HEN-US 6/US 24-11.32/04.62
HEN County · est $55M
Bid dateThursday, January 29—
Awarded toE S WAGNER - VERNON NAGEL JOINT VENTURE$58.4M
Project scope
Bid form · ODOT
- Structures / Bridge39%
- Drainage10%
- Guardrail & Barrier9%
- Maintaining Traffic8%
- Earthwork4%
- Curb, Walk & Ramp4%
- Other26%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 302E66001 ASPHALT CONCRETE BASE, AS PER PLAN, 25.0 MM GYRATO | 63,526 CY | $169.5 | $10.8M | 18% |
| 452E14120 11" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 35,292 SY | $99.33 | $3.51M | 6% |
| 442E10301 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 14,057 CY | $241 | $3.39M | 6% |
| 202E23000 PAVEMENT REMOVED | 313,476 SY | $10.8 | $3.39M | 6% |
| 304E20000 AGGREGATE BASE | 55,883 CY | $59.63 | $3.33M | 6% |
| 203E10000 EXCAVATION | 130,189 CY | $24.56 | $3.20M | 5% |
| 624E10000 MOBILIZATION Section 16 - INCIDENTALS - Totals Awd $4,969,355.33 2 $6,116,050.00 3 $6,223,000.00 | 1 LS | $2,918,398 | $2.92M | 5% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 14,609 CY | $187.75 | $2.74M | 5% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A Section 6 - MAINTENANCE OF TRAFFIC - Totals Awd $5,627,935.77 2 $6,253,933.75 3 $7,872,276.75 | 32,059 SY | $73.53 | $2.36M | 4% |
| 206E10500 CEMENT | 8,752 TON | $207 | $1.81M | 3% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 420 more items below.
Rank 1E S Wagner - Vernon Nagel Joint Venture$58.4MRank 2Miller Bros Const INC$59.3MRank 3Kokosing Construction Company INC$68.0M
| Item | Quantity | R1E S Wagner - Vernon Nagel Joint Venture | R2Miller Bros Const INC | R3Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|---|
| 302E66001 ASPHALT CONCRETE BASE, AS PER PLAN, 25.0 MM GYRATO | 63,526 CY | $170 | $170 | $170 | 24% |
| 452E14120 11" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 35,292 SY | $99.33 | $99.00 | $130 | 8% |
| 442E10301 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 14,057 CY | $241 | $241 | $241 | 7% |
| 202E23000 PAVEMENT REMOVED | 313,476 SY | $10.80 | $12.50 | $12.00 | 7% |
| 304E20000 AGGREGATE BASE | 55,883 CY | $59.63 | $59.50 | $73.00 | 7% |
| 203E10000 EXCAVATION | 130,189 CY | $24.56 | $14.20 | $29.00 | 7% |
| 624E10000 MOBILIZATION Section 16 - INCIDENTALS - Totals Awd $4,969,355.33 2 $6,116,050.00 3 $6,223,000.00 | 1 LS | $2,918,398 | $2,967,300 | $3,400,000 | 6% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 14,609 CY | $188 | $188 | $188 | 6% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A Section 6 - MAINTENANCE OF TRAFFIC - Totals Awd $5,627,935.77 2 $6,253,933.75 3 $7,872,276.75 | 32,059 SY | $73.53 | $79.00 | $79.00 | 5% |
| 206E10500 CEMENT | 8,752 TON | $207 | $190 | $187 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,395,444 | $2,516,000 | $1,340,000 | 3% |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 99,647 FT | $10.80 | $14.50 | $16.00 | 2% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 113,178 FT | $9.30 | $10.00 | $11.00 | 2% |
| 622E41011 PORTABLE BARRIER, 50", AS PER PLAN | 63,645 FT | $15.50 | $20.00 | $30.00 | 2% |
| 206E15010 CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP | 338,183 SY | $2.51 | $3.25 | $5.50 | 2% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $1,582,701.17 2 $1,348,736.99 3 $1,477,222.95 | 825,000 EACH | $1.00 | $1.00 | $1.00 | 2% |
| 614E12756 WORK ZONE CROSSOVER LIGHTING SYSTEM | 20 EACH | $24,750 | $24,750 | $50,000 | 1% |
| 659E00300 TOPSOIL | 23,950 CY | $17.32 | $7.50 | $12.00 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 16,812.5 FT | $23.64 | $23.40 | $23.40 | 1% |
| 206E11000 CURING COAT | 338,183 SY | $0.99 | $1.20 | $1.20 | 1% |
Show all 440 line items
| Item | Quantity | R1E S Wagner - Vernon Nagel Joint Venture | R2Miller Bros Const INC | R3Kokosing Construction Company INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $179,534 | $150,000 | $83,300 |
| 202E30600 CONCRETE MEDIAN REMOVED | 806 SY | $23.68 | $8.00 | $15.00 |
| 202E30700 CONCRETE BARRIER REMOVED | 213 FT | $42.99 | $27.00 | $21.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 4,424 FT | $21.68 | $26.00 | $21.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 200 FT | $41.73 | $42.00 | $39.00 |
| 202E38000 GUARDRAIL REMOVED | 18,100 FT | $3.03 | $3.00 | $3.00 |
| 202E38300 GUARDRAIL REMOVED, BARRIER DESIGN | 1,550 FT | $4.04 | $4.00 | $4.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 39 EACH | $253 | $250 | $250 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 37 EACH | $253 | $250 | $250 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 4 EACH | $253 | $250 | $250 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 46 EACH | $253 | $250 | $250 |
| 202E47800 IMPACT ATTENUATOR REMOVED | 18 EACH | $505 | $500 | $500 |
| 202E58000 MANHOLE REMOVED | 6 EACH | $800 | $1,000 | $1,500 |
| 202E58100 CATCH BASIN REMOVED | 66 EACH | $800 | $300 | $700 |
