Ham-IR 75-01.05
Hamilton County · est $38M
Bid dateThursday, October 9—
Hamilton County · est $38M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 388 more items below.
| Item | Quantity | R1Great Lakes Construction CO | R2Sunesis Construction CO | R3Beaty Construction INC | % of bid |
|---|---|---|---|---|---|
| 524E94915 DRILLED SHAFTS, 60" DIAMETER, ABOVE BEDROCK, AS PE | 2,528 FT | $1,820 | $1,953 | $1,925 | 16% |
| 524E94915 DRILLED SHAFTS, 60" DIAMETER, ABOVE BEDROCK, AS PE | 5,260 FT | $815 | $675 | $735 | 15% |
| 513E10281 STRUCTURAL STEEL MEMBERS, LEVEL 4, AS PER PLAN | 1,275,300 LB | $2.45 | $3.18 | $2.80 | 11% |
| 624E10000 MOBILIZATION | 1 LS | $2,325,000 | $1,218,491 | $1,200,000 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $2,018,000 | $1,548,977 | $6,178,636 | 7% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, W33x387 | 1,872 FT | $800 | $800 | $695 | 5% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS |
| Item | Quantity | R1Great Lakes Construction CO | R2Sunesis Construction CO | R3Beaty Construction INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100,000 | $61,500 | $225,000 |
| 202E23000 PAVEMENT REMOVED | 9,999 SY | $22.50 | $17.84 | $16.25 |
| 202E30000 WALK REMOVED | 8,059 SF | $1.60 | $1.31 | $1.35 |
| 202E32000 CURB REMOVED | 3,551 FT | $1.75 | $4.76 | $3.15 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 776 FT | $70.00 | $19.40 | $82.50 |
| 202E38000 GUARDRAIL 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 →
| $1,465,000 |
| $1,049,764 |
| $1,500,000 |
| 5% |
| 509E26001 GALVANIZED STEEL REINFORCEMENT, AS PER PLAN | 502,155 LB | $2.65 | $2.58 | $2.00 | 5% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: BRIDGE DECK, WITH QC/QA | 1,079 CY | $1,100 | $1,853 | $1,100 | 4% |
| 530E01300 SPECIAL - STRUCTURES: SCREEN WALLS | 728 FT | $1,598 | $1,595 | $2,375 | 4% |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 880 CY | $1,275 | $1,870 | $1,030 | 4% |
| 606E10210 SPECIAL - NOISE BARRIER (REFLECTIVE) | 17,427 SF | $62.50 | $91.01 | $70.00 | 4% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $650,000 | $607,903 | $425,000 | 2% |
| 203E10000 EXCAVATION | 16,726 CY | $32.00 | $31.36 | $31.35 | 2% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 2,227 CY | $240 | $240 | $240 | 2% |
| 511E34463 CLASS QC SCC CONCRETE WITH QC/QA, BRIDGE DECK (PAR | 313 CY | $1,600 | $3,298 | $1,700 | 2% |
| 511E53010 CLASS QC1 CONCRETE, MISC.:SHAFT CAP WITH QC/QA | 475 CY | $950 | $1,058 | $995 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $425,000 | $250,000 | $500,000 | 1% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: PIER ABOVE FOOTINGS, WI | 237 CY | $1,700 | $1,792 | $1,650 | 1% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 176,174 LB | $2.20 | $2.87 | $2.00 | 1% |
| 2,363 FT |
| $5.00 |
| $5.00 |
| $2.80 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 1 EACH | $125 | $125 | $375 |
| 202E58000 MANHOLE REMOVED | 1 EACH | $900 | $690 | $2,375 |
| 202E58100 CATCH BASIN REMOVED | 11 EACH | $750 | $482 | $1,705 |
| 202E75000 FENCE REMOVED | 1,705 FT | $6.00 | $6.00 | $4.00 |
| 202E98200 REMOVAL MISC.: RETAINING WALL | 440 FT | $285 | $237 | $450 |
| 203E20000 EMBANKMENT | 2,106 CY | $9.00 | $13.52 | $12.50 |
| 203E20001 EMBANKMENT, AS PER PLAN | 653 CY | $20.00 | $19.72 | $17.35 |
| 204E13000 EXCAVATION OF SUBGRADE | 1,409 CY | $43.00 | $45.03 | $43.35 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 1,409 CY | $80.00 | $81.66 | $96.75 |
| 204E45000 PROOF ROLLING | 5 HOUR | $350 | $259 | $585 |
| 204E50000 GEOTEXTILE FABRIC | 4,225 SY | $2.00 | $1.64 | $3.00 |
| 206E10500 CEMENT | 199 TON | $210 | $210 | $240 |
| 206E11000 CURING COAT | 6,643 SY | $1.40 | $1.25 | $1.40 |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 6,643 SY | $6.25 | $24.07 | $7.34 |
| 206E30000 MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | 1 LS | $6,100 | $9,016 | $10,016 |
| 606E15050 GUARDRAIL, TYPE MGS | 550 FT | $26.00 | $26.00 | $27.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,500 | $2,500 | $3,650 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,150 | $1,110 | $1,880 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 1 EACH | $2,400 | $2,400 | $3,720 |
| 606E60022 IMPACT ATTENUATOR, TYPE 2 (UNIDIRECTIONAL) (35 MPH | 1 EACH | $18,850 | $18,850 | $26,400 |
| 607E98000 FENCE, MISC.: WOOD FENCE | 104 FT | $80.00 | $126 | $74.00 |
