But-SR 4-15.80
Butler County · est $2.7M
Bid dateThursday, January 14—
Butler County · est $2.7M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 9%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 131 more items below.
| Item | Quantity | R1Great Lakes Construction CO | R2Complete General Construction Company | R3Shelly & Sands INC | R4Prus Construction Company | R5John R Jurgensen Company | % of bid |
|---|---|---|---|---|---|---|---|
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,192 CY | $173 | $173 | $172 | $173 | $200 | 12% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 14,323 SF | $11.00 | $9.00 | $11.25 | $9.00 | $8.00 | 9% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $135,000 | $130,000 | $108,000 | $125,000 | $133,004 | 8% |
| Item | Quantity | R1Great Lakes Construction CO | R2Complete General Construction Company | R3Shelly & Sands INC | R4Prus Construction Company | R5John R Jurgensen Company |
|---|---|---|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $10,000 | $8,000 | $6,000 | $9,500 | $2,909 |
| 202E22900 APPROACH SLAB REMOVED | 495 SY | $35.00 | $40.00 | $23.00 | $50.00 | $93.04 |
| 202E23000 PAVEMENT REMOVED | 808 SY | $18.00 | $12.00 | $13.00 | $21.00 | $27.38 |
| 202E38000 GUARDRAIL REMOVED | 925 FT |
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 →
| 12,185 SF |
| $11.00 |
| $9.00 |
| $11.25 |
| $9.00 |
| $8.00 |
| 8% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $132,120 | $105,000 | $125,000 | $125,000 | $140,641 | 8% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUPERSTRUCTURE CONCRETE | 141 CY | $800 | $970 | $1,200 | $1,365 | $1,497 | 7% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUPERSTRUCTURE CONCRETE | 129 CY | $800 | $900 | $1,200 | $1,365 | $1,599 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $100,000 | $100,000 | $100,000 | 6% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 284 SY | $310 | $330 | $325 | $265 | $395 | 5% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 1,020 SY | $70.00 | $65.00 | $80.00 | $85.35 | $46.83 | 4% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 227 SY | $310 | $330 | $325 | $281 | $459 | 4% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 808 SY | $70.00 | $70.00 | $80.00 | $98.00 | $55.16 | 3% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 1,020 SY | $45.00 | $75.00 | $62.00 | $60.00 | $33.61 | 3% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUBSTRUCTURE CONCRETE W | 37 CY | $1,200 | $850 | $1,000 | $1,020 | $1,187 | 3% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUBSTRUCTURE CONCRETE W | 37 CY | $1,200 | $810 | $980 | $1,020 | $1,187 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T=1.5") | 27,422 SY | $1.40 | $1.40 | $1.40 | $1.40 | $2.30 | 2% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 808 SY | $45.00 | $80.00 | $65.00 | $58.50 | $35.12 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,100 FT | $15.00 | $15.00 | $12.90 | $14.50 | $21.30 | 2% |
| 614E11111 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 500 HOUR | $62.00 | $85.00 | $70.00 | $85.00 | $88.92 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $31,000 | $30,000 | $80,000 | $40,000 | $80,615 | 2% |
| $1.40 |
| $1.60 |
| $1.49 |
| $2.75 |
| $1.60 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 4 EACH | $250 | $285 | $264 | $500 | $285 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 2 EACH | $250 | $120 | $264 | $150 | $120 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $250 | $55.00 | $264 | $175 | $55.00 |
| 203E10000 EXCAVATION | 60 CY | $35.00 | $30.00 | $27.00 | $39.00 | $30.61 |
| 203E20000 EMBANKMENT | 60 CY | $25.00 | $33.00 | $15.00 | $10.00 | $28.76 |
| 204E10000 SUBGRADE COMPACTION | 1,408 SY | $2.00 | $3.25 | $5.00 | $2.75 | $5.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 469 CY | $65.00 | $35.00 | $25.00 | $30.00 | $48.63 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 469 CY | $61.00 | $70.00 | $50.00 | $60.50 | $63.83 |
| 204E50000 GEOTEXTILE FABRIC | 1,440 SY | $1.25 | $2.50 | $1.00 | $2.15 | $4.03 |