| 202E60010 MONUMENT ASSEMBLY REMOVED | 3 EACH | $155 | $1,500 | $450 |
| 202E75000 FENCE REMOVED | 1,396 FT | $5.05 | $3.25 | $5.00 |
| 202E98000 REMOVAL MISC.: EXISTING CONCRETE RR FOUNDATIONS | 1 LS | $15,000 | $6,650 | $20,000 |
| 202E98000 REMOVAL MISC.: TRAFFIC MONITORING EQUIPMENT | 1 LS | $3,700 | $3,700 | $4,000 |
| 203E20000 EMBANKMENT | 11,802 CY | $1.19 | $6.00 | $3.00 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 3,535 CY | $45.00 | $65.00 | $85.00 |
| 204E45000 PROOF ROLLING | 171 HOUR | $184 | $75.00 | $230 |
| 206E30000 MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | 1 LS | $137,500 | $90,000 | $45,000 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 700 FT | $25.00 | $24.75 | $24.75 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 25 FT | $22.22 | $22.00 | $22.00 |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 613 FT | $26.77 | $26.50 | $26.50 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 15 EACH | $2,273 | $2,250 | $2,250 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 35 EACH | $2,626 | $2,600 | $2,600 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 26 EACH | $1,364 | $1,350 | $1,350 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 18 EACH | $2,424 | $2,400 | $2,400 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 24 EACH | $2,576 | $2,550 | $2,550 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 4 EACH | $682 | $675 | $675 |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 12 EACH | $9,394 | $9,300 | $9,300 |
| 607E23000 FENCE, TYPE CLT | 2,926 FT | $37.88 | $28.00 | $37.50 |
| 622E10100 CONCRETE BARRIER, SINGLE SLOPE, TYPE B1 | 425 FT | $117 | $117 | $155 |
| 622E10200 BARRIER TRANSITION | 3 EACH | $11,350 | $11,350 | $13,000 |
| 622E24000 CONCRETE BARRIER, TYPE D | 300 FT | $219 | $219 | $235 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 9 EACH | $3,425 | $3,425 | $3,900 |
| 622E25006 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 2 EACH | $4,325 | $4,325 | $5,300 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 9 EACH | $3,525 | $3,525 | $4,200 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 3 EACH | $245 | $500 | $600 |
| 625E25504 CONDUIT, 3", 725.051 | 250 FT | $30.00 | $30.00 | $12.00 |
| 625E30706 PULL BOX, 725.08, 24" | 4 EACH | $1,400 | $1,400 | $1,500 |
| 625E31510 PULL BOX REMOVED | 4 EACH | $300 | $300 | $300 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 150 FT | $3.03 | $3.00 | $3.00 |
| 202E38410 GUARDRAIL REMOVED FOR REUSE, BARRIER DESIGN | 1,075 FT | $4.04 | $4.00 | $4.00 |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 150 FT | $9.09 | $9.00 | $9.00 |
| 606E16600 GUARDRAIL REBUILT, BARRIER DESIGN, TYPE 5 | 1,075 FT | $14.14 | $14.00 | $14.00 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER Section 1 - ROADWAY - Totals Awd $11,836,535.22 2 $10,982,735.15 3 $13,781,783.10 | 1 LS | $236,103 | $66,950 | $325,000 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 225 SY | $170 | $100 | $175 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 3 CY | $654 | $200 | $450 |
| 659E00100 SOIL ANALYSIS TEST | 3 EACH | $50.00 | $100 | $50.00 |
| 659E10000 SEEDING AND MULCHING | 215,762 SY | $0.60 | $0.62 | $0.60 |
| 659E14000 REPAIR SEEDING AND MULCHING | 10,788 SY | $2.01 | $0.70 | $0.60 |
| 659E20000 COMMERCIAL FERTILIZER | 29.12 TON | $850 | $800 | $850 |
| 659E31000 LIME | 4.95 ACRE | $5.00 | $5.00 | $5.00 |
| 659E35000 WATER | 583 MGAL | $1.00 | $0.50 | $1.00 |
| 659E40000 MOWING | 485 MSF | $5.00 | $2.50 | $5.00 |
| 670E00500 SLOPE EROSION PROTECTION | 44,574 SY | $1.80 | $1.80 | $1.80 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $9,000 | $9,000 | $9,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $10,440 | $41,400 | $40,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $23,927 | $23,930 | $31,000 |
| 602E20000 CONCRETE MASONRY | 12.1 CY | $4,100 | $4,300 | $4,200 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 2,359 FT | $23.96 | $15.00 | $22.00 |
| 605E31100 AGGREGATE DRAINS | 50 FT | $33.46 | $24.80 | $10.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 6,500 FT | $28.78 | $21.50 | $36.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $23.74 | $25.00 | $45.00 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN | 541 FT | $94.77 | $85.00 | $130 |
| 611E05901 15" CONDUIT, TYPE B, AS PER PLAN | 2,620 FT | $93.91 | $90.00 | $140 |
| 611E07401 18" CONDUIT, TYPE B, AS PER PLAN | 585 FT | $104 | $102 | $150 |
| 611E13401 30" CONDUIT, TYPE B, AS PER PLAN | 196 FT | $184 | $185 | $240 |
| 611E98180 CATCH BASIN, NO. 3A | 3 EACH | $4,175 | $3,200 | $3,800 |
| 611E98230 CATCH BASIN, NO. 4 | 3 EACH | $5,400 | $5,200 | $6,100 |
| 611E98410 CATCH BASIN, NO. 8 | 51 EACH | $5,968 | $5,500 | $6,400 |
| 611E98434 CATCH BASIN, NO. 8A | 2 EACH | $7,250 | $7,000 | $8,500 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $2,785 | $2,100 | $3,500 |
