LIC-US 40-13.15 (PART 1, PART 2, PART 3)
LIC County · est $6.7M
Bid dateThursday, December 1—
LIC County · est $6.7M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 216 more items below.
| Item | Quantity | R1Shelly Company | R2Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 14,263 SY | $37.75 | $65.50 | 10% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (3121 CY | $171 | $200 | 10% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 2,712 CY | $192 | $260 | 9% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 3,368 CY | $149 | $195 | 9% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $360,000 | $210,000 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $357,000 | $342,765 | 7% |
| 203E10000 EXCAVATION | 11,327 CY | $30.00 | $38.00 | 6% |
| 304E20000 AGGREGATE BASE | 3,653 CY | $90.00 | $115 | 6% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 1,364 CY | $211 | $285 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $275,000 | $200,000 | 5% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (1592 CY | $168 | $215 | 5% |
| 202E23000 PAVEMENT REMOVED | 11,563 SY | $20.00 | $15.00 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 64,164 SY | $2.42 | $3.25 | 3% |
| 611E20900 48" CONDUIT, TYPE B | 486 FT | $315 | $300 | 3% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 8,989 FT | $16.00 | $11.50 | 3% |
| 301E56100 ASPHALT CONCRETE BASE, PG64-22, (449), (DRIVEWAYS) | 799 CY | $180 | $225 | 3% |
| 206E10500 CEMENT | 581 TON | $216 | $200 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $75,000 | $45,000 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 5,247 FT | $14.00 | $17.00 | 1% |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 19,230 SY | $3.79 | $5.74 | 1% |
| Item | Quantity | R1Shelly Company | R2Kokosing Construction Company INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $46,000 | $5,500 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $500 | $950 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 630 FT | $30.00 | $30.00 |
| 202E35200 PIPE REMOVED, OVER 24" | 890 FT | $60.00 | $54.00 |
| 202E53100 MAILBOX REMOVED | 1 EACH | $100 | $325 |
| 202E58100 CATCH BASIN REMOVED | 7 EACH | $500 | $575 |
| 202E75250 GATE REMOVED | 1 EACH | $500 |
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 →
| $325 |
| 202E98100 REMOVAL MISC.:BIRDBATH | 1 EACH | $40.00 | $325 |
| 202E98100 REMOVAL MISC.:BOULDER | 1 EACH | $100 | $325 |
| 202E98100 REMOVAL MISC.:DECKING | 1 EACH | $100 | $300 |
| 202E98100 REMOVAL MISC.:POST | 4 EACH | $40.00 | $150 |
| 202E98100 REMOVAL MISC.:SHRUBS | 7 EACH | $50.00 | $170 |
| 202E98200 REMOVAL MISC.: CONDUIT | 100 FT | $10.00 | $20.00 |
| 202E98200 REMOVAL MISC.:FENCE | 575 FT | $8.00 | $2.50 |
| 203E20000 EMBANKMENT | 1,929 CY | $25.00 | $18.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 3 CY | $225 | $85.00 |
| 204E10000 SUBGRADE COMPACTION | 6,948 SY | $10.00 | $2.45 |
| 204E13000 EXCAVATION OF SUBGRADE | 443 CY | $30.00 | $40.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 842 CY | $70.00 | $85.00 |
| 204E45000 PROOF ROLLING | 10 HOUR | $650 | $310 |
| 204E50000 GEOTEXTILE FABRIC | 1,327 SY | $1.00 | $2.50 |
| 206E11000 CURING COAT | 19,230 SY | $1.39 | $1.20 |
| 206E30000 MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | 1 LS | $8,190 | $3,000 |
| 209E60500 LINEAR GRADING | 1 MILE | $1,250 | $7,500 |
