LIC-SR 16-(15.58)(15.91)
LIC County · est $11M
Bid dateThursday, January 12—
LIC County · est $11M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 186 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2George J Igel & CO INC | R3Double Z Construction Company | R4Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 3,507 CY | $255 | $255 | $255 | $255 | 14% |
| 611E71001 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH | 248 FT | $2,700 | $3,020 | $4,550 | $3,000 | 10% |
| 513E10040 STRUCTURAL STEEL MEMBERS, LEVEL 2 | 1 LS | $479,000 | $490,000 | $430,000 | $445,000 | 7% |
| 513E10040 STRUCTURAL STEEL MEMBERS, LEVEL 2 | 1 LS | $469,000 | $490,000 | $430,000 | $445,000 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400,000 | $400,000 | $400,000 | 6% |
| 203E20000 EMBANKMENT |
| Item | Quantity | R1Shelly & Sands INC | R2George J Igel & CO INC | R3Double Z Construction Company | R4Complete General Construction Company |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $27,500 | $50,000 | $40,000 | $15,000 |
| 202E23000 PAVEMENT REMOVED | 3,825 SY | $18.00 | $15.00 | $18.10 | $23.00 |
| 202E23500 WEARING COURSE REMOVED | 1,296 SY | $10.00 | $6.00 | $7.00 | $15.00 |
| 202E38000 GUARDRAIL REMOVED | 1,200 FT | $2.50 | $2.00 | $2.50 | $2.00 |
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 →
| 16,370 CY |
| $21.00 |
| $16.20 |
| $25.00 |
| $28.00 |
| 5% |
| 840E23001 SELECT GRANULAR BACKFILL, AS PER PLAN | 4,153 CY | $78.00 | $76.00 | $65.00 | $55.00 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,780 CY | $180 | $180 | $180 | $180 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $300,000 | $250,000 | $550,000 | $365,000 | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 18,560 FT | $16.00 | $19.00 | $16.00 | $20.00 | 5% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 247 CY | $1,100 | $1,200 | $1,100 | $1,200 | 4% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 246 CY | $1,100 | $1,200 | $1,100 | $1,200 | 4% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 731 CY | $305 | $400 | $400 | $575 | 3% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 3,407 SY | $60.00 | $62.00 | $75.00 | $55.75 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $195,000 | $170,000 | $280,000 | $300,000 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 125,322 LB | $1.40 | $1.50 | $1.50 | $1.50 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50") | 79,608 SY | $2.20 | $2.20 | $2.20 | $2.20 | 3% |
| 304E20000 AGGREGATE BASE | 2,077 CY | $80.00 | $80.00 | $120 | $143 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 90,271 LB | $1.70 | $1.90 | $1.60 | $1.74 | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 90,180 LB | $1.70 | $1.90 | $1.60 | $1.74 | 2% |
| 232 FT |
| $3.50 |
| $2.50 |
| $3.50 |
| $2.50 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 12 EACH | $100 | $65.00 | $100 | $260 |
| 202E75000 FENCE REMOVED | 804 FT | $3.50 | $2.00 | $3.50 | $2.00 |
| 203E10000 EXCAVATION | 3,651 CY | $11.00 | $18.00 | $20.00 | $26.00 |
| 203E10001 EXCAVATION, AS PER PLAN | 35 CY | $58.00 | $38.00 | $60.00 | $60.00 |
| 204E10000 SUBGRADE COMPACTION | 12,777 SY | $2.60 | $2.00 | $2.65 | $3.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 824 CY | $33.00 | $15.00 | $18.00 | $35.00 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 824 CY | $76.00 | $55.00 | $64.00 | $65.00 |
| 204E45000 PROOF ROLLING | 7 HOUR | $210 | $118 | $180 | $145 |
| 204E50000 GEOTEXTILE FABRIC | 2,472 SY | $0.59 | $1.80 | $1.00 | $2.30 |
| 204E51000 GEOGRID | 2,472 SY | $1.39 | $2.70 | $1.40 | $4.80 |
| 209E60500 LINEAR GRADING | 3.09 MILE | $1,740 | $5,200 | $3,500 | $1,500 |
| 606E15050 GUARDRAIL, TYPE MGS | 75 FT | $20.00 | $18.60 | $20.00 | $18.60 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,225 FT | $20.05 | $19.80 | $20.50 | $19.80 |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 125 FT | $37.00 | $34.40 | $37.00 | $34.40 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,500 | $2,765 | $2,500 | $2,765 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $450 | $580 | $450 | $580 |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL), 55 MPH, | 2 EACH | $4,850 | $6,460 | $4,850 | $6,460 |
