Fra-IR 270-36.94
Franklin County · est $12M
Bid dateFriday, March 1—
Franklin County · est $12M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 271 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | % of bid |
|---|---|---|---|---|
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $1,000,000 | $680,000 | 11% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 900 CY | $950 | $1,100 | 10% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 84,340 SF | $9.00 | $8.50 | 9% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,376 CY | $300 | $300 | 8% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 294,533 LB | $2.00 | $1.54 | 7% |
| 607E40000 SPECIAL - VANDAL PROTECTION FENCE | 483 FT | $1,000 | $1,099 | 6% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $477,000 | $800,000 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,743 CY | $270 | $270 | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 20,336 FT | $20.00 | $15.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $800,000 | 5% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 2,491 SY | $140 | $95.00 | 4% |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 84,340 SF | $4.00 | $4.00 | 4% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 6,836 SY | $45.00 | $45.00 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 50,659 SY | $5.00 | $5.00 | 3% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 84,340 SF | $3.00 | $3.00 | 3% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 24,826 SF | $10.00 | $9.00 | 3% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 435 SY | $500 | $480 | 2% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 539 SY | $400 | $465 | 2% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 424 SY | $500 | $480 | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $200,000 | $450,000 | 2% |
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $25,000 |
| 202E23000 PAVEMENT REMOVED | 5,924 SY | $25.00 | $15.00 |
| 202E30600 CONCRETE MEDIAN REMOVED | 2,439 SY | $15.00 | $32.00 |
| 202E32000 CURB REMOVED | 2,293 FT | $4.00 | $12.00 |
| 202E38000 GUARDRAIL REMOVED | 646 FT | $3.00 | $2.00 |
| 203E10000 EXCAVATION | 2,004 CY | $40.00 | $29.00 |
| 203E20000 EMBANKMENT | 356 CY | $45.00 |
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 →
| $34.00 |
| 204E10000 SUBGRADE COMPACTION | 8,691 SY | $4.00 | $4.00 |
| 204E45000 PROOF ROLLING | 4 HOUR | $250 | $130 |
| 606E15050 GUARDRAIL, TYPE MGS | 413 FT | $25.00 | $24.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 2 EACH | $2,200 | $2,360 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 1 EACH | $2,700 | $2,625 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,400 | $1,340 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $3,000 | $2,460 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $500 | $620 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $5,000 | $30,400 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 105.1 SY | $56.00 | $118 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 3.12 CY | $700 | $250 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $500 | $500 |
| 659E00300 TOPSOIL | 598 CY | $50.00 | $42.00 |
| 659E10000 SEEDING AND MULCHING | 4,695 SY | $2.00 | $1.75 |
| 659E14000 REPAIR SEEDING AND MULCHING | 235 SY | $1.00 | $1.00 |
| 659E15000 INTER-SEEDING | 235 SY | $1.00 | $0.01 |
| 659E20000 COMMERCIAL FERTILIZER | 0.65 TON | $1,600 | $1,500 |
| 659E31000 LIME | 0.97 ACRE | $200 | $200 |
| 659E35000 WATER | 26 MGAL | $1.00 | $1.00 |
| 659E40000 MOWING | 11 MSF | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 688 SY | $3.00 | $2.35 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,000 | $3,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $17,500 | $10,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $20,000 | $15,000 |
| 832E30000 EROSION CONTROL | 15,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.5 CY | $4,000 | $3,300 |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS, 707.31 | 2,157 FT | $18.00 | $20.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 25 FT | $23.00 | $29.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS, 707.31 | 1,163 FT | $20.00 | $18.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 50 FT | $28.00 | $26.00 |
| 611E06100 15" CONDUIT, TYPE C | 14 FT | $230 | $190 |
