Fra-US 33-24.26 (Part 1 and Part 2)
Franklin County · est $13M
Bid dateThursday, April 5—
Franklin County · est $13M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 9.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 358 more items below.
| Item | Quantity | R1Complete General Construction Company | R2Shelly & Sands INC | R3Kokosing Construction Company INC | R4George J Igel & CO INC | % of bid |
|---|---|---|---|---|---|---|
| 606E10220 SPECIAL - NOISE BARRIER (REFLECTIVE), OVER 14' TO | 31,242 SF | $23.00 | $35.50 | $26.00 | $27.00 | 11% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 4,864 CY | $120 | $120 | $144 | $144 | 9% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,624 CY | $150 | $150 | $176 | $176 | 8% |
| 255E10501 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 1,805 SY | $280 |
| Item | Quantity | R1Complete General Construction Company | R2Shelly & Sands INC | R3Kokosing Construction Company INC | R4George J Igel & CO INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $148,375 | $65,000 | $90,000 | $92,000 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $440 | $150 | $380 | $300 |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 641 SY | $18.00 | $8.00 | $8.00 | $15.00 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 16,757 SY | $5.00 | $3.50 | $7.50 | $9.50 |
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 →
| $320 |
| $465 |
| $410 |
| 7% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 4,357 CY | $110 | $110 | $106 | $106 | 7% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 9,482 SY | $45.00 | $45.50 | $45.00 | $45.00 | 6% |
| 614E11000 MAINTAINING TRAFFIC(PART 1 AND PART 2) | 1 LS | $400,000 | $218,000 | $397,300 | $166,000 | 6% |
| 624E10000 MOBILIZATION(PART 1 AND PART 2) | 1 LS | $400,000 | $400,000 | $400,000 | $400,000 | 6% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $300,000 | $46,000 | $280,000 | $510,000 | 4% |
| 304E20000 AGGREGATE BASE | 6,833 CY | $39.00 | $48.00 | $52.00 | $55.00 | 4% |
| 203E10000 EXCAVATION | 21,837 CY | $12.00 | $8.00 | $12.00 | $11.50 | 4% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,515 CY | $170 | $170 | $177 | $177 | 4% |
| 832E30000 EROSION CONTROL | 250,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 4% |
| 622E41000 PORTABLE BARRIER, 32" | 24,440 FT | $10.00 | $10.50 | $10.00 | $12.50 | 4% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 338 CY | $700 | $860 | $850 | $940 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 166,887 LB | $1.34 | $1.28 | $1.45 | $1.50 | 3% |
| 203E20000 EMBANKMENT | 23,875 CY | $9.00 | $6.50 | $5.50 | $7.60 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $180,000 | $46,500 | $155,000 | $310,000 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 106,557 LB | $1.60 | $1.51 | $1.65 | $1.70 | 2% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 209 CY | $800 | $980 | $900 | $920 | 2% |
| 44 FT |
| $17.00 |
| $35.00 |
| $22.00 |
| $21.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 111 FT | $26.00 | $10.00 | $30.00 | $14.00 |
| 202E35200 PIPE REMOVED, OVER 24" | 8 FT | $70.00 | $10.00 | $40.00 | $50.00 |
| 202E38000 GUARDRAIL REMOVED | 10,878 FT | $1.60 | $1.50 | $1.50 | $1.50 |
| 202E47800 IMPACT ATTENUATOR REMOVED | 5 EACH | $320 | $250 | $250 | $250 |
| 202E58100 CATCH BASIN REMOVED | 5 EACH | $340 | $220 | $810 | $300 |
| 202E75800 DISCONNECT EXISTING CIRCUIT | 1 EACH | $225 | $225 | $457 | $450 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 191 CY | $50.00 | $43.50 | $42.00 | $40.00 |
| 203E35130 GRANULAR MATERIAL, TYPE D | 776 CY | $36.00 | $30.00 | $53.00 | $46.00 |
| 209E10000 DITCH CLEANOUT | 1,285 FT | $24.00 | $5.00 | $2.00 | $6.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 46 STA | $45.00 | $1.00 | $0.50 | $160 |
| 606E15050 GUARDRAIL, TYPE MGS | 8,348 FT | $15.60 | $16.00 | $16.00 | $16.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,640 FT | $16.80 | $17.00 | $17.00 | $17.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 12 EACH | $2,140 | $2,100 | $2,100 | $2,100 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 10 EACH | $795 | $850 | $850 | $850 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 13 EACH | $2,075 | $1,950 | $1,950 | $1,950 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 8 EACH | $485 | $400 | $400 | $400 |
| 606E55000 SPECIAL - CABLE BARRIER | 2,924 FT | $15.50 | $15.80 | $15.80 | $15.80 |
| 606E55150 SPECIAL - CABLE BARRIER, ANCHOR ASSEMBLY | 4 EACH | $3,240 | $3,250 | $3,250 | $3,250 |
