Has-US 22-15.11
Harrison County · est $36M
Bid dateThursday, March 26—
Harrison County · est $36M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by winning bid’s extended amount · 368 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Beaver Excavating Company | % of bid |
|---|---|---|---|---|
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 22,955 CY | $198 | $198 | 18% |
| 304E20000 AGGREGATE BASE | 31,608 CY | $108 | $115 | 14% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 7,846 CY | $270 | $270 | 9% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 8,746 CY | $225 | $225 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $1,850,000 | $2,000,000 | 8% |
| 611E96600 CONDUIT, BORED OR JACKED, 27" TYPE A, 748.06 | 328 FT | $5,000 | $5,025 | 7% |
| 202E23000 PAVEMENT REMOVED | 180,780 SY | $9.00 | $12.00 | 7% |
| 206E10500 CEMENT | 5,870 TON | $209 | $205 | 5% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 77,513 FT | $10.50 | $13.75 | 3% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 10,863 SY | $70.00 | $70.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $650,000 | $1,150,000 | 3% |
| 622E41011 PORTABLE BARRIER, 50", AS PER PLAN | 29,490 FT | $22.00 | $27.00 | 3% |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 194,627 SY | $3.00 | $3.30 | 2% |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 36,992 FT | $15.00 | $18.75 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 20,400 FT | $19.00 | $18.40 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $384,000 | $250,000 | 2% |
| 203E10000 EXCAVATION | 19,862 CY | $18.00 | $40.00 | 1% |
| 832E30000 EROSION CONTROL | 350,000 EACH | $1.00 | $1.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $350,000 | $80,000 | 1% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 272 CY | $1,150 | $1,225 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Beaver Excavating Company |
|---|---|---|---|
| 202E20010 HEADWALL REMOVED | 2 EACH | $600 | $150 |
| 202E30700 CONCRETE BARRIER REMOVED | 176 FT | $25.00 | $20.50 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 266 FT | $27.00 | $50.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 12 FT | $38.00 | $90.00 |
| 202E38000 GUARDRAIL REMOVED | 22,322 FT | $2.00 | $2.00 |
| 202E38300 GUARDRAIL REMOVED, BARRIER DESIGN | 412 FT | $3.00 | $3.00 |
| 202E42206 ANCHOR ASSEMBLY REMOVED |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| 48 EACH |
| $139 |
| $130 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 26 EACH | $80.00 | $75.00 |
| 202E47800 IMPACT ATTENUATOR REMOVED | 4 EACH | $208 | $195 |
| 202E58100 CATCH BASIN REMOVED | 20 EACH | $254 | $375 |
| 202E58200 INLET REMOVED | 6 EACH | $580 | $415 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 27" DIAM | 328 FT | $58.00 | $70.00 |
| 203E20000 EMBANKMENT | 2,824 CY | $40.00 | $38.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 600 CY | $35.00 | $36.50 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 600 CY | $108 | $106 |
| 204E45000 PROOF ROLLING | 7 HOUR | $1,100 | $1,150 |
| 206E11000 CURING COAT | 194,627 SY | $1.20 | $1.20 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 425 FT | $29.00 | $27.20 |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 325 FT | $36.00 | $33.60 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 23 EACH | $2,660 | $2,495 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 20 EACH | $1,440 | $1,350 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 11 EACH | $2,630 | $2,460 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 6 EACH | $620 | $580 |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 4 EACH | $12,000 | $9,385 |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 72 FT | $320 | $300 |
| 622E24001 CONCRETE BARRIER, TYPE D, AS PER PLAN | 135 FT | $260 | $315 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 2 EACH | $5,400 | $5,000 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 2 EACH | $5,500 | $5,000 |
| 601E11000 RIPRAP, TYPE D | 3 SY | $665 | $670 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 118 SY | $152 | $190 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 4 CY | $495 | $285 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 16 CY | $365 | $325 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $25.00 | $100 |