| 516E13901 2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 1 SF | $350 | $350 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 4 EACH | $1,500 | $2,900 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 11 EACH | $200 | $2,300 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 1 EACH | $200 | $1,500 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 11 EACH | $200 | $325 |
| 690E98200 SPECIAL - MALTENE BASED LONGITUDINAL JOINT STABILI | 9,319 SF | $0.59 | $0.59 |
| 653E10001 TOPSOIL FURNISHED AND PLACED, AS PER PLAN | 390 CY | $50.00 | $90.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $98.00 | $100 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 9,318 SY | $0.68 | $1.60 |
| 659E14000 REPAIR SEEDING AND MULCHING | 466 SY | $0.87 | $4.00 |
| 659E15000 INTER-SEEDING | 466 SY | $0.87 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 1.26 TON | $890 | $1,000 |
| 659E31000 LIME | 1.93 ACRE | $154 | $10.00 |
| 659E35000 WATER | 26 MGAL | $1.00 | $5.00 |
| 670E00500 SLOPE EROSION PROTECTION | 3,502 SY | $1.39 | $2.00 |
| 670E00520 SLOPE EROSION PROTECTION MAT, TYPE B | 1,816 SY | $1.42 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,000 | $1,495 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $25,000 | $5,920 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $16,000 | $160 |
| 832E30000 EROSION CONTROL | 48,679 EACH | $1.00 | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 2,728 SY | $7.47 | $6.50 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 1 CY | $450 | $800 |
| 602E20000 CONCRETE MASONRY | 1.8 CY | $2,000 | $2,900 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 20 FT | $40.00 | $18.00 |
| 605E31100 AGGREGATE DRAINS | 20 FT | $22.00 | $30.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 157 FT | $35.00 | $39.00 |
| 611E00900 6" CONDUIT, TYPE B | 202 FT | $35.00 | $40.00 |
| 611E02500 8" CONDUIT, TYPE E | 25 FT | $32.00 | $68.00 |
| 611E03100 10" CONDUIT, TYPE B | 50 FT | $36.00 | $81.00 |
| 611E03600 10" CONDUIT, TYPE E | 25 FT | $35.00 | $93.00 |
| 611E04900 12" CONDUIT, TYPE D | 105 FT | $70.00 | $90.00 |
| 611E05900 15" CONDUIT, TYPE B | 308 FT | $180 | $145 |
| 611E06100 15" CONDUIT, TYPE C | 265 FT | $115 | $116 |
| 611E06400 15" CONDUIT, TYPE D | 155 FT | $90.00 | $120 |
| 611E08900 21" CONDUIT, TYPE B | 137 FT | $160 | $189 |
| 611E09100 21" CONDUIT, TYPE C | 134 FT | $160 | $150 |
| 611E10600 24" CONDUIT, TYPE C | 211 FT | $155 | $170 |
| 611E12400 27" CONDUIT, TYPE D | 179 FT | $165 | $187 |
| 611E13900 30" CONDUIT, TYPE D | 126 FT | $175 | $175 |
| 611E16400 36" CONDUIT, TYPE B | 150 FT | $355 | $278 |
| 611E16600 36" CONDUIT, TYPE C | 43 FT | $255 | $229 |
| 611E16900 36" CONDUIT, TYPE D | 64 FT | $240 | $231 |
| 611E19400 42" CONDUIT, TYPE B | 197 FT | $300 | $333 |
| 611E21100 48" CONDUIT, TYPE C | 31 FT | $320 | $315 |
| 611E97400 CONDUIT, MISC.: TYPE C FOR DRAINAGE DISCHARGE CONT | 50 FT | $60.00 | $65.00 |
| 611E97400 CONDUIT, MISC.: TYPE D FOR DRAINAGE DISCHARGE CONT | 50 FT | $60.00 | $65.00 |
| 611E97400 CONDUIT, MISC.: TYPE E FOR DRAINAGE DISCHARGE CONT | 50 FT | $60.00 | $65.00 |
| 611E98470 CATCH BASIN, NO. 2-2B | 6 EACH | $3,500 | $2,900 |
| 611E98510 CATCH BASIN, NO. 2-3 | 2 EACH | $4,000 | $6,100 |
| 611E98540 CATCH BASIN, NO. 2-4 | 2 EACH | $5,400 | $11,000 |
| 611E98570 CATCH BASIN, NO. 2-5 | 3 EACH | $6,500 | $7,500 |
| 611E99574 MANHOLE, NO. 3 | 2 EACH | $5,500 | $7,100 |