| 606E60028 IMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL)65 MPH De | 4 EACH | $31,275 | $28,000 | $28,000 | $28,000 |
| 606E60022 IMPACT ATTENUATOR, TYPE 2 (UNIDIRECTIONAL) | 1 EACH | $23,950 | $15,000 | $15,000 | $15,000 |
| 609E24000 CURB, TYPE 4-A | 279 FT | $18.00 | $28.00 | $3.50 | $42.00 |
| 609E24510 CURB, TYPE 4-C | 131 FT | $36.00 | $32.00 | $34.00 | $61.00 |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 1,585 FT | $52.00 | $54.00 | $43.00 | $48.00 |
| 622E25010 CONCRETE BARRIER END SECTION, TYPE D, REINFORCED | 2 EACH | $3,250 | $3,250 | $2,700 | $7,200 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 14 EACH | $2,000 | $1,900 | $2,200 | $4,400 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $75,000 | $30,000 | $55,000 | $35,860 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT | 490 FT | $17.00 | $11.00 | $8.00 | $12.50 |
| 204E10000 SUBGRADE COMPACTION | 23,308 SY | $1.50 | $1.49 | $2.00 | $2.50 |
| 204E45000 PROOF ROLLING | 7.8 HOUR | $280 | $180 | $180 | $150 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 10,985 FT | $2.00 | $2.50 | $2.50 | $2.00 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (1 | 4,683 SY | $4.55 | $4.55 | $1.25 | $1.25 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (1 | 64,590 SY | $2.50 | $2.50 | $1.25 | $1.25 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (V | 18,772 SY | $5.00 | $5.00 | $1.35 | $1.35 |
| 255E10501 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 136 SY | $325 | $300 | $530 | $490 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 8,386 FT | $3.40 | $2.75 | $3.40 | $3.25 |
| 407E20000 NON-TRACKING TACK COAT | 12,220 GAL | $2.70 | $2.70 | $3.25 | $3.25 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 10,006 CY | $9.50 | $9.50 | $0.85 | $0.85 |
| 451E32000 SPECIAL - PRESSURE RELIEF JOINT, TYPE C | 119 FT | $100 | $135 | $194 | $194 |
| 618E40600 RUMBLE STRIPS, (ASPHALT CONCRETE) | 7.34 MILE | $760 | $545 | $918 | $990 |
| 823E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) (BO | 4 CY | $1,500 | $2,000 | $1,300 | $540 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 22,771 LB | $3.25 | $3.25 | $0.61 | $0.61 |
| 621E00100 RPM, 2-WAY WHITE/RED | 533 EACH | $22.00 | $22.00 | $23.07 | $20.99 |
| 621E00100 RPM, 2-WAY YELLOW/RED | 344 EACH | $22.00 | $22.00 | $23.07 | $21.09 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 668 EACH | $10.00 | $8.00 | $1.75 | $9.00 |
| 625E32000 GROUND ROD | 6 EACH | $230 | $230 | $300 | $300 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE WAY | 146 EACH | $6.40 | $7.00 | $8.50 | $8.50 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 54.4 FT | $9.00 | $9.00 | $9.00 | $9.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 169.6 FT | $10.00 | $9.50 | $9.50 | $9.50 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 31.7 FT | $12.00 | $11.00 | $11.00 | $11.00 |
| 630E06400 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | 60.9 FT | $18.00 | $11.00 | $11.00 | $11.00 |
| 630E07500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 | 114.9 FT | $34.00 | $24.50 | $24.50 | $24.50 |
| 630E07600 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 42.4 FT | $22.00 | $14.50 | $14.50 | $14.50 |
| 630E08000 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W12X30 | 59.6 FT | $42.00 | $34.00 | $34.00 | $34.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 12 EACH | $365 | $350 | $350 | $350 |
| 630E20800 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 8 | 1 EACH | $15,850 | $15,000 | $15,000 | $15,000 |
| 630E21000 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 10 | 3 EACH | $19,800 | $16,500 | $16,500 | $16,500 |
| 630E45500 OVERHEAD SIGN SUPPORT, TYPE TC-7.65, DESIGN 8 | 1 EACH | $29,750 | $29,500 | $29,500 | $29,500 |
| 630E75000 SIGN ATTACHMENT ASSEMBLY | 10 EACH | $530 | $475 | $475 | $475 |
| 630E80100 SIGN, FLAT SHEET | 130 SF | $13.20 | $14.50 | $14.50 | $14.50 |
| 630E80224 SIGN, OVERHEAD EXTRUSHEET | 1,258 SF | $17.40 | $17.00 | $17.00 | $17.00 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 8 EACH | $835 | $1,100 | $1,100 | $1,100 |
| 630E84510 RIGID OVERHEAD SIGN SUPPORT FOUNDATION | 6 EACH | $4,650 | $5,500 | $5,500 | $5,500 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 19 EACH | $10.00 | $15.00 | $15.00 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $45.00 | $75.00 | $75.00 | $75.00 |
| 630E85400 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL | 3 EACH | $225 | $100 | $100 | $100 |