| 611E06700 15" CONDUIT, TYPE F, 707.05 TYPE C, 707.21, OR 707 | 144 FT | $110 | $165 |
| 611E98150 CATCH BASIN, NO. 3 | 2 EACH | $5,000 | $5,500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $500 | $350 |
| 304E20000 AGGREGATE BASE | 1,264 CY | $90.00 | $115 |
| 305E13010 9" CONCRETE BASE, CLASS QC 1P | 209 SY | $150 | $130 |
| 407E20000 NON-TRACKING TACK COAT | 5,367 GAL | $3.50 | $3.50 |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 336 CY | $280 | $280 |
| 609E24000 CURB, TYPE 4-A | 206 FT | $50.00 | $65.00 |
| 609E26000 CURB, TYPE 6 | 375 FT | $56.00 | $60.00 |
| 609E72000 CONCRETE MEDIAN | 350 SY | $90.00 | $110 |
| 202E62000 JUNCTION BOX REMOVED | 3 EACH | $213 | $150 |
| 625E00450 CONNECTION, FUSED PULL APART | 32 EACH | $130 | $125 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 16 EACH | $130 | $130 |
| 625E00470 CONNECTION, UNFUSED BOLTED | 24 EACH | $95.00 | $95.00 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 15 EACH | $130 | $130 |
| 625E10481 LIGHT POLE, AESTHETIC, AS PER PLAN, 18', SMOOTH ST | 8 EACH | $4,900 | $4,700 |
| 625E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE | 8 EACH | $550 | $525 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 3,216 FT | $4.00 | $3.00 |
| 625E23304 NO. 8 AWG 600 VOLT DISTRIBUTION CABLE | 3,162 FT | $3.00 | $2.00 |
| 625E23308 DISTRIBUTION CABLE, MISC.: NO. 12 AWG 600 VOLT CAB | 1,398 FT | $2.00 | $1.75 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 1,440 FT | $2.50 | $1.75 |
| 625E25400 CONDUIT, 2", 725.04 | 945 FT | $30.00 | $30.00 |
| 625E25408 CONDUIT, 2", 725.051 | 482 FT | $12.00 | $11.00 |
| 625E25500 CONDUIT, 3", 725.04 | 459 FT | $40.00 | $40.00 |
| 625E25721 CONDUIT, AS PER PLAN, 1/2", 725.04 | 386 FT | $20.00 | $18.00 |
| 625E27551 LUMINAIRE, DECORATIVE, AS PER PLAN, 1.5' LINEAR LE | 44 EACH | $1,600 | $1,470 |
| 625E27551 LUMINAIRE, DECORATIVE, AS PER PLAN, TEARDROP, SOLI | 16 EACH | $3,300 | $3,100 |
| 625E29002 TRENCH, 24" DEEP | 664 FT | $12.00 | $11.00 |
| 625E29920 STRUCTURE JUNCTION BOX | 8 EACH | $3,200 | $2,725 |
| 625E29921 STRUCTURE JUNCTION BOX, AS PER PLAN | 8 EACH | $3,000 | $2,725 |
| 625E30700 PULL BOX, 725.08, 18" | 7 EACH | $1,500 | $1,250 |
| 625E31510 PULL BOX REMOVED | 3 EACH | $150 | $150 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $15,000 | $14,000 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $3,000 | $3,000 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 548 FT | $2.00 | $2.00 |
| 625E39520 PULL BOX CLEANED | 1 EACH | $100 | $100 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $20,000 | $26,000 |
| 625E75402 LIGHT POLE REMOVED FOR STORAGE | 2 EACH | $450 | $400 |
| 625E75504 LUMINAIRE REMOVED FOR STORAGE | 2 EACH | $75.00 | $75.00 |
| 625E75550 DISTRIBUTION CABLE REMOVED | 835 FT | $1.00 | $0.80 |
| 625E75800 DISCONNECT CIRCUIT | 4 EACH | $320 | $300 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL, HAMILTON RD | 1 EACH | $2,100 | $2,000 |
| 625E98000 LIGHTING, MISC.:, SERVICE TO DECORATIVE LIGHTING | 2 EACH | $19,000 | $18,250 |
| 820E10001 INSTRUMENTATION ENCLOSURE, AS PER PLAN, STRUT-FRAM | 2 EACH | $6,100 | $5,900 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 18 EACH | $70.00 | $65.00 |
| 621E00100 RPM | 215 EACH | $60.00 | $55.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 215 EACH | $5.00 | $9.00 |
| 625E32000 GROUND ROD | 2 EACH | $320 | $300 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 6 EACH | $12.00 | $13.50 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 92 FT | $10.00 | $14.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 140 FT | $19.00 | $15.60 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST, TYPE S | 36 FT | $25.00 | $18.50 |
| 630E08004 ONE WAY SUPPORT, NO. 3 POST | 132 FT | $19.00 | $16.00 |
| 630E08600 SIGN POST REFLECTOR | 14 EACH | $48.00 | $45.00 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 2 EACH | $190 | $240 |
| 630E80100 SIGN, FLAT SHEET | 242.25 SF | $20.00 | $20.00 |
| 630E84510 RIGID OVERHEAD SIGN SUPPORT FOUNDATION | 2 EACH | $6,200 | $7,925 |
| 630E84600 GROUND MOUNTED PIPE SUPPORT FOUNDATION | 2 EACH | $700 | $750 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 21 EACH | $21.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $128 | $65.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 17 EACH | $20.00 | $15.00 |
| 630E87100 REMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION | 2 EACH | $500 | $675 |
