FRA-IR 70-13.11 (Proj 4A)
FRA County · est $267M
Bid dateThursday, January 18—
FRA County · est $267M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 1610 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | % of bid |
|---|---|---|---|
| 624E10000 MOBILIZATION | 1 LS | $17,170,000 | 13% |
| 513E10300 STRUCTURAL STEEL MEMBERS, LEVEL 5 | 3,560,367 LB | $4.00 | 11% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 39,184 CY | $235 | 7% |
| 513E10401 STRUCTURAL STEEL MEMBERS, HYBRID GIRDER, LEVEL SIX | 2,113,222 LB | $4.00 | 6% |
| 513E10401 STRUCTURAL STEEL MEMBERS, HYBRID GIRDER, LEVEL SIX | 2,213,561 LB | $3.00 | 5% |
| 524E95472 DRILLED SHAFTS, 60" DIAMETER, ABOVE BEDROCK WITH Q | 6,016 FT | $1,100 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,567,903 | 5% |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 1,928,660 LB | $3.25 | 5% |
| 203E20000 EMBANKMENT | 189,157 CY | $33.00 | 5% |
| 513E10401 STRUCTURAL STEEL MEMBERS, HYBRID GIRDER, LEVEL SIX | 1,712,826 LB | $3.20 | 4% |
| 524E95533 DRILLED SHAFTS, 96" DIAMETER, ABOVE BEDROCK WITH Q | 1,848 FT | $2,950 | 4% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $5,000,000 | 4% |
| 524E95472 DRILLED SHAFTS, 60" DIAMETER, ABOVE BEDROCK WITH Q | 4,347 FT | $1,100 | 4% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 3,365 CY | $1,400 | 4% |
| 513E10301 STRUCTURAL STEEL MEMBERS, LEVEL 5, AS PER PLAN | 1,553,954 LB | $2.90 | 3% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $4,000,000 | 3% |
| 690E98400 SPECIAL - ILLUMINATED SCREENWALL (HIGH ST BRIDGE) | 1 LS | $3,910,000 | 3% |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 1,598,390 LB | $2.40 | 3% |
| 690E98400 SPECIAL - ILLUMINATED SCREENWALL (FOURTH ST BRIDGE | 1 LS | $3,700,000 | 3% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 5,464 CY | $600 | 3% |
| Item | Quantity | R1Kokosing Construction Company INC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $472,000 |
| 202E20010 HEADWALL REMOVED | 4 EACH | $600 |
| 202E23000 PAVEMENT REMOVED | 101,320 SY | $31.00 |
| 202E30000 WALK REMOVED | 30,130 SF | $4.00 |
| 202E30200 STEPS REMOVED | 9 FT | $90.00 |
| 202E30600 CONCRETE MEDIAN REMOVED | 114 SY | $31.00 |
| 202E30700 CONCRETE BARRIER REMOVED | 10,618 FT | $21.00 |
| 202E30701 CONCRETE BARRIER REMOVED, AS PER PLAN "4A" | 175 FT | $120 |
| 202E30701 |
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 →
| 1,280 FT |
| $12.00 |
| 202E32000 CURB REMOVED | 16,634 FT | $8.00 |
| 202E32500 CURB AND GUTTER REMOVED | 271 FT | $11.00 |
| 202E32800 CONCRETE SLOPE PROTECTION REMOVED | 655 SY | $21.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 5,654 FT | $85.00 |
| 202E38000 GUARDRAIL REMOVED | 13,397 FT | $2.20 |
| 202E47800 IMPACT ATTENUATOR REMOVED | 5 EACH | $375 |
| 202E58000 MANHOLE REMOVED | 14 EACH | $2,800 |
| 202E58100 CATCH BASIN REMOVED | 41 EACH | $850 |
| 202E58200 INLET REMOVED | 50 EACH | $1,000 |
| 202E58201 INLET REMOVED, AS PER PLAN | 1 EACH | $10,000 |
| 202E58400 INLET ABANDONED | 1 EACH | $3,000 |
| 202E58401 INLET ABANDONED, AS PER PLAN | 3 EACH | $4,100 |
| 202E58500 CATCH BASIN ABANDONED | 2 EACH | $2,200 |
| 202E58501 CATCH BASIN ABANDONED, AS PER PLAN | 4 EACH | $4,000 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 12" | 323 FT | $24.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 15" | 212 FT | $34.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 18" | 126 FT | $34.00 |
| 202E75000 FENCE REMOVED | 3,853 FT | $5.00 |
| 202E75250 GATE REMOVED | 3 EACH | $350 |
| 202E75255 GATE REMOVED FOR REUSE, AS PER PLAN | 1 EACH | $1,000 |
| 202E75610 VALVE BOX REMOVED | 4 EACH | $1,200 |
| 202E98100 REMOVAL MISC.: INSPECTION WELL | 2 EACH | $380 |
| 202E98100 REMOVAL MISC.: TRASH RECEPTACLES | 9 EACH | $330 |
| 202E98200 REMOVAL MISC.: CURB REMOVED FOR STORAGE | 303 FT | $80.00 |
| 202E98200 REMOVAL MISC.: MISC CONDUIT | 100 FT | $100 |
| 202E98200 REMOVAL MISC.: PORTABLE BARRIER | 2,770 FT | $9.00 |
| 202E98200 REMOVAL MISC.: PORTABLE BARRIER WITH VANDAL FENCE | 1,062 FT | $20.00 |
| 202E98200 REMOVAL MISC.: TRENCH DRAIN | 101 FT | $130 |
| 202E98400 REMOVAL MISC.:BRICK PAVERS REMOVED | 5,152 SF | $8.00 |
| 203E10000 EXCAVATION | 116,404 CY | $26.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 34,500 CY | $33.00 |
| 203E35000 GRANULAR EMBANKMENT | 3,360 CY | $46.00 |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 4,592 CY | $46.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 2,806 CY | $49.00 |
| 204E10000 SUBGRADE COMPACTION | 62,824 SY | $4.60 |
| 204E13000 EXCAVATION OF SUBGRADE | 3,148 CY | $69.00 |
| 204E13001 EXCAVATION OF SUBGRADE, AS PER PLAN | 172 CY | $74.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 3,148 CY | $98.00 |
| 204E45000 PROOF ROLLING | 80 HOUR | $320 |
| 204E45001 PROOF ROLLING, AS PER PLAN | 1 HOUR | $320 |
| 204E50000 GEOTEXTILE FABRIC | 10,706 SY | $3.50 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN | 1,032 SY | $15.00 |
| 204E51000 GEOGRID | 10,706 SY | $6.00 |
| 206E10500 CEMENT | 2,615 TON | $265 |
| 206E11000 CURING COAT | 88,623 SY | $1.50 |
| 206E15010 CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP | 22,586 SY | $5.50 |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 66,037 SY | $5.00 |
| 206E20000 TEST ROLLING | 10 HOUR | $300 |
| 206E30000 MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | 1 LS | $80,000 |
| 208E14001 VIBRATION CONTROL AND MONITORING, AS PER PLAN | 1 LS | $238,000 |
| 209E60201 LINEAR GRADING, AS PER PLAN | 32 STA | $790 |
| 606E15050 GUARDRAIL, TYPE MGS | 7,475 FT | $27.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 4 EACH | $3,360 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 5 EACH | $1,580 |
| 606E35000 BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $1,960 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 7 EACH | $3,020 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 8 EACH | $920 |
| 606E60022 IMPACT ATTENUATOR, TYPE 2 (UNIDIRECTIONAL) (60 MPH | 1 EACH | $42,345 |
| 606E60040 IMPACT ATTENUATOR, TYPE 3 UNIDIRECTIONAL (60 MPH, | 2 EACH | $51,832 |
| 606E60041 IMPACT ATTENUATOR, TYPE 3 UNIDIRECTIONAL, AS PER P | 1 EACH | $51,354 |
| 606E60041 IMPACT ATTENUATOR, TYPE 3 UNIDIRECTIONAL, AS PER P | 1 EACH | $53,204 |
| 606E60041 IMPACT ATTENUATOR, TYPE 3 UNIDIRECTIONAL, AS PER P | 1 EACH | $45,204 |
| 607E23000 FENCE, TYPE CLT | 1,983 FT | $32.00 |
| 607E23001 FENCE, TYPE CLT, AS PER PLAN"A" | 942 FT | $50.00 |
| 607E23001 FENCE, TYPE CLT, AS PER PLAN"B" | 571 FT | $40.00 |
| 607E61111 GATE REBUILT, AS PER PLAN | 2 EACH | $3,500 |
| 607E61201 GATE, TYPE CLT, AS PER PLAN "A" | 2 EACH | $2,500 |
| 607E61201 GATE, TYPE CLT, AS PER PLAN "B" | 1 EACH | $2,200 |
| 607E98000 FENCE, MISC.: 6' CHAIN LINK FENCING | 228 FT | $52.00 |
| 607E98000 FENCE, MISC.: IRON LA-R/W FENCE, GROUND MOUNTED, A | 159 FT | $320 |
| 607E98000 FENCE, MISC.: WOOD FENCE | 32 FT | $72.00 |
| 607E98100 FENCE, MISC.: 30 INDUSTRIAL GATE | 1 EACH | $5,250 |
| 608E10000 4" CONCRETE WALK | 52,528 SF | $16.70 |
| 608E15000 8" CONCRETE WALK | 1,389 SF | $56.00 |
| 608E41001 CONCRETE STEPS, TYPE B, AS PER PLAN | 9 FT | $620 |
| 608E98000 WALKWAY, MISC.: 6" X 6" CONCRETE PAVERS | 10,219 SF | $36.00 |
| 608E98000 WALKWAY, MISC.: BRICK PAVER CROSSWALK | 9,608 SF | $70.00 |
| 608E98000 WALKWAY, MISC.: BRICK PAVER WALK | 4,641 SF | $50.00 |
| 608E98000 WALKWAY, MISC.: GRANITE COBBLES, AS PER PLAN | 1,385 SF | $110 |
| 608E98200 WALKWAY, MISC.: COLUMBUS CURB RAMP, TYPE A | 26 EACH | $2,150 |
| 622E10060 CONCRETE BARRIER, SINGLE SLOPE, TYPE B | 257 FT | $145 |
| 622E10100 CONCRETE BARRIER, SINGLE SLOPE, TYPE B1 | 279 FT | $285 |
| 622E10121 CONCRETE BARRIER, SINGLE SLOPE, TYPE C, AS PER PLA | 50 FT | $500 |
| 622E10140 CONCRETE BARRIER, SINGLE SLOPE, TYPE C1 | 1,914 FT | $450 |
| 622E10141 CONCRETE BARRIER, SINGLE SLOPE, TYPE C1, AS PER PL | 535 FT | $380 |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 9,070 FT | $135 |
| 622E10161 CONCRETE BARRIER, SINGLE SLOPE, TYPE D, AS PER PLA | 669 FT | $150 |
| 622E10200 BARRIER TRANSITION | 3 EACH | $7,400 |
| 622E24841 CONCRETE BARRIER END SECTION, TYPE B, AS PER PLAN | 1 EACH | $14,500 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 11 EACH | $4,600 |
| 622E25005 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 1 EACH | $25,000 |
| 622E25006 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 4 EACH | $6,000 |
| 622E25007 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 1 EACH | $9,200 |
| 622E25014 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 17 EACH | $6,400 |
| 622E25015 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 1 EACH | $16,000 |
| 622E25015 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 8 EACH | $9,000 |
| 622E25015 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 2 EACH | $12,700 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 135 EACH | $4,000 |
| 622E25051 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 1 EACH | $3,300 |
| 622E25051 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 1 EACH | $23,500 |
| 622E25051 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 2 EACH | $5,900 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,800 FT | $12.00 |
| 622E41101 PORTABLE BARRIER, UNANCHORED, AS PER PLAN | 1,016 FT | $87.00 |
| 622E41111 PORTABLE BARRIER, ANCHORED, AS PER PLAN | 1,933 FT | $95.00 |
| 622E90000 BARRIER, MISC.: NEW JERSEY STYLE, TYPE B50, AS PER | 205 FT | $315 |
| 622E90200 BARRIER, MISC.: BACKUP STRUCTURE, AS PER PLAN "A" | 1 EACH | $3,600 |
| 622E90200 BARRIER, MISC.: BACKUP STRUCTURE, AS PER PLAN "B" | 1 EACH | $3,200 |
| 623E38500 MONUMENT ASSEMBLY | 2 EACH | $1,400 |
| 623E40500 REFERENCE MONUMENT | 22 EACH | $535 |
| 623E40520 RIGHT-OF-WAY MONUMENT | 1 EACH | $127 |
| 690E98400 SPECIAL - EMERGENCY ACTION PLAN COORDINATION "4A" | 1 LS | $2,500 |
| 690E98400 SPECIAL - EMERGENCY ACTION PLAN COORDINATION "6A" | 1 LS | $2,500 |
| 690E98400 SPECIAL - EMERGENCY CLOSURE | 1 LS | $50,000 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | 1 LS | $25,000 |
| 690E98400 SPECIAL - USACE SURVEY AND AS-BUILTS | 1 LS | $1.00 |
| 690E98400 SPECIAL - WCLPP R/W CONSTRUCTION CAMERA | 1 LS | $160,000 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $750,000 |
| 202E35201 PIPE REMOVED, OVER 24", AS PER PLAN | 32 FT | $400 |
| 607E39994 TEMPORARY VANDAL FENCE, TYPE B | 323 FT | $25.00 |
| 202E32600 GUTTER REMOVED | 49 FT | $22.00 |
| 601E12001 RIPRAP, WITH GROUT, AS PER PLAN | 2,813 SY | $90.00 |
| 601E21000 CONCRETE SLOPE PROTECTION | 4,298 SY | $105 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 456 SY | $90.00 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 51 SY | $100 |
| 601E21100 SLOPE PROTECTION, MISC.: VEGETATED GEOCELL, AS PER | 186 SY | $80.00 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 5,268 CY | $140 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 50 CY | $218 |
| 601E37501 PAVED GUTTER, TYPE 1-2, AS PER PLAN | 569 FT | $260 |
| 659E00100 SOIL ANALYSIS TEST | 8 EACH | $100 |
| 659E00300 TOPSOIL | 5,835 CY | $93.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 2,522 SY | $1.90 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 5,605 SY | $0.80 |
| 659E00530 SEEDING AND MULCHING, CLASS 3B | 22,424 SY | $0.85 |
| 659E10000 SEEDING AND MULCHING | 23,952 SY | $0.80 |
| 659E14000 REPAIR SEEDING AND MULCHING | 2,629 SY | $0.85 |
| 659E15000 INTER-SEEDING | 2,629 SY | $0.85 |
| 659E20000 COMMERCIAL FERTILIZER | 8.86 TON | $1,400 |
| 659E31000 LIME | 11.71 ACRE | $200 |
| 659E35000 WATER | 286 MGAL | $1.20 |
| 659E40000 MOWING | 87 MSF | $40.00 |
| 660E30000 SODDING UNSTAKED | 8 SY | $100 |
| 670E00700 DITCH EROSION PROTECTION | 1,037 SY | $2.50 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 1,957 SY | $2.50 |
| 670E00760 DITCH EROSION PROTECTION MAT, TYPE F | 134 SY | $20.00 |