| 630E85600 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND REERECTIO | 6 EACH | $350 | $450 | $450 | $450 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 30 EACH | $15.00 | $15.00 | $15.00 | $15.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 12 EACH | $195 | $300 | $300 | $300 |
| 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | 5 EACH | $215 | $225 | $225 | $225 |
| 630E89702 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL | 1 EACH | $1,550 | $1,250 | $1,250 | $1,250 |
| 644E00104 EDGE LINE, 6" | 10.36 MILE | $2,755 | $2,422 | $2,463 | $2,300 |
| 644E00204 LANE LINE, 6" | 4.54 MILE | $1,550 | $1,100 | $1,119 | $1,200 |
| 644E00404 CHANNELIZING LINE, 12" | 8,271 FT | $1.75 | $1.50 | $1.53 | $1.60 |
| 644E00500 STOP LINE | 67 FT | $6.00 | $6.00 | $6.10 | $10.05 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 333 FT | $6.00 | $5.00 | $5.09 | $9.90 |
| 644E01510 DOTTED LINE, 6" | 8,343 FT | $0.90 | $1.00 | $1.02 | $1.00 |
| 625E25300 CONDUIT, 1-1/2", 725.04 | 102 FT | $16.00 | $6.00 | $13.67 | $13.46 |
| 625E25400 CONDUIT, 2", 725.04 | 40 FT | $19.00 | $7.00 | $15.50 | $15.27 |
| 625E25750 CONDUIT, 4", MULTICELL, 725.20 , EPC-40(TRAFFIC SU | 767 FT | $22.00 | $23.00 | $19.14 | $18.85 |
| 625E25902 CONDUIT, JACKED OR DRILLED, 725.04, 1-1/2" | 88 FT | $28.00 | $30.00 | $11.63 | $11.46 |
| 625E25920 CONDUIT, MISC.: JACKED OR DRILLED, 725.20, 4", EPC | 85 FT | $50.00 | $45.00 | $36.07 | $35.53 |
| 625E29010 TRENCH, 30" DEEP | 172 FT | $12.00 | $9.00 | $8.92 | $8.79 |
| 625E30700 PULL BOX, 725.08, 18" | 3 EACH | $900 | $700 | $739 | $728 |
| 625E30710 PULL BOX, 725.08, 32" | 6 EACH | $2,000 | $2,050 | $931 | $918 |
| 625E31510 PULL BOX REMOVED | 2 EACH | $200 | $150 | $209 | $206 |
| 625E36000 PLASTIC CAUTION TAPE | 172 FT | $0.75 | $0.20 | $0.16 | $0.16 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 3 EACH | $1,400 | $1,400 | $1,902 | $1,874 |
| 632E65200 LOOP DETECTOR LEAD-IN CABLE | 80 FT | $1.50 | $1.50 | $2.42 | $2.38 |
| 632E69200 POWER CABLE, 2 CONDUCTOR, NO. 4 AWG | 275 FT | $3.50 | $3.60 | $2.84 | $2.80 |
| 809E65990 ITS DEVICE, MISC.:REPLACE VX21 ROAD SENSOR | 1 EACH | $5,000 | $3,000 | $2,538 | $2,500 |
| 625E29931 MEDIAN JUNCTION BOX, AS PER PLAN | 4 EACH | $2,200 | $1,850 | $2,104 | $2,072 |
| 203E10000 EXCAVATION | 120 CY | $22.00 | $17.00 | $8.00 | $17.00 |
| 203E20000 EMBANKMENT | 1,000 CY | $15.00 | $9.50 | $15.00 | $5.82 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE; 1.5" OR AS DIR | 2,589 SY | $5.00 | $5.00 | $5.90 | $5.90 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 40 CY | $60.00 | $50.00 | $49.00 | $60.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 423 CY | $65.00 | $58.00 | $59.00 | $22.00 |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $15,000 | $175,000 | $150 | $285,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 1,750 HOUR | $80.00 | $68.00 | $85.00 | $74.00 |
| 614E11500 WORKSITE TRAFFIC SUPERVISOR | 18 MNTH | $3,000 | $9,000 | $4,500 | $1,500 |
| 614E12336 WORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) | 18 EACH | $3,000 | $1,900 | $1,500 | $1,900 |
| 614E12420 DETOUR SIGNING | 1 LS | $100,000 | $59,900 | $45,000 | $92,800 |
| 614E12460 WORK ZONE MARKING SIGN | 24 EACH | $140 | $275 | $220 | $275 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 21 EACH | $145 | $390 | $290 | $390 |
| 614E12500 REPLACEMENT SIGN | 10 EACH | $300 | $200 | $260 | $200 |
| 614E12600 REPLACEMENT DRUM | 25 EACH | $70.00 | $50.00 | $60.00 | $50.00 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 1,790 EACH | $11.00 | $8.50 | $12.00 | $6.81 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 100 CY | $240 | $325 | $150 | $150 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 , ONE WAY | 1,467 EACH | $8.00 | $4.85 | $5.00 | $6.50 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 , ONE WAY | 111 EACH | $10.00 | $5.00 | $9.00 | $11.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 600 EACH | $12.00 | $12.50 | $11.25 | $11.00 |
| 614E18000 MAINTAINING TRAFFIC, MISC.: BRIDGE DECK AND PAVEM | 25,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 4 SNMT | $1,490 | $1,050 | $750 | $750 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 10 SNMT | $600 | $975 | $1,450 | $750 |
| 614E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 70 SNMT | $470 | $900 | $325 | $700 |
| 614E20000 WORK ZONE LANE LINE, CLASS I, 4" | 12.17 MILE | $750 | $485 | $503 | $485 |