| 659E00300 TOPSOIL | 14,045 CY | $15.00 | $35.00 |
| 659E10000 SEEDING AND MULCHING | 94,418 SY | $0.70 | $0.94 |
| 659E14000 REPAIR SEEDING AND MULCHING | 4,721 SY | $0.70 | $1.15 |
| 659E15000 INTER-SEEDING | 4,721 SY | $0.10 | $0.90 |
| 659E20000 COMMERCIAL FERTILIZER | 21.24 TON | $260 | $250 |
| 659E31000 LIME | 19.51 ACRE | $26.00 | $35.00 |
| 659E35000 WATER | 523 MGAL | $0.10 | $0.50 |
| 670E00500 SLOPE EROSION PROTECTION | 32,077 SY | $1.20 | $1.50 |
| 670E00700 DITCH EROSION PROTECTION | 1,273 SY | $1.40 | $1.55 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $15,000 | $20,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $36,000 | $25,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $17,500 | $20,000 |
| 602E20000 CONCRETE MASONRY | 3.4 CY | $2,800 | $1,900 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 790 FT | $23.00 | $25.00 |
| 605E13500 6" ROCK CUT UNDERDRAINS | 4,661 FT | $11.00 | $12.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 764 FT | $36.00 | $30.00 |
| 611E00900 6" CONDUIT, TYPE B | 2,294 FT | $32.00 | $39.52 |
| 611E04400 12" CONDUIT, TYPE B | 118 FT | $93.00 | $71.00 |
| 611E04400 12" CONDUIT, TYPE B, 707.24 | 8 FT | $314 | $900 |
| 611E04400 12" CONDUIT, TYPE B, 707.33 | 12 FT | $265 | $340 |
| 611E05900 15" CONDUIT, TYPE B, 706.02 | 20 FT | $345 | $475 |
| 611E05900 15" CONDUIT, TYPE B, 707.33 | 36 FT | $290 | $330 |
| 611E07400 18" CONDUIT, TYPE B, 706.02 | 8 FT | $328 | $575 |
| 611E07400 18" CONDUIT, TYPE B, 707.33 | 8 FT | $307 | $340 |
| 611E07600 18" CONDUIT, TYPE C | 54 FT | $175 | $180 |
| 611E10400 24" CONDUIT, TYPE B, 706.02 | 4 FT | $453 | $520 |
| 611E11900 27" CONDUIT, TYPE B, 706.02 | 8 FT | $405 | $720 |
| 611E11900 27" CONDUIT, TYPE B, 707.24 | 4 FT | $888 | $1,400 |
| 611E12100 27" CONDUIT, TYPE C | 97 FT | $168 | $230 |
| 611E13400 30" CONDUIT, TYPE B, 706.08 | 4 FT | $648 | $775 |
| 611E13400 30" CONDUIT, TYPE B, 706.24 | 8 FT | $916 | $810 |
| 611E16400 36" CONDUIT, TYPE B, 707.24 | 8 FT | $796 | $750 |
| 611E98230 CATCH BASIN, NO. 4 | 2 EACH | $10,300 | $18,000 |
| 611E98410 CATCH BASIN, NO. 8 | 18 EACH | $6,200 | $6,050 |
| 611E98711 INLET, NO. 2-6, AS PER PLAN | 3 EACH | $8,040 | $6,500 |
| 611E98721 INLET, NO. 2-8, AS PER PLAN | 2 EACH | $8,694 | $7,500 |
| 611E98731 INLET, NO. 2-10, AS PER PLAN | 1 EACH | $8,890 | $8,100 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $4,725 | $5,000 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 56 EACH | $548 | $675 |
| 899E10000 CURED-IN-PLACE PIPE LINER, 27" DIAMETER | 562 FT | $296 | $320 |
| 899E10000 CURED-IN-PLACE PIPE LINER, 30" DIAMETER | 93 FT | $425 | $530 |
| 899E10000 CURED-IN-PLACE PIPE LINER, 36" DIAMETER | 414 FT | $455 | $465 |
| 899E10000 CURED-IN-PLACE PIPE LINER, 42" DIAMETER | 358 FT | $572 | $615 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $50,000 | $370,000 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN(T= | 25,359 SY | $3.25 | $3.25 |
| 407E10000 TACK COAT | 21,283 GAL | $3.15 | $3.15 |
| 441E00100 ANTI-SEGREGATION EQUIPMENT | 10,737 CY | $15.00 | $15.00 |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 589 CY | $270 | $270 |
| 452E13010 9" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 72 SY | $195 | $230 |
| 609E71000 CONCRETE MEDIAN | 5,321 SF | $14.00 | $18.00 |
| 618E40800 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 95,509 FT | $0.15 | $0.15 |
| 621E00100 RPM | 869 EACH | $37.00 | $35.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (1-WAY) | 242 EACH | $13.00 | $12.50 |
| 630E07500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 | 101.2 FT | $80.00 | $75.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 4 EACH | $1,200 | $1,135 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 4 EACH | $1,630 | $1,525 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $101 | $95.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 4 EACH | $422 | $395 |
| 646E10200 CENTER LINE | 1 MILE | $3,742 | $4,100 |
| 646E10400 STOP LINE | 263 FT | $13.00 | $7.00 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 536 FT | $13.00 | $13.00 |
| 646E10700 CURB MARKING | 3,608 FT | $5.00 | $3.00 |