| 690E98100 SPECIAL - FILTER SOCK WITH IMPERMEABLE MATERIAL | 358 FT | $20.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $15,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $175,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $65,000 |
| 832E30000 EROSION CONTROL | 2,600,000 EACH | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 138 SY | $6.00 |
| 602E20000 CONCRETE MASONRY | 3.6 CY | $4,800 |
| 605E05110 4" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 13,040 FT | $24.00 |
| 605E06000 4" BASE PIPE UNDERDRAINS | 3,377 FT | $28.00 |
| 605E06020 4" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 6,952 FT | $20.00 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 13,965 FT | $28.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 200 FT | $43.00 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 2,443 FT | $25.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 75 FT | $28.00 |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 29,772 FT | $21.00 |
| 611E00100 4" CONDUIT, TYPE B | 62 FT | $63.00 |
| 611E00400 4" CONDUIT, TYPE E, MISC FOR DRAINAGE DISCHARGE CO | 100 FT | $85.00 |
| 611E00406 4" CONDUIT, TYPE F | 200 FT | $85.00 |
| 611E00406 4" CONDUIT, TYPE F, MISC FOR DRAINAGE DISCHARGE CO | 100 FT | $55.00 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 1,027 FT | $50.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 655 FT | $55.00 |
| 611E00900 6" CONDUIT, TYPE B | 1,197 FT | $65.00 |
| 611E01100 6" CONDUIT, TYPE C | 157 FT | $65.00 |
| 611E01400 6" CONDUIT, TYPE E | 150 FT | $70.00 |
| 611E01500 6" CONDUIT, TYPE F | 500 FT | $50.00 |
| 611E01800 8" CONDUIT, TYPE B | 224 FT | $135 |
| 611E01800 8" CONDUIT, TYPE B, MISC FOR DRAINAGE DISCHARGE CO | 100 FT | $140 |
| 611E02000 8" CONDUIT, TYPE C, MISC FOR DRAINAGE DISCHARGE CO | 100 FT | $110 |
| 611E03300 10" CONDUIT, TYPE C | 5 FT | $560 |
| 611E03700 10" CONDUIT, TYPE F | 21 FT | $220 |
| 611E04400 12" CONDUIT, TYPE B | 109 FT | $250 |
| 611E04400 12" CONDUIT, TYPE B, 748.02 | 23 FT | $365 |
| 611E04600 12" CONDUIT, TYPE C | 10 FT | $420 |
| 611E05900 15" CONDUIT, TYPE B | 3,522 FT | $220 |
| 611E05900 15" CONDUIT, TYPE B, 706.02, JOINTS PER 706.11 | 67 FT | $275 |
| 611E05901 15" CONDUIT, TYPE B, AS PER PLAN | 356 FT | $240 |
| 611E06100 15" CONDUIT, TYPE C | 1,259 FT | $165 |
| 611E06101 15" CONDUIT, TYPE C, AS PER PLAN | 105 FT | $200 |
| 611E06700 15" CONDUIT, TYPE F | 40 FT | $195 |
| 611E07400 18" CONDUIT, TYPE B | 688 FT | $250 |
| 611E07400 18" CONDUIT, TYPE B, 748.06 | 12 FT | $1,140 |
| 611E07401 18" CONDUIT, TYPE B, AS PER PLAN | 121 FT | $290 |
| 611E07600 18" CONDUIT, TYPE C | 413 FT | $210 |
| 611E08900 21" CONDUIT, TYPE B | 55 FT | $385 |
| 611E09100 21" CONDUIT, TYPE C | 56 FT | $280 |
| 611E09700 21" CONDUIT, TYPE F | 86 FT | $300 |
| 611E10400 24" CONDUIT, TYPE B | 139 FT | $455 |
| 611E10400 24" CONDUIT, TYPE B, 706.02 WITH 706.11 JOINTS | 48 FT | $465 |
| 611E13400 30" CONDUIT, TYPE B | 50 FT | $335 |
| 611E19400 42" CONDUIT, TYPE B, 748.06 | 28 FT | $1,900 |
| 611E98150 CATCH BASIN, NO. 3 | 3 EACH | $8,000 |
| 611E98180 CATCH BASIN, NO. 3A | 4 EACH | $5,500 |
| 611E98370 CATCH BASIN, NO. 6 | 16 EACH | $5,000 |
| 611E98371 CATCH BASIN, NO. 6, AS PER PLAN | 1 EACH | $11,000 |
| 611E98410 CATCH BASIN, NO. 8 | 8 EACH | $10,000 |
| 611E98411 CATCH BASIN, NO. 8, AS PER PLAN | 3 EACH | $8,400 |
| 611E98430 CATCH BASIN, NO. 8 WITHOUT APRON | 2 EACH | $7,400 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $3,700 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 4 EACH | $1,300 |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 6 EACH | $1,500 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 2 EACH | $2,500 |
| 611E98804 INLET, NO. 3B50 | 1 EACH | $14,000 |
| 611E98840 INLET, NO. 2-A-6 | 4 EACH | $11,000 |
| 611E98870 INLET, NO. 2-A-12 | 1 EACH | $15,000 |
| 611E98880 INLET, NO. 2-A-14 | 1 EACH | $16,000 |
| 611E99094 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B | 1 EACH | $17,000 |
| 611E99110 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1 | 3 EACH | $21,000 |
| 611E99111 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1, AS | 2 EACH | $22,000 |
| 611E99111 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1, AS | 4 EACH | $20,000 |
| 611E99114 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D | 44 EACH | $16,000 |
| 611E99115 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D, AS | 8 EACH | $15,000 |
| 611E99115 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D, AS | 1 EACH | $20,000 |
| 611E99150 INLET ADJUSTED TO GRADE | 2 EACH | $9,000 |
| 611E99154 INLET RECONSTRUCTED TO GRADE | 3 EACH | $11,000 |
| 611E99574 MANHOLE, NO. 3 | 15 EACH | $8,800 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN "A" | 4 EACH | $7,000 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN "B" | 3 EACH | $5,900 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 3 EACH | $1,600 |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN "A" | 2 EACH | $2,100 |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN "B" | 2 EACH | $2,100 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 4 EACH | $5,500 |
| 611E99661 MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN "6A" | 1 EACH | $115,000 |
| 611E99661 MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN "A" | 6 EACH | $77,000 |
| 611E99661 MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN "B" | 2 EACH | $115,000 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 11 EACH | $940 |
| 611E99720 INSPECTION WELL | 20 EACH | $2,800 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 1,750 LB | $4.00 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 1,856 CY | $220 |
| 690E98000 SPECIAL - CITY OF COLUMBUS DOUBLE CURB AND GUTTER | 4 EACH | $8,000 |
| 690E98000 SPECIAL - CITY OF COLUMBUS MANHOLE, TYPE C (AA-S10 | 1 EACH | $9,000 |
| 690E98000 SPECIAL - CITY OF COLUMBUS STANDARD CURB AND GUTTE | 10 EACH | $6,000 |
| 690E98000 SPECIAL - DOUBLE CURB AND GUTTER INLET | 2 EACH | $17,000 |
| 690E98000 SPECIAL - MANHOLE ADJUSTED TO GRADE | 5 EACH | $3,000 |
| 690E98000 SPECIAL - MANHOLE, TYPE C (48") | 1 EACH | $27,000 |
| 690E98000 SPECIAL - MODIFIED DOUBLE CURB AND GUTTER INLET | 1 EACH | $24,000 |
| 690E98100 SPECIAL - 12" CONDUIT, TYPE 1 | 31 FT | $1,440 |
| 690E98100 SPECIAL - 24" CONDUIT, TYPE 1 | 41 FT | $920 |
| 690E98100 SPECIAL - 4" PIPE UNDERDRAIN | 993 FT | $25.00 |
| 690E98100 SPECIAL - CITY OF COLUMBUS 12" PIPE, WITH TYPE 1 B | 458 FT | $243 |
| 690E98100 SPECIAL - CITY OF COLUMBUS 12" PIPE, WITH TYPE 1 B | 293 FT | $265 |
| 690E98100 SPECIAL - CITY OF COLUMBUS 6" PIPE, WITH TYPE 1 BE | 486 FT | $95.00 |
| 690E98100 SPECIAL - CITY OF COLUMBUS 6" PIPE, WITH TYPE 1 BE | 96 FT | $105 |
| 690E98100 SPECIAL - CITY OF COLUMBUS 8" PIPE, WITH TYPE 1 BE | 116 FT | $135 |
| 690E98100 SPECIAL - CITY OF COLUMBUS 8" PIPE, WITH TYPE 1 BE | 71 FT | $150 |
| 839E29000 TRENCH DRAIN, TYPE A WITH STANDARD GRATE | 1,164 FT | $320 |
| 839E30001 TRENCH DRAIN WITH STANDARD GRATE, AS PER PLAN | 44 FT | $450 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN ?6A? | 2 EACH | $14,500 |
| 251E01020 PARTIAL DEPTH PAVEMENT REPAIR (442) | 150 SY | $500 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 1,791 FT | $1.70 |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 121 SY | $1,100 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 0.25" DEPTH | 170 SY | $30.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" AVG DEPT | 410 SY | $18.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" DEPTH | 827 SY | $18.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" AVG DEPTH | 4,717 SY | $18.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" AVG DEPT | 938 SY | $30.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, AVERAGE DEPTH | 464 SY | $35.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 1,406 SY | $35.00 |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE, 1.25" | 238 SY | $18.00 |
| 304E20000 AGGREGATE BASE | 18,414 CY | $74.00 |
| 304E20000 AGGREGATE BASE, 6" | 7,154 CY | $74.00 |
| 304E20000 AGGREGATE BASE, 8" | 7 CY | $195 |
| 304E20001 AGGREGATE BASE, AS PER PLAN, 12" | 331 CY | $77.00 |
| 304E20001 AGGREGATE BASE, AS PER PLAN, 6" | 36 CY | $148 |
| 305E11010 7" CONCRETE BASE, CLASS QC 1P | 181 SY | $114 |
| 305E12010 8" CONCRETE BASE, CLASS QC 1P | 1,240 SY | $120 |
| 305E13010 9" CONCRETE BASE, CLASS QC 1P | 6,609 SY | $155 |
| 407E13900 TACK COAT, 702.13 | 658 GAL | $20.00 |
| 407E20000 NON-TRACKING TACK COAT | 24,187 GAL | $4.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 83 CY | $800 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 229 CY | $800 |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (9 CY | $800 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (368 CY | $775 |
| 441E70801 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (95 CY | $1,100 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 9,452 CY | $0.50 |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 325 CY | $1,000 |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 7,294 CY | $400 |
| 442E22300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 71 CY | $400 |
| 451E13010 8" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 163 SY | $140 |
| 451E30000 SPECIAL - PRESSURE RELIEF JOINT, TYPE A | 489 FT | $460 |
| 452E09010 4" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 1,219 SY | $90.00 |
| 452E12050 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 113 SY | $200 |
| 452E14011 10" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 179 SY | $180 |
| 452E15010 12" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 2,109 SY | $200 |
| 609E24510 CURB, TYPE 4-C | 3,678 FT | $46.00 |
| 609E50000 4" CONCRETE TRAFFIC ISLAND | 167 SY | $130 |
| 609E98000 CURB, MISC.: COLUMBUS 18" CONCRETE CURB | 903 FT | $130 |
| 609E98000 CURB, MISC.: COLUMBUS 18" GRANITE CURB "A" | 1,624 FT | $320 |
| 609E98000 CURB, MISC.: COLUMBUS 18" GRANITE CURB "B" | 462 FT | $280 |
| 609E98000 CURB, MISC.: COLUMBUS 18" GRANITE CURB "C" | 168 FT | $470 |
| 609E98000 CURB, MISC.: COMBINATION CURB & GUTTER, TYPE MOUNT | 68 FT | $67.00 |
| 609E98000 CURB, MISC.: COMBINATION CURB & GUTTER, TYPE SPECI | 318 FT | $69.00 |
| 609E98000 CURB, MISC.: STRAIGHT 18" CONCRETE CURB, AS PER PL | 555 FT | $56.00 |
| 690E98100 SPECIAL - SAWING AND SEALING CONCRETE JOINTS | 1,368 FT | $17.00 |
| 826E10600 ASPHALT CONCRETE SURFACE COURSE, 442 12.5MM, (448) | 3 CY | $2,000 |
| 872E10000 VOID REDUCING ASPHALT MEMBRANE (VRAM) | 61,283 FT | $2.75 |
| 823E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | 14 CY | $1,000 |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 1 EACH | $2,100 |
| 638E10400 FIRE HYDRANT ADJUSTED TO GRADE | 2 EACH | $3,000 |
| 638E11602 SPECIAL - 6" WATER MAIN DIP AND FITTINGS (COLUMBUS | 26 FT | $600 |
| 638E11604 SPECIAL - 8" WATER MAIN DIP AND FITTINGS (COLUMBUS | 10 FT | $700 |
| 638E11608 SPECIAL - 12" WATER MAIN DIP AND FITTINGS (COLUMBU | 228 FT | $550 |
| 638E11614 SPECIAL - 20" WATER MAIN DIP AND FITTINGS (COLUMBU | 127 FT | $1,700 |
| 638E11616 SPECIAL - 24" WATER MAIN DIP AND FITTINGS (COLUMBU | 698 FT | $1,100 |
| 638E20476 SPECIAL - 42" STEEL PIPE ENCASEMENT, BORED OR JACK | 207 FT | $6,100 |
| 638E20500 SPECIAL - VALVE BOX ADJUSTED TO GRADE (COLUMBUS 80 | 24 EACH | $479 |
| 638E20538 SPECIAL - 6" GATE VALVE WITH VALVE BOX (COLUMBUS 8 | 3 EACH | $3,000 |
| 638E20586 SPECIAL - 12" GATE VALVE WITH VALVE BOX (COLUMBUS | 4 EACH | $7,000 |
| 638E20682 SPECIAL - 24" BUTTERFLY VALVE WITH VALVE BOX (COLU | 4 EACH | $26,000 |
| 638E20750 SPECIAL - 6" FIRE HYDRANT (COLUMBUS 809) | 2 EACH | $10,000 |
| 638E20758 SPECIAL - FIRE HYDRANT ABANDONED (COLUMBUS 809) | 2 EACH | $1,300 |
| 638E20880 SPECIAL - CUT AND PLUG EXISTING 8" WATER LINE (COL | 2 EACH | $1,800 |
| 638E20884 SPECIAL - CUT AND PLUG EXISTING 12" WATER LINE (CO | 3 EACH | $2,100 |
| 638E20886 SPECIAL - CUT AND PLUG EXISTING 16" WATER LINE (CO | 3 EACH | $2,700 |