| 608E12000 5" CONCRETE WALK | 31,812 SF | $10.00 | $10.58 | $10.00 |
| 608E52000 CURB RAMP | 754 SF | $30.00 | $22.26 | $25.75 |
| 608E98000 WALKWAY, MISC.: 12" CONCRETEWALK | 54 SF | $55.00 | $23.26 | $69.25 |
| 622E10120 CONCRETE BARRIER, SINGLE SLOPE, TYPE C | 194 FT | $185 | $230 | $127 |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 20 FT | $290 | $300 | $295 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 1 EACH | $8,000 | $6,000 | $7,365 |
| 622E25008 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 1 EACH | $8,000 | $6,906 | $7,005 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 1 EACH | $9,000 | $6,906 | $6,575 |
| 622E41101 PORTABLE BARRIER, UNANCHORED, AS PER PLAN | 276 FT | $55.00 | $101 | $74.49 |
| 690E98400 SPECIAL - CONSULTANT FOR CONCRETE QUALITY CONTROL | 1 LS | $253,000 | $83,000 | $80,000 |
| 202E30600 CONCRETE MEDIAN REMOVED | 45 SY | $25.00 | $125 | $45.50 |
| 622E41111 PORTABLE BARRIER, ANCHORED, AS PER PLAN | 640 FT | $62.00 | $120 | $80.21 |
| 202E98200 REMOVAL MISC.:' STREET CAR RAILS AND TIES REMOVED | 150 FT | $50.43 | $481 | $165 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $200 | $75.00 | $200 |
| 659E00300 TOPSOIL | 985 CY | $55.00 | $92.88 | $55.00 |
| 659E10000 SEEDING AND MULCHING | 8,873 SY | $1.95 | $5.16 | $1.95 |
| 659E14000 REPAIR SEEDING AND MULCHING | 444 SY | $1.00 | $1.70 | $1.00 |
| 659E15000 INTER-SEEDING | 444 SY | $0.50 | $1.70 | $0.01 |
| 659E20000 COMMERCIAL FERTILIZER | 1.31 TON | $1,500 | $760 | $1,500 |
| 659E31000 LIME | 1.83 ACRE | $200 | $50.00 | $200 |
| 659E35000 WATER | 49 MGAL | $1.00 | $50.00 | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $5,000 | $3,635 | $5,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $50,000 | $32,099 | $75,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $30,000 | $29,676 | $50,500 |
| 832E30000 EROSION CONTROL | 55,000 EACH | $1.00 | $1.00 | $1.00 |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 2,245 FT | $22.00 | $10.95 | $36.50 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 100 FT | $27.00 | $12.85 | $31.50 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 340 FT | $33.00 | $45.61 | $59.50 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN | 425 FT | $135 | $84.20 | $126 |
| 611E04601 12" CONDUIT, TYPE C, AS PER PLAN | 78 FT | $140 | $84.24 | $189 |
| 611E05901 15" CONDUIT, TYPE B, AS PER PLAN | 287 FT | $150 | $90.82 | $152 |
| 611E06101 15" CONDUIT, TYPE C, AS PER PLAN (CINCINNATI) | 49 FT | $160 | $230 | $214 |
| 611E07401 18" CONDUIT, TYPE B, AS PER PLAN | 339 FT | $200 | $159 | $236 |
| 611E07601 18" CONDUIT, TYPE C, AS PER PLAN | 50 FT | $340 | $160 | $326 |
| 611E10401 24" CONDUIT, TYPE B, AS PER PLAN | 53 FT | $225 | $176 | $271 |
| 611E98150 CATCH BASIN, NO. 3 | 4 EACH | $7,100 | $4,796 | $9,090 |
| 611E98180 CATCH BASIN, NO. 3A | 16 EACH | $5,500 | $3,279 | $8,085 |
| 611E98370 CATCH BASIN, NO. 6 | 5 EACH | $4,000 | $3,268 | $8,025 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $2,350 | $2,043 | $5,450 |
| 611E98510 CATCH BASIN, NO. 2-3 | 1 EACH | $3,000 | $3,428 | $6,165 |
| 611E98690 CATCH BASIN, MISC.: COMBINATION INLET (CI) (CINCIN | 9 EACH | $6,900 | $4,811 | $9,020 |
| 611E98690 CATCH BASIN, MISC.: DOUBLE GUTTER INLET MANHOLE (D | 6 EACH | $9,600 | $9,261 | $14,550 |
| 611E98810 INLET, NO. 3C | 1 EACH | $13,500 | $17,942 | $9,950 |
| 611E99500 INLET, MISC.: DITCH INLET (DI) (CINCINNATI) | 1 EACH | $4,700 | $2,725 | $5,380 |
| 611E99574 MANHOLE, NO. 3 | 3 EACH | $7,300 | $7,032 | $7,700 |
| 611E99690 MANHOLE, MISC.:STANDARD MANHOLE, TYPE B (CINCINNAT | 3 EACH | $6,800 | $9,840 | $7,700 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN (CINCINNATI) | 931 FT | $200 | $140 | $141 |
| 611E05901 15" CONDUIT, TYPE B, AS PER PLAN (CINCINNATI) | 263 FT | $235 | $185 | $151 |
| 611E07401 18" CONDUIT, TYPE B, AS PER PLAN (CINCINNATI) | 254 FT | $275 | $249 | $229 |
| 611E07601 18" CONDUIT, TYPE C, AS PER PLAN (CINCINNATI) | 24 FT | $275 | $241 | $656 |
| 611E04601 12" CONDUIT, TYPE C, AS PER PLAN (CINCINNATI) | 92 FT | $160 | $130 | $135 |
| 690E98600 SPECIAL -: DRAINAGE SYSTEM CLEANING, 36" AND UNDER | 200 HOUR | $535 | $180 | $195 |
| 690E98600 SPECIAL -: DRAINAGE SYSTEM CLEANING, OVER 36" | 100 HOUR | $550 | $250 | $271 |
| 839E29000 TRENCH DRAIN, TYPE A WITH STANDARD GRATE | 268 FT | $260 | $200 | $264 |
| 257E10000 DIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT | 5,537 SY | $6.20 | $3.75 | $6.15 |