| 611E98710 INLET, NO. 2-6 | 3 EACH | $8,900 | $5,400 | $9,200 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 116 EACH | $478 | $350 | $400 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 10 EACH | $840 | $450 | $1,000 |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN | 104 FT | $204 | $120 | $170 |
| 611E08901 21" CONDUIT, TYPE B, AS PER PLAN Section 3 - DRAINAGE - Totals Awd $3,296,378.71 2 $3,591,086.50 3 $4,247,478.00 | 75 FT | $171 | $125 | $200 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2" | 46,033 SY | $2.20 | $2.20 | $2.20 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 1/4" | 22,934 SY | $3.35 | $3.35 | $3.35 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 3/4" | 12,393 SY | $4.80 | $4.80 | $4.80 |
| 407E10000 TACK COAT | 54,917 GAL | $2.75 | $2.75 | $2.75 |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 517 CY | $408 | $408 | $408 |
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 775 CY | $345 | $345 | $345 |
| 609E14000 CURB, TYPE 2-A | 512 FT | $15.05 | $17.80 | $8.00 |
| 609E24510 CURB, TYPE 4-C | 226 FT | $41.33 | $31.00 | $85.00 |
| 609E71000 CONCRETE MEDIAN | 9,120 SF | $12.13 | $10.40 | $22.00 |
| 617E10100 COMPACTED AGGREGATE | 390 CY | $90.00 | $250 | $120 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 24.6 MILE | $1,256 | $1,500 | $1,175 |
| 690E98400 SPECIAL - INTELLIGENT COMPACTION (IC) | 1 LS | $320,000 | $320,000 | $320,000 |
| 690E98400 SPECIAL - PAVER MOUNTED THERMAL PROFILING | 1 LS | $47,000 | $47,000 | $47,000 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG Section 4 - PAVEMENT - Totals Awd $25,264,790.23 2 $25,297,968.42 3 $27,200,719.40 | 383 CY | $264 | $265 | $265 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 324 EACH | $75.00 | $75.00 | $75.00 |
| 621E00100 RPM | 1,396 EACH | $36.75 | $36.75 | $36.75 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,189 EACH | $12.00 | $7.50 | $12.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 1 EACH | $13.13 | $13.00 | $15.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 1 EACH | $13.13 | $13.00 | $15.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, BI-DIRECTIONAL | 231 EACH | $13.13 | $13.00 | $15.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, ONE-WAY | 103 EACH | $13.13 | $13.00 | $15.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 335 FT | $16.00 | $16.00 | $16.00 |
| 630E06500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 37 FT | $35.00 | $35.00 | $35.00 |
| 630E07500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 | 136 FT | $70.00 | $70.00 | $70.00 |
| 630E07600 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 43 FT | $45.00 | $45.00 | $45.00 |
| 630E08000 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W12X30 | 61 FT | $80.00 | $80.00 | $80.00 |
| 630E80100 SIGN, FLAT SHEET | 281 SF | $15.00 | $15.00 | $15.00 |
| 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET | 120 SF | $21.00 | $21.00 | $21.00 |
| 630E81100 SIGN ERECTED, FLAT SHEET | 281 SF | $3.00 | $3.00 | $3.00 |
| 630E81200 SIGN ERECTED, EXTRUSHEET | 120 SF | $4.00 | $4.00 | $4.00 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 16 EACH | $1,125 | $925 | $925 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 26 EACH | $10.00 | $10.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 105 EACH | $65.00 | $65.00 | $65.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 26 EACH | $15.00 | $15.00 | $15.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 12 EACH | $285 | $285 | $285 |
| 630E97900 SIGNING, MISC.: 6" x 8" SOLID WOOD POST, AS PER PL | 119 FT | $58.00 | $58.00 | $58.00 |
| 642E00720 CHEVRON MARKING, TYPE 1 | 2,472 FT | $4.00 | $4.00 | $4.00 |
| 642E40000 SPEED MEASUREMENT MARKING | 20 EACH | $100 | $100 | $100 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 32.25 MILE | $5,250 | $5,250 | $5,250 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 12.16 MILE | $1,850 | $1,850 | $1,850 |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 13,541 FT | $2.50 | $2.50 | $2.50 |
| 807E12410 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 14,795 FT | $1.00 | $1.00 | $1.00 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1,250 | $1,250 | $1,250 |
| 850E10110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.00 | $1.00 | $1.00 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.25 | $1.25 | $1.25 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $3,250 | $3,250 | $3,250 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 90 EACH | $110 | $110 | $110 |
| 630E08601 SIGN POST REFLECTOR, AS PER PLAN | 104 EACH | $45.00 | $45.00 | $45.00 |
| 642E00900 ISLAND MARKING, TYPE 1 | 160 SF | $4.00 | $4.00 | $4.00 |
| 646E10400 STOP LINE | 172 FT | $12.00 | $12.00 | $12.00 |
| 646E20300 LANE ARROW | 20 EACH | $150 | $150 | $150 |
| 850E10100 GROOVING FOR 4" RECESSED PAVEMENT MARKING | — | $1.00 | $1.00 | $1.00 |
