But-SR 4-09.28
Butler County · est $21M
Bid dateThursday, December 14—
Butler County · est $21M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 200 more items below.
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company | % of bid |
|---|---|---|---|---|
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 23,678 CY | $228 | $216 | 34% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 24,167 CY | $190 | $213 | 29% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 4" | 345,811 SY | $3.90 | $4.27 | 9% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 6,638 SY | $95.00 | $64.55 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $598,000 | $453,871 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $975,000 | 3% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 27,422 CY | $14.00 | $5.00 | 2% |
| 872E10000 VOID REDUCING ASPHALT MEMBRANE (VRAM) | 95,489 FT | $4.00 | $3.14 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 14,362.5 FT | $21.75 | $21.75 | 2% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $250,000 | $255,256 | 2% |
| 515E15020 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $60,000 | $60,000 | 2% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 192 CY | $1,200 | $1,200 | 1% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 26.71 MILE | $6,245 | $6,245 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 52,265 GAL | $3.00 | $4.00 | 1% |
| 622E41011 PORTABLE BARRIER, 50", AS PER PLAN | 4,580 FT | $31.69 | $31.69 | 1% |
| 253E02000 PAVEMENT REPAIR (A) | 200 CY | $700 | $591 | 1% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 67,579 LB | $2.00 | $2.00 | 1% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,700 | $2,700 | 1% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 449 CY | $240 | $217 | 1% |
| 202E23000 PAVEMENT REMOVED | 6,904 SY | $15.00 | $16.18 | 1% |
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $60,000 | $74,515 |
| 202E30000 WALK REMOVED | 1,500 SF | $15.00 | $15.00 |
| 202E30800 TRAFFIC ISLAND REMOVED | 21 SY | $150 | $150 |
| 202E32000 CURB REMOVED | 190 FT | $30.00 | $30.00 |
| 202E38000 GUARDRAIL REMOVED | 15,330 FT | $5.00 | $5.00 |
| 202E38300 GUARDRAIL REMOVED, BARRIER DESIGN | 13 FT | $9.00 | $9.00 |
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 →
| 8 EACH |
| $425 |
| $425 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 14 EACH | $75.00 | $75.00 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 23 EACH | $75.00 | $75.00 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 3 EACH | $75.00 | $75.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 5 EACH | $125 | $125 |
| 202E75000 FENCE REMOVED | 63 FT | $15.00 | $15.00 |
| 203E10000 EXCAVATION | 1,484 CY | $40.00 | $21.36 |
| 203E20000 EMBANKMENT | 1,301 CY | $35.00 | $22.36 |
| 204E10000 SUBGRADE COMPACTION | 2,570 SY | $10.00 | $5.84 |
| 606E15050 GUARDRAIL, TYPE MGS | 575.5 FT | $19.25 | $19.25 |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 50 FT | $29.00 | $29.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH | $2,150 | $2,150 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 16 EACH | $2,400 | $2,400 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 30 EACH | $1,275 | $1,275 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 5 EACH | $2,300 | $2,300 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 4 EACH | $425 | $425 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 6 EACH | $1,900 | $1,900 |
| 606E60002 IMPACT ATTENUATOR, TYPE 1 (UNIDIRECTIONAL) | 1 EACH | $4,700 | $14,006 |
| 608E10000 4" CONCRETE WALK | 501 SF | $15.00 | $15.00 |
| 608E52000 CURB RAMP | 1,260 SF | $32.00 | $32.00 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 10 EACH | $1,200 | $369 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 13 EACH | $600 | $369 |
| 690E98400 SPECIAL - CONSULTANT FOR CONCRETE QUALITY CONTROL | 1 LS | $25,000 | $10,312 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $25,000 | $38,580 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 16 SY | $90.00 | $229 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 71 CY | $95.00 | $95.00 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 1,093 CY | $75.00 | $75.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 4 CY | $220 | $460 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $150 |
| 659E00300 TOPSOIL | 359 CY | $65.00 | $5.00 |
| 659E10000 SEEDING AND MULCHING | 1,292 SY | $2.00 | $2.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 65 SY | $1.00 | $1.00 |
| 659E15000 INTER-SEEDING | 65 SY | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.18 TON | $2,000 | $2,000 |
| 659E31000 LIME | 0.27 ACRE | $250 | $250 |
| 659E35000 WATER | 7 MGAL | $20.00 | $20.00 |
| 659E40000 MOWING | 3 MSF | $100 | $100 |
| 670E00500 SLOPE EROSION PROTECTION | 1,944 SY | $2.00 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,000 | $1,795 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $16,000 | $11,760 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $16,000 | $15,585 |
| 832E30000 EROSION CONTROL | 85,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.6 CY | $2,500 | $2,732 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 59 FT | $40.00 | $37.99 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 900 FT | $33.00 | $32.43 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 90 FT | $45.00 | $37.82 |
| 611E01500 6" CONDUIT, TYPE F | 80 FT | $30.00 | $37.45 |
| 611E04600 12" CONDUIT, TYPE C | 35 FT | $80.00 | $103 |
| 611E05200 12" CONDUIT, TYPE F | 54 FT | $80.00 | $118 |
| 611E98150 CATCH BASIN, NO. 3 | 1 EACH | $4,800 | $3,484 |