| 607E15100 FENCE, TYPE 47RA | 667 FT | $25.00 | $21.20 | $25.00 | $21.20 |
| 607E70000 FENCELINE SEEDING AND MULCHING | 280 FT | $2.50 | $1.72 | $4.00 | $1.72 |
| 623E40000 MONUMENT ASSEMBLY REMOVED AND RESET | 4 EACH | $1,250 | $1,300 | $1,727 | $800 |
| 625E32000 GROUND ROD | 1 EACH | $500 | $345 | $500 | $500 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 6 CY | $235 | $128 | $300 | $150 |
| 601E20011 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 251 CY | $124 | $128 | $95.00 | $99.00 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 34 SY | $115 | $80.00 | $110 | $92.00 |
| 601E32201 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER, AS PE | 471 CY | $40.00 | $90.00 | $110 | $85.00 |
| 659E00300 TOPSOIL | 979 CY | $43.00 | $20.00 | $36.00 | $32.00 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 18,785 SY | $0.68 | $2.00 | $0.85 | $0.64 |
| 659E20000 COMMERCIAL FERTILIZER | 2.54 TON | $668 | $1,400 | $1,400 | $668 |
| 659E31000 LIME | 3.89 ACRE | $154 | $80.00 | $80.00 | $154 |
| 659E35000 WATER | 52 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 5,678 SY | $1.34 | $2.25 | $2.25 | $1.33 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,800 | $2,500 | $2,500 | $5,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $15,000 | $25,000 | $27,000 | $15,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $17,000 | $16,000 | $20,000 | $16,300 |
| 832E30000 EROSION CONTROL | 105,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 400 FT | $18.00 | $35.00 | $15.00 | $24.00 |
| 611E00400 4" CONDUIT, TYPE E | 50 FT | $16.00 | $20.00 | $15.00 | $28.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (VARIABLE DEPTH | 1,100 SY | $20.00 | $20.00 | $20.00 | $20.00 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 10,044 FT | $1.50 | $3.60 | $2.25 | $3.50 |
| 407E20000 NON-TRACKING TACK COAT | 8,441 GAL | $3.70 | $3.70 | $3.70 | $3.70 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 118 CY | $125 | $115 | $130 | $140 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 289 CY | $225 | $225 | $225 | $225 |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (10 CY | $750 | $750 | $750 | $750 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (499 CY | $215 | $215 | $215 | $215 |
| 609E24510 CURB, TYPE 4-C | 76 FT | $116 | $42.00 | $50.00 | $60.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 5.97 MILE | $1,100 | $1,100 | $1,100 | $5,280 |
| 823E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | 26 CY | $295 | $295 | $295 | $295 |
| 823E20000 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (36 CY | $270 | $270 | $270 | $270 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 18 EACH | $146 | $146 | $146 | $100 |
| 625E23000 NO. 4 AWG 600 VOLT DISTRIBUTION CABLE | 408 FT | $4.75 | $4.75 | $4.75 | $4.50 |
| 625E23306 NO. 10 AWG 600 VOLT DISTRIBUTION CABLE | 750 FT | $2.70 | $2.69 | $2.69 | $3.25 |
| 625E25201 CONDUIT, 1-1/4", 725.04, AS PER PLAN | 240 FT | $20.30 | $20.28 | $20.28 | $25.00 |
| 625E25402 CONDUIT, 2", 725.05 | 91 FT | $10.75 | $10.75 | $10.75 | $10.00 |
| 625E27600 LUMINAIRE, MISC.: SHARED-USE PATH TUNNEL LIGHTING | 6 EACH | $958 | $958 | $958 | $1,000 |
| 625E29000 TRENCH | 88 FT | $14.10 | $14.06 | $14.06 | $22.00 |
| 625E29901 JUNCTION BOX, AS PER PLAN | 6 EACH | $721 | $721 | $721 | $1,500 |
| 625E30700 PULL BOX, 725.08, 18" (LIGHTING) | 3 EACH | $1,158 | $1,158 | $1,158 | $1,500 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $7,125 | $7,123 | $7,123 | $10,000 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 88 FT | $2.05 | $2.05 | $2.05 | $2.00 |