| 807E12400 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE Section 5 - TRAFFIC CONTROL - Totals Awd $531,643.93 2 $523,049.75 3 $529,072.25 | 250 FT | $2.00 | $2.00 | $2.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 100 CY | $39.00 | $50.00 | $80.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 1,200 HOUR | $80.00 | $85.00 | $135 |
| 614E11630 INCREASED BARRIER DELINEATION | 6,835 FT | $0.56 | $1.25 | $0.75 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,828 | $2,280 | $14,000 |
| 614E12420 DETOUR SIGNING | 1 LS | $48,000 | $48,000 | $300,000 |
| 614E12460 WORK ZONE MARKING SIGN | 50 EACH | $150 | $150 | $800 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 20 EACH | $250 | $250 | $800 |
| 614E12500 REPLACEMENT SIGN | 25 EACH | $295 | $192 | $500 |
| 614E12600 REPLACEMENT DRUM | 250 EACH | $62.00 | $56.00 | $85.00 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 2,110 EACH | $6.50 | $36.75 | $62.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 30 CY | $775 | $925 | $775 |
| 614E13001 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER P | 282 CY | $955 | $955 | $955 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 2,685 EACH | $9.28 | $6.80 | $8.00 |
| 614E13318 BARRIER REFLECTOR, TYPE 5, ONE-WAY | 50 EACH | $23.69 | $18.00 | $20.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 1,460 EACH | $23.87 | $16.00 | $22.00 |
| 614E18000 MAINTAINING TRAFFIC, MISC.: 6"X8" SOLID WOOD POST, | 57 EACH | $1,340 | $1,340 | $1,340 |
| 614E18010 MAINTAINING TRAFFIC, MISC.:SIGN (FLAT SHEET) | 1,105 SF | $22.00 | $22.00 | $22.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 155 SNMT | $389 | $800 | $650 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 69.8 MILE | $800 | $800 | $800 |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 69.8 MILE | $3,000 | $3,000 | $3,000 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 16,202 FT | $1.00 | $1.00 | $1.00 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI | 16,202 FT | $2.00 | $2.00 | $2.00 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 1,000 FT | $1.00 | $1.00 | $1.00 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 34,362 FT | $0.75 | $0.75 | $0.75 |
| 614E24102 WORK ZONE DOTTED LINE, CLASS I, 6", 807 PAINT | 34,362 FT | $1.25 | $1.25 | $1.25 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 200 FT | $3.00 | $3.00 | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 200 FT | $3.00 | $3.00 | $3.00 |
| 614E30000 WORK ZONE ARROW, CLASS I | 12 EACH | $125 | $125 | $125 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 12 EACH | $125 | $125 | $125 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $287,687 | $220,000 | $40,000 |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 400 SY | $84.95 | $90.00 | $150 |
| 616E10000 WATER | 600 MGAL | $100 | $35.00 | $100 |
| 622E41060 DUAL PORTABLE BARRIER TRANSITION/TERMINATION | 2 EACH | $2,000 | $4,000 | $1,300 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 7,198 FT | $11.00 | $19.50 | $21.50 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 527 SNMT | $329 | $500 | $525 |
| 614E20010 WORK ZONE LANE LINE, CLASS I, 6" | 2.97 MILE | $750 | $750 | $750 |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 2.97 MILE | $2,000 | $2,000 | $2,000 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (1 1/ | 112 FT | $28.00 | $15.96 | $55.00 |
| 516E31010 2" DEEP JOINT SEALER | 112 FT | $25.00 | $5.23 | $30.00 |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 890 SY | $84.00 | $69.73 | $100 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 890 SY | $103 | $102 | $90.00 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 4 CY | $250 | $257 | $225 |
| 848E50000 HAND CHIPPING | 49 SY | $150 | $178 | $180 |
| 848E50100 TEST SLAB | 1 LS | $2,500 | $1,557 | $1,750 |
| 848E50200 FULL-DEPTH REPAIR | 2 CY | $1,100 | $1,520 | $2,400 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (1 1/4") | 890 SY | $15.00 | $20.80 | $25.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA Section 7 - STRUCTURE REPAIR (HEN-24-0980R) - Totals Awd $200,138.00 2 $195,990.43 3 $221,060.00 | 49 SY | $28.00 | $157 | $80.00 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $65,000 | $35,088 | $70,000 |
| 202E22900 APPROACH SLAB REMOVED | 90 SY | $60.00 | $30.32 | $95.00 |
| 202E38500 BRIDGE RAILING REMOVED | 138 FT | $8.00 | $8.98 | $10.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 16,121 LB | $1.55 | $1.52 | $2.00 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 200 LB | $1.55 | $2.03 | $2.50 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 3,098 LB | $2.80 | $2.29 | $3.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 362 EACH | $25.00 | $20.48 | $62.00 |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 50 CY | $1,200 | $1,400 | $2,100 |