| 638E20888 SPECIAL - CUT AND PLUG EXISTING 20" WATER LINE (CO | 2 EACH | $3,500 |
| 638E20890 SPECIAL - CUT AND PLUG EXISTING 24" WATER LINE (CO | 2 EACH | $4,100 |
| 638E98000 WATER WORK, MISC.: 1/2 INCH WATER SERVICE LINE TRA | 1 EACH | $7,500 |
| 638E98000 WATER WORK, MISC.: 12" WATER MAIN ABANDONED (COLUM | 1 EACH | $2,000 |
| 638E98000 WATER WORK, MISC.: 16" WATER MAIN ABANDONED (COLUM | 1 EACH | $6,000 |
| 638E98000 WATER WORK, MISC.: 24" WATER MAIN ABANDONED (COLUM | 1 EACH | $4,000 |
| 638E98000 WATER WORK, MISC.: 24" x 24" TAPPING SLEEVE AND VA | 1 EACH | $200,000 |
| 638E98000 WATER WORK, MISC.: FIRE DEPARTMENT CONNECTION | 2 EACH | $15,000 |
| 638E98000 WATER WORK, MISC.: FIRE HYDRANT, RELOCATED (COLUMB | 2 EACH | $5,000 |
| 638E98100 WATER WORK, MISC.: CORROSION PROTECTION (20" DIAME | 1 LS | $12,800 |
| 638E98100 WATER WORK, MISC.: SURVEY COORDINATES | 1 LS | $5,000 |
| 638E98600 WATER WORK, MISC.: DRY STANDPIPE | 288 FT | $450 |
| 690E98000 SPECIAL - 3.5 INCH HYDRANT EXTENSION (COLUMBUS 810 | 1 EACH | $1,400 |
| 690E98700 SPECIAL - INCREASE OR DECREASE IN EXCAVATION AND B | 90 CY | $56.00 |
| 690E99400 SPECIAL - DUCTILE IRON FITTINGS, INCREASE OR DECRE | 700 LB | $8.60 |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 4 EACH | $2,100 |
| 611E99661 MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN | 1 EACH | $2,100 |
| 690E98000 SPECIAL - CITY OF COLUMBUS MANHOLE, TYPE C (AA-S10 | 3 EACH | $13,000 |
| 690E98100 SPECIAL - CITY OF COLUMBUS 6" PIPE, 801.03, WITH T | 21 FT | $360 |
| 690E98100 SPECIAL - CITY OF COLUMBUS 8" C905 PIPE, WITH TYPE | 267 FT | $450 |
| 690E98100 SPECIAL - CITY OF COLUMBUS 8" C905 PIPE, WITH TYPE | 31 FT | $540 |
| 625E00450 CONNECTION, FUSED PULL APART | 112 EACH | $230 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 2 EACH | $210 |
| 625E00470 CONNECTION, UNFUSED BOLTED | 27 EACH | $230 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 87 EACH | $205 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN A10B40 | 3 EACH | $4,500 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN A12B40 | 6 EACH | $5,500 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN A18BB40 | 17 EACH | $7,200 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN A8B40 | 2 EACH | $5,400 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN AT15B20 | 3 EACH | $4,000 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN ST15B40 | 2 EACH | $6,000 |
| 625E10494 LIGHT POLE, LOW MAST, DESIGN ALM50 | 2 EACH | $6,800 |
| 625E10494 LIGHT POLE, LOW MAST, DESIGN ATLM50 | 10 EACH | $7,400 |
| 625E10494 LIGHT POLE, LOW MAST, DESIGN STLM50 | 5 EACH | $7,400 |
| 625E10503 LIGHT POLE (INSTALLATION ONLY), AS PER PLAN | 3 EACH | $2,300 |
| 625E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE | 80 EACH | $500 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 4 EACH | $4,800 |
| 625E14200 LIGHT POLE FOUNDATION, 24" X 10' DEEP | 11 EACH | $4,000 |
| 625E14300 MEDIAN LIGHT POLE FOUNDATION, 8' DEEP | 14 EACH | $15,000 |
| 625E14306 MEDIAN LIGHT POLE FOUNDATION, 10' DEEP | 1 EACH | $8,000 |
| 625E14501 LIGHT POLE FOUNDATION, AS PER PLAN, TYPE B BARRIER | 3 EACH | $14,000 |
| 625E22990 NO. 6 AWG 600 VOLT DISTRIBUTION CABLE | 408 FT | $6.00 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 26,813 FT | $6.00 |
| 625E23306 NO. 10 AWG 600 VOLT DISTRIBUTION CABLE | 834 FT | $6.00 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 9,855 FT | $5.00 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 4,482 FT | $18.00 |
| 625E25100 CONDUIT, 1", 725.04 | 447 FT | $29.00 |
| 625E25300 CONDUIT, 1-1/2", 725.04 | 304 FT | $37.00 |
| 625E25400 CONDUIT, 2", 725.04 | 3,813 FT | $38.00 |
| 625E25500 CONDUIT, 3", 725.04 | 895 FT | $73.00 |
| 625E25910 CONDUIT CLEANED AND CABLES REMOVED | 382 FT | $7.00 |
| 625E25920 CONDUIT, MISC.: CONDUIT REMOVED | 47 FT | $120 |
| 625E26252 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), IES-II | 36 EACH | $1,000 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 8 EACH | $1,000 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 6 EACH | $1,000 |
| 625E26273 LUMINAIRE, LOW MAST, SOLID STATE (LED), AS PER PLA | 8 EACH | $1,700 |
| 625E26273 LUMINAIRE, LOW MAST, SOLID STATE (LED), AS PER PLA | 9 EACH | $1,700 |
| 625E27503 LUMINAIRE, UNDERPASS, SOLID STATE (LED), AS PER PL | 4 EACH | $1,700 |
| 625E27503 LUMINAIRE, UNDERPASS, SOLID STATE (LED), AS PER PL | 3 EACH | $1,700 |
| 625E27503 LUMINAIRE, UNDERPASS, SOLID STATE (LED), AS PER PL | 37 EACH | $970 |
| 625E27561 LUMINAIRE, INSTALLATION ONLY, AS PER PLAN | 3 EACH | $590 |
| 625E29000 TRENCH | 2,632 FT | $15.00 |
| 625E29002 TRENCH, 24" DEEP | 2,110 FT | $14.00 |
| 625E29900 JUNCTION BOX | 13 EACH | $3,200 |
| 625E29920 STRUCTURE JUNCTION BOX | 12 EACH | $3,200 |
| 625E29930 MEDIAN JUNCTION BOX | 4 EACH | $4,000 |
| 625E29940 BARRIER JUNCTION BOX | 6 EACH | $3,500 |
| 625E30700 PULL BOX, 725.08, 18" | 12 EACH | $1,900 |
| 625E30706 PULL BOX, 725.08, 24" | 5 EACH | $2,000 |
| 625E31510 PULL BOX REMOVED | 9 EACH | $280 |
| 625E31600 PULL BOX, MISC.: 17"x30", 725.06 | 2 EACH | $2,000 |
| 625E31600 PULL BOX, MISC.: 725.06 11"x18" | 4 EACH | $1,500 |
| 625E31600 PULL BOX, MISC.: 725.06 13"x24" | 8 EACH | $1,800 |
| 625E32000 GROUND ROD | 35 EACH | $415 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 9 EACH | $15,000 |
| 625E34001 POWER SERVICE, AS PER PLAN "4B" | 1 EACH | $25,000 |
| 625E34001 POWER SERVICE, AS PER PLAN "6A" | 1 EACH | $20,000 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 3,070 FT | $3.00 |
| 625E36011 UNDERGROUND WARNING/MARKING TAPE, AS PER PLAN | 2,110 FT | $2.30 |
| 625E37100 SERVICE TO UNDERPASS LIGHTING | 4 EACH | $50,000 |
| 625E37101 SERVICE TO UNDERPASS LIGHTING, AS PER PLAN "4A" | 2 EACH | $23,000 |
| 625E37101 SERVICE TO UNDERPASS LIGHTING, AS PER PLAN "6A" | 2 EACH | $22,000 |
| 625E39520 PULL BOX CLEANED | 2 EACH | $120 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $690,000 |
| 625E40010 SPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT | 5 EACH | $2,700 |
| 625E75400 LIGHT POLE REMOVED | 40 EACH | $750 |
| 625E75410 LIGHT POLE REMOVED FOR REUSE | 3 EACH | $760 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED | 15 EACH | $925 |
| 625E75506 LUMINAIRE REMOVED | 58 EACH | $135 |
| 625E75508 LUMINAIRE REMOVED FOR REUSE | 3 EACH | $145 |
| 625E75510 POWER SERVICE REMOVED | 1 EACH | $1,700 |
| 625E75521 LUMINAIRE SUPPORT REMOVED, AS PER PLAN | 3 EACH | $3,000 |
| 625E75522 LUMINAIRE SUPPORT FOUNDATION REMOVED | 12 EACH | $725 |
| 625E75550 DISTRIBUTION CABLE REMOVED | 2,286 FT | $1.90 |
| 625E75800 DISCONNECT CIRCUIT | 12 EACH | $430 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (CC-'1') | 1 EACH | $2,300 |
| 625E98000 LIGHTING, MISC.: 4' STREET LIGHT FOUNDATION, MIS-2 | 6 EACH | $2,000 |
| 625E98000 LIGHTING, MISC.: ACORN LED LUMINAIRE, MIS-802 | 16 EACH | $2,000 |
| 625E98000 LIGHTING, MISC.: DECORATIVE FIBERGLASS POLE, MIS-3 | 16 EACH | $3,700 |
| 625E98000 LIGHTING, MISC.: DECORATIVE LIGHTING CONTROL CABIN | 1 EACH | $35,000 |
| 625E98000 LIGHTING, MISC.: DECORATIVE LIGHTING POWER SERVICE | 1 EACH | $15,000 |
| 625E98000 LIGHTING, MISC.: FOUNDATION REMOVAL (MIS-900) | 12 EACH | $1,000 |
| 625E98000 LIGHTING, MISC.: LUMINAIRE, LED, TEARDROP (480V) ( | 14 EACH | $4,000 |
| 625E98000 LIGHTING, MISC.: POLE TO BE WIRED, 3 WIRE (MIS-501 | 30 EACH | $1,000 |
| 625E98000 LIGHTING, MISC.: POLE, DOWNTOWN (MIS-308) | 14 EACH | $15,000 |
| 625E98000 LIGHTING, MISC.: PULL BOX, 13"x24", MIS-54 | 8 EACH | $1,800 |
| 625E98000 LIGHTING, MISC.: PULL BOX, 17"x30", MIS-54, AS PER | 7 EACH | $1,900 |
| 625E98000 LIGHTING, MISC.: RGBW AESTHETIC SCREEN WALL LIGHTI | 2 EACH | $60,000 |
| 625E98000 LIGHTING, MISC.: RISER, STREET LIGHT CIRCUIT, AS P | 1 EACH | $3,000 |
| 625E98000 LIGHTING, MISC.: SERVICE TO DECORATIVE LIGHTING | 6 EACH | $45,000 |
| 625E98000 LIGHTING, MISC.: SERVICE TO FRONT STREET BRIDGE TR | 3 EACH | $7,000 |
| 625E98000 LIGHTING, MISC.: STREET LIGHT FOUNDATION, 6', DOWN | 11 EACH | $4,000 |
| 625E98000 LIGHTING, MISC.: STRUCTURE JUNCTION BOX | 6 EACH | $4,000 |
| 625E98100 LIGHTING, MISC.: 2-INCH CONDUIT, CONCRETE ENCASED | 3,116 FT | $55.00 |
| 625E98100 LIGHTING, MISC.: 3-INCH RIGID STEEL WITH 2-INCH CO | 142 FT | $110 |
| 625E98100 LIGHTING, MISC.: CAT6 CABLE, OUTDOOR RATED | 1,430 FT | $4.00 |
| 625E98100 LIGHTING, MISC.: UNDERGROUND CIRCUIT, 2 WIRE (MIS- | 199 FT | $11.00 |
| 625E98100 LIGHTING, MISC.: UNDERGROUND CIRCUIT, 3 WIRE (MIS- | 3,516 FT | $12.00 |
| 625E98200 LIGHTING, MISC.: EXISTING OVERHEAD SYSTEM REMOVAL | 1 LS | $6,000 |
| 625E98200 LIGHTING, MISC.: EXISTING UNDERGROUND SYSTEM REMOV | 1 LS | $20,000 |
| 625E25600 CONDUIT, 4", 725.04 | 449 FT | $120 |
| 625E30630 PULL BOX, 725.07, SIZE 18 | 4 EACH | $2,500 |
| 690E98000 SPECIAL - MANHOLE ADJUSTED TO GRADE | 1 EACH | $2,100 |
| 625E30630 PULL BOX, 725.07, SIZE 18 | 4 EACH | $2,600 |
| 690E98000 SPECIAL - MANHOLE ADJUSTED TO GRADE | 1 EACH | $2,100 |
| 621E00100 RPM | 957 EACH | $41.00 |
| 621E00100 RPM (TWO-WAY, WHITE/RED) | 679 EACH | $41.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 932 EACH | $41.00 |
| 625E32000 GROUND ROD | 19 EACH | $500 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 186 EACH | $13.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 212 EACH | $5.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 64 EACH | $15.40 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 72 EACH | $16.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 814.3 FT | $15.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 920.5 FT | $17.50 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 31 FT | $25.00 |
| 630E04101 GROUND MOUNTED SUPPORT, NO. 4 POST, AS PER PLAN | 62 FT | $25.00 |
| 630E06500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 38.8 FT | $25.00 |
| 630E07000 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 | 101.4 FT | $70.00 |
| 630E07500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 | 150.8 FT | $50.00 |
| 630E07600 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 39.5 FT | $30.00 |
| 630E08000 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W12X30 | 197.6 FT | $68.00 |
| 630E08004 ONE WAY SUPPORT, NO. 3 POST | 57.9 FT | $20.00 |
| 630E08600 SIGN POST REFLECTOR | 27 EACH | $48.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 20 EACH | $920 |
| 630E72330 OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 10 | 1 EACH | $38,000 |
| 630E72410 OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 1 | 3 EACH | $70,000 |
| 630E72420 OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 2 | 6 EACH | $104,000 |
| 630E75000 SIGN ATTACHMENT ASSEMBLY | 25 EACH | $825 |
| 630E79101 SIGN HANGER ASSEMBLY, MAST ARM, AS PER PLAN | 11 EACH | $600 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 3 EACH | $150 |
| 630E79501 SIGN SUPPORT ASSEMBLY, POLE MOUNTED, AS PER PLAN | 17 EACH | $175 |
| 630E79604 SIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 2 | 1 EACH | $2,150 |
| 630E80100 SIGN, FLAT SHEET | 985.8 SF | $22.00 |
| 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET | 1,335 SF | $24.50 |
| 630E80224 SIGN, OVERHEAD EXTRUSHEET | 1,902.5 SF | $24.50 |
| 630E80300 SIGN, TEMPORARY OVERLAY | 1,587 SF | $23.30 |
| 630E80400 SIGN, PERMANENT OVERLAY | 107.3 SF | $20.00 |
| 630E80500 SIGN, DOUBLE FACED, STREET NAME | 11 EACH | $750 |
| 630E81020 CONCRETE MEDIAN BARRIER SIGN BRACKET | 4 EACH | $600 |
| 630E82000 SIGN BACKING ASSEMBLY | 21 EACH | $150 |
| 630E84000 CONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUN | 1 EACH | $17,000 |
| 630E84010 CONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUN | 5 EACH | $20,000 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 20 EACH | $1,500 |
| 630E84510 RIGID OVERHEAD SIGN SUPPORT FOUNDATION | 13 EACH | $8,950 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 113 EACH | $25.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $200 |