| 621E00100 RPM | 205 EACH | $30.00 | $42.00 | $39.00 | $52.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 205 EACH | $10.00 | $12.00 | $10.00 | $14.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (ONE WAY) | 12 EACH | $10.00 | $12.00 | $10.00 | $12.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (ONE WAY) | 22 EACH | $9.00 | $13.00 | $9.00 | $12.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 48 FT | $17.50 | $19.00 | $17.50 | $16.00 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $9.20 | $21.50 | $9.20 | $35.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 12 EACH | $20.00 | $15.00 | $20.00 | $25.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 8 EACH | $225 | $60.00 | $225 | $85.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 16 EACH | $20.00 | $20.00 | $20.00 | $30.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 4 EACH | $200 | $95.00 | $200 | $125 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 6.03 MILE | $1,135 | $1,135 | $1,290 | $1,745 |
| 642E00204 LANE LINE, 6", TYPE 1 | 2.96 MILE | $595 | $595 | $892 | $725 |
| 642E00400 CHANNELIZING LINE, 8", TYPE 1 | 127 FT | $4.00 | $4.00 | $1.00 | $0.75 |
| 642E00500 STOP LINE, TYPE 1 | 28 FT | $14.00 | $14.00 | $6.50 | $5.00 |
| 642E01300 LANE ARROW, TYPE 1 | 1 EACH | $200 | $200 | $98.00 | $100 |
| 642E01400 WORD ON PAVEMENT, 72", TYPE 1 | 1 EACH | $450 | $450 | $110 | $150 |
| 647E21013 SPEED MEASUREMENT MARKING, TYPE B125, AS PER PLAN | 4 EACH | $850 | $850 | $1,790 | $1,800 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 100 CY | $68.00 | $80.00 | $45.00 | $138 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 500 HOUR | $80.00 | $100 | $50.00 | $85.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 4,168 FT | $0.25 | $0.75 | $2.75 | $2.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,850 | $2,080 | $1,850 | $2,100 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 4 EACH | $900 | $900 | $300 | $350 |
| 614E12500 REPLACEMENT SIGN | 4 EACH | $400 | $155 | $200 | $325 |
| 614E12600 REPLACEMENT DRUM | 25 EACH | $65.00 | $81.00 | $60.00 | $80.00 |
| 614E12756 WORK ZONE CROSSOVER LIGHTING SYSTEM | 4 EACH | $31,000 | $30,600 | $30,600 | $34,000 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 4 EACH | $72.00 | $12.00 | $25.00 | $6.00 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 1,206 EACH | $48.00 | $16.00 | $23.00 | $24.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 100 CY | $200 | $300 | $160 | $275 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE WAY) | 735 EACH | $5.00 | $10.00 | $10.00 | $7.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (ONE WAY) | 10 EACH | $22.00 | $18.00 | $20.00 | $22.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 239 EACH | $14.00 | $17.00 | $16.00 | $15.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 234 EACH | $16.00 | $17.00 | $18.00 | $16.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 64 SNMT | $850 | $750 | $550 | $1,100 |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 4.1 MILE | $1,050 | $1,050 | $1,050 | $1,200 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 6.18 MILE | $610 | $610 | $610 | $775 |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 24 MILE | $2,945 | $2,945 | $2,945 | $2,600 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 12.36 MILE | $995 | $995 | $995 | $2,165 |
| 614E23100 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 807 PAIN | 5,539 FT | $1.55 | $1.55 | $1.55 | $1.70 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI | 800 FT | $1.90 | $1.90 | $1.90 | $1.75 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 240 FT | $1.20 | $1.20 | $1.20 | $0.75 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 2 EACH | $135 | $135 | $135 | $100 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $36,000 | $100,000 | $120,000 | $225,000 |
| 616E10000 WATER | 85 MGAL | $35.00 | $40.00 | $30.00 | $75.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 6,258 FT | $22.00 | $23.00 | $18.00 | $22.00 |