| 304E20000 AGGREGATE BASE | 1,199 CY | $100 | $88.02 | $102 |
| 407E20000 NON-TRACKING TACK COAT | 1,148 GAL | $5.00 | $5.00 | $5.00 |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 485 CY | $450 | $450 | $450 |
| 442E20180 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 497 CY | $425 | $425 | $425 |
| 442E90000 ASPHALT CONCRETE, MISC.: FULL-DEPH 448 TYPE 1 HOT- | 52 CY | $825 | $825 | $825 |
| 452E11010 7" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 121 SY | $210 | $150 | $119 |
| 452E14020 10" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 197 SY | $185 | $204 | $173 |
| 609E71000 CONCRETE MEDIAN | 276 SF | $21.50 | $17.00 | $13.75 |
| 609E98000 CURB, MISC.: TYPE B-1 CURB (CINCINNATI) | 46 FT | $80.00 | $30.90 | $67.25 |
| 609E98000 CURB, MISC.: TYPE P-1 CURB (CINCINNATI) | 82 FT | $90.00 | $20.00 | $59.00 |
| 609E98000 CURB, MISC.: TYPE S-1 CURB (CINCINNATI) | 4,393 FT | $40.00 | $38.70 | $34.75 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $111,000 | $14,420 | $150,000 |
| 638E20500 SPECIAL - VALVE BOX ADJUSTED TO GRADE (GCWW) | 2 EACH | $420 | $137 | $800 |
| 638E20760 SPECIAL - FIRE HYDRANT REMOVED AND DISPOSED OF (GC | 2 EACH | $2,550 | $877 | $1,950 |
| 638E20764 SPECIAL - FIRE HYDRANT SERVICE LINE SHORTENED AND | 1 EACH | $5,250 | $8,054 | $2,665 |
| 611E04400 12" CONDUIT, TYPE B (SANITARY SEWER) | 153 FT | $410 | $284 | $337 |
| 611E99654 MANHOLE ADJUSTED TO GRADE (SANITARY SEWER) | 4 EACH | $1,250 | $618 | $2,330 |
| 611E99690 MANHOLE, MISC.: STANDARD MANHOLE, TYPE B (SANITARY | 3 EACH | $9,400 | $13,300 | $13,200 |
| 611E04400 12" CONDUIT, TYPE B (SANITARY SEWER W/UNREINFORCED | 103 FT | $425 | $352 | $311 |
| 625E00450 CONNECTION, FUSED PULL APART | 20 EACH | $110 | $110 | $110 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 10 EACH | $110 | $110 | $110 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 15 EACH | $110 | $110 | $110 |
| 625E10481 LIGHT POLE, AESTHETIC, AS PER PLAN (20' POST TOP) | 4 EACH | $2,800 | $2,800 | $2,800 |
| 625E10490 LIGHT POLE, CONVENTIONAL (AT15B40) | 1 EACH | $3,900 | $3,900 | $3,900 |
| 625E10491 LIGHT POLE, CONVENTIONAL, AS PER PLAN (35') | 5 EACH | $3,700 | $3,700 | $3,700 |
| 625E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE | 4 EACH | $100 | $100 | $100 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 6 EACH | $2,900 | $2,900 | $2,900 |
| 625E17960 BRACKET ARM, 8' | 5 EACH | $1,000 | $1,000 | $1,000 |
| 625E18200 BRACKET ARM, 15' | 1 EACH | $1,350 | $1,350 | $1,350 |
| 625E22990 NO. 6 AWG 600 VOLT DISTRIBUTION CABLE | 2,655 FT | $3.20 | $3.20 | $3.20 |
| 625E23000 NO. 4 AWG 600 VOLT DISTRIBUTION CABLE | 4,981 FT | $3.80 | $3.80 | $3.80 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 1,200 FT | $4.40 | $4.40 | $4.40 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 664 FT | $2.00 | $2.00 | $2.00 |
| 625E24100 1-1/2" DUCT CABLE WITH TWO NO. 4 AWG 2400 VOLT CAB | 672 FT | $9.80 | $9.80 | $9.80 |
| 625E25301 CONDUIT, 1-1/2", 725.04, AS PER PLAN | 533 FT | $21.00 | $21.00 | $21.00 |
| 625E25400 CONDUIT, 2", 725.04 | 922 FT | $26.00 | $26.00 | $26.00 |
| 625E25500 CONDUIT, 3", 725.04 | 196 FT | $30.00 | $30.00 | $30.00 |
| 625E25802 CONDUIT, CONCRETE ENCASED (2") | 54 FT | $34.00 | $34.00 | $34.00 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 3 EACH | $450 | $450 | $450 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 3 EACH | $450 | $450 | $450 |
| 625E27403 LUMINAIRE, POST TOP, SOLID STATE (LED), AS PER PLA | 4 EACH | $2,000 | $2,000 | $2,000 |
| 625E27503 LUMINAIRE, UNDERPASS, SOLID STATE (LED), AS PER PL | 2 EACH | $1,400 | $1,400 | $1,400 |
| 625E27503 LUMINAIRE, UNDERPASS, SOLID STATE (LED), AS PER PL | 8 EACH | $1,500 | $1,500 | $1,500 |
| 625E29002 TRENCH, 24" DEEP | 1,807 FT | $12.00 | $12.00 | $12.00 |
| 625E29900 JUNCTION BOX | 1 EACH | $2,550 | $2,550 | $2,550 |
| 625E29940 BARRIER JUNCTION BOX | 2 EACH | $2,900 | $2,900 | $2,900 |
| 625E30700 PULL BOX, 725.08, 18" | 8 EACH | $1,000 | $1,000 | $1,000 |
| 625E30701 PULL BOX, 725.08, 18", AS PER PLAN | 3 EACH | $1,400 | $1,400 | $1,400 |
| 625E30707 PULL BOX, 725.08, 24", AS PER PLAN | 2 EACH | $2,700 | $2,700 | $2,700 |
| 625E32000 GROUND ROD | 6 EACH | $265 | $265 | $265 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 4 EACH | $8,900 | $8,900 | $8,900 |