| 630E85400 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL | 7 EACH | $200 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 101 EACH | $25.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 9 EACH | $450 |
| 630E86320 REMOVAL OF STRUCTURE MOUNTED SIGN AND REERECTION | 4 EACH | $1,500 |
| 630E87100 REMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION | 31 EACH | $1,500 |
| 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | 32 EACH | $300 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 17 EACH | $25.00 |
| 630E89706 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYP | 4 EACH | $2,750 |
| 630E89802 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYP | 8 EACH | $3,500 |
| 630E89804 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYP | 3 EACH | $4,500 |
| 630E89894 REMOVAL OF TEMPORARY OVERLAY SIGN AND DISPOSAL | 35 EACH | $380 |
| 630E95000 SIGNING, MISC.: TRAFFIC SIGNAL SIGNS | 1 LS | $17,250 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 639 FT | $12.50 |
| 644E00720 CHEVRON MARKING | 737 FT | $12.50 |
| 644E01200 PARKING LOT STALL MARKING | 128 FT | $6.30 |
| 644E01300 LANE ARROW | 32 EACH | $145 |
| 644E01350 LANE REDUCTION ARROW | 4 EACH | $350 |
| 644E01630 BIKE LANE SYMBOL MARKING | 15 EACH | $435 |
| 644E19000 SHARED LANE MARKING | 7 EACH | $435 |
| 644E30000 REMOVAL OF PAVEMENT MARKING | 14 FT | $45.00 |
| 644E50100 PAVEMENT MARKING, MISC.: BIKE DETECTOR MARKING | 3 EACH | $250 |
| 644E50300 PAVEMENT MARKING, MISC.: BIKE LANE DOTTED LINE, 6" | 804 FT | $3.50 |
| 644E50300 PAVEMENT MARKING, MISC.: CHANNELIZING LINE, 12" | 1,290 FT | $4.00 |
| 644E50300 PAVEMENT MARKING, MISC.: DOTTED LINE, 6" | 123 FT | $5.50 |
| 644E50300 PAVEMENT MARKING, MISC.: STOP LINE, 24" | 331 FT | $12.15 |
| 644E50300 PAVEMENT MARKING, MISC.: TRANSVERSE / DIAGONAL LIN | 819 FT | $12.15 |
| 644E50400 PAVEMENT MARKING, MISC.: CENTER LINE, 4" | 0.23 MILE | $19,500 |
| 644E50400 PAVEMENT MARKING, MISC.: CENTER LINE, DOUBLE SOLID | 0.05 MILE | $19,500 |
| 644E50400 PAVEMENT MARKING, MISC.: EDGE LINE, 6" | 1.6 MILE | $8,365 |
| 644E50400 PAVEMENT MARKING, MISC.: LANE LINE, 6" | 1.49 MILE | $4,520 |
| 645E90000 PAVEMENT MARKING, MISC. CENTER LINE, 4", TYPE A1, | 0.05 MILE | $125,350 |
| 645E90000 PAVEMENT MARKING, MISC. EDGE LINE, 6", TYPE A1, GR | 0.31 MILE | $89,214 |
| 645E90000 PAVEMENT MARKING, MISC. LANE LINE, 6", TYPE A1, GR | 0.18 MILE | $46,900 |
| 645E98000 PAVEMENT MARKING, MISC. CHANNELIZING LINE, 12", TY | 519 FT | $29.00 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 520 FT | $15.00 |
| 646E10620 CHEVRON MARKING | 185 FT | $15.00 |
| 646E20300 LANE ARROW | 21 EACH | $190 |
| 647E50100 PAVEMENT MARKING, MISC.: LANE REDUCTION ARROW WITH | 2 EACH | $1,600 |
| 647E20610 LANE ARROW, TYPE B90 | 14 EACH | $655 |
| 647E20910 BIKE LANE SYMBOL MARKING, TYPE B90 | 8 EACH | $850 |
| 647E20940 SHARED LANE MARKING, TYPE B90 | 2 EACH | $850 |
| 647E50100 PAVEMENT MARKING, MISC.: TURN QUEUE BOX, TYPE B90 | 4 EACH | $6,290 |
| 647E50120 PAVEMENT MARKING, MISC.: BIKE LANE DOTTED LINE, 6" | 16 FT | $15.00 |
| 647E50120 PAVEMENT MARKING, MISC.: CROSSWALK LINE, 12", TYPE | 451 FT | $18.50 |
| 647E50120 PAVEMENT MARKING, MISC.: DOTTED LINE, 6", TYPE B90 | 634 FT | $8.50 |
| 647E50120 PAVEMENT MARKING, MISC.: STOP LINE, 24", TYPE B90 | 102 FT | $29.00 |
| 647E60020 GREEN COLORED PAVEMENT FOR BIKE LANES,TYPE B90 | 618 SF | $15.00 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 4.27 MILE | $9,650 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 2.25 MILE | $5,500 |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 9,323 FT | $5.80 |
| 807E12410 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 2,000 FT | $2.80 |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 15.24 MILE | $7,965 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 12.85 MILE | $3,790 |
| 807E14200 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CEN | 0.22 MILE | $28,750 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 28,206 FT | $3.55 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 14,591 FT | $1.85 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $3,290 |
| 850E10110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.90 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $2.35 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $6,950 |
| 850E20110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2.00 |
| 850E20130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $2.70 |
| 625E22900 NO. 1/0 AWG 2400 VOLT DISTRIBUTION CABLE | 3,008 FT | $14.00 |
| 625E25402 CONDUIT, 2", 725.05 | 616 FT | $17.00 |
| 625E25502 CONDUIT, 3", 725.05 | 378 FT | $25.00 |
| 625E25802 CONDUIT, CONCRETE ENCASED, 3" | 285 FT | $70.00 |
| 625E25920 CONDUIT, MISC.: ENCASED INTERCONNECT CONDUIT BANK, | 135 FT | $95.00 |
| 625E25920 CONDUIT, MISC.: ENCASED INTERCONNECT CONDUIT BANK, | 19 FT | $95.00 |
| 625E25920 CONDUIT, MISC.: ENCASED INTERCONNECT CONDUIT BANK, | 210 FT | $125 |
| 625E29100 TRENCH, 36" DEEP | 796 FT | $25.00 |
| 625E29931 MEDIAN JUNCTION BOX, AS PER PLAN | 5 EACH | $4,500 |
| 625E30700 PULL BOX, 725.08, 18" | 10 EACH | $2,000 |
| 625E30710 PULL BOX, 725.08, 32" | 3 EACH | $2,900 |
| 625E31600 PULL BOX, MISC.: 32" ROUND CONCRETE (725.08) | 3 EACH | $4,500 |
| 625E32000 GROUND ROD | 14 EACH | $380 |
| 625E34000 POWER SERVICE | 3 EACH | $12,500 |
| 625E98000 LIGHTING, MISC.: STEP-DOWN TRANSFORMER AND SUPPORT | 1 EACH | $25,000 |
| 630E97700 SIGNING, MISC.: RAMP METER STOP HERE/ONE CAR SIGNS | 2 EACH | $2,200 |
| 632E04905 VEHICULAR SIGNAL HEAD, (LED), 2-SECTION, 12" LENS, | 3 EACH | $1,700 |
| 632E26500 DETECTOR LOOP | 5 EACH | $4,380 |
| 632E29901 MESSENGER WIRE, 7 STRAND, 1/4" DIAMETER WITH ACCES | 175 FT | $25.00 |
| 632E40500 SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG | 1,448 FT | $3.00 |
| 632E62810 INTERCONNECT CABLE, MISC.: SFRD CABLE | 361 FT | $7.50 |
| 632E62820 INTERCONNECT, MISC.: FIBER OPTIC SPLICE ENCLOSURE, | 1 EACH | $7,000 |
| 632E62820 INTERCONNECT, MISC.: FIBER OPTIC SPLICE ENCLOSURE, | 5 EACH | $5,000 |
| 632E62820 INTERCONNECT, MISC.: MODIFIED CONDUIT RISER | 3 EACH | $2,500 |
| 632E62820 INTERCONNECT, MISC.: RELOCATE EXISTING AERIAL SPLI | 1 EACH | $4,500 |
| 632E64000 STRAIN POLE FOUNDATION | 1 EACH | $12,000 |
| 632E64010 SIGNAL SUPPORT FOUNDATION | 1 EACH | $7,300 |
| 632E65300 LOOP DETECTOR LEAD-IN CABLE, 2 CONDUCTOR, NO. 14 A | 2,637 FT | $2.00 |
| 632E68300 POWER CABLE, 3 CONDUCTOR, NO. 6 AWG | 328 FT | $11.00 |
| 632E69300 POWER CABLE, 3 CONDUCTOR, NO. 4 AWG | 288 FT | $15.00 |
| 632E72100 SIGNAL SUPPORT, TYPE TC-81.22, DESIGN 2 | 1 EACH | $19,000 |
| 632E86120 STRAIN POLE, TYPE TC-81.11, DESIGN 8 | 1 EACH | $13,000 |
| 632E90400 SIGNALIZATION, MISC.: RAMP METER SIGN | 1 EACH | $13,000 |
| 633E67100 CABINET FOUNDATION | 1 EACH | $7,000 |
| 633E67200 CONTROLLER WORK PAD | 2 EACH | $2,000 |
| 633E67201 CONTROLLER WORK PAD, AS PER PLAN SLOPED AREA | 1 EACH | $16,000 |
| 804E15020 FIBER OPTIC CABLE, 48 FIBER | 332 FT | $7.00 |
| 804E15050 FIBER OPTIC CABLE, 288 FIBER | 8,321 FT | $13.00 |
| 804E32060 DROP CABLE, 24 FIBER | 2,804 FT | $12.00 |
| 804E98000 FIBER OPTIC CABLE, MISC.: FIBER OPTIC CABLE, 144 F | 2,173 FT | $12.00 |
| 804E98100 FIBER OPTIC CABLE, MISC.: RELOCATE EXISTING FIBER | 4 EACH | $40,000 |
| 804E98100 FIBER OPTIC CABLE, MISC.: RELOCATE EXISTING FIBER | 2 EACH | $17,000 |
| 809E24500 CONDUIT, 4", MULTICELL, HDPE WITH 4 ? 1? INNERDUCT | 5,172 FT | $16.00 |
| 809E25000 CONDUIT, MULTICELL, MISC.: 4" | 696 FT | $62.00 |
| 809E60000 CCTV IP-CAMERA SYSTEM, DOME-TYPE | 1 EACH | $11,000 |
| 809E60040 CCTV IP-CAMERA SYSTEM, QUAD MULTI-VIEW FIXED WITH | 2 EACH | $10,000 |
| 809E61002 CCTV CONCRETE POLE, 70 FEET | 1 EACH | $50,000 |
| 809E64550 ETHERNET CABLE, OUTDOOR-RATED | 235 FT | $5.00 |
| 809E65000 ITS CABINET - GROUND MOUNTED | 2 EACH | $20,000 |
| 809E65020 ITS CABINET - POWER DISTRIBUTION CABINET (PDC) | 1 EACH | $14,000 |
| 809E65030 ITS CABINET - RAMP METER | 1 EACH | $25,000 |
| 809E68900 SIDE-FIRED RADAR DETECTOR | 2 EACH | $15,000 |
| 809E99000 SPECIAL - ITS CCTV CONCRETE POLE WITH LOWERING UNI | 1 LS | $120,000 |
| 625E29010 TRENCH, 30" DEEP | 609 FT | $21.00 |
| 625E29400 TRENCH IN PAVED AREA | 16 FT | $35.00 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $5,700 |
| 804E34022 FIBER TERMINATION PANEL, 24 FIBER | 3 EACH | $9,600 |
| 809E69123 ATC V6.24 CONTROLLER, AS PER PLAN | 1 EACH | $9,900 |
| 625E17961 BRACKET ARM, 8', AS PER PLAN | 7 EACH | $3,000 |
| 625E18511 BRACKET ARM, 30', AS PER PLAN | 1 EACH | $6,000 |
| 625E23001 NO. 4 AWG 600 VOLT DISTRIBUTION CABLE, AS PER PLAN | 3,502 FT | $6.50 |
| 625E23304 NO. 8 AWG 600 VOLT DISTRIBUTION CABLE | 2,802 FT | $4.50 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 777 FT | $4.80 |
| 625E25408 CONDUIT, 2", 725.051 | 1,456 FT | $20.00 |
| 625E25504 CONDUIT, 3", 725.051 | 113 FT | $30.00 |
| 625E25802 CONDUIT, CONCRETE ENCASED, 2", 725.051 | 1,019 FT | $55.00 |
| 625E25910 CONDUIT CLEANED AND CABLES REMOVED | 395 FT | $2.00 |
| 625E25920 CONDUIT, MISC.: 1.5", FIBERGLASS REINFORCED, ATTAC | 382 FT | $40.00 |
| 625E25920 CONDUIT, MISC.: 2", FIBERGLASS REINFORCED, ATTACHE | 68 FT | $50.00 |
| 625E25920 CONDUIT, MISC.: 3", FIBERGLASS REINFORCED, ATTACHE | 4,688 FT | $55.00 |
| 625E25920 CONDUIT, MISC.: ENCASED INTERCONNECT CONDUIT BANK, | 222 FT | $300 |
| 625E25920 CONDUIT, MISC.: ENCASED INTERCONNECT CONDUIT BANK, | 235 FT | $300 |
| 625E25920 CONDUIT, MISC.: ENCASED INTERCONNECT CONDUIT BANK, | 367 FT | $315 |
| 625E25920 CONDUIT, MISC.: ENCASED INTERCONNECT CONDUIT BANK, | 31 FT | $340 |
| 625E29001 TRENCH, AS PER PLAN | 1,430 FT | $30.00 |
| 625E31600 PULL BOX, MISC.: 12"X18" (TRAFFIC) | 3 EACH | $1,500 |
| 625E31600 PULL BOX, MISC.: PULL BOX, 27" | 6 EACH | $4,000 |
| 625E31600 PULL BOX, MISC.: PULL BOX, 32" | 2 EACH | $4,500 |
| 625E31600 PULL BOX, MISC.: PULL BOX, 48", TYPE 1 | 7 EACH | $5,500 |
| 625E32000 GROUND ROD | 35 EACH | $450 |
| 625E98000 LIGHTING, MISC.: LUMINAIRE, LED, 83 W, TEARDROP, B | 7 EACH | $4,000 |
| 625E98000 LIGHTING, MISC.: PHOTO CELL | 2 EACH | $600 |
| 632E05007 VEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, | 17 EACH | $1,600 |
| 632E05087 VEHICULAR SIGNAL HEAD, (LED), 5-SECTION, 12" LENS, | 3 EACH | $2,800 |
| 632E20730 PEDESTRIAN SIGNAL HEAD (LED), TYPE D2, COUNTDOWN | 27 EACH | $1,300 |
| 632E25001 COVERING OF VEHICULAR SIGNAL HEAD, AS PER PLAN | 20 EACH | $60.00 |
| 632E25011 COVERING OF PEDESTRIAN SIGNAL HEAD, AS PER PLAN | 28 EACH | $50.00 |
| 632E26000 PEDESTRIAN PUSHBUTTON | 12 EACH | $800 |
| 632E40700 SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG | 3,456 FT | $6.00 |
| 632E40900 SIGNAL CABLE, 9 CONDUCTOR, NO. 14 AWG | 2,227 FT | $7.00 |
| 632E64011 SIGNAL SUPPORT FOUNDATION, AS PER PLAN (22') | 8 EACH | $21,000 |
| 632E64020 PEDESTAL FOUNDATION | 18 EACH | $3,000 |
| 632E65200 LOOP DETECTOR LEAD-IN CABLE | 2,006 FT | $4.00 |
| 632E68200 POWER CABLE, 2 CONDUCTOR, NO. 6 AWG | 51 FT | $6.50 |
| 632E68300 POWER CABLE, 3 CONDUCTOR, NO. 6 AWG | 249 FT | $8.00 |
| 632E70001 POWER SERVICE, AS PER PLAN | 2 EACH | $2,000 |
| 632E81700 COMBINATION SIGNAL SUPPORT, MISC.: CITY OF COLUMBU | 2 EACH | $32,000 |
| 632E81700 COMBINATION SIGNAL SUPPORT, MISC.: CITY OF COLUMBU | 1 EACH | $34,000 |
| 632E81700 COMBINATION SIGNAL SUPPORT, MISC.: CITY OF COLUMBU | 2 EACH | $38,000 |
| 632E81700 COMBINATION SIGNAL SUPPORT, MISC.: CITY OF COLUMBU | 3 EACH | $28,000 |
| 632E90010 PEDESTAL, MISC.: PEDESTAL, 10.7' | 20 EACH | $4,000 |
| 632E90101 REMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLA | 4 EACH | $6,000 |
| 632E90201 REUSE OF VEHICULAR SIGNAL HEAD, AS PER PLAN | 6 EACH | $800 |
| 632E90207 REUSE OF SIGNAL SUPPORT, AS PER PLAN | 1 EACH | $3,500 |
| 632E90400 SIGNALIZATION, MISC.: CCTV IP-CAMERA SYSTEM | 1 EACH | $10,000 |
| 632E90400 SIGNALIZATION, MISC.: COVERING OF PEDESTRIAN PUSHB | 12 EACH | $45.00 |