| 209E15050 RESHAPING UNDER GUARDRAIL | 0.1 MILE | $8,000 | $2,450 | $2,500 | $2,500 | $2,450 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 750 FT | $16.95 | $18.20 | $18.00 | $24.00 | $18.20 |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 187.5 FT | $23.50 | $28.60 | $25.00 | $34.00 | $28.60 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 6 EACH | $2,450 | $2,265 | $2,600 | $2,385 | $2,265 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,275 | $2,120 | $2,400 | $2,050 | $2,120 |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 1 EACH | $3,950 | $4,340 | $4,200 | $9,300 | $4,340 |
| 606E66010 IMPACT ATTENUATOR, MISC.: SAND BARREL SYSTEM | 1 LS | $15,650 | $8,650 | $2,100 | $8,950 | $19,818 |
| 659E00540 SEEDING AND MULCHING, CLASS 3C | 298 SY | $5.00 | $5.50 | $6.00 | $5.50 | $5.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 15 SY | $2.50 | $5.50 | $6.00 | $5.50 | $5.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.04 TON | $2,500 | $1,500 | $1,500 | $1,500 | $1,500 |
| 659E31000 LIME | 0.06 ACRE | $2,000 | $100 | $100 | $100 | $100 |
| 659E35000 WATER | 1.6 MGAL | $200 | $10.00 | $10.00 | $10.00 | $10.00 |
| 832E30000 EROSION CONTROL | 4,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 50 FT | $10.00 | $16.00 | $12.00 | $20.00 | $32.51 |
| 611E99920 DRAINAGE STRUCTURE, MISC.: REVIEW OF DRAINAGE FACI | 1 LS | $2,000 | $4,000 | $4,500 | $9,800 | $1,551 |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) | 20 CY | $850 | $850 | $900 | $850 | $690 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 105 CY | $270 | $270 | $270 | $270 | $305 |
| 304E20000 AGGREGATE BASE | 224 CY | $91.52 | $83.00 | $80.00 | $94.00 | $107 |
| 407E20000 NON-TRACKING TACK COAT | 2,605 GAL | $3.25 | $3.25 | $3.25 | $3.25 | $5.00 |
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 40 CY | $260 | $260 | $260 | $260 | $400 |
| 625E25400 CONDUIT, 2", 725.04 | 400 FT | $20.00 | $21.00 | $30.00 | $20.00 | $20.00 |
| 625E30510 PULL BOX, 725.06, SIZE 4 | 4 EACH | $700 | $732 | $1,100 | $700 | $700 |
| 621E00100 RPM | 82 EACH | $45.75 | $45.75 | $47.00 | $45.75 | $45.75 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 82 EACH | $9.25 | $10.00 | $5.99 | $17.50 | $24.27 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, UNIDIRECTIONAL | 17 EACH | $7.50 | $7.50 | $8.00 | $13.00 | $7.50 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 2.08 MILE | $673 | $673 | $1,235 | $673 | $673 |
| 642E00204 LANE LINE, 6", TYPE 1 | 1.63 MILE | $294 | $294 | $660 | $294 | $294 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 1,092 FT | $1.54 | $1.54 | $1.00 | $1.54 | $1.54 |
| 642E00500 STOP LINE, TYPE 1 | 33 FT | $3.44 | $3.44 | $5.25 | $3.44 | $3.44 |
| 642E00700 TRANSVERSE/DIAGONAL LINE, TYPE 1 | 442 FT | $3.44 | $3.44 | $2.50 | $3.44 | $3.44 |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 1,567 FT | $1.00 | $1.00 | $3.25 | $1.00 | $1.00 |
| 642E30030 REMOVAL OF PAVEMENT MARKING | 3.71 MILE | $1,584 | $1,584 | $1,500 | $1,584 | $1,584 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,605 | $2,200 | $2,000 | $1,950 | $2,433 |
| 614E12420 DETOUR SIGNING | 1 LS | $13,030 | $3,000 | $5,300 | $2,650 | $2,650 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 16 EACH | $25.00 | $25.00 | $20.00 | $18.00 | $25.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, UNIDIRECTIONAL | 60 EACH | $7.50 | $9.00 | $10.00 | $7.50 | $19.93 |
| 614E13350 OBJECT MARKER, ONE WAY | 10 EACH | $12.00 | $15.00 | $18.00 | $15.00 | $22.73 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 0.6 MILE | $1,520 | $1,520 | $635 | $1,520 | $1,520 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 0.6 MILE | $1,780 | $1,780 | $600 | $1,780 | $1,780 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 3.28 MILE | $1,710 | $1,710 | $1,580 | $1,710 | $1,710 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 1.2 MILE | $2,050 | $2,050 | $1,480 | $2,050 | $2,050 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 1,092 FT | $1.00 | $1.00 | $1.50 | $1.00 | $1.00 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 2,000 FT | $0.25 | $0.25 | $1.00 | $0.25 | $0.25 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $20,000 | $10,000 | $8,000 | $14,000 | $12,077 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 250 SY | $100 | $120 | $100 | $110 | $113 |