| 511E50210 CLASS QC1 CONCRETE, SUBSTRUCTURE | 16 CY | $950 | $1,153 | $1,700 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 75 SY | $30.00 | $31.10 | $36.00 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (1 1/ | 60 FT | $28.00 | $16.88 | $55.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 50 SF | $11.00 | $5.83 | $8.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 81 SF | $12.00 | $7.50 | $11.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 42 SF | $45.00 | $15.00 | $35.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $30,000 | $46,938 | $40,000 |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 164 FT | $436 | $432 | $450 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 14 CY | $100 | $128 | $150 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 166 FT | $16.00 | $16.25 | $22.00 |
| 518E40001 6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN | 78 FT | $8.00 | $11.70 | $19.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 7 FT | $12.00 | $53.62 | $80.00 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 152 SY | $360 | $393 | $430 |
| 526E90010 TYPE A INSTALLATION | 60 FT | $150 | $169 | $321 |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 228 SY | $145 | $145 | $100 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 131 SY | $115 | $101 | $90.00 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 1 CY | $250 | $257 | $225 |
| 848E50000 HAND CHIPPING | 13 SY | $150 | $174 | $180 |
| 848E50100 TEST SLAB | 1 LS | $2,500 | $1,557 | $1,750 |
| 848E50200 FULL-DEPTH REPAIR | 2 CY | $1,100 | $1,293 | $1,800 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (1 1/4") | 228 SY | $15.00 | $8.88 | $14.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA Section 8 - STRUCTURE REPAIR (HEN-6-1150 (RAMP)) - Totals Awd $425,923.99 2 $421,701.78 3 $538,327.40 | 13 SY | $28.00 | $115 | $80.00 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $65,000 | $39,281 | $72,000 |
| 202E22900 APPROACH SLAB REMOVED | 133 SY | $60.00 | $29.74 | $95.00 |
| 202E38500 BRIDGE RAILING REMOVED | 159 FT | $8.00 | $7.94 | $10.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 18,494 LB | $1.55 | $1.51 | $2.00 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 200 LB | $1.55 | $2.03 | $2.50 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 3,318 LB | $2.80 | $2.28 | $3.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 396 EACH | $25.00 | $20.72 | $70.00 |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 58 CY | $1,300 | $1,456 | $2,100 |
| 511E50210 CLASS QC1 CONCRETE, SUBSTRUCTURE | 17 CY | $925 | $1,012 | $1,700 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 95 SY | $30.00 | $32.45 | $36.00 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (1 1/ | 81 FT | $72.00 | $16.78 | $55.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 66 SF | $11.00 | $6.36 | $8.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 91 SF | $12.00 | $6.67 | $11.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 19 SF | $28.00 | $25.35 | $50.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $32,000 | $46,938 | $40,000 |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 180 FT | $436 | $432 | $450 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 16 CY | $100 | $133 | $150 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 179 FT | $16.00 | $15.85 | $22.00 |
| 518E40001 6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN | 93 FT | $8.00 | $11.34 | $19.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 19 FT | $12.00 | $19.76 | $80.00 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 223 SY | $360 | $374 | $430 |
| 526E90010 TYPE A INSTALLATION | 81 FT | $150 | $174 | $321 |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 354 SY | $110 | $102 | $120 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 243 SY | $120 | $113 | $120 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 3 CY | $250 | $257 | $225 |
| 848E50000 HAND CHIPPING | 19 SY | $150 | $188 | $180 |
| 848E50100 TEST SLAB | 1 LS | $2,500 | $1,557 | $1,750 |
| 848E50200 FULL-DEPTH REPAIR Section 9 - STRUCTURE REPAIR (HEN-6-1150L) - Totals Awd $511,585.90 2 $499,169.05 3 $659,649.29 | 4 CY | $1,100 | $1,261 | $1,800 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $65,000 | $41,337 | $72,000 |
| 202E22900 APPROACH SLAB REMOVED | 133 SY | $60.00 | $29.74 | $95.00 |
| 202E38500 BRIDGE RAILING REMOVED | 159 FT | $8.00 | $7.94 | $10.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 18,501 LB | $1.55 | $1.51 | $2.00 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 200 LB | $1.55 | $1.34 | $2.50 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 3,318 LB | $2.80 | $2.28 | $3.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 396 EACH | $25.00 | $20.72 | $75.00 |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 57 CY | $1,300 | $1,479 | $2,100 |