| 611E99700 SPECIAL - GAS VALVE BOX ADJUSTED TO GRADE | 2 EACH | $600 | $615 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 12 EACH | $400 | $620 |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 50 SY | $104 | $75.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 4,070 FT | $5.00 | $1.85 |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 50 SY | $245 | $200 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 3.25" | 6,196 SY | $3.20 | $5.50 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE (3.25 | 574 SY | $3.50 | $15.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE1.75" | 8,981 SY | $1.85 | $4.00 |
| 407E20000 NON-TRACKING TACK COAT | 4,545 GAL | $3.57 | $2.80 |
| 408E10001 PRIME COAT, AS PER PLAN | 440 GAL | $5.00 | $7.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 10 CY | $150 | $200 |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (313 CY | $185 | $225 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 225 CY | $285 | $250 |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 30 CY | $285 | $300 |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P ( | 100 SY | $225 | $130 |
| 617E10100 COMPACTED AGGREGATE | 10 CY | $375 | $150 |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN (2") | 62 CY | $155 | $150 |
| 618E40900 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 4,660 FT | $1.25 | $1.25 |
| 621E00100 RPM (1-WAY, WHITE) | 294 EACH | $54.20 | $38.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 144 EACH | $3.50 | $2.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 290 FT | $13.00 | $13.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 130 FT | $14.50 | $14.50 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 215 FT | $16.00 | $16.00 |
| 630E06100 GROUND MOUNTED SUPPORT, NO. 6 POST | 29 FT | $17.00 | $17.00 |
| 630E08600 SIGN POST REFLECTOR | 3 EACH | $45.00 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 411 SF | $17.00 | $17.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 88 EACH | $10.00 | $10.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL SIGNAL | 1 EACH | $300 | $625 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 50 EACH | $20.00 | $20.00 |
| 630E97700 SIGNING, MISC.:SIGNAL AHEAD SIGN WITH FLASHING BEA | 1 EACH | $7,000 | $500 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.5 MILE | $700 | $700 |
| 642E00300 CENTER LINE, TYPE 1 | 0.25 MILE | $1,200 | $1,200 |
| 644E00104 EDGE LINE, 6" | 2.7 MILE | $4,695 | $4,695 |
| 644E00300 CENTER LINE | 1.94 MILE | $6,514 | $6,514 |
| 644E00400 CHANNELIZING LINE, 8" | 3,564 FT | $1.65 | $1.65 |
| 644E00500 STOP LINE | 174 FT | $8.50 | $8.50 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 758 FT | $7.50 | $7.50 |
| 644E00900 ISLAND MARKING | 40 SF | $3.00 | $3.00 |
| 644E01300 LANE ARROW | 25 EACH | $115 | $115 |
| 644E01410 WORD ON PAVEMENT, 96" | 17 EACH | $145 | $145 |
| 644E01510 DOTTED LINE, 6" | 468 FT | $3.50 | $3.50 |
| 644E30000 REMOVAL OF PAVEMENT MARKING | 500 FT | $2.25 | $1.12 |
| 625E25604 CONDUIT, 4", 725.051 | 28 FT | $33.00 | $38.00 |
| 625E29000 TRENCH | 14 FT | $28.00 | $17.95 |
| 625E30706 PULL BOX, 725.08, 24" | 1 EACH | $1,100 | $1,300 |
| 625E32000 GROUND ROD | 5 EACH | $400 | $300 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 32 FT | $2.50 | $4.50 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL - SIGNAL CONTROLL | 1 EACH | $2,000 | $170 |
| 632E05007 VEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, | 4 EACH | $1,150 | $1,100 |
| 632E05087 VEHICULAR SIGNAL HEAD, (LED), 5-SECTION, 12" LENS, | 5 EACH | $1,800 | $2,200 |
| 632E25000 COVERING OF VEHICULAR SIGNAL HEAD | 17 EACH | $35.00 | $85.00 |
| 632E30200 MESSENGER WIRE, 7 STRAND, 3/8" DIAMETER WITH ACCES | 456 FT | $15.00 | $18.00 |