| 611E98180 CATCH BASIN, NO. 3A | 1 EACH | $3,400 | $2,544 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 56 EACH | $750 | $793 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $3,600 | $3,024 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 19 EACH | $850 | $703 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 14 EACH | $300 | $477 |
| 253E02000 PAVEMENT REPAIR (B) | 27 CY | $800 | $750 |
| 304E20000 AGGREGATE BASE | 417 CY | $120 | $101 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 64 CY | $180 | $119 |
| 609E16000 CURB, TYPE 2-B | 34 FT | $15.00 | $19.92 |
| 609E24510 CURB, TYPE 4-C | 393 FT | $45.00 | $49.90 |
| 609E54000 6" CONCRETE TRAFFIC ISLAND | 11 SY | $225 | $225 |
| 617E10100 COMPACTED AGGREGATE | 711 CY | $130 | $129 |
| 617E20000 SHOULDER PREPARATION | 16,764 SY | $0.60 | $1.24 |
| 617E25000 WATER | 5.4 MGAL | $50.00 | $139 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 20.55 MILE | $1,250 | $665 |
| 850E10000 GROOVING FOR 4" RECESSED PAVEMENT MARKING | — | $2,200 | $2,200 |
| 850E10030 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $4,600 | $4,600 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $8,550 | $8,550 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 55 EACH | $90.00 | $95.00 |
| 621E00100 RPM | 1,485 EACH | $33.60 | $33.60 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,485 EACH | $10.00 | $15.48 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE WAY | 8 EACH | $10.00 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE WAY | 321 EACH | $10.00 | $10.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 710.5 FT | $12.00 | $12.00 |
| 630E08600 SIGN POST REFLECTOR | 28 EACH | $55.00 | $55.00 |
| 630E80100 SIGN, FLAT SHEET | 439.75 SF | $19.00 | $19.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 14 EACH | $15.00 | $15.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 15 EACH | $25.00 | $25.00 |
| 644E00500 STOP LINE | 959 FT | $5.50 | $5.50 |
| 644E00630 CROSSWALK LINE, 24" | 758 FT | $5.25 | $5.25 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 3,152 FT | $5.25 | $5.25 |
| 644E00720 CHEVRON MARKING | 1,529 FT | $5.25 | $5.25 |
| 644E01300 LANE ARROW | 112 EACH | $150 | $150 |
| 644E01360 WRONG WAY ARROW | 4 EACH | $500 | $500 |
| 644E01400 WORD ON PAVEMENT, 72" | 23 EACH | $175 | $175 |
| 644E20800 YIELD LINE | 37 FT | $11.25 | $11.25 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 0.08 MILE | $101,260 | $101,260 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 0.04 MILE | $30,985 | $30,985 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 13.58 MILE | $3,420 | $3,420 |
| 807E14200 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CEN | 2.1 MILE | $7,975 | $7,975 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 15,090 FT | $3.20 | $3.20 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 132 FT | $2.50 | $2.50 |
| 625E25408 CONDUIT, 2", 725.051 | 10 FT | $13.90 | $13.90 |
| 625E31506 PULL BOX REMOVED AND REPLACED | 1 EACH | $1,345 | $1,345 |
| 632E64020 PEDESTAL FOUNDATION | 1 EACH | $1,820 | $1,820 |
| 632E90203 REUSE OF PEDESTRIAN SIGNAL HEAD, AS PER PLAN | 2 EACH | $475 | $475 |
| 632E90206 REUSE OF SIGNAL SUPPORT, PEDESTAL | 1 EACH | $370 | $370 |
| 632E90210 REUSE OF PEDESTRIAN PUSHBUTTON | 2 EACH | $169 | $169 |
| 809E69101 STOP LINE RADAR DETECTION, AS PER PLAN | 7 EACH | $9,080 | $9,080 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 1,000 HOUR | $80.00 | $89.52 |
| 614E12200 SPECIAL - WORK ZONE GUARDRAIL | 25 FT | $35.00 | $35.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,170 | $2,170 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,461 | $5,590 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 2 EACH | $248 | $250 |
| 614E12500 REPLACEMENT SIGN | 10 EACH | $149 | $229 |
| 614E12600 REPLACEMENT DRUM | 50 EACH | $54.81 | $106 |
| 614E12756 WORK ZONE CROSSOVER LIGHTING SYSTEM | 2 EACH | $26,305 | $26,305 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 252 EACH | $20.00 | $21.71 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $500 | $180 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (BIDIRECTIONAL) | 220 EACH | $9.29 | $9.29 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, (BIDIRECTIONAL) | 2 EACH | $10.18 | $10.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 36 EACH | $18.88 | $18.88 |
| 614E13360 OBJECT MARKER, TWO WAY | 92 EACH | $20.89 | $20.89 |
| 614E18030 MAINTAINING TRAFFIC, MISC.: RUMBLE STRIPE MILLED/F | 9,037 FT | $7.00 | $7.68 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 41 SNMT | $928 | $1,100 |
| 614E20010 WORK ZONE LANE LINE, CLASS I, 6" | 0.82 MILE | $830 | $2,900 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.15 MILE | $3,440 | $3,440 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 8.19 MILE | $2,635 | $2,800 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.67 MILE | $10,743 | $10,743 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 1,334 FT | $1.50 | $1.50 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 2,056 FT | $1.25 | $1.25 |
| 614E24400 WORK ZONE DOTTED LINE, CLASS I, 4", 740.06, TYPE I | 1,021 FT | $1.14 | $1.14 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 80 FT | $5.00 | $5.00 |
| 616E10000 WATER | 20 MGAL | $50.00 | $43.29 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,270 FT | $21.14 | $21.14 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 500 FT | $57.55 | $27.55 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 108 SNMT | $649 | $628 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $90,000 | $90,000 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $70.00 | $70.00 |