| 622E80000 GLARE SCREEN | 12,396 FT | $10.00 | $6.00 | $5.50 | $6.50 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 64 SNMT | $750 | $750 | $450 | $950 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | — | $72,000 | $124,000 | $60,000 | $80,000 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $94,000 | $160,000 | $135,000 | $150,000 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $28.00 | $30.00 | $45.00 | $60.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $57,000 | $35,000 | $20,000 | $60,000 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $22,000 | $52,000 | $15,000 | $50,000 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 7,028.8 FT | $1.50 | $2.00 | $1.50 | $1.60 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,000 | $3,400 | $3,000 | $2,500 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 66 CY | $750 | $730 | $850 | $1,000 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 56 CY | $1,850 | $1,100 | $1,200 | $1,050 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 84 CY | $650 | $670 | $500 | $580 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 528 SY | $12.00 | $19.00 | $10.00 | $12.00 |
| 512E33000 TYPE 2 WATERPROOFING | 14 SY | $32.00 | $36.00 | $35.00 | $50.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 4,284 EACH | $5.50 | $5.00 | $5.00 | $5.50 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 16 SF | $16.00 | $35.00 | $16.00 | $15.53 |
| 516E13901 2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 114 SF | $18.00 | $35.00 | $22.00 | $21.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 100 FT | $32.00 | $36.00 | $26.00 | $48.00 |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: EMSEAL WI | 84 FT | $420 | $375 | $340 | $390 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 83 FT | $28.50 | $30.00 | $23.00 | $28.50 |
| 516E44300 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $1,860 | $2,000 | $2,000 | $1,660 |
| 516E44300 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $1,450 | $1,800 | $1,600 | $1,300 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 25 CY | $140 | $160 | $130 | $144 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 117 FT | $6.00 | $13.00 | $12.00 | $11.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 36 FT | $6.00 | $19.00 | $18.00 | $20.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 1 SF | $650 | $1,200 | $400 | $650 |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 241 SY | $310 | $340 | $325 | $365 |
| 613E41201 LOW STRENGTH MORTAR BACKFILL, AS PER PLAN | 123 CY | $160 | $350 | $125 | $148 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | — | $36,000 | $124,000 | $60,000 | $80,000 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $94,000 | $160,000 | $135,000 | $150,000 |
| 202E22900 APPROACH SLAB REMOVED | 133 SY | $28.00 | $30.00 | $45.00 | $60.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $58,000 | $35,000 | $20,000 | $60,000 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $22,000 | $55,000 | $15,000 | $50,000 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 7,028.8 FT | $1.50 | $2.00 | $1.50 | $1.60 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,100 | $3,500 | $3,000 | $2,500 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 66 CY | $750 | $745 | $850 | $1,000 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 60 CY | $1,700 | $1,100 | $1,200 | $1,050 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 84 CY | $680 | $680 | $500 | $580 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 525 SY | $12.00 | $19.00 | $10.00 | $12.00 |
| 512E33000 TYPE 2 WATERPROOFING | 14 SY | $30.00 | $37.00 | $35.00 | $60.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 4,284 EACH | $5.50 | $5.00 | $5.00 | $5.50 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 16 SF | $16.00 | $35.00 | $16.00 | $15.53 |