| 632E30600 TETHER WIRE, WITH ACCESSORIES | 456 FT | $20.00 | $16.00 |
| 632E40700 SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG | 1,126 FT | $3.50 | $6.00 |
| 632E64000 STRAIN POLE FOUNDATION | 4 EACH | $6,000 | $3,700 |
| 632E69200 POWER CABLE, 2 CONDUCTOR, NO. 4 AWG | 43 FT | $10.00 | $9.00 |
| 632E69900 SERVICE CABLE, 3 CONDUCTOR, NO. 4 AWG | 608 FT | $15.50 | $8.00 |
| 632E70001 POWER SERVICE, AS PER PLAN | 1 EACH | $3,100 | $17,000 |
| 632E86140 STRAIN POLE, TYPE TC-81.11, DESIGN 12 | 4 EACH | $12,000 | $16,000 |
| 632E90100 REMOVAL OF TRAFFIC SIGNAL INSTALLATION | 1 EACH | $6,000 | $2,500 |
| 633E65523 CABINET, TYPE 332L, AS PER PLAN | 1 EACH | $16,000 | $16,000 |
| 633E67101 CABINET FOUNDATION, AS PER PLAN | 1 EACH | $3,500 | $2,000 |
| 633E67201 CONTROLLER WORK PAD, AS PER PLAN | 1 EACH | $2,500 | $1,500 |
| 633E68511 COMMUNICATIONS, AS PER PLAN | 1 EACH | $1,000 | $1,000 |
| 633E75001 UNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS | 1 EACH | $8,500 | $10,000 |
| 809E64550 ETHERNET CABLE, OUTDOOR-RATED | 60 FT | $10.00 | $5.00 |
| 809E65990 ITS DEVICE, MISC.:, RELOCATE PTZ CAMERA | 1 EACH | $2,800 | $1,300 |
| 809E69000 ADVANCE RADAR DETECTION | 4 EACH | $9,000 | $9,550 |
| 809E69100 STOP LINE RADAR DETECTION | 4 EACH | $8,650 | $9,250 |
| 809E69123 ATC CONTROLLER, AS PER PLAN | 1 EACH | $750 | $1,700 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 25 CY | $120 | $200 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 250 HOUR | $75.00 | $90.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 960 FT | $7.50 | $0.20 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 | $2,200 |
| 614E12420 DETOUR SIGNING | 1 LS | $14,440 | $19,000 |
| 614E12460 WORK ZONE MARKING SIGN | 12 EACH | $90.00 | $90.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 47 CY | $325 | $150 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (ONE WAY) | 248 EACH | $7.50 | $2.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 248 EACH | $14.00 | $6.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 28 SNMT | $1,450 | $1,450 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 2.49 MILE | $1,100 | $2,425 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 1.34 MILE | $1,100 | $1,525 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 5.66 MILE | $965 | $1,950 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 6,058 FT | $1.00 | $0.50 |
| 614E25200 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 P | 140 FT | $3.50 | $8.95 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 112 FT | $4.00 | $11.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 196 FT | $4.00 | $8.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 19 EACH | $70.00 | $175 |
| 616E10000 WATER | 101 MGAL | $1.00 | $5.00 |
| 202E23500 WEARING COURSE REMOVED | 1,179 SY | $10.50 | $27.00 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 5.95 MILE | $1,125 | $1,500 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 5 EACH | $935 | $800 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 5 EACH | $935 | $800 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 5 EACH | $335 | $500 |
| 253E02000 PAVEMENT REPAIR | 250 CY | $260 | $520 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 520 SY | $2.20 | $15.50 |
| 407E20000 NON-TRACKING TACK COAT | 8,423 GAL | $3.57 | $2.80 |