| 646E20300 LANE ARROW | 8 EACH | $197 | $175 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 18.96 MILE | $4,275 | $3,400 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 6.87 MILE | $1,870 | $1,800 |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 2,533 FT | $3.00 | $2.70 |
| 807E12410 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 4,457 FT | $2.00 | $1.25 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1,330 | $1,050 |
| 850E10110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.30 | $1.00 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.90 | $1.75 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 400 HOUR | $102 | $100 |
| 614E11630 INCREASED BARRIER DELINEATION | 6,646 FT | $0.50 | $0.45 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,500 | $2,500 |
| 614E12420 DETOUR SIGNING | 1 LS | $21,000 | $75,000 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 16 EACH | $100 | $95.00 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 2,378 EACH | $26.00 | $20.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 100 CY | $350 | $350 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 2,180 EACH | $13.00 | $12.50 |
| 614E13360 OBJECT MARKER, TWO WAY | 1,279 EACH | $24.00 | $22.50 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 34 SNMT | $985 | $1,100 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 6.6 MILE | $614 | $575 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 2.67 MILE | $1,150 | $1,075 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 45.46 MILE | $956 | $895 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 6,518 FT | $0.60 | $0.58 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 15,492 FT | $0.50 | $0.47 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 219 FT | $5.50 | $5.50 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 4 EACH | $133 | $125 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $235,000 | $800,000 |
| 616E10000 WATER | 100 MGAL | $77.00 | $95.00 |
| 622E41060 DUAL PORTABLE BARRIER TRANSITION/TERMINATION | 2 EACH | $2,400 | $200 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 16,964 FT | $15.00 | $20.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 160 SNMT | $530 | $500 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $5,000 | $1,000 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $200,000 | $250,000 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $49.00 | $50.00 |
| 202E23500 WEARING COURSE REMOVED | 1,164 SY | $8.00 | $9.00 |
| 202E98000 REMOVAL MISC.: OEPA NOTIFICATION OF DEMOLITION | 1 LS | $80.00 | $100 |
| 503E21100 UNCLASSIFIED EXCAVATION | 48 CY | $365 | $900 |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 98,806 LB | $1.60 | $1.65 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 8,213 FT | $2.00 | $1.98 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 248 EACH | $28.00 | $30.00 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 120 CY | $725 | $1,000 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 38 CY | $2,850 | $1,385 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,096 SY | $28.00 | $26.50 |
| 512E33000 TYPE 2 WATERPROOFING | 34 SY | $30.00 | $40.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 2,772 EACH | $5.00 | $5.40 |
| 513E21001 TRIMMING OF BEAM END, AS PER PLAN | 12 EACH | $2,366 | $2,300 |
| 513E21501 REPLACEMENT OF DETERIORATED END CROSSFRAMES, AS PE | 731 LB | $61.00 | $40.00 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 105 FT | $900 | $950 |
| 516E20010 1" ELASTOMERIC ERECTION STRIP | 78 SF | $85.00 | $100 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $3,200 | $3,750 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 12 EACH | $4,800 | $3,475 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $40,000 | $37,500 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 43 SY | $24.00 | $50.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 25 CY | $250 | $155 |
| 518E39800 4" PERFORATED CORRUGATED PLASTIC PIPE | 62 FT | $9.00 | $26.50 |
| 518E39900 4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 36 FT | $9.00 | $21.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 68 FT | $9.00 | $24.25 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $9.00 | $20.50 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 76 SF | $75.00 | $125 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 47 SF | $240 | $225 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 234 SY | $430 | $475 |