| 511E50210 CLASS QC1 CONCRETE, SUBSTRUCTURE | 17 CY | $950 | $996 | $1,700 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 95 SY | $30.00 | $32.45 | $36.00 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (1 1/ | 81 FT | $28.00 | $16.78 | $55.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 66 SF | $11.00 | $6.36 | $8.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 94 SF | $12.00 | $6.46 | $11.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 31 SF | $25.00 | $20.32 | $32.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $32,000 | $46,938 | $40,000 |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 180 FT | $436 | $432 | $450 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 16 CY | $100 | $141 | $150 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 179 FT | $16.00 | $15.85 | $22.00 |
| 518E40001 6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN | 93 FT | $8.00 | $11.34 | $19.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 19 FT | $12.00 | $19.76 | $80.00 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 223 SY | $360 | $374 | $430 |
| 526E90010 TYPE A INSTALLATION | 81 FT | $150 | $174 | $321 |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 354 SY | $110 | $102 | $120 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 243 SY | $120 | $115 | $120 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 3 CY | $250 | $257 | $225 |
| 848E50000 HAND CHIPPING | 19 SY | $150 | $188 | $180 |
| 848E50100 TEST SLAB | 1 LS | $2,500 | $1,557 | $1,750 |
| 848E50200 FULL-DEPTH REPAIR Section 10 - STRUCTURE REPAIR (HEN-6-1150R) - Totals Awd $507,436.75 2 $501,500.36 3 $659,618.29 | 4 CY | $1,100 | $1,261 | $1,800 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $140,000 | $120,698 | $180,000 |
| 203E07504 SPECIAL - WICK DRAIN | 18,655 FT | $8.32 | $5.32 | $14.00 |
| 203E20000 EMBANKMENT | 14,353 CY | $2.50 | $2.23 | $7.00 |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 997 CY | $48.40 | $57.31 | $85.00 |
| 203E65000 SPECIAL - SETTLEMENT PLATFORM | 4 EACH | $1,351 | $3,989 | $1,200 |
| 863E00100 GEOGRID, TYPE P1 | 3,170 SY | $5.26 | $3.72 | $7.00 |
| 863E00800 REINFORCED EMBANKMENT Section 11 - STRUCTURE REPAIR (HEN-6-1226L&R) - Totals Awd $404,556.88 2 $356,582.36 3 $662,147.00 | 1,253 CY | $2.50 | $15.76 | $7.00 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $225,000 | $186,575 | $200,000 |
| 202E22900 APPROACH SLAB REMOVED | 217 SY | $60.00 | $27.36 | $95.00 |
| 304E20000 AGGREGATE BASE | 40 CY | $100 | $67.55 | $120 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 25,972 LB | $1.55 | $1.50 | $2.00 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 200 LB | $1.55 | $2.03 | $2.50 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 2,028 LB | $2.80 | $2.29 | $3.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 5,152 FT | $1.85 | $1.49 | $1.75 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 192 EACH | $25.00 | $25.65 | $60.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 158 EACH | $25.00 | $33.31 | $62.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,000 | $3,040 | $4,500 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 36 CY | $775 | $1,050 | $1,400 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 49 CY | $1,200 | $1,475 | $1,125 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 51 CY | $675 | $635 | $1,100 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 15 CY | $675 | $683 | $1,300 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 28 CY | $900 | $1,174 | $925 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 12 CY | $600 | $735 | $1,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 457 SY | $30.00 | $35.00 | $36.00 |
| 514E27700 FIELD PAINTING, MISC.: COATING OF BEAM ENDS | 400 SF | $115 | $140 | $140 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (1 1/ | 98 FT | $70.00 | $17.06 | $55.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 98 FT | $50.00 | $46.10 | $80.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 18 SF | $12.00 | $7.77 | $11.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 133 SF | $12.00 | $9.86 | $12.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 377 SF | $25.00 | $12.68 | $20.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,600 | $1,935 | $3,000 |
| 516E44300 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $2,800 | $2,783 | $6,000 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $55,000 | $52,836 | $33,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 106 CY | $100 | $92.61 | $150 |
| 518E40001 6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN | 120 FT | $8.00 | $11.41 | $19.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 72 FT | $12.00 | $17.62 | $80.00 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 230 SY | $360 | $382 | $430 |