| 632E90400 SIGNALIZATION, MISC.: FOUNDATION PRE-EXCAVATION | 24 EACH | $4,000 |
| 632E90400 SIGNALIZATION, MISC.: MAST ARM, TYPE 4121 (ARM ONL | 2 EACH | $13,000 |
| 632E90400 SIGNALIZATION, MISC.: PEDESTAL ATTACHED TO BRIDGE | 2 EACH | $4,500 |
| 632E90400 SIGNALIZATION, MISC.: POWER METER CABINET (TYPE 1 | 2 EACH | $9,000 |
| 632E90400 SIGNALIZATION, MISC.: REUSE OF PREEMPT RECEIVING U | 2 EACH | $700 |
| 632E90400 SIGNALIZATION, MISC.: STOP LINE RADAR DETECTION SY | 4 EACH | $25,000 |
| 633E67101 CABINET FOUNDATION, AS PER PLAN | 2 EACH | $6,000 |
| 633E99000 CONTROLLER ITEM, MISC.: CONTROLLER UNIT TS2/A2, W/ | 2 EACH | $40,000 |
| 633E99000 CONTROLLER ITEM, MISC.: FIBER OPTIC ETHERNET TRANS | 5 EACH | $2,750 |
| 633E99000 CONTROLLER ITEM, MISC.: LAYER 2 ETHERNET SWITCH | 2 EACH | $4,250 |
| 804E15040 FIBER OPTIC CABLE, 144 FIBER | 610 FT | $12.00 |
| 804E34022 FIBER TERMINATION PANEL, 24 FIBER | 3 EACH | $2,650 |
| 809E69220 PREEMPT DETECTOR CABLE | 379 FT | $6.00 |
| 661E11001 GROUNDCOVER AND VINES, 1 YEAR, CLUMP, AS PER PLAN, | 2,848 EACH | $2.00 |
| 661E14001 PERENNIALS, AS PER PLAN CAREX PENSYLANICA- OAK SED | 824 EACH | $37.56 |
| 661E14001 PERENNIALS, AS PER PLAN, LIRIOPE MUSCARI - BIG BLU | 740 EACH | $16.03 |
| 661E20021 DECIDUOUS SHRUB, 18" HEIGHT, AS PER PLAN, RHUS ARO | 180 EACH | $125 |
| 661E20041 DECIDUOUS SHRUB, 2' HEIGHT, AS PER PLAN, RIBES ALP | 74 EACH | $160 |
| 661E20041 DECIDUOUS SHRUB, 2' HEIGHT, AS PER PLAN, ROSA 'RAD | 252 EACH | $135 |
| 661E30020 EVERGREEN SHRUB, 15" HEIGHT TAXUS X MEDIA 'EVERLOW | 30 EACH | $110 |
| 661E30020 EVERGREEN SHRUB, 15" HEIGHT, JUNIPERUS SABINA 'BUF | 225 EACH | $135 |
| 661E30061 EVERGREEN SHRUB, 2' HEIGHT, AS PER PLAN, BUXUS X ' | 209 EACH | $260 |
| 661E40081 DECIDUOUS TREE, 2" CALIPER, AS PER PLAN, CERCIS CA | 5 EACH | $753 |
| 661E40101 DECIDUOUS TREE, 2-1/2" CALIPER, AS PER PLAN, CELTI | 8 EACH | $728 |
| 661E40101 DECIDUOUS TREE, 2-1/2" CALIPER, AS PER PLAN, PLATA | 12 EACH | $736 |
| 661E40101 DECIDUOUS TREE, 2-1/2" CALIPER, AS PER PLAN, QUERC | 5 EACH | $759 |
| 661E40121 DECIDUOUS TREE, 3" CALIPER, AS PER PLAN, ACER TRUN | 3 EACH | $890 |
| 661E40121 DECIDUOUS TREE, 3" CALIPER, AS PER PLAN, MAACKIA A | 21 EACH | $1,225 |
| 661E40141 DECIDUOUS TREE, 4" CALIPER, AS PER PLAN GINKGO BIL | 7 EACH | $1,675 |
| 661E40141 DECIDUOUS TREE, 4" CALIPER, AS PER PLAN, GINKGO BI | 8 EACH | $1,398 |
| 661E40141 DECIDUOUS TREE, 4" CALIPER, AS PER PLAN, PLATANUS | 20 EACH | $1,215 |
| 661E40141 DECIDUOUS TREE, 4" CALIPER, AS PER PLAN, QUERCUS B | 2 EACH | $1,235 |
| 661E40141 DECIDUOUS TREE, 4" CALIPER, AS PER PLAN, ULMUS PAR | 29 EACH | $1,355 |
| 661E99900 PLANTING, MISC.: DECIDUOUS SHRUB, 24" - 36" HEIGHT | 20 EACH | $135 |
| 661E99900 PLANTING, MISC.: DECIDUOUS SHRUB, 24" - 36" HEIGHT | 20 EACH | $138 |
| 661E99900 PLANTING, MISC.: DECIDUOUS TREE, 8-10' HT., SYRING | 20 EACH | $909 |
| 680E14550 SPECIAL - TRASH RECEPTACLE | 6 EACH | $3,300 |
| 690E98000 SPECIAL - BIKE RACK | 18 EACH | $1,500 |
| 690E98000 SPECIAL - TREE GRATE, 4' X 8' | 15 EACH | $6,000 |
| 690E98100 SPECIAL - PLANTER CURB, GRANITE | 2,034 FT | $280 |
| 690E98700 SPECIAL - SAND-BASED STRUCTURAL SOIL BASE MIX FURN | 567 CY | $320 |
| 690E98700 SPECIAL - SAND-BASED STRUCTURAL SOIL MIX FURNISHED | 1,510 CY | $320 |
| 690E98700 SPECIAL - TREE AND PLANTS BASE MIX FURNISHED & PLA | 411 CY | $215 |
| 690E98700 SPECIAL - TREE AND PLANTS SOIL MIX FURNISHED & PLA | 1,095 CY | $215 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 6,000 SY | $18.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 200 CY | $175 |
| 607E30001 FENCE, SNOW, AS PER PLAN | 2,000 FT | $15.00 |
| 611E05900 15" CONDUIT, TYPE B | 174 FT | $212 |
| 611E97010 SLOTTED DRAIN, TYPE 2, 12" | 1,405 FT | $190 |
| 611E98150 CATCH BASIN, NO. 3 | 1 EACH | $7,500 |
| 611E98370 CATCH BASIN, NO. 6 | 3 EACH | $5,500 |
| 611E99500 INLET, MISC.: INLET, CAPPED BELOW GRADE | 5 EACH | $6,600 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 5,344 HOUR | $180 |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 3 EACH | $118,500 |
| 614E11630 INCREASED BARRIER DELINEATION | 45,096 FT | $0.35 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $15,000 |
| 614E12420 DETOUR SIGNING | 1 LS | $810,000 |
| 614E12470 WORK ZONE SPEED LIMIT SIGN | 11 EACH | $565 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 25 EACH | $720 |
| 614E12500 REPLACEMENT SIGN | 120 EACH | $400 |
| 614E12600 REPLACEMENT DRUM | 650 EACH | $63.00 |
| 614E12756 WORK ZONE CROSSOVER LIGHTING SYSTEM | 2 EACH | $100,000 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 3,645 EACH | $50.00 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 3,697 EACH | $53.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 1,471 EACH | $6.50 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 2,038 EACH | $5.50 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 29 EACH | $39.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 940 EACH | $21.00 |
| 614E13600 MAINTENANCE OF TRAFFIC, ONE LANE CLOSURE ON A TWO | 4 EACH | $1,200 |
| 614E18000 MAINTAINING TRAFFIC, MISC.: BRIDGE DECK AND PAVEME | 50,000 EACH | $1.00 |
| 614E18030 MAINTAINING TRAFFIC, MISC.: CONSTRUCTION FENCE | 1,000 FT | $16.00 |
| 614E18030 MAINTAINING TRAFFIC, MISC.: PORTABLE WATER FILLED | 1,000 FT | $75.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 281 SNMT | $1,000 |
| 614E20011 WORK ZONE LANE LINE, CLASS I, 6", AS PER PLAN, SPR | 2.21 MILE | $2,310 |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 20.58 MILE | $1,200 |
| 614E20200 WORK ZONE LANE LINE, CLASS I, 4", 740.06, TYPE I | 0.62 MILE | $6,800 |
| 614E21050 WORK ZONE CENTER LINE, CLASS I, 807 PAINT, DOUBLE | 0.11 MILE | $5,645 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.51 MILE | $2,480 |
| 614E22011 WORK ZONE EDGE LINE, CLASS I, 6", AS PER PLAN, SPR | 5.98 MILE | $5,952 |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 47.4 MILE | $2,970 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 1.42 MILE | $11,000 |
| 614E23011 WORK ZONE CHANNELIZING LINE, CLASS I, 12", AS PER | 11,491 FT | $4.00 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI | 108,025 FT | $1.60 |
| 614E23400 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 740.06, | 275 FT | $4.40 |
| 614E24001 WORK ZONE DOTTED LINE, CLASS I, AS PER PLAN, SPRAY | 3,302 FT | $2.80 |
| 614E24100 WORK ZONE DOTTED LINE, CLASS I, 4", 807 PAINT | 9,499 FT | $0.55 |
| 614E24102 WORK ZONE DOTTED LINE, CLASS I, 6", 807 PAINT | 11,051 FT | $0.65 |
| 614E24400 WORK ZONE DOTTED LINE, CLASS I, 4", 740.06, TYPE I | 857 FT | $1.75 |
| 614E25000 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I | 1,159 FT | $3.40 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 95 FT | $2.15 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 53 FT | $19.00 |
| 614E28400 WORK ZONE GORE MARKING, CLASS II, 740.06, TYPE I | 2,026 FT | $10.00 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 6 EACH | $145 |
| 614E30400 WORK ZONE ARROW, CLASS I, 740.06, TYPE I | 20 EACH | $470 |
| 614E98200 WORK ZONE PAVEMENT MARKING, MISC.: 814 INTERSTATE | 3 EACH | $1,890 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $500,000 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 4,600 SY | $200 |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 4,032 SY | $160 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 2,869 SY | $195 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 400 SY | $300 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 300 SY | $300 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 240 SY | $500 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 220 SY | $500 |
| 616E10000 WATER | 875 MGAL | $75.00 |
| 622E10201 BARRIER TRANSITION, AS PER PLAN | 4 EACH | $7,500 |
| 622E41011 PORTABLE BARRIER, 50", AS PER PLAN | 7,279 FT | $25.00 |
| 622E41050 PORTABLE BARRIER, "Y" CONNECTOR | 3 EACH | $900 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 28,365 FT | $12.00 |
| 622E41101 PORTABLE BARRIER, UNANCHORED, AS PER PLAN | 29,484 FT | $12.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 1,030 FT | $45.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 408 SNMT | $550 |
| 829E00100 WORK ZONE EGRESS WARNING SYSTEM | 32 SNMT | $960 |
| 896E00010 PORTABLE NON-INTRUSIVE TRAFFIC SENSOR, CLASS I | 156 SNMT | $940 |
| 896E00020 PORTABLE CHANGEABLE MESSAGE SIGN | 48 SNMT | $680 |
| 896E00021 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 36 SNMT | $680 |
| 614E27070 WORK ZONE CROSSWALK LINE, CLASS I, 12", 740.06, TY | 1,105 FT | $10.00 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 7.93 MILE | $595 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 5.68 MILE | $1,090 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 8,553 FT | $1.25 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 11,281 FT | $1.15 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 80 FT | $3.10 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 2 EACH | $140 |
| 690E65002 SPECIAL - WORK INVOLVING HAZARDOUS WASTE | 110 TON | $690 |
| 690E65010 SPECIAL - WORK INVOLVING SOLID WASTE | 550 TON | $190 |
| 690E65022 SPECIAL - WORK INVOLVING NON-REGULATED WATER | 12,000 GAL | $3.00 |
| 690E65024 SPECIAL - WORK INVOLVING REGULATED WATER | 12,000 GAL | $3.30 |
| 690E65000 SPECIAL - WORK INVOLVING NON-REGULATED MATERIALS | 1,000 TON | $190 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $60,000 |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $35,000 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $20,000 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN "A" | 1 LS | $32,000 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN "B" | 1 LS | $25,000 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN "C" | 1 LS | $10,000 |
| 202E22900 APPROACH SLAB REMOVED | 218 SY | $36.00 |
| 511E50211 CLASS QC1 CONCRETE, SUBSTRUCTURE, AS PER PLAN | 151 CY | $710 |
| 512E10000 SEALING OF CONCRETE SURFACES | 6,727 SY | $13.00 |
| 690E98100 SPECIAL - COVERED WALKWAY SYSTEM | 443 FT | $100 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 1,317 CY | $80.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 45,233 LB | $2.05 |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 467 CY | $1,050 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 218 CY | $550 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 567 SY | $24.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 227 SF | $8.00 |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 465 CY | $46.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 680 CY | $51.00 |
| 203E65000 SPECIAL - SETTLEMENT PLATFORM | 2 EACH | $540 |
| 203E98100 ROADWAY, MISC.: COLUMN SUPPORTED WALLS | 231 SY | $275 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $150,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 254 SY | $24.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 6 SF | $18.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 91 SF | $10.00 |
| 840E20001 MECHANICALLY STABILIZED EARTH WALL, AS PER PLAN | 2,434 SF | $61.00 |
| 840E21000 WALL EXCAVATION | 451 CY | $165 |
| 840E23000 SELECT GRANULAR BACKFILL | 1,848 CY | $115 |
| 840E25010 6" DRAINAGE PIPE, PERFORATED | 177 FT | $11.00 |
| 840E26000 CONCRETE COPING | 91 FT | $225 |
| 840E26050 AESTHETIC SURFACE TREATMENT | 2,434 SF | $1.34 |
| 840E27000 ON-SITE ASSISTANCE | 1 DAY | $100 |
| 601E21000 CONCRETE SLOPE PROTECTION | 73 SY | $106 |
| 203E07500 SPECIAL - PNEUMATIC PIEZOMETER | 2 EACH | $12,000 |
| 203E20000 EMBANKMENT | 648 CY | $25.00 |
| 203E35000 GRANULAR EMBANKMENT | 501 CY | $46.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 870 CY | $51.00 |
| 203E65000 SPECIAL - SETTLEMENT PLATFORM | 2 EACH | $540 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 234 SY | $24.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 7 SF | $18.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 92 SF | $10.00 |