| 202E98000 REMOVAL MISC.:BULB ANGLE DRAINAGE SYSTEM REMOVED | 1 LS | $15,000 | $7,000 | $7,000 | $6,000 | $1,552 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | $9,000 | $10,000 | $12,000 | $12,888 |
| 503E21100 UNCLASSIFIED EXCAVATION | 167 CY | $90.00 | $90.00 | $100 | $67.50 | $62.45 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 23,476 LB | $1.25 | $1.39 | $1.10 | $1.30 | $1.33 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 200 LB | $2.00 | $2.30 | $2.00 | $2.00 | $7.05 |
| 509E30020 NO. 4 GFRP DEFORMED BARS | 4,476 FT | $1.15 | $2.00 | $2.00 | $1.20 | $1.91 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 1,258 EACH | $10.80 | $12.00 | $15.00 | $18.25 | $17.95 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 953 SY | $20.50 | $20.00 | $20.00 | $24.00 | $20.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 54 SY | $19.50 | $18.00 | $19.00 | $58.97 | $18.00 |
| 512E33000 TYPE 2 WATERPROOFING | 10 SY | $45.00 | $40.00 | $70.00 | $81.25 | $63.96 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 652 SY | $23.50 | $22.50 | $22.00 | $21.00 | $22.50 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 14,323 SF | $1.25 | $3.25 | $1.40 | $4.25 | $1.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 14,323 SF | $1.25 | $3.00 | $1.40 | $3.00 | $2.70 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 14,323 SF | $1.25 | $2.00 | $1.40 | $2.00 | $2.50 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 22 MNHR | $100 | $150 | $100 | $150 | $60.00 |
| 514E10000 FINAL INSPECTION REPAIR | 12 EACH | $300 | $200 | $300 | $200 | $250 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 129 FT | $18.00 | $15.00 | $24.00 | $19.88 | $16.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 17 SF | $12.00 | $10.00 | $12.00 | $29.00 | $11.72 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 88 SF | $14.00 | $11.00 | $11.00 | $36.00 | $11.38 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 145 FT | $52.00 | $40.00 | $28.00 | $44.50 | $32.28 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 14 EACH | $1,100 | $1,200 | $1,100 | $1,530 | $876 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $7,000 | $7,000 | $6,500 | $5,200 | $7,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 62 CY | $100 | $90.00 | $80.00 | $162 | $174 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 172 FT | $11.00 | $8.00 | $3.00 | $11.25 | $6.01 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 120 FT | $25.00 | $14.00 | $3.00 | $33.38 | $40.14 |
| 526E90010 TYPE A INSTALLATION | 130 FT | $170 | $230 | $200 | $139 | $246 |
| 530E00200 SPECIAL - STRUCTURES , MISC.: CONSULTANT FOR CONCR | 1 LS | $15,000 | $7,000 | $8,000 | $5,000 | $4,812 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 45 CF | $475 | $443 | $475 | $443 | $442 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 28 CY | $215 | $300 | $308 | $425 | $338 |
| 848E50000 HAND CHIPPING | 204 SY | $120 | $60.00 | $47.00 | $147 | $53.67 |
| 848E50100 TEST SLAB | 1 LS | $500 | $900 | $2,000 | $1,500 | $13,000 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (T=1.25") | 1,020 SY | $8.00 | $10.00 | $9.00 | $17.35 | $10.52 |
| 511E71100 CONCRETE, MISC.: DECK EDGE REPAIR | 2 CY | $7,000 | $4,000 | $1,000 | $2,485 | $4,098 |
| 511E71100 CONCRETE, MISC.: DECK REPAIR FOR BULB ANGLE REMOVA | 7 CY | $270 | $450 | $300 | $285 | $1,355 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $5,000 | $2,500 | $3,000 | $4,525 | $5,171 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 370 FT | $70.00 | $72.00 | $75.00 | $116 | $72.00 |
| 202E98000 REMOVAL MISC.:BULB ANGLE DRAINAGE SYSTEM REMOVED | 1 LS | $15,000 | $7,000 | $7,500 | $6,000 | $1,552 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | $9,000 | $10,000 | $12,000 | $13,724 |