| 625E34000 POWER SERVICE | 2 EACH | $9,100 | $9,100 | $9,100 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $9,200 | $9,200 | $9,000 |
| 625E37100 SERVICE TO UNDERPASS LIGHTING | 1 EACH | $9,500 | $9,500 | $9,500 |
| 625E75800 DISCONNECT CIRCUIT | 4 EACH | $75.00 | $75.00 | $75.00 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $47,600 | $82,000 | $82,000 |
| 625E40010 SPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT | 2 EACH | $1,500 | $1,500 | $1,500 |
| 625E31510 PULL BOX REMOVED | 2 EACH | $300 | $300 | $300 |
| 625E75350 LIGHT TOWER REMOVED | 1 EACH | $6,000 | $6,000 | $6,000 |
| 625E75400 LIGHT POLE REMOVED | 6 EACH | $400 | $400 | $400 |
| 625E75502 PORTION OF LIGHT POLE FOUNDATION REMOVED | 6 EACH | $200 | $200 | $200 |
| 625E75506 LUMINAIRE REMOVED | 10 EACH | $50.00 | $50.00 | $50.00 |
| 625E75510 POWER SERVICE REMOVED | 2 EACH | $600 | $600 | $600 |
| 625E75540 LIGHT TOWER FOUNDATION REMOVED | 1 EACH | $400 | $400 | $400 |
| 625E75550 DISTRIBUTION CABLE REMOVED | 2,008 FT | $1.00 | $1.00 | $1.00 |
| 621E00100 RPM | 113 EACH | $82.95 | $79.61 | $82.95 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (ONE-WAY) | 10 EACH | $15.00 | $15.00 | $13.53 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (ONE-WAY) | 8 EACH | $15.00 | $15.00 | $13.53 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 182.4 FT | $13.50 | $13.50 | $21.06 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 53.4 FT | $16.00 | $16.00 | $22.82 |
| 630E06100 GROUND MOUNTED SUPPORT, NO. 6 POST | 112.4 FT | $35.00 | $35.00 | $33.38 |
| 630E08600 SIGN POST REFLECTOR | 9 EACH | $44.50 | $44.50 | $66.44 |
| 630E80100 SIGN, FLAT SHEET | 203.41 SF | $21.00 | $21.00 | $24.58 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 18 EACH | $15.00 | $15.00 | $22.39 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 11 EACH | $50.00 | $50.00 | $29.85 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 1 EACH | $1,850 | $1,850 | $102 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 1 EACH | $25.00 | $25.00 | $22.39 |
| 630E97700 SIGNING, MISC.: GROUND MOUNTED SIGN SUPPORT, STEEL | 1 EACH | $4,300 | $4,300 | $513 |
| 644E00100 EDGE LINE, 4" | 0.74 MILE | $9,065 | $9,065 | $9,065 |
| 644E00200 LANE LINE, 4" | 0.3 MILE | $2,375 | $2,375 | $2,375 |
| 644E00300 CENTER LINE | 0.06 MILE | $16,520 | $16,520 | $16,520 |
| 644E00400 CHANNELIZING LINE, 8" | 1,389 FT | $3.00 | $3.00 | $3.00 |
| 644E00500 STOP LINE | 65 FT | $7.00 | $7.00 | $7.00 |
| 644E00620 CROSSWALK LINE, 12" | 85 FT | $6.50 | $6.50 | $6.50 |
| 644E00630 CROSSWALK LINE, 24" | 130 FT | $6.75 | $6.75 | $6.75 |
| 644E00720 CHEVRON MARKING | 106 FT | $6.75 | $6.75 | $6.75 |
| 644E01300 LANE ARROW | 10 EACH | $210 | $210 | $210 |
| 644E01500 DOTTED LINE, 4" WHITE (2FT LONG, 6FT GAP) | 5 FT | $2.90 | $2.90 | $2.90 |
| 644E01510 DOTTED LINE, 6" WHITE (3FT LONG, 9FT GAP) | 137 FT | $2.95 | $2.95 | $2.95 |
| 644E30000 REMOVAL OF PAVEMENT MARKING | 300 FT | $1.80 | $1.80 | $1.80 |
| 644E30020 REMOVAL OF PAVEMENT MARKING | 5 EACH | $265 | $265 | $265 |
| 644E30030 REMOVAL OF PAVEMENT MARKING | 0.45 MILE | $6,350 | $6,350 | $6,350 |
| 646E10000 EDGE LINE, 4" | 0.3 MILE | $4,105 | $4,105 | $4,105 |
| 646E10010 EDGE LINE, 6" | 0.04 MILE | $6,150 | $6,150 | $6,150 |
| 646E10100 LANE LINE, 4" | 0.1 MILE | $1,535 | $1,535 | $1,535 |
| 646E10200 CENTER LINE | 0.07 MILE | $8,205 | $8,205 | $8,205 |
| 646E10300 CHANNELIZING LINE, 8" | 1,595 FT | $1.90 | $1.90 | $1.90 |
| 646E10400 STOP LINE | 75 FT | $15.80 | $15.80 | $15.80 |
| 646E10510 CROSSWALK LINE, 12" | 357 FT | $7.50 | $7.50 | $7.50 |
| 646E10600 TRANSVERSE/DIAGONAL LINE (WHITE) | 255 FT | $14.50 | $14.50 | $14.50 |
| 646E10600 TRANSVERSE/DIAGONAL LINE (YELLOW) | 125 FT | $14.50 | $14.50 | $14.50 |
| 646E10620 CHEVRON MARKING | 277 FT | $14.50 | $14.50 | $14.50 |
| 646E20300 LANE ARROW | 12 EACH | $250 | $250 | $250 |
| 646E20502 DOTTED LINE, 4" WHITE (2FT LONG, 6FT GAP) | 237 FT | $1.80 | $1.80 | $1.80 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $400 | $288 | $2,500 |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN, PERFORMED IN 2026 | 600 CY | $455 | $455 | $455 |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN, PERFORMED IN 2027 | 600 CY | $455 | $455 | $455 |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN, PERFORMED IN 2028 | 200 CY | $455 | $455 | $455 |