| 408E10001 PRIME COAT, AS PER PLAN | 2,565 GAL | $5.00 | $7.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 42 CY | $390 | $720 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (A) | 212 FT | $23.50 | $23.50 |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 379 CY | $94.00 | $100 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 2.46 MILE | $2,375 | $2,500 |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 2.35 MILE | $10,000 | $22,000 |
| 621E00100 RPM | 230 EACH | $44.00 | $38.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 230 EACH | $8.25 | $2.00 |
| 644E00104 EDGE LINE, 6" | 5.97 MILE | $4,260 | $4,260 |
| 644E00300 CENTER LINE | 3.3 MILE | $4,040 | $4,040 |
| 644E00404 CHANNELIZING LINE, 12" | 2,231 FT | $2.15 | $2.15 |
| 644E00500 STOP LINE | 168 FT | $8.25 | $8.25 |
| 644E00620 CROSSWALK LINE, 12" | 844 FT | $4.00 | $4.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 50 FT | $9.40 | $9.40 |
| 644E01200 PARKING LOT STALL MARKING | 1,850 FT | $2.30 | $2.30 |
| 644E01300 LANE ARROW | 14 EACH | $110 | $110 |
| 644E01410 WORD ON PAVEMENT, 96" | 11 EACH | $140 | $140 |
| 644E01600 HANDICAP SYMBOL MARKING | 5 EACH | $115 | $115 |
| 644E20800 YIELD LINE | 36 FT | $11.60 | $11.60 |
| 646E10010 EDGE LINE, 6" | 0.11 MILE | $17,850 | $17,850 |
| 646E10200 CENTER LINE | 0.06 MILE | $31,480 | $31,480 |
| 646E10300 CHANNELIZING LINE, 8" | 283 FT | $4.65 | $4.65 |
| 646E20300 LANE ARROW | 2 EACH | $210 | $210 |
| 646E20410 WORD ON PAVEMENT, 96" | 1 EACH | $260 | $260 |
| 646E50000 REMOVAL OF PAVEMENT MARKING | 3 EACH | $95.00 | $95.00 |
| 646E50100 REMOVAL OF PAVEMENT MARKING | 283 FT | $1.50 | $1.50 |
| 646E50300 REMOVAL OF PAVEMENT MARKING | 0.17 MILE | $3,500 | $3,500 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,035 SY | $20.00 | $20.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 104 FT | $23.50 | $23.50 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 617 SY | $20.00 | $20.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN(B) | 108 FT | $23.50 | $23.50 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 16 HOUR | $75.00 | $90.00 |
| 614E12460 WORK ZONE MARKING SIGN | 18 EACH | $90.00 | $90.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 3 CY | $265 | $100 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 3.26 MILE | $785 | $1,750 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 3.26 MILE | $785 | $1,325 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 2,231 FT | $0.80 | $0.90 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 2,514 FT | $0.80 | $1.00 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 24 FT | $4.50 | $9.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 24 FT | $4.50 | $8.00 |
| 619E16010 FIELD OFFICE, TYPE B | 15 MNTH | $2,500 | $7,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $65,000 | $3,300 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $5,000 | $70,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 14,263 SY | $37.75 | $538k | 7% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (3121 CY | $170.5 | $532k | 7% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 2,712 CY | $191.5 | $519k | 7% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 3,368 CY | $148.5 | $500k | 6% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $360,000 | $360k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $357,000 | $357k | 5% |
| 203E10000 EXCAVATION | 11,327 CY | $30 | $340k | 4% |
| 304E20000 AGGREGATE BASE | 3,653 CY | $90 | $329k | 4% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 1,364 CY | $210.5 | $287k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $275,000 | $275k | 4% |