| 840E20000 MECHANICALLY STABILIZED EARTH WALL | 2,422 SF | $61.00 |
| 840E21000 WALL EXCAVATION | 1,144 CY | $150 |
| 840E22000 FOUNDATION PREPARATION | 351 SY | $32.00 |
| 840E23000 SELECT GRANULAR BACKFILL | 2,695 CY | $115 |
| 840E23050 NATURAL SOIL | 190 CY | $25.00 |
| 840E25010 6" DRAINAGE PIPE, PERFORATED | 184 FT | $11.00 |
| 840E26000 CONCRETE COPING | 92 FT | $225 |
| 840E26050 AESTHETIC SURFACE TREATMENT | 2,422 SF | $1.34 |
| 840E27000 ON-SITE ASSISTANCE | 1 DAY | $100 |
| 601E21000 CONCRETE SLOPE PROTECTION | 36 SY | $106 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $350,000 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $110,000 |
| 867E00100 TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH | 1 LS | $660,000 |
| 867E00100 TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH | 1 LS | $360,000 |
| 203E20000 EMBANKMENT | 261 CY | $25.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 1,112 CY | $51.00 |
| 203E65000 SPECIAL - SETTLEMENT PLATFORM | 2 EACH | $540 |
| 203E98100 ROADWAY, MISC.: COLUMN SUPPORTED WALLS | 273 SY | $275 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN (PERMANE | 129 SY | $22.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 168 SY | $24.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 121 SF | $18.00 |
| 840E20001 MECHANICALLY STABILIZED EARTH WALL, AS PER PLAN | 2,115 SF | $61.00 |
| 840E21000 WALL EXCAVATION | 298 CY | $150 |
| 840E22000 FOUNDATION PREPARATION | 368 SY | $32.00 |
| 840E23000 SELECT GRANULAR BACKFILL | 1,851 CY | $115 |
| 840E25010 6" DRAINAGE PIPE, PERFORATED | 312 FT | $11.00 |
| 840E26000 CONCRETE COPING | 135 FT | $225 |
| 840E26050 AESTHETIC SURFACE TREATMENT | 2,115 SF | $1.34 |
| 840E27000 ON-SITE ASSISTANCE | 5 DAY | $100 |
| 601E21000 CONCRETE SLOPE PROTECTION | 45 SY | $106 |
| 203E07500 SPECIAL - PNEUMATIC PIEZOMETER | 1 EACH | $12,000 |
| 203E20000 EMBANKMENT | 73 CY | $25.00 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 27,989 LB | $2.50 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: PARAPET INCLUDING SLEEP | 196 CY | $625 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 618 SY | $24.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 670 SF | $10.00 |
| 840E20001 MECHANICALLY STABILIZED EARTH WALL, AS PER PLAN | 3,854 SF | $61.00 |
| 840E22000 FOUNDATION PREPARATION | 443 SY | $32.00 |
| 840E23000 SELECT GRANULAR BACKFILL | 1,097 CY | $115 |
| 840E25010 6" DRAINAGE PIPE, PERFORATED | 709 FT | $11.00 |
| 840E26000 CONCRETE COPING | 335 FT | $225 |
| 840E26050 AESTHETIC SURFACE TREATMENT | 3,854 SF | $1.34 |
| 840E27000 ON-SITE ASSISTANCE | 5 DAY | $100 |
| 203E20000 EMBANKMENT | 1,334 CY | $25.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 919 CY | $51.00 |
| 203E65000 SPECIAL - SETTLEMENT PLATFORM | 3 EACH | $540 |
| 203E98100 ROADWAY, MISC.: COLUMN SUPPORTED WALLS | 1,393 SY | $390 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 49,546 LB | $2.50 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:PARAPET INCLUDING SLEEPE | 332 CY | $650 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN (PERMANE | 216 SY | $22.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,841 SY | $24.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 70 SF | $18.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 1,241 SF | $10.00 |
| 840E20001 MECHANICALLY STABILIZED EARTH WALL, AS PER PLAN | 14,829 SF | $60.00 |
| 840E21000 WALL EXCAVATION | 1,098 CY | $150 |
| 840E23000 SELECT GRANULAR BACKFILL | 7,391 CY | $115 |
| 840E25010 6" DRAINAGE PIPE, PERFORATED | 1,172 FT | $11.00 |
| 840E26000 CONCRETE COPING | 707 FT | $225 |
| 840E26001 CONCRETE COPING, AS PER PLAN | 123 FT | $265 |
| 840E26050 AESTHETIC SURFACE TREATMENT | 14,829 SF | $1.34 |
| 840E27000 ON-SITE ASSISTANCE | 5 DAY | $100 |
| 601E21000 CONCRETE SLOPE PROTECTION | 35 SY | $106 |
| 203E07500 SPECIAL - PNEUMATIC PIEZOMETER | 3 EACH | $12,000 |
| 203E02000 SPECIAL - ENGINEERED FILL: LIGHTWEIGHT CELLULAR CO | 12,305 CY | $104 |
| 203E02000 SPECIAL - ENGINEERED FILL: LIGHTWEIGHT CELLULAR CO | 758 CY | $142 |
| 203E20000 EMBANKMENT | 18 CY | $25.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 691 CY | $51.00 |
| 203E65000 SPECIAL - SETTLEMENT PLATFORM | 2 EACH | $540 |
| 203E98000 ROADWAY, MISC.: EPS GEOFOAM FILL | 3,117 CY | $175 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: LOAD DISTRIBUTION SLAB | 87 CY | $820 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 281 SY | $24.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 68 SF | $18.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 59 SF | $10.00 |
| 840E20001 MECHANICALLY STABILIZED EARTH WALL, AS PER PLAN | 2,906 SF | $87.00 |
| 840E21000 WALL EXCAVATION | 1,300 CY | $29.00 |
| 840E22000 FOUNDATION PREPARATION | 315 SY | $32.00 |
| 840E26000 CONCRETE COPING | 97 FT | $225 |
| 840E26050 AESTHETIC SURFACE TREATMENT | 2,906 SF | $1.34 |
| 840E27000 ON-SITE ASSISTANCE | 5 DAY | $100 |
| 601E21000 CONCRETE SLOPE PROTECTION | 16 SY | $106 |
| 203E07500 SPECIAL - PNEUMATIC PIEZOMETER | 2 EACH | $12,000 |
| 203E20000 EMBANKMENT | 1,523 CY | $25.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 1,229 CY | $51.00 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 3,766 LB | $2.50 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: PARAPET INCLUDING SLEEP | 24 CY | $625 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN (PERMANE | 41 SY | $22.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 500 SY | $24.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 70 SF | $18.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 195 SF | $10.00 |
| 840E20001 MECHANICALLY STABILIZED EARTH WALL, AS PER PLAN | 5,574 SF | $60.00 |
| 840E21000 WALL EXCAVATION | 2,754 CY | $90.00 |
| 840E22000 FOUNDATION PREPARATION | 502 SY | $32.00 |
| 840E23000 SELECT GRANULAR BACKFILL | 4,381 CY | $115 |
| 840E25010 6" DRAINAGE PIPE, PERFORATED | 334 FT | $11.00 |
| 840E26000 CONCRETE COPING | 169 FT | $225 |
| 840E26050 AESTHETIC SURFACE TREATMENT | 5,574 SF | $1.34 |
| 840E27000 ON-SITE ASSISTANCE | 5 DAY | $100 |
| 601E21000 CONCRETE SLOPE PROTECTION | 17 SY | $106 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $400,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 4,954 CY | $110 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 239,327 LB | $1.75 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 73 CY | $2,000 |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 1,132 CY | $800 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 1,034 CY | $440 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 458 SY | $13.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,326 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 152 SY | $35.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 627 SF | $6.00 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 1,367 SY | $20.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 81 CY | $170 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 541 FT | $10.00 |
| 607E98000 FENCE, MISC.: WALL MOUNTED TYPE A (W/ VANDAL MESH) | 536 FT | $383 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 2,675 CY | $110 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 191,291 LB | $1.75 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 41 CY | $2,000 |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 878 CY | $800 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 793 CY | $440 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 159 SY | $13.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 772 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 107 SY | $35.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 416 SF | $6.00 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 926 SY | $20.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 45 CY | $170 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 310 FT | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 10 FT | $40.00 |
| 607E98000 FENCE, MISC.: WALL MOUNTED TYPE A (WITH VANDAL MES | 301 FT | $386 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $10,000 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $100,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 3,541 CY | $80.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 266,974 LB | $1.75 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 62 CY | $2,000 |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 1,229 CY | $800 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 1,009 CY | $440 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 244 SY | $13.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,094 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 165 SY | $35.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 515 SF | $6.00 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 1,328 SY | $20.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 69 CY | $170 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 470 FT | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 10 FT | $40.00 |
| 607E98000 FENCE, MISC.: WALL MOUNTED TYPE A (W/O VANDAL MESH | 461 FT | $284 |
| 866E00100 GROUND ANCHOR, (74 KIP MAX. TEST LOAD) | 9 EACH | $6,568 |
| 866E00400 PERFORMANCE TEST | 3 EACH | $442 |
| 203E02000 SPECIAL - ENGINEERED FILL (LIGHTWEIGHT CELLULAR CO | 926 CY | $180 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $1.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 1,142 CY | $85.00 |
| 507E98020 PILING, MISC.: SOLDIER PILES | 1 LS | $25,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 63,829 LB | $1.75 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 70 CY | $1,800 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 115 CY | $730 |
| 511E53010 CLASS QC1 CONCRETE, MISC.: CAST-IN-PLACE CONCRETE | 45 CY | $2,000 |
| 511E53010 CLASS QC1 CONCRETE, MISC.: DRILLED SHAFT CAP WITH | 556 CY | $1,100 |
| 511E81200 CONCRETE, MISC.: PRECAST LAGGING | 1 LS | $250,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 314 SY | $13.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,392 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 203 SY | $30.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 586 SF | $8.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 246 CY | $110 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 1,002 FT | $10.00 |
| 524E95492 DRILLED SHAFTS, 72" DIAMETER, ABOVE BEDROCK WITH Q | 292 FT | $1,500 |
| 530E00600 SPECIAL - STRUCTURES: PRECAST FACADE PANELS | 12,867 SF | $79.00 |
| 607E98000 FENCE, MISC.: WALL MOUNTED TYPE A (W/ VANDAL MESH) | 498 FT | $382 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 86 EACH | $2,000 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $1.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 1,065 CY | $85.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 29,151 LB | $1.75 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 43 CY | $1,800 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 67 CY | $730 |
| 511E53010 CLASS QC1 CONCRETE, MISC.: DRILLED SHAFT CAP WITH | 336 CY | $1,100 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 191 SY | $13.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 826 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 121 SY | $30.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 302 SF | $8.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 118 CY | $110 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 442 FT | $10.00 |
| 524E95453 DRILLED SHAFTS, 48" DIAMETER, ABOVE BEDROCK WITH Q | 74 FT | $1,100 |
| 530E00600 SPECIAL - STRUCTURES: PRECAST FACADE PANELS | 8,451 SF | $79.00 |
| 607E98000 FENCE, MISC.: WALL MOUNTED TYPE A (W/ VANDAL MESH) | 303 FT | $382 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 60 EACH | $2,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $50,000 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 125 CY | $85.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 3,256 LB | $1.75 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 4 CY | $1,800 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 8 CY | $730 |