| 202E23500 WEARING COURSE REMOVED | 134 SY | $15.00 | $18.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $25,000 | $25,000 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $1.00 | $1.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $40,000 | $40,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $30,000 | $30,000 |
| 507E00600 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 275 FT | $10.00 | $10.00 |
| 507E00651 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 320 FT | $90.00 | $90.00 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 252 LB | $1.50 | $1.50 |
| 509E26001 GALVANIZED STEEL REINFORCEMENT, AS PER PLAN | 10,976 LB | $2.50 | $2.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 55 EACH | $40.00 | $40.00 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $5,250 | $5,250 |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 34 CY | $1,250 | $1,250 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:WITH QC/QA, SUPERSTRUCTU | 68 CY | $800 | $800 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 156 SY | $16.00 | $16.00 |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 657 SY | $8.75 | $8.75 |
| 512E33000 TYPE 2 WATERPROOFING | 3 SY | $150 | $150 |
| 512E74001 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 85 SY | $55.00 | $55.00 |
| 514E27700 FIELD PAINTING, MISC.: COATING OF BEAM ENDS | 517 SF | $145 | $145 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 69 SF | $18.00 | $18.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 127 FT | $35.00 | $35.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $2,500 | $2,500 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $2,000 | $2,000 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $40,000 | $40,000 |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN | 348 FT | $205 | $205 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 52 CY | $145 | $145 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 10 SF | $350 | $350 |
| 523E20000 DYNAMIC LOAD TESTING | 1 EACH | $4,750 | $4,750 |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 160 SY | $425 | $425 |
| 526E90011 TYPE A INSTALLATION, AS PER PLAN | 91 FT | $275 | $275 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 38 CF | $650 | $650 |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN | 202 SY | $15.00 | $15.00 |
| 407E10000 TACK COAT | 34 GAL | $3.00 | $4.00 |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 60 CY | $400 | $640 |
| 512E33010 TYPE 3 WATERPROOFING | 562 SY | $35.50 | $35.50 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 300 FT | $130 | $130 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 355.88 FT | $14.00 | $14.00 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 31 CF | $650 | $650 |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $75,000 | $75,000 |
| 202E23500 WEARING COURSE REMOVED | 190 SY | $15.00 | $15.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $40,000 | $40,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $75,000 | $75,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $20,000 | $20,000 |
| 507E00700 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 770 FT | $8.00 | $8.00 |
| 507E00751 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 880 FT | $80.00 | $80.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 4,146 FT | $1.50 | $1.50 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 42 CY | $1,100 | $1,100 |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 156 CY | $650 | $650 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 523 SY | $16.00 | $16.00 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 9 EACH | $4,500 | $4,500 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 87 SF | $6.00 | $6.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 105 SF | $10.00 | $10.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 67 SF | $18.00 | $18.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 113 FT | $35.00 | $35.00 |
| 516E44001 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $3,000 | $3,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 118 CY | $125 | $125 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 153 FT | $15.00 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 65 FT | $18.00 | $18.00 |
| 523E20000 DYNAMIC LOAD TESTING | 2 EACH | $4,500 | $4,500 |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 230 SY | $380 | $380 |
| 526E90010 TYPE A INSTALLATION | 86 FT | $250 | $250 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 36 CF | $650 | $650 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $90,558 | $83,863 |
| 619E16021 FIELD OFFICE, TYPE C, AS PER PLAN | 18 MNTH | $2,500 | $3,771 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $100,000 | $22,293 |
| 623E11000 PROVIDING ELECTRONIC INSTRUMENTATION | 1 LS | $5,000 | $42,466 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 23,678 CY | $228 | $5.40M | 28% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 24,167 CY | $190 | $4.59M | 23% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 4" | 345,811 SY | $3.9 | $1.35M | 7% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 6,638 SY | $95 | $631k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $598,000 | $598k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400k | 2% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 27,422 CY | $14 | $384k | 2% |
| 872E10000 VOID REDUCING ASPHALT MEMBRANE (VRAM) | 95,489 FT | $4 | $382k | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 14,362.5 FT | $21.75 | $312k | 2% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $250,000 | $250k | 1% |