| 614E20000 WORK ZONE LANE LINE, CLASS I, 4", SPRAY THERMOPLAS | 2.5 MILE | $750 | $600 | $622 | $600 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 28.81 MILE | $1,100 | $890 | $922 | $890 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4", SPRAY THERMOPLAS | 6.25 MILE | $1,500 | $960 | $995 | $960 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 20,825 FT | $0.90 | $0.70 | $0.73 | $0.70 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8", SPRAY TH | 6,000 FT | $1.25 | $0.90 | $0.93 | $0.90 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 20,723 FT | $0.75 | $0.45 | $0.47 | $0.45 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I, SPRAY THERMOPLASTI | 6,500 FT | $0.75 | $0.75 | $0.78 | $0.75 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $130,000 | $70,000 | $37,000 | $50,000 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 1,000 SY | $35.00 | $30.00 | $38.00 | $38.00 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 150 SY | $55.00 | $52.00 | $55.50 | $55.50 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 1,800 SY | $30.00 | $30.00 | $25.00 | $25.00 |
| 616E10000 WATER | 1,200 MGAL | $55.00 | $48.00 | $20.00 | $28.00 |
| 873E10000 WET REFLECTIVE REMOVABLE TAPE | 17,330 FT | $2.50 | $1.60 | $2.25 | $1.60 |
| 896E00012 PORTABLE NON-INTRUSIVE TRAFFIC SENSOR, CLASS II | 28 SNMT | $555 | $1,160 | $1,550 | $969 |
| 896E00021 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $900 | $1,000 | $1,150 | $900 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $80,000 | $29,500 | $40,000 | $38,000 |
| 202E22900 APPROACH SLAB REMOVED | 200 SY | $42.00 | $34.00 | $40.00 | $34.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $35,000 | $25,000 | $20,000 | $22,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $5,000 | $8,500 | $7,000 | $7,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $12,000 | $16,000 | $8,000 | $14,000 |
| 507E00500 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 85 FT | $10.00 | $29.00 | $20.00 | $24.00 |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 95 FT | $54.00 | $23.50 | $32.00 | $34.00 |
| 507E00700 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 64 FT | $10.00 | $45.00 | $38.00 | $38.00 |
| 507E00750 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 100 FT | $82.00 | $49.00 | $50.00 | $52.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 20,770 LB | $1.61 | $1.89 | $1.55 | $1.40 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 208 LB | $2.00 | $0.84 | $3.00 | $2.70 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 264 EACH | $17.00 | $30.00 | $5.00 | $18.00 |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 54 CY | $1,200 | $1,470 | $1,250 | $1,100 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 27 CY | $900 | $684 | $725 | $800 |
| 511E42512 CLASS QC1 CONCRETE WITH QC/QA, PIER CAP | 3 CY | $2,000 | $4,750 | $1,200 | $6,200 |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 13 CY | $1,700 | $1,500 | $1,500 | $910 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 333 SY | $18.50 | $19.00 | $18.50 | $20.00 |
| 512E33000 TYPE 2 WATERPROOFING | 37 SY | $20.00 | $28.00 | $25.00 | $24.00 |
| 518E12300 SCUPPERS, INCLUDING SUPPORTS | 11 EACH | $960 | $1,150 | $1,000 | $1,050 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 9 CY | $195 | $138 | $95.00 | $130 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 52 FT | $12.00 | $4.00 | $9.00 | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 36 FT | $19.00 | $4.50 | $14.00 | $13.27 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 75 SF | $110 | $100 | $95.00 | $104 |
| 523E20000 DYNAMIC LOAD TESTING | 2 EACH | $3,500 | $3,200 | $3,600 | $2,533 |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 272 SY | $270 | $382 | $310 | $320 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 87 CY | $72.00 | $75.00 | $110 | $110 |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 427 SY | $60.00 | $125 | $80.00 | $140 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 427 SY | $80.00 | $74.00 | $75.00 | $93.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 6 CY | $159 | $158 | $175 | $180 |
| 848E50000 HAND CHIPPING | 11 SY | $80.00 | $128 | $400 | $150 |
| 848E50100 TEST SLAB | 1 LS | $600 | $1,100 | $500 | $700 |
| 848E50200 FULL-DEPTH REPAIR | 8 CY | $750 | $355 | $2,100 | $1,200 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (3 3/4" THICK) | 427 SY | $14.00 | $20.00 | $13.00 | $30.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 103 SY | $12.00 | $30.00 | $130 | $75.00 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $80,000 | $30,000 | $40,000 | $42,000 |