| 511E53010 CLASS QC1 CONCRETE, MISC.: DRILLED SHAFT CAP WITH | 31 CY | $1,100 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 24 SY | $30.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 75 SY | $35.00 |
| 512E33000 TYPE 2 WATERPROOFING | 23 SY | $30.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 25 SF | $8.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 18 CY | $110 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 71 FT | $10.00 |
| 524E95422 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK WITH Q | 23 FT | $1,100 |
| 524E95443 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK WITH Q | 431 FT | $1,100 |
| 530E00600 SPECIAL - STRUCTURES: PRECAST FACADE PANELS | 720 SF | $79.00 |
| 607E98000 FENCE, MISC.: WALL MOUNTED TYPE A (W/O VANDAL MESH | 39 FT | $284 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 10 EACH | $2,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 531 CY | $65.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 19,760 LB | $2.05 |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 189 CY | $1,100 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 104 CY | $570 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 230 SY | $24.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 37 SF | $8.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 79 SF | $12.00 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 565 CY | $140 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $50,000 |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 3,300 FT | $50.00 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 3,055 FT | $14.00 |
| 507E93300 STEEL POINTS OR SHOES | 49 EACH | $175 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 618,934 LB | $1.90 |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 1,328 CY | $1,500 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 325 CY | $710 |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 253 CY | $900 |
| 511E45602 CLASS QC4 MASS CONCRETE, SUBSTRUCTURE WITH QC/QA | 477 CY | $1,040 |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 22 CY | $1,100 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 146 CY | $600 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN (PERMANE | 254 SY | $22.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 2,927 SY | $24.00 |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 248,946 LB | $3.40 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 9,471 EACH | $7.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 27,528 SF | $16.50 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 27,528 SF | $10.00 |
| 516E12400 SPECIAL - MODULAR EXPANSION JOINT | 111 FT | $4,500 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 16 SF | $8.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 238 SF | $12.00 |
| 518E12200 SCUPPERS, INCLUDING SUPPORTS | 5 EACH | $7,600 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 120 CY | $100 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 129 FT | $16.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 39 FT | $27.00 |
| 518E51200 PIPE DOWNSPOUT, INCLUDING SPECIALS, (10") | 130 FT | $410 |
| 524E95475 DRILLED SHAFTS, 60" DIAMETER, INTO BEDROCK WITH QC | 180 FT | $1,500 |
| 524E95483 DRILLED SHAFTS, 66" DIAMETER, ABOVE BEDROCK WITH Q | 537 FT | $2,000 |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 290 SY | $480 |
| 526E90010 TYPE A INSTALLATION | 115 FT | $280 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 48 CF | $613 |
| 869E00101 HIGH LOAD MULTI-ROTATIONAL (HLMR) BEARINGS, AS PER | 24 EACH | $13,000 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 12 EACH | $1,800 |
| 202E22900 APPROACH SLAB REMOVED | 745 SY | $25.00 |
| 202E23500 WEARING COURSE REMOVED | 10,500 SY | $6.00 |
| 202E32800 CONCRETE SLOPE PROTECTION REMOVED | 278 SY | $16.00 |
| 202E98100 REMOVAL MISC.:PILE REMOVED, EXISTING STRUCTURE | 14 EACH | $640 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 3,242 CY | $140 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $50,000 |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 6,350 FT | $33.00 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 5,890 FT | $13.00 |
| 507E93300 STEEL POINTS OR SHOES | 92 EACH | $175 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 876,855 LB | $1.90 |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 1,710 CY | $1,400 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 360 CY | $710 |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 394 CY | $900 |
| 511E45602 CLASS QC4 MASS CONCRETE, SUBSTRUCTURE WITH QC/QA | 596 CY | $1,040 |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 277 CY | $1,100 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 579 CY | $600 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN (PERMANE | 843 SY | $22.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 2,389 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 51 SY | $44.00 |
| 513E10300 STRUCTURAL STEEL MEMBERS, LEVEL 5 | 355,667 LB | $3.30 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 12,801 EACH | $7.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 29,490 SF | $16.50 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 29,490 SF | $10.00 |
| 516E12400 SPECIAL - MODULAR EXPANSION JOINT | 134 FT | $4,500 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 377 SF | $8.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 216 SF | $12.00 |
| 518E12200 SCUPPERS, INCLUDING SUPPORTS | 5 EACH | $7,600 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 481 CY | $100 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 361 FT | $16.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 45 FT | $27.00 |
| 518E51200 PIPE DOWNSPOUT, INCLUDING SPECIALS (10") | 49 FT | $410 |
| 524E95475 DRILLED SHAFTS, 60" DIAMETER, INTO BEDROCK WITH QC | 156 FT | $1,500 |
| 524E95483 DRILLED SHAFTS, 66" DIAMETER, ABOVE BEDROCK WITH Q | 496 FT | $2,000 |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 351 SY | $480 |
| 526E90010 TYPE A INSTALLATION | 134 FT | $280 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 56 CF | $613 |
| 869E00101 HIGH LOAD MULTI-ROTATIONAL (HLMR) BEARINGS, AS PER | 30 EACH | $12,000 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 12 EACH | $1,800 |
| 202E22900 APPROACH SLAB REMOVED | 324 SY | $25.00 |
| 202E23500 WEARING COURSE REMOVED | 8,602 SY | $5.50 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $200,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 1,849 CY | $130 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $50,000 |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 6,075 FT | $60.00 |
| 507E00250 STEEL PILES HP12X53, DRIVEN | 5,670 FT | $20.00 |
| 507E93300 STEEL POINTS OR SHOES | 81 EACH | $175 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 1,345,121 LB | $1.90 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 415 CY | $710 |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 1,120 CY | $790 |
| 511E45602 CLASS QC4 MASS CONCRETE, SUBSTRUCTURE WITH QC/QA | 1,239 CY | $1,040 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 5,860 SY | $24.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 27,156 EACH | $7.00 |
| 513E95030 STRUCTURAL STEEL, MISC.: PARAPET SLIDING PLATE JOI | 4 EACH | $12,500 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 5,026 SF | $19.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 5,026 SF | $10.00 |
| 516E12400 SPECIAL - MODULAR EXPANSION JOINT | 313 FT | $5,800 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 9 EACH | $7,500 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $7,500 |
| 518E12301 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN | 3 EACH | $10,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 346 CY | $100 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 358 FT | $16.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 165 FT | $27.00 |
| 524E95484 DRILLED SHAFTS, 66" DIAMETER, INTO BEDROCK WITH QC | 288 FT | $1,700 |
| 524E95492 DRILLED SHAFTS, 72" DIAMETER, ABOVE BEDROCK WITH Q | 1,004 FT | $1,800 |
| 526E30011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 685 SY | $480 |
| 526E90010 TYPE A INSTALLATION | 272 FT | $280 |
| 601E21000 CONCRETE SLOPE PROTECTION | 1,383 SY | $130 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 2,057 CY | $120 |
| 690E98100 SPECIAL - COVERED WALKWAY SYSTEM | 200 FT | $100 |
| 869E00101 HIGH LOAD MULTI-ROTATIONAL (HLMR) BEARINGS, AS PER | 41 EACH | $15,000 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 23 EACH | $1,800 |
| 513E95000 STRUCTURAL STEEL, MISC.: HAND HOLD BARS | 19,616 FT | $45.00 |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $1,000,000 |
| 202E22900 APPROACH SLAB REMOVED | 323 SY | $35.00 |
| 202E23500 WEARING COURSE REMOVED | 2,814 SY | $5.50 |
| 503E21100 UNCLASSIFIED EXCAVATION | 201 CY | $65.00 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $85,000 |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 7,310 FT | $50.00 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 6,885 FT | $20.00 |
| 507E93300 STEEL POINTS OR SHOES | 85 EACH | $175 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 272,162 LB | $2.25 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,900 |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 821 CY | $1,500 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 96 CY | $710 |
| 511E40512 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 291 CY | $950 |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 146 CY | $1,000 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 278 CY | $600 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,673 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 14 SY | $40.00 |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 713,800 LB | $4.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 5,922 EACH | $7.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 183 FT | $110 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 158 SF | $10.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 213 FT | $35.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 9 EACH | $3,400 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 9 EACH | $3,700 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 9 EACH | $4,100 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 182 CY | $110 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 230 FT | $12.00 |
| 526E30011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 584 SY | $460 |
| 526E90030 TYPE C INSTALLATION | 185 FT | $475 |
| 607E40000 SPECIAL - VANDAL PROTECTION FENCE: 6 FT STRAIGHT, | 498 FT | $185 |
| 690E98100 SPECIAL - COVERED WALKWAY SYSTEM | 142 FT | $100 |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $200,000 |
| 202E22900 APPROACH SLAB REMOVED | 400 SY | $35.00 |
| 202E23500 WEARING COURSE REMOVED | 1,932 SY | $13.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $1,000,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 2,175 CY | $85.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 318,451 LB | $1.90 |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 544 CY | $1,700 |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 252 CY | $1,100 |
| 511E44113 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 572 CY | $1,000 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 532 CY | $490 |