| 526E90030 TYPE C INSTALLATION | 98 FT | $150 | $292 | $300 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $175 | $224 | $350 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $350 | $421 | $400 |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 619 SY | $90.00 | $81.52 | $100 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 521 SY | $100 | $102 | $90.00 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 3 CY | $250 | $257 | $225 |
| 848E50000 HAND CHIPPING | 37 SY | $150 | $187 | $180 |
| 848E50100 TEST SLAB | 1 LS | $2,500 | $1,557 | $1,750 |
| 848E50200 FULL-DEPTH REPAIR | 6 CY | $1,100 | $1,891 | $2,400 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (1 1/4" THICK) | 671 SY | $10.00 | $16.85 | $12.50 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA Section 12 - STRUCTURE REPAIR (HEN-6-1247L) - Totals Awd $886,772.20 2 $900,169.07 3 $1,029,178.50 | 37 SY | $25.00 | $143 | $80.00 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $235,000 | $223,186 | $250,000 |
| 202E22900 APPROACH SLAB REMOVED | 317 SY | $60.00 | $27.33 | $95.00 |
| 304E20000 AGGREGATE BASE | 57 CY | $100 | $61.60 | $73.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 30,239 LB | $1.55 | $1.50 | $2.00 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 200 LB | $1.55 | $2.03 | $2.50 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 2,477 LB | $2.80 | $2.26 | $3.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 5,073 FT | $1.80 | $1.49 | $1.75 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 154 EACH | $25.00 | $40.25 | $60.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 218 EACH | $25.00 | $27.91 | $60.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 165 EACH | $25.00 | $33.81 | $62.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $2,800 | $3,040 | $4,500 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 61 CY | $750 | $673 | $950 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 43 CY | $1,200 | $1,992 | $1,400 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 50 CY | $650 | $635 | $1,100 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 28 CY | $700 | $732 | $1,300 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 30 CY | $900 | $1,159 | $1,000 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 12 CY | $600 | $735 | $1,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 469 SY | $30.00 | $35.00 | $36.00 |
| 514E27700 FIELD PAINTING, MISC.: COATING OF BEAM ENDS | 561 SF | $115 | $135 | $135 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (1 1/ | 149 FT | $28.00 | $17.52 | $55.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 144 FT | $50.00 | $46.32 | $60.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 18 SF | $12.00 | $7.77 | $11.00 |
| 516E14000 PREFORMED EXPANSION JOINT FILLER, MISC.: (3") | 100 SF | $12.00 | $12.67 | $30.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 508 SF | $28.00 | $12.40 | $20.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 14 EACH | $1,700 | $1,935 | $3,000 |
| 516E44300 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 7 EACH | $2,600 | $2,783 | $6,000 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $65,000 | $57,836 | $45,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 149 CY | $100 | $95.46 | $150 |
| 518E40001 6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN | 159 FT | $8.00 | $11.48 | $19.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 72 FT | $12.00 | $20.85 | $80.00 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 326 SY | $360 | $381 | $430 |
| 526E90030 TYPE C INSTALLATION | 144 FT | $150 | $272 | $300 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $180 | $224 | $350 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $350 | $421 | $400 |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 931 SY | $75.00 | $61.38 | $100 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 736 SY | $100 | $103 | $90.00 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 4 CY | $250 | $257 | $225 |
| 848E50000 HAND CHIPPING | 51 SY | $150 | $167 | $180 |
| 848E50100 TEST SLAB | 1 LS | $2,500 | $1,557 | $1,750 |
| 848E50200 FULL-DEPTH REPAIR | 6 CY | $1,100 | $1,891 | $2,400 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (1 1/4") | 931 SY | $15.00 | $17.61 | $14.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA Section 13 - STRUCTURE REPAIR (HEN-6-1247R) - Totals Awd $1,073,025.45 2 $1,114,217.29 3 $1,326,669.75 | 51 SY | $30.00 | $90.36 | $80.00 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $70,000 | $53,930 | $77,000 |
| 202E22900 APPROACH SLAB REMOVED | 199 SY | $60.00 | $28.46 | $95.00 |
| 202E38500 BRIDGE RAILING REMOVED | 163 FT | $8.00 | $7.77 | $10.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 23,357 LB | $1.55 | $1.50 | $2.00 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 200 LB | $1.55 | $2.03 | $2.50 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 3,792 LB | $2.80 | $2.26 | $3.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 466 EACH | $25.00 | $20.99 | $62.00 |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 62 CY | $1,200 | $1,298 | $2,100 |