| 630E89100 REMOVAL OF OVERHEAD SIGN SUPPORT AND REERECTION, T | 2 EACH | $6,500 | $5,950 |
| 644E00104 EDGE LINE, 6" | 0.91 MILE | $7,500 | $6,850 |
| 644E00204 LANE LINE, 6" | 0.41 MILE | $3,150 | $3,150 |
| 644E00300 CENTER LINE | 0.24 MILE | $9,000 | $8,890 |
| 644E00404 CHANNELIZING LINE, 12" | 649 FT | $2.55 | $2.55 |
| 644E00500 STOP LINE | 201 FT | $8.50 | $8.50 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 357 FT | $9.00 | $8.80 |
| 644E00720 CHEVRON MARKING | 196 FT | $3.00 | $2.50 |
| 644E01510 DOTTED LINE, 6" | 800 FT | $2.00 | $2.00 |
| 646E10010 EDGE LINE, 6" | 0.11 MILE | $15,600 | $15,600 |
| 646E10110 LANE LINE, 6" | 0.11 MILE | $9,500 | $9,500 |
| 646E10200 CENTER LINE | 0.16 MILE | $21,000 | $20,640 |
| 646E10310 CHANNELIZING LINE, 12" | 610 FT | $3.00 | $3.00 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 0.26 MILE | $14,680 | $14,680 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 0.37 MILE | $9,300 | $9,250 |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 287 FT | $4.00 | $4.00 |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 2.31 MILE | $7,400 | $7,350 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 2.87 MILE | $3,700 | $3,698 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 1,782 FT | $3.50 | $3.35 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 1,323 FT | $2.00 | $2.00 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,650 | $2,625 |
| 850E10110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.25 | $1.25 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $2.00 | $1.75 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $5,300 | $5,215 |
| 850E20130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $3.00 | $3.00 |
| 625E25402 CONDUIT, 2", 725.05 | 42 FT | $12.00 | $11.00 |
| 625E25500 CONDUIT, 3", 725.04 | 70 FT | $40.00 | $40.00 |
| 625E25502 CONDUIT, 3", 725.05 | 6 FT | $25.00 | $21.00 |
| 625E29000 TRENCH | 690 FT | $12.00 | $11.00 |
| 625E30510 PULL BOX, 725.06, SIZE 4 | 1 EACH | $1,200 | $1,200 |
| 625E31510 PULL BOX REMOVED | 7 EACH | $160 | $150 |
| 625E31600 PULL BOX, MISC.:725.08, 32" | 6 EACH | $2,800 | $2,550 |
| 625E32000 GROUND ROD | 3 EACH | $300 | $300 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 690 FT | $2.00 | $2.00 |
| 632E40500 SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG | 457 FT | $3.00 | $2.75 |
| 632E64010 SIGNAL SUPPORT FOUNDATION | 2 EACH | $11,000 | $12,000 |
| 632E90104 REUSE OF TRAFFIC CONTROL ITEM, VIDEO DETECTION SYS | 2 EACH | $2,700 | $2,500 |
| 632E90200 REUSE OF VEHICULAR SIGNAL HEAD | 4 EACH | $450 | $450 |
| 632E90206 REUSE OF SIGNAL SUPPORT | 2 EACH | $5,000 | $4,800 |
| 632E90212 REUSE OF CONTROLLER | 1 EACH | $7,500 | $7,275 |
| 633E67200 CONTROLLER WORK PAD | 1 EACH | $1,800 | $1,800 |
| 625E25606 CONDUIT, 4", 725.052, EPEC 80 HDPE | 928 FT | $20.00 | $17.00 |
| 804E15040 FIBER OPTIC CABLE, 144 FIBER | 1,678 FT | $22.00 | $22.00 |
| 632E43300 SIGNAL CABLE, MISC.: VIDEO DETECTION CABLE | 432 FT | $3.00 | $2.75 |
| 632E90100 REMOVAL OF TRAFFIC SIGNAL INSTALLATION | 1 EACH | $2,400 | $2,400 |
| 804E35000 FUSION SPLICE | 1 EACH | $6,500 | $6,500 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 500 HOUR | $110 | $85.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 | $2,320 |
| 614E12410 SPEED ZONE AHEAD SYMBOL SIGN | 4 EACH | $600 | $550 |
| 614E12420 DETOUR SIGNING | 1 LS | $30,000 | $20,000 |
| 614E12470 WORK ZONE SPEED LIMIT SIGN | 10 EACH | $775 | $650 |
| 614E12500 REPLACEMENT SIGN | 10 EACH | $450 | $340 |
| 614E12600 REPLACEMENT DRUM | 25 EACH | $55.00 | $78.00 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 5,120 EACH | $7.00 | $7.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 426 EACH | $6.00 | $14.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 426 EACH | $12.00 | $19.00 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.43 MILE | $3,200 | $3,200 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 4.58 MILE | $2,100 | $2,000 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 39,475 FT | $1.00 | $1.00 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 7,547 FT | $1.00 | $0.60 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 88 FT | $5.00 | $5.00 |
| 614E98200 WORK ZONE PAVEMENT MARKING, MISC.:TURN LANE ARROWS | 2 EACH | $200 | $200 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $10,000 | $150,000 |