| 202E22900 APPROACH SLAB REMOVED | 185 SY | $42.00 | $34.00 | $40.00 | $38.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $35,000 | $29,200 | $25,000 | $22,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $5,000 | $8,700 | $10,000 | $14,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $14,000 | $9,900 | $16,000 | $14,000 |
| 507E00500 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 295 FT | $10.00 | $26.00 | $20.00 | $18.00 |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 330 FT | $57.00 | $23.00 | $32.00 | $34.00 |
| 507E00700 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 192 FT | $10.00 | $45.00 | $38.00 | $30.00 |
| 507E00750 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 300 FT | $82.00 | $47.00 | $50.00 | $52.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 40,281 LB | $1.15 | $1.42 | $1.25 | $1.20 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 403 LB | $2.00 | $0.84 | $3.00 | $2.80 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 308 EACH | $16.00 | $30.00 | $5.00 | $26.00 |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 137 CY | $1,050 | $958 | $1,050 | $1,000 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 27 CY | $900 | $670 | $725 | $800 |
| 511E42512 CLASS QC1 CONCRETE WITH QC/QA, PIER CAP | 8 CY | $1,900 | $2,630 | $1,200 | $4,000 |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 22 CY | $1,400 | $1,400 | $1,250 | $900 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 392 SY | $18.50 | $19.00 | $18.50 | $20.00 |
| 512E33000 TYPE 2 WATERPROOFING | 46 SY | $20.00 | $29.00 | $25.00 | $22.00 |
| 518E12300 SCUPPERS, INCLUDING SUPPORTS | 5 EACH | $960 | $1,150 | $1,000 | $1,050 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 14 CY | $200 | $182 | $95.00 | $115 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 80 FT | $11.00 | $4.25 | $9.00 | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 36 FT | $19.00 | $4.26 | $14.00 | $13.27 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 75 SF | $110 | $100 | $95.00 | $104 |
| 523E20000 DYNAMIC LOAD TESTING | 2 EACH | $3,500 | $3,200 | $3,600 | $2,533 |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 339 SY | $250 | $383 | $310 | $320 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 148 CY | $87.00 | $72.00 | $110 | $105 |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 396 SY | $60.00 | $145 | $80.00 | $140 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 396 SY | $86.00 | $80.00 | $75.00 | $97.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 6 CY | $159 | $158 | $175 | $180 |
| 848E50000 HAND CHIPPING | 11 SY | $80.00 | $255 | $400 | $150 |
| 848E50100 TEST SLAB | 1 LS | $600 | $1,100 | $500 | $700 |
| 848E50200 FULL-DEPTH REPAIR | 7 CY | $750 | $375 | $2,100 | $1,200 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED(3 3/4" THICK) | 396 SY | $14.00 | $21.00 | $13.00 | $32.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 102 SY | $12.00 | $29.00 | $130 | $80.00 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $70,000 | $75,000 | $70,000 | $68,000 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $52.00 | $36.00 | $40.00 | $40.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $33,000 | $23,000 | $25,000 | $33,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $12,000 | $19,300 | $8,000 | $14,000 |
| 507E00500 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 540 FT | $10.00 | $24.00 | $20.00 | $18.00 |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 600 FT | $40.00 | $23.00 | $32.00 | $32.00 |
| 507E00600 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 1,500 FT | $10.00 | $19.00 | $18.00 | $16.00 |
| 507E00650 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,650 FT | $50.00 | $32.50 | $45.00 | $42.00 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 1,066 LB | $1.71 | $0.84 | $1.50 | $3.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 556 EACH | $16.00 | $30.00 | $5.00 | $26.00 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 99 CY | $480 | $520 | $475 | $340 |
| 511E40512 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 161 CY | $550 | $690 | $575 | $520 |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 86 CY | $700 | $790 | $700 | $530 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 57 CY | $370 | $355 | $400 | $410 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 2,645 SY | $18.50 | $19.00 | $18.50 | $20.28 |