| 503E21100 UNCLASSIFIED EXCAVATION | 167 CY | $90.00 | $90.00 | $110 | $76.00 | $62.45 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 20,964 LB | $1.25 | $1.40 | $1.00 | $1.33 | $1.35 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 200 LB | $2.00 | $2.30 | $2.00 | $1.92 | $7.05 |
| 509E30020 NO. 4 GFRP DEFORMED BARS | 4,433 FT | $1.15 | $2.00 | $2.00 | $1.19 | $1.91 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 1,246 EACH | $10.80 | $12.00 | $16.00 | $18.50 | $17.95 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 685 SY | $20.50 | $20.00 | $20.00 | $24.00 | $20.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 53 SY | $19.50 | $18.00 | $19.00 | $59.71 | $18.00 |
| 512E33000 TYPE 2 WATERPROOFING | 10 SY | $45.00 | $40.00 | $70.00 | $81.25 | $63.96 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 542 SY | $22.50 | $22.50 | $23.00 | $21.00 | $22.50 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 12,185 SF | $1.25 | $3.25 | $1.40 | $4.25 | $1.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 12,185 SF | $1.25 | $3.00 | $1.40 | $3.00 | $2.70 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 12,185 SF | $1.25 | $2.00 | $1.40 | $2.00 | $2.50 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 19 MNHR | $100 | $150 | $100 | $150 | $60.00 |
| 514E10000 FINAL INSPECTION REPAIR | 11 EACH | $300 | $200 | $300 | $200 | $250 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 129 FT | $18.00 | $15.00 | $40.00 | $24.75 | $16.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 17 SF | $12.00 | $10.00 | $10.00 | $29.00 | $11.72 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 88 SF | $14.00 | $11.00 | $11.00 | $39.00 | $11.38 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 145 FT | $52.00 | $40.00 | $28.00 | $44.65 | $32.28 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 14 EACH | $1,100 | $1,200 | $1,000 | $1,530 | $876 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $6,000 | $6,000 | $6,500 | $5,200 | $6,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 62 CY | $100 | $90.00 | $80.00 | $142 | $174 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 152 FT | $11.00 | $9.00 | $3.00 | $12.25 | $6.52 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 120 FT | $25.00 | $12.00 | $3.00 | $33.38 | $40.14 |
| 526E90010 TYPE A INSTALLATION | 130 FT | $170 | $225 | $200 | $126 | $246 |
| 530E00200 SPECIAL - STRUCTURES , MISC.: CONSULTANT FOR CONCR | 1 LS | $15,000 | $5,000 | $8,000 | $5,000 | $5,273 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 35 CF | $475 | $443 | $450 | $445 | $442 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 22 CY | $215 | $300 | $300 | $425 | $338 |
| 848E50000 HAND CHIPPING | 202 SY | $120 | $60.00 | $45.00 | $120 | $54.20 |
| 848E50100 TEST SLAB | 1 LS | $500 | $900 | $1,900 | $1,500 | $13,000 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (T=1.25") | 808 SY | $8.00 | $10.00 | $10.00 | $17.55 | $11.07 |
| 511E71100 CONCRETE, MISC.: DECK REPAIR FOR BULB ANGLE REMOVA | 7 CY | $270 | $425 | $300 | $385 | $1,355 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $5,000 | $2,500 | $2,500 | $4,700 | $5,171 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 370 FT | $70.00 | $72.00 | $80.00 | $118 | $72.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $28,000 | $20,000 | $16,000 | $25,000 | $28,113 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $20,000 | $6,000 | $20,000 | $5,000 | $10,468 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,192 CY | $172.5 | $206k | 7% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 14,323 SF | $11 | $158k | 6% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $135,000 | $135k | 5% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 12,185 SF | $11 | $134k | 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $132,120 | $132k | 5% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUPERSTRUCTURE CONCRETE | 141 CY | $800 | $113k | 4% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUPERSTRUCTURE CONCRETE | 129 CY | $800 | $103k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 284 SY | $310 | $88k | 3% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 1,020 SY | $70 | $71k | 3% |