| 607E39994 TEMPORARY VANDAL FENCE, TYPE B | 360 FT | $35.00 | $35.00 | $48.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 1,500 HOUR | $120 | $117 | $95.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 2,420 FT | $2.57 | $2.57 | $2.57 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,935 | $1,935 | $1,935 |
| 614E12410 SPEED ZONE AHEAD SYMBOL SIGN | 6 EACH | $215 | $215 | $215 |
| 614E12420 DETOUR SIGNING | 1 LS | $47,609 | $47,609 | $47,609 |
| 614E12470 WORK ZONE SPEED LIMIT SIGN | 12 EACH | $239 | $239 | $239 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 7 EACH | $254 | $254 | $254 |
| 614E12500 REPLACEMENT SIGN | 10 EACH | $239 | $239 | $239 |
| 614E12600 REPLACEMENT DRUM | 100 EACH | $55.03 | $55.03 | $55.03 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 1,594 EACH | $39.55 | $93.52 | $6.39 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, 1-WAY | 60 EACH | $12.35 | $12.35 | $12.35 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, 2-WAY | 9 EACH | $12.35 | $12.35 | $12.35 |
| 614E13350 OBJECT MARKER, ONE WAY | 60 EACH | $19.85 | $19.85 | $19.85 |
| 614E13360 OBJECT MARKER, TWO WAY | 9 EACH | $20.79 | $20.79 | $20.79 |
| 614E18030 MAINTAINING TRAFFIC, MISC.:, RUMBLE STRIP MILLED/F | 1,400 FT | $30.00 | $30.00 | $30.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 90 SNMT | $865 | $865 | $950 |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 3.54 MILE | $3,955 | $3,995 | $3,955 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 1.54 MILE | $3,595 | $3,595 | $3,595 |
| 614E22336 WORK ZONE EDGE LINE, CLASS I, 6", 648 | 1.4 MILE | $9,410 | $9,410 | $9,410 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI | 18,748 FT | $1.50 | $1.50 | $1.50 |
| 614E23150 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 648 | 9,300 FT | $2.50 | $2.50 | $2.50 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 2,126 FT | $1.35 | $1.35 | $1.35 |
| 614E24102 WORK ZONE DOTTED LINE, CLASS I, 6", 807 PAINT | 2,827 FT | $1.40 | $1.40 | $1.40 |
| 614E24142 WORK ZONE DOTTED LINE, CLASS I, 6", 648 | 690 FT | $2.40 | $2.40 | $2.40 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 1,026 FT | $1.30 | $1.30 | $1.30 |
| 614E25000 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I | 507 FT | $7.50 | $7.50 | $7.50 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 18 EACH | $150 | $150 | $150 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $25,000 | $9,670 | $23,500 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 537 SY | $130 | $134 | $130 |
| 616E10000 WATER | 8 MGAL | $65.00 | $15.93 | $10.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,470 FT | $30.50 | $41.79 | $40.16 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 1,050 FT | $46.00 | $45.22 | $45.22 |
| 829E00100 WORK ZONE EGRESS WARNING SYSTEM | 12 SNMT | $900 | $900 | $4,500 |
| 896E00010 PORTABLE NON-INTRUSIVE TRAFFIC SENSOR, CLASS I | 84 SNMT | $900 | $900 | $1,100 |
| 896E00021 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $800 | $800 | $1,400 |
| 504E11101 STEEL SHEET PILING LEFT IN PLACE, AS PER PLAN | 535 SF | $40.00 | $191 | $81.75 |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 2 MILE | $975 | $975 | $975 |
| 622E41101 PORTABLE BARRIER, UNANCHORED, AS PER PLAN | 250 FT | $75.00 | $113 | $74.49 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $30,000 | $1,346 | $45,000 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $325,000 | $46,534 | $275,000 |
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W27x178 | 813 FT | $300 | $330 | $258 |
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W27x258 | 179 FT | $450 | $538 | $404 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 1,677 EACH | $38.00 | $17.34 | $30.25 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 123 CY | $1,050 | $638 | $815 |
| 511E53010 CLASS QC1 CONCRETE, MISC.:MOMENT SLAB WITH QC/QA | 253 CY | $1,150 | $953 | $1,725 |
| 512E10000 SEALING OF CONCRETE SURFACES | 2,229 SY | $33.00 | $41.32 | $38.64 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN | 2,229 SY | $20.00 | $19.74 | $18.23 |
| 512E33001 TYPE 2 WATERPROOFING, AS PER PLAN | 10 SY | $28.00 | $110 | $110 |
| 513E20001 WELDED STUD SHEAR CONNECTORS, AS PER PLAN | 574 EACH | $5.50 | $94.74 | $12.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 488 SF | $17.00 | $6.47 | $30.00 |
| 517E76300 RAILING, MISC.:TEXAS RAILING | 810 FT | $400 | $582 | $343 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 237 SY | $47.50 | $23.97 | $34.75 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 160 CY | $170 | $96.37 | $122 |