| 511E50210 CLASS QC1 CONCRETE, SUBSTRUCTURE | 31 CY | $900 | $965 | $1,700 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 112 SY | $30.00 | $29.84 | $36.00 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (1 1/ | 105 FT | $28.00 | $17.29 | $55.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 83 SF | $11.00 | $6.60 | $8.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 119 SF | $12.00 | $7.05 | $11.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 53 SF | $42.00 | $14.68 | $28.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $35,000 | $46,938 | $40,000 |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 194 FT | $436 | $432 | $450 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 29 CY | $100 | $122 | $150 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 198 FT | $16.00 | $16.28 | $22.00 |
| 518E40001 6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN | 125 FT | $8.00 | $12.09 | $19.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 10 FT | $12.00 | $37.54 | $80.00 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 280 SY | $360 | $376 | $430 |
| 526E90010 TYPE A INSTALLATION | 106 FT | $150 | $171 | $321 |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 478 SY | $100 | $87.22 | $100 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 357 SY | $100 | $102 | $90.00 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 2 CY | $250 | $257 | $225 |
| 848E50000 HAND CHIPPING | 26 SY | $150 | $168 | $180 |
| 848E50100 TEST SLAB | 1 LS | $2,500 | $1,557 | $1,750 |
| 848E50200 FULL-DEPTH REPAIR | 4 CY | $1,100 | $1,257 | $1,800 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (1 1/4") | 478 SY | $15.00 | $12.31 | $14.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA Section 14 - STRUCTURE REPAIR (HEN-6-1270L) - Totals Awd $601,483.79 2 $593,135.92 3 $777,579.54 | 26 SY | $30.00 | $105 | $80.00 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $75,000 | $55,169 | $80,000 |
| 202E22900 APPROACH SLAB REMOVED | 255 SY | $60.00 | $29.16 | $95.00 |
| 202E38500 BRIDGE RAILING REMOVED | 163 FT | $8.00 | $7.77 | $10.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 23,779 LB | $1.55 | $1.50 | $2.00 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 200 LB | $1.55 | $2.03 | $2.50 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 3,910 LB | $2.80 | $2.25 | $3.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 475 EACH | $25.00 | $21.45 | $70.00 |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 66 CY | $1,100 | $1,237 | $2,100 |
| 511E50210 CLASS QC1 CONCRETE, SUBSTRUCTURE | 23 CY | $1,000 | $958 | $1,700 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 104 SY | $30.00 | $29.71 | $36.00 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL (1 1/ | 130 FT | $28.00 | $17.54 | $55.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 99 SF | $11.00 | $6.47 | $8.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 128 SF | $12.00 | $6.93 | $11.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 39 SF | $28.00 | $16.15 | $35.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $35,000 | $46,938 | $40,000 |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 197 FT | $436 | $432 | $450 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 26 CY | $100 | $134 | $150 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 199 FT | $16.00 | $16.25 | $22.00 |
| 518E40001 6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN | 143 FT | $8.00 | $12.16 | $19.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 6 FT | $12.00 | $62.56 | $80.00 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 336 SY | $360 | $371 | $430 |
| 526E90010 TYPE A INSTALLATION | 126 FT | $150 | $172 | $321 |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 579 SY | $95.00 | $83.86 | $100 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 451 SY | $100 | $103 | $90.00 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 3 CY | $250 | $257 | $225 |
| 848E50000 HAND CHIPPING | 32 SY | $150 | $325 | $180 |
| 848E50100 TEST SLAB | 1 LS | $2,500 | $1,557 | $1,750 |
| 848E50200 FULL-DEPTH REPAIR | 4 CY | $1,100 | $1,257 | $1,800 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED(1 1/4") | 579 SY | $15.00 | $12.37 | $14.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA Section 15 - STRUCTURE REPAIR (HEN-6-1270R) - Totals Awd $647,694.37 2 $640,738.23 3 $840,655.34 | 32 SY | $30.00 | $112 | $80.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $236,306 | $200,000 | $500,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $20,000 | $3,500 | $12,000 |
| 619E16021 FIELD OFFICE, TYPE C, AS PER PLAN | 31 MNTH | $6,900 | $6,250 | $16,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $185,307 | $235,500 | $475,000 |
Project details
- Description
- HEN-US 6/US 24-11.32/04.62
- Type of work
- Pavement
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 →