| 526E90010 TYPE A INSTALLATION | 110 FT | $188 | $250 |
| 601E20001 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 26 SY | $110 | $62.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 8 SY | $140 | $105 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $340 | $550 |
| 613E41201 LOW STRENGTH MORTAR BACKFILL, AS PER PLAN | 49 CY | $360 | $200 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 43 CF | $800 | $715 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $5,500 | $1,000 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $185,000 | $250,000 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $49.00 | $50.00 |
| 202E23500 WEARING COURSE REMOVED | 932 SY | $12.00 | $9.00 |
| 202E98000 REMOVAL MISC.: OEPA NOTIFICATION OF DEMOLITION | 1 LS | $80.00 | $100 |
| 503E21100 UNCLASSIFIED EXCAVATION | 41 CY | $454 | $1,350 |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 79,151 LB | $1.75 | $1.95 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 6,679 FT | $1.90 | $2.20 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 244 EACH | $28.00 | $30.00 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 214 CY | $1,155 | $1,275 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 103 CY | $800 | $1,000 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 34 CY | $3,150 | $1,350 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 869 SY | $25.00 | $26.50 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 5 FT | $175 | $165 |
| 512E33000 TYPE 2 WATERPROOFING | 34 SY | $39.00 | $40.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 2,124 EACH | $5.00 | $5.40 |
| 513E21001 TRIMMING OF BEAM END, AS PER PLAN | 12 EACH | $2,366 | $2,300 |
| 513E21501 REPLACEMENT OF DETERIORATED END CROSSFRAMES, AS PE | 731 LB | $61.00 | $40.00 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 105 FT | $900 | $950 |
| 516E20010 1" ELASTOMERIC ERECTION STRIP | 83 SF | $84.00 | $100 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $2,765 | $3,000 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $2,765 | $3,000 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $3,700 | $3,000 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $2,800 | $3,000 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $45,000 | $50,000 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 43 SY | $23.00 | $45.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 28 CY | $241 | $150 |
| 518E39800 4" PERFORATED CORRUGATED PLASTIC PIPE | 61 FT | $9.00 | $26.50 |
| 518E39900 4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 36 FT | $9.00 | $21.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 63 FT | $9.00 | $24.25 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 45 FT | $9.00 | $20.50 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 283 SF | $74.00 | $85.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 87 SF | $240 | $225 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 234 SY | $430 | $475 |
| 526E90010 TYPE A INSTALLATION | 110 FT | $188 | $250 |
| 601E20001 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 26 SY | $108 | $65.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 8 SY | $140 | $105 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $317 | $550 |
| 613E41201 LOW STRENGTH MORTAR BACKFILL, AS PER PLAN | 43 CY | $270 | $225 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 22 CF | $908 | $715 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (MAIN M | 1 LS | $16,500 | $15,420 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN(SECONDA | 1 LS | $1,500 | $1,280 |
| 202E11202 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $15,000 | $50,000 |
| 202E98100 REMOVAL MISC.: OEPA NOTIFICATION OF DEMOLITION | 1 EACH | $80.00 | $100 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 505 LB | $2.00 | $2.50 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 5 CY | $5,600 | $1,900 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 814 SY | $28.00 | $26.50 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 785 SY | $30.00 | $30.00 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 492 FT | $5.00 | $7.00 |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 1,732 LB | $13.00 | $15.00 |