| 512E33000 TYPE 2 WATERPROOFING | 25 SY | $20.00 | $27.00 | $25.00 | $32.00 |
| 515E14021 STRAIGHT STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM | 4 EACH | $19,000 | $19,900 | $24,500 | $18,000 |
| 515E14021 STRAIGHT STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM | 4 EACH | $19,000 | $17,650 | $24,500 | $18,000 |
| 515E20001 INTERMEDIATE DIAPHRAGMS, AS PER PLAN | 14 EACH | $2,100 | $1,200 | $1,800 | $2,600 |
| 516E12201 STRUCTURAL STEEL EXPANSION JOINT, AS PER PLAN | 134 FT | $525 | $452 | $400 | $400 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 16 EACH | $640 | $902 | $500 | $450 |
| 518E12300 SCUPPERS, INCLUDING SUPPORTS | 6 EACH | $1,075 | $1,150 | $1,000 | $1,150 |
| 518E12500 SCUPPER, MISC.:UNPLUG SCUPPER | 13 EACH | $235 | $70.00 | $150 | $80.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 35 CY | $80.00 | $145 | $95.00 | $86.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 63 FT | $12.00 | $5.00 | $9.00 | $14.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $18.00 | $4.30 | $14.00 | $16.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 125 SF | $90.00 | $100 | $95.00 | $104 |
| 523E20000 DYNAMIC LOAD TESTING | 2 EACH | $3,500 | $3,200 | $3,600 | $2,533 |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 280 SY | $290 | $370 | $310 | $380 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 139 CY | $78.00 | $74.00 | $110 | $95.00 |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 1,061 SY | $60.00 | $92.00 | $80.00 | $75.00 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 1,061 SY | $85.00 | $65.00 | $75.00 | $76.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 13 CY | $159 | $158 | $175 | $180 |
| 848E50000 HAND CHIPPING | 22 SY | $80.00 | $125 | $400 | $150 |
| 848E50100 TEST SLAB | 1 LS | $600 | $1,100 | $500 | $700 |
| 848E50200 FULL-DEPTH REPAIR | 1 CY | $750 | $750 | $2,100 | $5,000 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED(3" THICK) | 1,061 SY | $14.00 | $12.00 | $13.00 | $29.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 219 SY | $12.00 | $43.00 | $130 | $80.00 |
| 511E33417 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 36 CY | $660 | $856 | $900 | $1,050 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $75,000 | $77,000 | $70,000 | $71,500 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $50.00 | $36.00 | $40.00 | $40.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $50,000 | $30,000 | $40,000 | $72,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $20,000 | $11,000 | $16,000 | $14,000 |
| 507E00500 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 800 FT | $10.00 | $17.50 | $20.00 | $17.00 |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 900 FT | $40.00 | $22.00 | $32.00 | $32.00 |
| 507E00600 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 2,400 FT | $10.00 | $19.00 | $18.00 | $17.00 |
| 507E00650 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 2,640 FT | $50.00 | $32.00 | $45.00 | $42.00 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 1,669 LB | $1.44 | $0.90 | $1.50 | $2.80 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 798 EACH | $16.00 | $28.00 | $5.00 | $25.00 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 101 CY | $460 | $515 | $450 | $345 |
| 511E40512 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 285 CY | $500 | $626 | $575 | $540 |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 144 CY | $700 | $750 | $575 | $550 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 101 CY | $365 | $375 | $400 | $430 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 3,016 SY | $18.50 | $19.00 | $18.50 | $20.28 |
| 512E33000 TYPE 2 WATERPROOFING | 25 SY | $20.00 | $40.00 | $25.00 | $32.00 |
| 515E14021 STRAIGHT STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM | 8 EACH | $19,000 | $18,450 | $23,000 | $18,000 |
| 515E14021 STRAIGHT STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM | 8 EACH | $19,000 | $17,300 | $23,000 | $18,000 |
| 515E20001 INTERMEDIATE DIAPHRAGMS, AS PER PLAN | 28 EACH | $2,100 | $1,150 | $1,800 | $2,600 |
| 516E12201 STRUCTURAL STEEL EXPANSION JOINT, AS PER PLAN | 164 FT | $535 | $450 | $400 | $400 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 32 EACH | $640 | $670 | $500 | $420 |
| 518E12300 SCUPPERS, INCLUDING SUPPORTS | 16 EACH | $1,075 | $1,150 | $1,000 | $1,150 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 57 CY | $90.00 | $121 | $100 | $95.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 112 FT | $9.00 | $5.00 | $9.00 | $11.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 80 FT | $12.00 | $4.00 | $14.00 | $10.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 125 SF | $90.00 | $100 | $95.00 | $104 |