| 518E39900 4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 72 FT | $20.00 | $36.68 | $88.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 1,010 FT | $20.00 | $4.46 | $4.75 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 80 FT | $60.00 | $70.48 | $113 |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 807 FT | $310 | $254 | $385 |
| 524E94903 DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER | 181 FT | $425 | $1,267 | $695 |
| 530E00200 SPECIAL - STRUCTURES: PRECONSTRUCTION CONDITION SU | 1 LS | $45,000 | $82,839 | $85,000 |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 288 SF | $50.00 | $108 | $175 |
| 530E51020 SPECIAL - RETAINING WALL, TIMBER LAGGING | 2,104 SF | $25.00 | $17.58 | $21.85 |
| 607E39901 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 809 FT | $152 | $185 | $120 |
| 840E26050 AESTHETIC SURFACE TREATMENT | 8,401 SF | $16.00 | $21.14 | $11.25 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 12 EACH | $7,750 | $5,513 | $9,500 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $6,000 | $1,346 | $30,000 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 13,104 LB | $2.20 | $2.05 | $2.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 8 EACH | $38.00 | $23.99 | $30.25 |
| 511E53010 CLASS QC1 CONCRETE, MISC.:MOMENT SLAB | 28 CY | $1,125 | $1,085 | $2,080 |
| 511E53010 CLASS QC1 CONCRETE, MISC.:SHAFT CAP & COLLAR | 82 CY | $1,075 | $834 | $1,220 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN | 245 SY | $20.00 | $20.23 | $23.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 41 SF | $20.00 | $6.09 | $12.00 |
| 517E76300 RAILING, MISC.:TEXAS RAILING | 111 FT | $425 | $585 | $392 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 112 FT | $158 | $215 | $157 |
| 202E22900 APPROACH SLAB REMOVED | 634 SY | $55.00 | $45.67 | $32.75 |
| 202E30204 STEPS REMOVED | 1 LS | $5,037 | $1,648 | $9,500 |
| 203E20001 EMBANKMENT, AS PER PLAN | 27 CY | $75.00 | $76.54 | $88.00 |
| 203E35111 GRANULAR MATERIAL, TYPE B, AS PER PLAN | 864 CY | $75.00 | $83.66 | $88.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $350,000 | $223,399 | $350,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $125,000 | $51,746 | $86,500 |
| 507E00501 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 4,680 FT | $47.00 | $60.24 | $49.50 |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 4,960 FT | $50.00 | $50.96 | $33.75 |
| 507E00601 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 5,500 FT | $48.00 | $53.66 | $54.25 |
| 507E00650 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 5,880 FT | $55.00 | $59.59 | $44.25 |
| 507E92201 PREBORED HOLES, AS PER PLAN | 1,480 FT | $47.50 | $45.24 | $65.00 |
| 511E46513 CLASS QC1 CONCRETE WITH QC/QA, FOOTING, AS PER PLA | 307 CY | $850 | $796 | $650 |
| 511E51513 CLASS QC2 CONCRETE WITH QC/QA, SIDEWALK, AS PER PL | 510 CY | $390 | $670 | $575 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: PLANTER WALLS, WITH QC/ | 98 CY | $3,800 | $3,845 | $3,000 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: RAISED MEDIAN, WITH QC/ | 83 CY | $475 | $926 | $825 |
| 511E53014 CLASS QC3 CONCRETE, MISC.: ABUTMENT NOT INCLUDING | 155 CY | $1,450 | $1,352 | $1,175 |
| 511E81300 CONCRETE, MISC.: PRECAST CONCRETE PLINTHS | 48 EACH | $1,500 | $4,616 | $3,850 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN | 3,868 SY | $20.00 | $19.95 | $17.25 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 2,827 SY | $20.00 | $14.78 | $13.82 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 3,868 SY | $33.00 | $32.89 | $30.76 |
| 512E33000 TYPE 2 WATERPROOFING | 61 SY | $25.00 | $110 | $110 |
| 512E67200 SPECIAL - WATERPROOFING FOR PLANTERS AREAS | 844 SY | $215 | $123 | $293 |
| 513E10261 STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN | 128,300 LB | $2.75 | $3.20 | $3.50 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 9,784 EACH | $4.60 | $5.17 | $5.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 15,361 SF | $20.00 | $12.51 | $13.25 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 15,361 SF | $6.88 | $11.47 | $11.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 182 FT | $105 | $66.95 | $40.00 |
| 516E10011 ARMORLESS PREFORMED JOINT SEAL, AS PER PLAN | 11 FT | $105 | $67.98 | $100 |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 258 FT | $900 | $1,403 | $1,300 |