| 513E95000 STRUCTURAL STEEL, MISC.: REPAIR OF DAMAGED MAIN ME | 26 FT | $3,300 | $3,100 |
| 513E95000 STRUCTURAL STEEL, MISC.: REPAIR OF DAMAGED MAIN OR | 32 FT | $254 | $238 |
| 513E95030 STRUCTURAL STEEL, MISC.:REPAIR OF DAMAGED CROSSFRA | 10 EACH | $1,212 | $384 |
| 514E20001 FIELD PAINTING OF DAMAGED STRUCTURAL STEEL, AS PER | 255 SF | $190 | $175 |
| 516E01300 ELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS | 126 FT | $86.00 | $120 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 13 SF | $15.00 | $25.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $25,000 | $50,000 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 72 SF | $225 | $225 |
| 519E12304 PATCHING CONCRETE BRIDGE DECK - TYPE C | 25 SY | $1,000 | $1,000 |
| 601E20001 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 100 SY | $100 | $45.00 |
| 849E10000 DAMAGE ASSESSMENT | 1 LS | $3,800 | $3,560 |
| 849E10500 SURFACE PREPARATION | 1 LS | $11,490 | $5,000 |
| 849E10600 REPAIRING DAMAGED MEMBERS BY GRINDING | 4 HOUR | $300 | $310 |
| 849E10700 STRAIGHTENING DAMAGED MEMBERS | 1 LS | $22,360 | $22,500 |
| 858E10000 THIN POLYMER EPOXY OVERLAY | 1,066 SY | $70.00 | $70.00 |
| 202E11202 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $14,000 | $50,000 |
| 202E98100 REMOVAL MISC.: OEPA NOTIFICATION OF DEMOLITION | 1 EACH | $80.00 | $100 |
| 503E21100 UNCLASSIFIED EXCAVATION | 1 CY | $160 | $700 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 506 LB | $2.00 | $2.50 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 5 CY | $5,600 | $1,900 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 796 SY | $28.00 | $26.50 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 767 SY | $32.00 | $30.00 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 481 FT | $5.00 | $7.00 |
| 514E20001 FIELD PAINTING OF DAMAGED STRUCTURAL STEEL, AS PER | 513 SF | $190 | $175 |
| 516E01300 ELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS | 126 FT | $86.00 | $120 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 13 SF | $21.00 | $25.00 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 76 SF | $74.00 | $125 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 59 SF | $240 | $225 |
| 519E12304 PATCHING CONCRETE BRIDGE DECK - TYPE C | 26 SY | $1,000 | $1,000 |
| 601E20001 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 100 SY | $100 | $45.00 |
| 858E10000 THIN POLYMER EPOXY OVERLAY | 1,066 SY | $70.00 | $70.00 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $140,000 | $200,000 |
| 202E22900 APPROACH SLAB REMOVED | 288 SY | $39.00 | $50.00 |
| 202E98100 REMOVAL MISC.: OEPA NOTIFICATION OF DEMOLITION | 1 EACH | $80.00 | $200 |
| 503E21100 UNCLASSIFIED EXCAVATION | 507 CY | $200 | $210 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 28,029 LB | $2.25 | $2.50 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $4,500 | $4,850 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 111 CY | $1,350 | $1,200 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 18 CY | $3,000 | $1,750 |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 138 CY | $1,450 | $1,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 106 SY | $13.00 | $13.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 303 SY | $27.00 | $26.50 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 13 SY | $25.00 | $25.00 |
| 512E33000 TYPE 2 WATERPROOFING | 11 SY | $50.00 | $45.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 168 SY | $32.00 | $30.00 |
| 513E10221 STRUCTURAL STEEL MEMBERS, LEVEL 1, AS PER PLAN | 9,600 LB | $10.50 | $11.50 |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 31,000 LB | $2.85 | $2.89 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 396 EACH | $4.75 | $11.50 |