| 616E10000 WATER | 15 MGAL | $50.00 | $100 |
| 618E40101 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER | 9,700 FT | $1.00 | $8.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 10 SNMT | $650 | $625 |
| 896E00010 PORTABLE NON-INTRUSIVE TRAFFIC SENSOR, CLASS I | 12 SNMT | $1,500 | $1,175 |
| 896E00021 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $1,500 | $1,475 |
| 202E22900 APPROACH SLAB REMOVED | 341 SY | $40.00 | $60.00 |
| 202E23500 WEARING COURSE REMOVED | 341 SY | $15.00 | $8.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $50,000 | $5,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 11,107 LB | $3.00 | $1.63 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $3.00 | $3.00 |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 16 CY | $7,500 | $7,000 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 2 CY | $8,500 | $4,000 |
| 511E45711 CLASS QC1 CONCRETE, ABUTMENT, AS PER PLAN | 26 CY | $4,000 | $2,700 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,130 SY | $25.00 | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 110 SY | $30.00 | $22.00 |
| 516E12300 STRIP SEAL EXPANSION JOINT ANCHORED WITH ELASTOMER | 170 FT | $800 | $500 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 34 EACH | $2,000 | $1,900 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $50,000 | $30,000 |
| 518E12701 SCUPPER, VERTICAL EXTENSION, AS PER PLAN | 18 EACH | $1,000 | $780 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 27 CY | $250 | $175 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 50 SF | $130 | $175 |
| 526E90010 TYPE A INSTALLATION | 153 FT | $300 | $280 |
| 630E80100 SIGN, FLAT SHEET | 1 SF | $50.00 | $55.00 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 68 CF | $800 | $515 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $200,000 | $450,000 |
| 202E22900 APPROACH SLAB REMOVED | 355 SY | $40.00 | $60.00 |
| 202E23500 WEARING COURSE REMOVED | 355 SY | $12.00 | $8.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100,000 | $5,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 11,309 LB | $2.50 | $1.62 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $4.00 | $3.00 |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 16 CY | $7,500 | $7,000 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 2 CY | $10,000 | $4,000 |
| 511E45711 CLASS QC1 CONCRETE, ABUTMENT, AS PER PLAN | 27 CY | $4,000 | $2,700 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,132 SY | $25.00 | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 112 SY | $39.00 | $22.00 |
| 516E12300 STRIP SEAL EXPANSION JOINT ANCHORED WITH ELASTOMER | 174 FT | $700 | $500 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 34 EACH | $1,750 | $1,900 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $50,000 | $30,000 |
| 518E12701 SCUPPER, VERTICAL EXTENSION, AS PER PLAN | 18 EACH | $1,000 | $780 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 28 CY | $200 | $175 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 50 SF | $130 | $175 |
| 526E90010 TYPE A INSTALLATION | 157 FT | $250 | $280 |
| 630E80100 SIGN, FLAT SHEET | 1 SF | $50.00 | $55.00 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 70 CF | $800 | $515 |
| 848E10001 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 2,491 SY | $80.00 | $70.00 |
| 848E30001 MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE T | 35 CY | $250 | $235 |
| 848E50000 HAND CHIPPING | 25 SY | $75.00 | $100 |
| 848E50100 TEST SLAB | 1 LS | $2,500 | $1,000 |
| 848E50200 FULL-DEPTH REPAIR | 24 CY | $1,100 | $900 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, 1 1/4" THICK | 2,491 SY | $15.00 | $13.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 250 SY | $90.00 | $45.00 |
| 202E22900 APPROACH SLAB REMOVED | 304 SY | $40.00 | $55.00 |
| 202E23500 WEARING COURSE REMOVED | 2,312 SY | $10.00 | $12.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $75,000 | $55,000 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 9,358 FT | $2.00 | $1.79 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 1,164 EACH | $30.00 | $18.00 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $4,600 | $3,500 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 128 CY | $1,200 | $1,250 |