| 516E13901 2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 114 SF | $18.00 | $36.00 | $22.00 | $21.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 99 FT | $32.00 | $37.00 | $26.00 | $48.00 |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: EMSEAL WI | 84 FT | $430 | $380 | $340 | $390 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 82 FT | $28.50 | $30.00 | $23.00 | $28.50 |
| 516E44300 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $1,850 | $2,000 | $2,000 | $1,660 |
| 516E44300 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $1,450 | $1,800 | $1,600 | $1,300 |
| 518E12801 SCUPPER, MODIFICATION, AS PER PLAN | 14 EACH | $600 | $340 | $400 | $850 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 27 CY | $140 | $160 | $130 | $144 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 117 FT | $6.00 | $13.00 | $12.00 | $11.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 36 FT | $6.00 | $19.00 | $18.00 | $20.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 4 SF | $650 | $730 | $250 | $500 |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 241 SY | $310 | $340 | $325 | $365 |
| 613E41201 LOW STRENGTH MORTAR BACKFILL, AS PER PLAN | 123 CY | $150 | $350 | $125 | $148 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 133 CY | $420 | $500 | $450 | $1,400 |
| 202E22900 APPROACH SLAB REMOVED | 267 SY | $25.00 | $30.00 | $45.00 | $60.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $20,000 | $20,000 | $25,000 | $20,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $25,000 | $10,000 | $30,000 | $40,000 |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 219 CY | $630 | $750 | $800 | $775 |
| 511E46013 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 130 CY | $1,000 | $1,000 | $975 | $1,050 |
| 511E81300 CONCRETE, MISC.: MOCKUP, MOLDED RANDOM CUT STONE S | 2 EACH | $3,300 | $4,800 | $2,000 | $8,000 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN | 1,327 SY | $18.50 | $18.50 | $25.00 | $18.50 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 279 SY | $12.00 | $12.00 | $10.00 | $12.00 |
| 512E33000 TYPE 2 WATERPROOFING | 1,313 SY | $24.75 | $14.00 | $25.00 | $24.75 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 152 SF | $10.00 | $30.00 | $14.00 | $14.00 |
| 518E12801 SCUPPER, MODIFICATION, AS PER PLAN | 7 EACH | $600 | $340 | $400 | $100 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 366 CY | $120 | $130 | $90.00 | $120 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 623 FT | $5.75 | $12.00 | $12.00 | $7.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 96 FT | $5.75 | $25.00 | $16.00 | $19.00 |
| 530E00600 SPECIAL - STRUCTURES (STAINING CONCRETE SURFACES) | 1,947 SF | $5.50 | $6.00 | $7.00 | $5.50 |
| 530E13000 SPECIAL - FORM LINER (MOLDED RANDOM CUT STONE SURF | 1,979 SF | $12.00 | $20.00 | $16.00 | $16.50 |
| 867E00100 TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH | 1 LS | $66,000 | $120,000 | $150,000 | $75,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $52,000 | $42,000 | $60,000 | $59,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $7,500 | $5,000 | $5,000 | $10,000 |
| 111E10000 SPECIAL - DEPARTMENTS SHARE FACILITATED PARTNERING | 1 LS | $6,250 | $6,250 | $6,250 | $6,250 |
| 619E16010 FIELD OFFICE, TYPE B | 16 MNTH | $2,700 | $3,000 | $1,600 | $3,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $120,000 | $100,000 | $90,500 | $80,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 3,507 CY | $255 | $894k | 9% |
| 611E71001 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH | 248 FT | $2,700 | $670k | 6% |
| 513E10040 STRUCTURAL STEEL MEMBERS, LEVEL 2 | 1 LS | $479,000 | $479k | 5% |
| 513E10040 STRUCTURAL STEEL MEMBERS, LEVEL 2 | 1 LS | $469,000 | $469k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400k | 4% |
| 203E20000 EMBANKMENT | 16,370 CY | $21 | $344k | 3% |
| 840E23001 SELECT GRANULAR BACKFILL, AS PER PLAN | 4,153 CY | $78 | $324k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,780 CY | $180 | $320k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $300,000 | $300k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 18,560 FT | $16 | $297k | 3% |