 320 CY | $415 | $415 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (1 1/2") | 335 SY | $15.25 | $15.25 |
| 407E20000 NON-TRACKING TACK COAT | 81 GAL | $2.75 | $2.75 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 48 CY | $435 | $435 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 300 HOUR | $90.00 | $105 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,120 | $2,120 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 28 EACH | $200 | $150 |
| 614E12500 REPLACEMENT SIGN | 10 EACH | $192 | $135 |
| 614E12600 REPLACEMENT DRUM | 100 EACH | $64.00 | $55.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (WHITE, ONE WAY) | 232 EACH | $8.00 | $5.50 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, (WHITE, ONE WAY) | 71 EACH | $12.00 | $12.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 | — | $12.00 | $12.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 232 EACH | $16.00 | $12.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 56 SNMT | $950 | $1,250 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 84.88 MILE | $850 | $850 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.66 MILE | $10,000 | $10,000 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 11,165 FT | $1.50 | $1.50 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 4,535 FT | $1.50 | $1.50 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $135,000 | $96,500 |
| 616E10000 WATER | 137 MGAL | $35.00 | $10.00 |
| 441E90000 ASPHALT CONCRETE, MISC.: PAVEMENT FOR MOT TRANSITI | 350 CY | $460 | $335 |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE | 1 1/2, (485 SY | $20.00 | $20.00 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $30,000 | $4,800 |
| 202E23000 PAVEMENT REMOVED | 22 SY | $45.00 | $50.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 130 FT | $14.00 | $9.50 |
| 202E38000 GUARDRAIL REMOVED | 2,399 FT | $2.00 | $2.00 |
| 202E70120 SPECIAL - PIPE CLEANOUT, 27" TO 48" | 145 FT | $18.00 | $20.95 |
| 204E10000 SUBGRADE COMPACTION | 529 SY | $5.00 | $1.00 |
| 209E10000 DITCH CLEANOUT | 100 FT | $30.00 | $6.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 2 STA | $500 | $40.00 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 1,287.5 FT | $21.20 | $21.20 |
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN | 1,050 FT | $22.60 | $22.60 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $2,680 | $2,680 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,275 | $1,275 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $500 | $500 |
| 607E35000 FENCE REMOVED AND REBUILT | 1,146 FT | $9.75 | $9.75 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 8 EACH | $375 | $250 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $2,800 | $1,500 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $2,800 | $1,500 |
| 651E10000 TOPSOIL STOCKPILED | 2,395 CY | $8.00 | $8.80 |
| 652E10000 PLACING STOCKPILED TOPSOIL | 2,395 CY | $10.00 | $9.10 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 121 SY | $60.00 | $82.00 |
| 601E28000 DUMPED ROCK FILL, TYPE D | 260 CY | $105 | $103 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 20 CY | $145 | $121 |
| 659E00100 SOIL ANALYSIS TEST | 4 EACH | $50.00 | $125 |
| 659E10000 SEEDING AND MULCHING | 21,570 SY | $1.60 | $0.62 |
| 659E14000 REPAIR SEEDING AND MULCHING | 1,078 SY | $0.38 | $0.62 |
| 659E20000 COMMERCIAL FERTILIZER | 3.1 TON | $600 | $750 |
| 659E31000 LIME | 4.6 ACRE | $5.00 | $10.00 |
| 659E35000 WATER | 118 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 14,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.8 CY | $5,000 | $2,950 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 40 FT | $60.00 | $29.00 |
| 611E01500 6" CONDUIT, TYPE F | 40 FT | $80.00 | $18.70 |
| 611E02600 8" CONDUIT, TYPE F | 25 FT | $100 | $40.50 |
| 611E05200 12" CONDUIT, TYPE F, 707.05 TYPE C OR 707.21 | 283 FT | $130 | $88.00 |
| 611E98180 CATCH BASIN, NO. 3A | 4 EACH | $4,100 | $3,580 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 20 CY | $315 | $192 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2" DEPTH | 2 SY | $21.00 | $30.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 2 CY | $395 | $755 |
| 304E20000 AGGREGATE BASE | 93 CY | $95.00 | $104 |
| 452E13060 9.5" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 8 SY | $350 | $180 |
| 609E23000 COMBINATION CURB AND GUTTER, TYPE 4 | 927 FT | $32.50 | $27.75 |
| 609E24510 CURB, TYPE 4-C | 1,008 FT | $19.50 | $19.30 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 6 EACH | $240 | $124 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 624 FT | $16.80 | $14.50 |
| 625E29002 TRENCH, 24" DEEP | 614 FT | $9.90 | $16.00 |
| 625E30706 PULL BOX, 725.08, 24" | 2 EACH | $1,315 | $1,750 |
| 625E31511 PULL BOX REMOVED, AS PER PLAN | 1 EACH | $730 | $260 |
| 625E75800 DISCONNECT CIRCUIT | 1 EACH | $980 | $124 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 10 EACH | $65.00 | $65.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 22 EACH | $12.00 | $12.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 11 EACH | $12.00 | $12.00 |
| 630E06500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 35.5 FT | $45.00 | $45.00 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 2 EACH | $725 | $725 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $60.00 | $60.00 |
| 630E85600 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND REERECTIO | 1 EACH | $375 | $375 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 3 EACH | $85.00 | $85.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 2 EACH | $220 | $220 |
| 642E00300 CENTER LINE, TYPE 1 | 0.07 MILE | $20,000 | $20,000 |
| 644E00400 CHANNELIZING LINE, 8" | 235 FT | $2.00 | $2.00 |
| 644E01300 LANE ARROW | 2 EACH | $100 | $100 |
| 253E02000 PAVEMENT REPAIR | 20 CY | $920 | $850 |
| 407E20000 NON-TRACKING TACK COAT | 20 GAL | $2.75 | $2.75 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 10 CY | $735 | $735 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 30 HOUR | $90.00 | $105 |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 3 EACH | $15,000 | $18,000 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,120 | $2,120 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,220 | $2,220 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 2 EACH | $200 | $150 |
| 614E12600 REPLACEMENT DRUM | 10 EACH | $64.00 | $55.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 45 EACH | $8.00 | $5.50 |
| 614E13360 OBJECT MARKER, TWO WAY | 45 EACH | $16.00 | $12.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.05 MILE | $15,000 | $15,000 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.58 MILE | $10,000 | $10,000 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 780 FT | $1.50 | $1.50 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT | $12.00 | $12.00 |
| 616E10000 WATER | 231 MGAL | $35.00 | $10.00 |
| 617E10100 COMPACTED AGGREGATE | 50 CY | $90.00 | $90.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,250 FT | $36.50 | $33.25 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 6 SNMT | $750 | $4,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $160,000 | $155,000 |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $50,000 | $61,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $75,560 | $68,365 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $15,040 | $10,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 65,544 CY | $157.5 | $10.3M | 31% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 21,889 CY | $220 | $4.82M | 14% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 25,297 CY | $185 | $4.68M | 14% |
| 203E20000 EMBANKMENT | 34,063 CY | $33.5 | $1.14M | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,000,000 | $1.00M | 3% |
| 304E20000 AGGREGATE BASE | 13,740 CY | $70 | $962k | 3% |
| 203E20000 EMBANKMENT | 47,388 CY | $17 | $806k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $800,000 | $800k | 2% |
| 202E23000 PAVEMENT REMOVED | 33,323 SY | $22 | $733k | 2% |
| 321E17501 CRACKING AND SEATING NON-REINFORCED CONCRETE PAVEM | 487,062 SY | $1 | $487k | 1% |