| 513E95030 STRUCTURAL STEEL, MISC.: FIELD DRILLING HOLES | 816 EACH | $40.00 | $39.00 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 416 SF | $141 | $130 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 416 SF | $11.00 | $10.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 1,352 SF | $30.00 | $30.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 1,352 SF | $14.00 | $13.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 1 MNHR | $160 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 1 EACH | $218 | $200 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 57 FT | $90.00 | $80.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 151 SF | $11.00 | $15.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 191 SF | $11.00 | $18.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 142 FT | $55.00 | $40.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $2,650 | $2,500 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $80,000 | $75,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 106 CY | $150 | $155 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 130 FT | $7.00 | $18.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 22 FT | $14.00 | $25.00 |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 93 FT | $430 | $320 |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 164 FT | $375 | $470 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 299 SY | $430 | $460 |
| 526E90010 TYPE A INSTALLATION | 57 FT | $160 | $250 |
| 526E90031 TYPE C INSTALLATION, AS PER PLAN | 57 FT | $241 | $350 |
| 601E21000 CONCRETE SLOPE PROTECTION | 11 SY | $320 | $180 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 40 CY | $260 | $215 |
| 858E10000 THIN POLYMER EPOXY OVERLAY | 595 SY | $74.00 | $70.00 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 2 EACH | $2,410 | $10,000 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $140,000 | $200,000 |
| 202E22900 APPROACH SLAB REMOVED | 288 SY | $40.00 | $50.00 |
| 202E98100 REMOVAL MISC.: OEPA NOTIFICATION OF DEMOLITION | 1 EACH | $80.00 | $100 |
| 503E21100 UNCLASSIFIED EXCAVATION | 495 CY | $200 | $200 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 33,499 LB | $2.00 | $2.50 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $4,800 | $4,850 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 112 CY | $1,400 | $1,200 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 18 CY | $3,000 | $1,750 |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 133 CY | $1,450 | $1,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 111 SY | $14.00 | $13.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 303 SY | $28.00 | $26.50 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 13 SY | $26.00 | $25.00 |
| 512E33000 TYPE 2 WATERPROOFING | 11 SY | $53.00 | $45.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 168 SY | $32.00 | $30.00 |
| 513E10221 STRUCTURAL STEEL MEMBERS, LEVEL 1, AS PER PLAN | 9,600 LB | $10.50 | $11.50 |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 31,000 LB | $3.00 | $2.95 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 396 EACH | $5.00 | $11.50 |
| 513E95030 STRUCTURAL STEEL, MISC.: FIELD DRILLING HOLES | 816 EACH | $39.00 | $39.00 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 416 SF | $140 | $130 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 416 SF | $11.00 | $10.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 1,352 SF | $32.00 | $30.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 1,352 SF | $14.00 | $13.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 1 MNHR | $150 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 1 EACH | $200 | $200 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 57 FT | $90.00 | $80.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 151 SF | $11.00 | $15.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 191 SF | $11.00 | $18.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 143 FT | $55.00 | $40.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $2,750 | $2,500 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $92,000 | $70,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 101 CY | $156 | $155 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 140 FT | $6.00 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 29 FT | $8.00 | $25.00 |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 44 FT | $550 | $475 |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 175 FT | $390 | $450 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 299 SY | $425 | $450 |