| 516E13000 1/4" PREFORMED EXPANSION JOINT FILLER | 81 SF | $12.50 | $4.01 | $5.75 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 64 SF | $15.00 | $2.74 | $6.75 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 356 SF | $18.00 | $8.71 | $12.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 9 EACH | $1,750 | $1,411 | $1,150 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 9 EACH | $2,400 | $2,008 | $1,700 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $4,900 | $4,770 | $3,755 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $5,700 | $5,717 | $4,625 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $2,200 | $2,100 | $1,655 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $2,200 | $2,069 | $1,630 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $2,300 | $2,313 | $1,805 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $3,200 | $3,329 | $2,650 |
| 517E76300 RAILING, MISC.: SIDEWALK RAILING AT REAR ABUTMENT | 29 FT | $485 | $750 | $465 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 276 SY | $30.00 | $23.98 | $72.50 |
| 518E21201 POROUS BACKFILL WITH GEOTEXTILE FABRIC, AS PER PLA | 65 CY | $225 | $177 | $180 |
| 518E39800 4" PERFORATED CORRUGATED PLASTIC PIPE | 767 FT | $25.00 | $10.64 | $7.25 |
| 518E62100 STRUCTURE DRAINAGE, MISC.: NEOPRENE TROUGH AND DRA | 89 FT | $525 | $782 | $215 |
| 523E20000 DYNAMIC LOAD TESTING | 4 EACH | $7,500 | $6,667 | $7,250 |
| 523E20500 RESTRIKE | 4 EACH | $5,000 | $942 | $5,000 |
| 526E30011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 602 SY | $500 | $530 | $265 |
| 526E90030 TYPE C INSTALLATION | 180 FT | $410 | $463 | $395 |
| 530E00200 SPECIAL - STRUCTURES: TEMPORARY SUPPORTS FOR GIRDE | 1 LS | $135,000 | $57,052 | $75,000 |
| 530E14000 SPECIAL - STRUCTURAL SURVEY AND MONITORING OF VIBR | 1 LS | $60,000 | $10,000 | $50,000 |
| 601E21001 CONCRETE SLOPE PROTECTION, AS PER PLAN | 69 SY | $125 | $157 | $119 |
| 605E13301 6" UNCLASSIFIED PIPE UNDERDRAINS, AS PER PLAN | 316 FT | $75.00 | $22.76 | $37.25 |
| 605E98300 UNDERDRAINS, MISC.: CLEANOUT | 20 EACH | $625 | $1,220 | $425 |
| 605E98300 UNDERDRAINS, MISC.: DRAINAGE OUTLET AT ABUTMENT | 4 EACH | $2,000 | $1,225 | $2,600 |
| 605E98300 UNDERDRAINS, MISC.: DRAINAGE OUTLET AT PIER 1 | 2 EACH | $9,250 | $3,737 | $1,875 |
| 608E40001 CONCRETE STEPS, TYPE A, AS PER PLAN | 384 FT | $185 | $167 | $86.00 |
| 659E00301 TOPSOIL, AS PER PLAN | 284 CY | $75.00 | $205 | $73.00 |
| 661E00500 MULCH | 21 CY | $215 | $282 | $200 |
| 690E98000 SPECIAL - BRIDGE PILASTER LETTERS | 2 EACH | $3,000 | $9,009 | $2,800 |
| 690E98000 SPECIAL - PLANTER POTS | 48 EACH | $4,500 | $23,896 | $9,500 |
| 840E20000 MECHANICALLY STABILIZED EARTH WALL | 6,010 SF | $58.00 | $67.79 | $50.75 |
| 840E21000 WALL EXCAVATION | 3,033 CY | $95.00 | $43.89 | $51.75 |
| 840E22000 FOUNDATION PREPARATION | 717 SY | $40.00 | $80.64 | $31.00 |
| 840E23000 SELECT GRANULAR BACKFILL | 3,283 CY | $65.00 | $66.79 | $101 |
| 840E25010 6" DRAINAGE PIPE, PERFORATED | 665 FT | $15.00 | $7.43 | $31.00 |
| 840E25020 6" DRAINAGE PIPE, NON-PERFORATED | 60 FT | $30.00 | $11.43 | $61.75 |
| 840E26000 CONCRETE COPING | 420 FT | $275 | $305 | $405 |
| 840E26050 AESTHETIC SURFACE TREATMENT | 2,812 SF | $3.00 | $0.01 | $2.25 |
| 840E27000 ON-SITE ASSISTANCE | 5 DAY | $1,500 | $1,368 | $3,500 |
| 840E28000 SGB INSPECTION AND COMPACTION TESTING | 1 LS | $30,000 | $23,000 | $25,000 |
| 509E40000 CONCRETE REINFORCEMENT, MISC.:: ADDITIONAL GALVANI | 4,000 LB | $3.25 | $2.05 | $2.00 |
| 690E98000 SPECIAL - BRIDGE PILASTER STORY PANELS | 2 EACH | $7,250 | $3,000 | $8,300 |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $35,000 | $27,444 | $45,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $35,000 | $256 | $25,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 3 CY | $400 | $1,179 | $325 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $30,000 | $21,385 | $21,250 |
| 507E00501 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 420 FT | $42.00 | $68.35 | $56.50 |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 450 FT | $35.00 | $38.19 | $25.00 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 7,791 LB | $2.20 | $2.10 | $2.00 |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 16 CY | $3,100 | $4,113 | $2,800 |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 41 CY | $1,400 | $1,327 | $1,150 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN | 477 SY | $20.00 | $19.94 | $23.59 |