| 523E20000 DYNAMIC LOAD TESTING | 2 EACH | $3,500 | $3,200 | $3,600 | $2,533 |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 348 SY | $265 | $360 | $310 | $350 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 148 CY | $80.00 | $72.00 | $110 | $110 |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 1,061 SY | $60.00 | $90.00 | $80.00 | $75.00 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 1,061 SY | $85.00 | $65.00 | $75.00 | $76.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 13 CY | $159 | $158 | $175 | $180 |
| 848E50000 HAND CHIPPING | 22 SY | $80.00 | $125 | $400 | $150 |
| 848E50100 TEST SLAB | 1 LS | $600 | $1,100 | $500 | $700 |
| 848E50200 FULL-DEPTH REPAIR | 1 CY | $750 | $750 | $2,100 | $5,000 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED(3" THICK) | 1,061 SY | $14.00 | $12.00 | $13.00 | $29.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 219 SY | $12.00 | $64.00 | $130 | $80.00 |
| 511E33417 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 63 CY | $600 | $850 | $875 | $1,050 |
| 601E21050 TIED CONCRETE BLOCK MAT, TYPE 1 | 32.2 SY | $105 | $140 | $135 | $100 |
| 601E21060 TIED CONCRETE BLOCK MAT, TYPE 2 | 110 SY | $70.00 | $50.00 | $56.00 | $99.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 8 CY | $160 | $225 | $270 | $210 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 | $50.00 | $55.00 | $50.00 |
| 659E00300 TOPSOIL | 5,956 CY | $12.00 | $1.50 | $7.50 | $18.50 |
| 659E10000 SEEDING AND MULCHING | 49,660 SY | $0.45 | $0.45 | $0.47 | $0.46 |
| 659E14000 REPAIR SEEDING AND MULCHING | 2,262 SY | $0.45 | $0.45 | $0.45 | $0.46 |
| 659E15000 INTER-SEEDING | 2,262 SY | $0.25 | $0.25 | $0.25 | $0.46 |
| 659E20000 COMMERCIAL FERTILIZER | 6.1 TON | $400 | $400 | $400 | $605 |
| 659E31000 LIME | 9.4 ACRE | $5.00 | $5.00 | $5.00 | $70.00 |
| 659E35000 WATER | 244 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 659E40000 MOWING | 102 MSF | $8.50 | $8.50 | $8.50 | $12.00 |
| 670E00200 VEGETATED SWALE EROSION PROTECTION | 484 SY | $1.75 | $1.75 | $1.75 | $2.20 |
| 670E00500 SLOPE EROSION PROTECTION | 7,966 SY | $2.10 | $2.10 | $2.10 | $1.73 |
| 670E00700 DITCH EROSION PROTECTION | 252 SY | $2.00 | $2.00 | $2.00 | $3.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,500 | $2,450 | $3,945 | $21,600 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $25,000 | $25,000 | $29,000 | $18,127 |
| 602E20000 CONCRETE MASONRY | 2 CY | $1,400 | $1,250 | $1,300 | $1,150 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 9,579 FT | $9.00 | $12.00 | $8.25 | $10.50 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 1,534 FT | $10.00 | $13.50 | $7.50 | $14.00 |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 5,667 FT | $7.50 | $9.00 | $7.00 | $8.50 |
| 611E01500 6" CONDUIT, TYPE F | 834 FT | $11.50 | $30.00 | $24.00 | $31.00 |
| 611E05900 15" CONDUIT, TYPE B | 486 FT | $75.00 | $68.00 | $72.00 | $64.00 |
| 611E06100 15" CONDUIT, TYPE C | 608 FT | $60.00 | $56.00 | $70.00 | $51.00 |
| 611E08100 18" CONDUIT, TYPE E, FOR DRAINAGE CONNECTION | 400 FT | $27.50 | $58.00 | $85.00 | $43.00 |
| 611E13200 30" CONDUIT, TYPE A, 706.02 | 17 FT | $200 | $200 | $200 | $140 |
| 611E98410 CATCH BASIN, NO. 8 | 2 EACH | $3,400 | $4,250 | $4,400 | $3,600 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $600 | $750 | $1,800 | $570 |
| 611E99114 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D | 6 EACH | $7,600 | $8,000 | $9,500 | $8,800 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $3,000 | $3,000 | $3,500 | $1,800 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 18 EACH | $200 | $250 | $400 | $235 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 6 EACH | $125 | $110 | $92.79 | $91.40 |
| 625E15301 LIGHT TOWER FOUNDATION, 36" X 30' DEEP, AS PER PLA | 1 EACH | $11,000 | $8,900 | $8,909 | $8,775 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 556 FT | $12.00 | $8.90 | $7.99 | $7.87 |
| 625E29002 TRENCH, 24" DEEP | 431 FT | $8.00 | $8.00 | $8.29 | $8.17 |
| 625E30700 PULL BOX, 725.08, 18" | 8 EACH | $900 | $700 | $739 | $728 |
| 625E32000 GROUND ROD | 2 EACH | $230 | $200 | $256 | $252 |
| 625E34011 POWER SERVICE REFURBISHED, AS PER PLAN | 1 EACH | $2,000 | $5,200 | $6,142 | $6,050 |
| 625E35021 RE-ERECT EXISTING LIGHT TOWER, AS PER PLAN | 1 EACH | $1,600 | $4,700 | $1,683 | $1,658 |