| 526E90010 TYPE A INSTALLATION | 57 FT | $156 | $250 |
| 526E90031 TYPE C INSTALLATION, AS PER PLAN | 57 FT | $241 | $350 |
| 601E21000 CONCRETE SLOPE PROTECTION | 11 SY | $320 | $200 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 29 CY | $250 | $215 |
| 858E10000 THIN POLYMER EPOXY OVERLAY | 595 SY | $70.00 | $70.00 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 2 EACH | $2,410 | $10,000 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $145,000 | $200,000 |
| 202E22900 APPROACH SLAB REMOVED | 172 SY | $50.00 | $50.00 |
| 202E98100 REMOVAL MISC.: OEPA NOTIFICATION OF DEMOLITION | 1 EACH | $80.00 | $100 |
| 503E21100 UNCLASSIFIED EXCAVATION | 277 CY | $275 | $200 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 28,029 LB | $2.20 | $2.50 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $4,800 | $4,850 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 80 CY | $1,900 | $1,400 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 17 CY | $3,100 | $1,750 |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 119 CY | $1,600 | $950 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 49 SY | $14.00 | $13.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 288 SY | $21.00 | $20.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 580 SY | $21.00 | $20.50 |
| 512E33000 TYPE 2 WATERPROOFING | 7 SY | $75.00 | $60.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 139 SY | $32.00 | $30.00 |
| 513E10220 STRUCTURAL STEEL MEMBERS, LEVEL 1 | 29,000 LB | $5.50 | $5.78 |
| 513E10221 STRUCTURAL STEEL MEMBERS, LEVEL 1, AS PER PLAN | 21,900 LB | $5.50 | $5.40 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 672 EACH | $5.00 | $7.50 |
| 513E95030 STRUCTURAL STEEL, MISC.: FIELD DRILLING HOLES | 812 EACH | $38.00 | $40.00 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 787 SF | $150 | $140 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 910 SF | $21.00 | $20.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 1,741 SF | $32.00 | $30.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 1,741 SF | $14.00 | $13.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 1 MNHR | $165 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 1 EACH | $22.00 | $200 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 128 SF | $12.00 | $15.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 92 SF | $18.00 | $18.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 137 FT | $55.00 | $40.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 14 EACH | $2,750 | $2,000 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $100,000 | $80,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 98 CY | $158 | $155 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 132 FT | $6.00 | $18.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 37 FT | $8.00 | $25.00 |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 1 FT | $15,500 | $6,900 |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 129 FT | $475 | $475 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 289 SY | $445 | $465 |
| 526E90010 TYPE A INSTALLATION | 106 FT | $120 | $250 |
| 601E21000 CONCRETE SLOPE PROTECTION | 19 SY | $211 | $125 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 20 CY | $335 | $220 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 2 EACH | $2,410 | $8,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $160,000 | $350,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $2,800 | $20,000 |
| 619E16020 FIELD OFFICE, TYPE C | 30 MNTH | $5,800 | $4,250 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 22,955 CY | $197.5 | $4.53M | 12% |
| 304E20000 AGGREGATE BASE | 31,608 CY | $108 | $3.41M | 9% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 7,846 CY | $270 | $2.12M | 6% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 8,746 CY | $225 | $1.97M | 5% |
| 624E10000 MOBILIZATION | 1 LS | $1,850,000 | $1.85M | 5% |
| 611E96600 CONDUIT, BORED OR JACKED, 27" TYPE A, 748.06 | 328 FT | $5,000 | $1.64M | 4% |
| 202E23000 PAVEMENT REMOVED | 180,780 SY | $9 | $1.63M | 4% |
| 206E10500 CEMENT | 5,870 TON | $209 | $1.23M | 3% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 77,513 FT | $10.5 | $814k | 2% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 10,863 SY | $70 | $760k | 2% |