| 515E12040 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 3 EACH | $35,000 | $41,733 | $34,050 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 33 SF | $15.00 | $3.30 | $1.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 32 SF | $16.00 | $5.62 | $3.25 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 23 SF | $17.00 | $7.66 | $7.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 28 FT | $48.00 | $55.97 | $59.25 |
| 516E31010 2" DEEP JOINT SEALER | 26 FT | $38.00 | $9.17 | $29.50 |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 12 EACH | $675 | $352 | $350 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 4 CY | $235 | $110 | $150 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 23 FT | $12.00 | $4.74 | $12.25 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 130 FT | $25.00 | $16.02 | $20.50 |
| 601E21000 CONCRETE SLOPE PROTECTION | 6 SY | $500 | $271 | $400 |
| 607E40000 SPECIAL - VANDAL PROTECTION FENCE, 12' STRAIGHT, C | 131 FT | $416 | $397 | $342 |
| 607E39911 VANDAL PROTECTION FENCE, 8' STRAIGHT, COATED FABRI | 131 FT | $544 | $525 | $287 |
| 608E13000 6" CONCRETE WALK | 1,354 SF | $19.00 | $12.31 | $18.25 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $11,050 | $11,050 | $11,050 |
| 840E20000 MECHANICALLY STABILIZED EARTH WALL | 3,461 SF | $58.00 | $68.78 | $48.75 |
| 840E21000 WALL EXCAVATION | 688 CY | $73.00 | $44.31 | $31.75 |
| 840E22001 FOUNDATION PREPARATION, AS PER PLAN | 220 SY | $60.00 | $201 | $33.00 |
| 840E23000 SELECT GRANULAR BACKFILL | 752 CY | $88.00 | $69.48 | $99.00 |
| 840E23001 SELECT GRANULAR BACKFILL, AS PER PLAN | 122 CY | $116 | $97.71 | $100 |
| 840E25010 6" DRAINAGE PIPE, PERFORATED | 297 FT | $15.00 | $6.36 | $6.50 |
| 840E25020 6" DRAINAGE PIPE, NON-PERFORATED | 29 FT | $40.00 | $64.45 | $20.00 |
| 840E26000 CONCRETE COPING | 288 FT | $300 | $340 | $410 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 10 CY | $3,850 | $2,740 | $2,055 |
| 512E33000 TYPE 2 WATERPROOFING | 6 SY | $25.00 | $110 | $110 |
| 517E76300 RAILING, MISC.: PEDESTRIAN ADA COMPLIANT RATING | 166 FT | $267 | $265 | $245 |
| 608E98000 WALKWAY, MISC.: 10" CONCRETE WALK | 470 SF | $53.00 | $20.00 | $37.00 |
| 840E26050 AESTHETIC SURFACE TREATMENT | 3,461 SF | $3.00 | $0.01 | $2.25 |
| 840E27000 ON-SITE ASSISTANCE | 5 DAY | $1,500 | $1,368 | $3,500 |
| 840E28000 SGB INSPECTION AND COMPACTION TESTING | 1 LS | $10,000 | $5,720 | $5,000 |
| 523E20000 DYNAMIC LOAD TESTING | 1 EACH | $6,000 | $6,667 | $7,250 |
| 530E00400 SPECIAL - STRUCTURES' SCREEN WALLS JOB STANDARD MO | 2 EACH | $10,000 | $7,500 | $10,120 |
| 100E51100 DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION BOARD | 115,000 EACH | $1.00 | $1.00 | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $350,000 | $218,603 | $195,000 |
| 108E10000 CPM PROGRESS SCHEDULE, AS PER PLAN | 1 LS | $10,000 | $83,350 | $125,000 |
| 690E99800 SPECIAL - FIELD OFFICE, TYPE C | 250,000 DLR | $1.00 | $1.00 | $1.00 |
| 625E25400 CONDUIT, 2", 725.04 | 233 FT | $30.00 | $30.00 | $30.00 |
| 625E30700 PULL BOX, 725.08, 18" | 2 EACH | $1,000 | $1,000 | $1,000 |
| 625E34001 POWER SERVICE, AS PER PLAN(ITS) | 1 EACH | $6,500 | $6,500 | $6,500 |
| 611E99654 MANHOLE ADJUSTED TO GRADE' (UTILITY) | 1 EACH | $3,000 | $652 | $1,575 |
| 680E43100 SPECIAL - COMPLETE IRRIGATION SYSTEM' (LINN STREET | 1 EACH | $200,000 | $146,452 | $330,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94915 DRILLED SHAFTS, 60" DIAMETER, ABOVE BEDROCK, AS PE | 2,528 FT | $1,820 | $4.60M | 10% |
| 524E94915 DRILLED SHAFTS, 60" DIAMETER, ABOVE BEDROCK, AS PE | 5,260 FT | $815 | $4.29M | 9% |
| 513E10281 STRUCTURAL STEEL MEMBERS, LEVEL 4, AS PER PLAN | 1,275,300 LB | $2.45 | $3.12M | 7% |
| 624E10000 MOBILIZATION | 1 LS | $2,325,000 | $2.33M | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $2,018,000 | $2.02M | 4% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, W33x387 | 1,872 FT | $800 | $1.50M | 3% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $1,465,000 | $1.47M | 3% |
| 509E26001 GALVANIZED STEEL REINFORCEMENT, AS PER PLAN | 502,155 LB | $2.65 | $1.33M | 3% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: BRIDGE DECK, WITH QC/QA | 1,079 CY | $1,100 | $1.19M | 3% |
| 530E01300 SPECIAL - STRUCTURES: SCREEN WALLS | 728 FT | $1,598 | $1.16M | 2% |