| 625E36000 PLASTIC CAUTION TAPE | 431 FT | $0.75 | $0.20 | $0.16 | $0.16 |
| 625E75540 LIGHT TOWER FOUNDATION REMOVED | 1 EACH | $800 | $369 | $1,277 | $1,258 |
| 625E25400 CONDUIT, 2", 725.04 | 1,980 FT | $18.50 | $21.00 | $15.50 | $15.27 |
| 606E10200 SPECIAL - NOISE BARRIER (REFLECTIVE), 10' HEIGHT A | 1,122 SF | $23.00 | $50.00 | $26.00 | $51.00 |
| 606E10210 SPECIAL - NOISE BARRIER (REFLECTIVE), OVER 10' TO | 4,524 SF | $23.00 | $40.00 | $26.00 | $29.00 |
| 832E30000 EROSION CONTROL | 500 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 625E23000 NO. 4 AWG 600 VOLT DISTRIBUTION CABLE | 750 FT | $3.00 | $2.50 | $2.97 | $2.93 |
| 625E25400 CONDUIT, 2", 725.04 | 58 FT | $51.00 | $28.00 | $15.50 | $15.27 |
| 625E98200 LIGHTING, MISC.:MAINTAIN EXISTING LIGHTING CIRCUIT | 1 LS | $12,000 | $7,950 | $15,558 | $15,325 |
| 646E10000 EDGE LINE, 4" | 0.16 MILE | $10,152 | $16,500 | $16,500 | $27,520 |
| 646E10110 LANE LINE, 6" | 0.11 MILE | $9,924 | $33,000 | $33,000 | $26,840 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 50 FT | $14.95 | $39.00 | $39.00 | $25.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $80.00 | $70.00 | $85.00 | $74.00 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 3 EACH | $5,000 | $1,900 | $2,100 | $1,900 |
| 614E12420 DETOUR SIGNING | 1 LS | $1,600 | $59,900 | $1,200 | $3,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 28 EACH | $10.00 | $8.00 | $5.00 | $7.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 28 EACH | $12.00 | $20.00 | $12.00 | $11.50 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $600 | $950 | $675 | $900 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 0.11 MILE | $750 | $6,500 | $1,000 | $485 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 0.16 MILE | $1,100 | $6,500 | $1,500 | $890 |
| 622E41000 PORTABLE BARRIER, 32" | 900 FT | $19.00 | $20.00 | $10.50 | $12.50 |
| 622E41021 PORTABLE BARRIER, 32", BRIDGE MOUNTED, AS PER PLAN | 320 FT | $30.00 | $40.00 | $24.00 | $18.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (CONCRE | 14 CY | $900 | $1,900 | $850 | $950 |
| 202E11401 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (STRUCT | 13,744 LB | $1.00 | $1.10 | $0.40 | $1.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,325 LB | $3.20 | $1.03 | $3.10 | $3.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 14 CY | $1,600 | $2,300 | $1,500 | $3,050 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 51 SY | $25.00 | $26.00 | $25.00 | $15.00 |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 2,306 LB | $3.81 | $4.50 | $5.25 | $5.00 |
| 513E10240 STRUCTURAL STEEL MEMBERS, LEVEL 2 | 11,590 LB | $4.45 | $5.51 | $3.25 | $3.10 |
| 514E80020 SHOP PAINTING AND FIELD TOUCH-UP OF STRUCTURAL STE | 676 SF | $45.00 | $41.00 | $45.92 | $30.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $10,200 | $10,250 | $8,000 | $10,200 |
| 849E10000 DAMAGE ASSESSMENT | 1 LS | $2,000 | $2,100 | $750 | $2,000 |
| 849E10500 SURFACE PREPARATION | 1 LS | $8,000 | $5,300 | $8,000 | $1,500 |
| 849E10600 REPAIRING DAMAGED MEMBERS BY GRINDING | 2 HOUR | $250 | $130 | $90.00 | $250 |
| 849E10700 STRAIGHTENING DAMAGED MEMBERS | 1 LS | $36,000 | $35,000 | $11,000 | $36,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $80,000 | $65,000 | $60,000 | $57,928 |
| 619E16010 FIELD OFFICE, TYPE B(PART 1 AND PART 2) | 18 MNTH | $2,000 | $2,800 | $7,250 | $3,700 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING(PART 1 AN | 1 LS | $100,000 | $95,000 | $175,000 | $115,000 |
| AA2 606E10000 SPECIAL - NOISE BARRIERTRANSPARENT ACRYLIC, 10' HE | 1,140 SF | $90.00 | $72.00 | $85.00 | $72.50 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 606E10220 SPECIAL - NOISE BARRIER (REFLECTIVE), OVER 14' TO | 31,242 SF | $23 | $719k | 5% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 4,864 CY | $120 | $584k | 4% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,624 CY | $150 | $544k | 4% |
| 255E10501 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 1,805 SY | $280 | $505k | 3% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 4,357 CY | $110 | $479k | 3% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 9,482 SY | $45 | $427k | 3% |
| 614E11000 MAINTAINING TRAFFIC(PART 1 AND PART 2) | 1 LS | $400,000 | $400k | 3% |
| 624E10000 MOBILIZATION(PART 1 AND PART 2) | 1 LS | $400,000 | $400k | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $300,000 | $300k | 2% |
| 304E20000 AGGREGATE BASE | 6,833 CY | $39 | $266k | 2% |