| 511E43210 CLASS QC1 CONCRETE, PIER | 25 CY | $3,500 | $1,400 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 57 CY | $2,500 | $1,200 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,941 SY | $25.00 | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 86 SY | $28.00 | $26.50 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF | 2,706 LB | $35.00 | $31.25 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 10,380 EACH | $6.00 | $5.00 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 8,125 SF | $21.00 | $20.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 8,125 SF | $10.25 | $10.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 8,438 SF | $8.75 | $8.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 8,438 SF | $3.60 | $3.50 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 2 MNHR | $160 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 4 EACH | $220 | $200 |
| 514E27700 FIELD PAINTING, MISC.:COATING OF BEAM ENDS | 925 SF | $160 | $150 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 24 SF | $9.00 | $13.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 99 SF | $12.00 | $14.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 227 FT | $48.00 | $45.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $2,300 | $2,024 |
| 516E44400 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,900 | $1,579 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $125,000 | $119,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 153 CY | $125 | $118 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 600 SF | $130 | $185 |
| 526E90030 TYPE C INSTALLATION | 202 FT | $250 | $350 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $16,000 | $14,000 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 5,622 SF | $17.00 | $16.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 5,622 SF | $10.00 | $10.00 |
| 518E12701 SCUPPER, VERTICAL EXTENSION, AS PER PLAN | 3 EACH | $900 | $1,350 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 552 SF | $130 | $185 |
| 630E80100 SIGN, FLAT SHEET | 1 SF | $50.00 | $55.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 506 SY | $25.00 | $24.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 24,826 SF | $5.25 | $5.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 24,826 SF | $3.25 | $3.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 24,826 SF | $3.05 | $2.75 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 34 MNHR | $150 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 14 EACH | $200 | $200 |
| 518E12701 SCUPPER, VERTICAL EXTENSION, AS PER PLAN | 13 EACH | $850 | $900 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 456 SF | $130 | $185 |
| 519E12200 PATCHING CONCRETE BRIDGE DECK - TYPE A | 17 SY | $1,250 | $700 |
| 630E80100 SIGN, FLAT SHEET | 1 SF | $50.00 | $55.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 2,479 SY | $25.00 | $24.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 84,340 SF | $2.05 | $2.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 92 MNHR | $150 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 37 EACH | $205 | $200 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 70 EACH | $1,250 | $1,250 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $100,000 | $81,000 |
| 518E12701 SCUPPER, VERTICAL EXTENSION, AS PER PLAN | 22 EACH | $750 | $786 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 1,291 SF | $130 | $175 |
| 630E80100 SIGN, FLAT SHEET | 2 SF | $50.00 | $55.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $75,000 | $75,000 |
| 619E16020 FIELD OFFICE, TYPE C | 18 MNTH | $5,000 | $4,400 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $150,000 | $36,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $1,000,000 | $1.00M | 6% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 900 CY | $950 | $855k | 5% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 84,340 SF | $9 | $759k | 5% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,376 CY | $300 | $713k | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 294,533 LB | $2 | $589k | 4% |
| 607E40000 SPECIAL - VANDAL PROTECTION FENCE | 483 FT | $1,000 | $483k | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $477,000 | $477k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,743 CY | $270 | $471k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 20,336 FT | $20 | $407k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400k | 3% |