| 511E51513 CLASS QC2 CONCRETE WITH QC/QA, SIDEWALK, AS PER PL | 98 CY | $915 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 640 SY | $13.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,071 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 42 SY | $46.00 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF (AEP DUCT BANK | 11,837 LB | $5.50 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF (AT&T DUCT BANK | 12,292 LB | $5.50 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF (COC, COC DOT, | 12,292 LB | $5.50 |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 639,400 LB | $3.50 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 6,090 EACH | $7.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 32,100 SF | $8.75 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 32,100 SF | $4.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 166 FT | $85.00 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 189 FT | $1,100 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 1,215 SF | $8.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 189 SF | $12.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,700 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,600 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $4,600 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 146 CY | $110 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 290 FT | $9.00 |
| 524E95533 DRILLED SHAFTS, 96" DIAMETER, ABOVE BEDROCK WITH Q | 1,056 FT | $2,950 |
| 524E95100 DRILLED SHAFTS, MISC.: CSL TESTING, 96" DIAMETER S | 1 EACH | $16,000 |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 196 SY | $460 |
| 526E30011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 216 SY | $480 |
| 526E90031 TYPE C INSTALLATION, AS PER PLAN | 170 FT | $430 |
| 530E00200 SPECIAL - STRUCTURES: AEP DUCT BANK COMPLETE | 1 LS | $122,000 |
| 530E00200 SPECIAL - STRUCTURES: AT&T DUCT BANK COMPLETE | 1 LS | $107,000 |
| 530E00200 SPECIAL - STRUCTURES: CITY OF COLUMBUS (DEPARTMENT | 1 LS | $33,000 |
| 530E00200 SPECIAL - STRUCTURES: CITY OF COLUMBUS DUCT BANK C | 1 LS | $50,000 |
| 530E00200 SPECIAL - STRUCTURES: LUMEN COMMUNICATION DUCT BAN | 1 LS | $19,000 |
| 530E00200 SPECIAL - STRUCTURES: ODOT DUCT BANK COMPLETE | 1 LS | $33,000 |
| 530E00200 SPECIAL - STRUCTURES: TEMPORARY UTILITY SUPPORTS | 1 LS | $130,000 |
| 530E00600 SPECIAL - STRUCTURES: PRECAST FACADE PANELS | 2,866 SF | $79.00 |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 185 FT | $210 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 2 EACH | $5,100 |
| 625E10620 LIGHT POLE ANCHOR BOLTS, MISC.: PEDESTRIAN POLE AN | 5 EACH | $3,500 |
| 867E00100 TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH | 1 LS | $44,000 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 12 EACH | $3,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 2,872 CY | $85.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 455,505 LB | $1.90 |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 728 CY | $1,450 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 118 CY | $2,900 |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 320 CY | $1,100 |
| 511E44113 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 873 CY | $1,000 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 722 CY | $490 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: EXPANSION DEVICE SLAB | 18 CY | $2,900 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: TRELLIS BASE AND STAIR | 33 CY | $3,100 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 608 SY | $13.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,669 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 25 SY | $46.00 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF (CITY OF COLUMB | 14,970 LB | $5.50 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 8,460 EACH | $7.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 69,100 SF | $8.75 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 69,100 SF | $4.00 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 639 FT | $1,100 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 327 SF | $8.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $2,700 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $2,900 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $5,100 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 140 CY | $110 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 470 FT | $9.00 |
| 524E95100 DRILLED SHAFTS, MISC.: CSL TESTING, 96" DIAMETER S | 2 EACH | $16,000 |
| 530E00200 SPECIAL - STRUCTURES: CITY OF COLUMBUS DUCT BANK C | 1 LS | $165,000 |
| 530E00600 SPECIAL - STRUCTURES: PRECAST FACADE PANELS | 7,809 SF | $79.00 |
| 607E98000 FENCE, MISC.: WALL MOUNTED TYPE A (W/ VANDAL MESH) | 60 FT | $383 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 21 EACH | $3,500 |
| 517E76300 RAILING, MISC.: STAINLESS STEEL HANDRAIL | 37 FT | $225 |
| 518E62200 STRUCTURE DRAINAGE, MISC.: YARD DRAIN | 9 EACH | $2,200 |
| 605E98000 UNDERDRAINS, MISC.:4" PERFORATED AND SOLID PLANTER | 1,442 FT | $75.00 |
| 605E98000 UNDERDRAINS, MISC.:6" PERFORATED AND SOLID PLANTER | 259 FT | $80.00 |
| 611E97200 CONDUIT, MISC.: "T" CONNECTION WITH CLEANOUT RISER | 13 EACH | $1,000 |
| 611E97200 CONDUIT, MISC.: 90 DEGREE ELBOW WITH CLEANOUT RISE | 42 EACH | $730 |
| 625E98000 LIGHTING, MISC.: RECESSED WALL LIGHT TYPE 1 | 18 EACH | $2,000 |
| 625E98000 LIGHTING, MISC.: SEATWALL LIGHT TYPE 2 (8' SEGMENT | 51 EACH | $3,250 |
| 630E97700 SIGNING, MISC.: BRIDGE PYLON ALUMINUM LETTERS | 4 EACH | $2,650 |
| 630E97700 SIGNING, MISC.: CAST ALUMINUM WALL MOUNTED BRIDGE | 4 EACH | $22,437 |
| 660E30001 SODDING UNSTAKED, AS PER PLAN | 542 SY | $8.00 |
| 661E11001 GROUNDCOVER AND VINES, 1 YEAR, CLUMP, AS PER PLAN, | 440 EACH | $34.46 |
| 661E14001 PERENNIALS, AS PER PLAN, AMSONIA HUBRICHTII - HUBR | 319 EACH | $2,023 |
| 661E14001 PERENNIALS, AS PER PLAN, FESTUCA GLAUCA 'ELIJAH BL | 919 EACH | $36.15 |
| 661E14001 PERENNIALS, AS PER PLAN, LAVANDULA AUGUSTIFOLIA 'H | 115 EACH | $39.44 |
| 661E14001 PERENNIALS, AS PER PLAN, LIRIOPE MUSCARI 'MONROE'S | 452 EACH | $33.39 |
| 661E14001 PERENNIALS, AS PER PLAN, PENNISETUM ALOPECUROIDES | 305 EACH | $42.13 |
| 661E14001 PERENNIALS, AS PER PLAN, SCHIZACHYRIUM SCOPARIUM ' | 160 EACH | $57.72 |
| 661E20041 DECIDUOUS SHRUB, 2' HEIGHT, AS PER PLAN, HYDRANGEA | 48 EACH | $86.07 |
| 661E30061 EVERGREEN SHRUB, 2' HEIGHT, AS PER PLAN, JUNIPERUS | 191 EACH | $81.18 |
| 661E40121 DECIDUOUS TREE, 3" CALIPER, AS PER PLAN, AMELANCHI | 20 EACH | $788 |
| 661E40121 DECIDUOUS TREE, 3" CALIPER, AS PER PLAN, CRATAEGUS | 12 EACH | $624 |
| 661E40141 DECIDUOUS TREE, 4" CALIPER, AS PER PLAN, ACER RUBR | 22 EACH | $969 |
| 661E99900 PLANTING, MISC.:DECIDUOUS TREE, 12' HT - 3-5 STEM | 6 EACH | $1,223 |
| 680E43100 SPECIAL - COMPLETE IRRIGATION SYSTEM (HIGH ST. BRI | 1 EACH | $165,665 |
| 690E98000 SPECIAL - ALUMINUM PLANTER POT TYPE A (HIGH STREET | 20 EACH | $9,686 |
| 690E98000 SPECIAL - SKATE DETERRENTS - TYPE A - PLANTER POTS | 80 EACH | $72.00 |
| 690E98000 SPECIAL - SKATE DETERRENTS - TYPE B - WALLS | 208 EACH | $68.00 |
| 690E98000 SPECIAL - SKATE DETERRENTS - TYPE C - WOOD SEAT WA | 102 EACH | $68.00 |
| 690E98000 SPECIAL - TABLES WITH SEATS | 9 EACH | $5,600 |
| 690E98200 SPECIAL - UNIT PAVER (SETTING METHOD A - PEDESTAL | 1,198 SF | $51.80 |
| 690E98200 SPECIAL - UNIT PAVER (SETTING METHOD B - BITUMINOU | 195 SF | $74.00 |
| 690E98400 SPECIAL - ARCHITECTURAL TRELLIS & PLASTIC FABRICAT | 1 LS | $1,055,212 |
| 690E98400 SPECIAL - COMPLETE PLANTER WATERPROOFING SYSTEM (H | 1 LS | $590,380 |
| 690E98400 SPECIAL - WOOD CLAD SEATWALL | 1 LS | $150,000 |
| 690E98400 SPECIAL -ARCHITECTURAL PRECAST CONCRETE PLANTERS, | 1 LS | $2,200,000 |
| 690E98700 SPECIAL - TREE AND PLANTS SOIL MIX FURNISHED AND P | 796 CY | $109 |
| 690E98700 SPECIAL - TREE AND PLANTS SOIL MIX FURNISHED AND P | 299 CY | $109 |
| 690E98700 SPECIAL - TURFGRASS SOIL MIX FURNISHED & PLACED, A | 180 CY | $109 |
| 690E98700 SPECIAL - TURFGRASS SOIL MIX FURNISHED & PLACED, A | 67 CY | $109 |
| 690E98700 SPECIAL - CAST-IN-PLACE CONCRETE FOR PRECAST VENEE | 76 CY | $1,833 |
| 511E53100 CLASS QC2 CONCRETE, MISC.: ARC WALK SPECIAL FINISH | 608 SY | $290 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 1,739 LB | $2.75 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: TRELLIS BASE | 10 CY | $2,300 |
| 625E98000 LIGHTING, MISC.: TRELLIS LIGHT TYPE 3 | 20 EACH | $3,250 |
| 690E98400 SPECIAL - ARCHITECTURAL TRELLIS (FRONT STREET BRID | 1 LS | $609,821 |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $600,000 |
| 202E22900 APPROACH SLAB REMOVED | 645 SY | $25.00 |
| 202E23500 WEARING COURSE REMOVED | 645 SY | $21.00 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $60,000 |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 5,490 FT | $60.00 |
| 507E00250 STEEL PILES HP12X53, DRIVEN | 5,185 FT | $20.00 |
| 507E00300 STEEL PILES HP14X73, FURNISHED | 2,210 FT | $70.00 |
| 507E00350 STEEL PILES HP14X73, DRIVEN | 2,040 FT | $20.00 |
| 507E93300 STEEL POINTS OR SHOES | 95 EACH | $190 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 334,495 LB | $1.75 |
| 511E33418 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 371 CY | $1,200 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $3,900 |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 777 CY | $1,200 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 98 CY | $900 |
| 511E40512 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 377 CY | $950 |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 404 CY | $760 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 104 CY | $560 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 2,548 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 95 SY | $40.00 |
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 24 EACH | $95,000 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 66 EACH | $2,914 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 232 FT | $110 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 356 SF | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 328 FT | $32.50 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $4,000 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $4,000 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $3,900 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $4,200 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 204 CY | $110 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 283 FT | $13.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 131 FT | $27.00 |
| 526E90030 TYPE C INSTALLATION | 232 FT | $475 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 114 FT | $17.00 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 470 FT | $183 |
| 503E21100 UNCLASSIFIED EXCAVATION | 219 CY | $60.00 |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 784 SY | $430 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $130,000 |
| 202E22900 APPROACH SLAB REMOVED | 335 SY | $35.00 |
| 202E23500 WEARING COURSE REMOVED | 897 SY | $15.00 |
| 202E98100 REMOVAL MISC.:PILE REMOVED, EXISTING STRUCTURE FRA | 28 EACH | $1,250 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $200,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $50,000 |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 2,870 FT | $60.00 |
| 507E00250 STEEL PILES HP12X53, DRIVEN | 2,730 FT | $20.00 |
| 507E93300 STEEL POINTS OR SHOES | 28 EACH | $175 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 73,484 LB | $3.00 |
| 511E33418 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 120 CY | $1,200 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $3,900 |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 155 CY | $1,600 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 49 CY | $820 |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 179 CY | $800 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 702 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 50 SY | $35.00 |
| 515E15020 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 7 EACH | $60,000 |
| 515E20001 INTERMEDIATE DIAPHRAGMS, AS PER PLAN | 18 EACH | $4,600 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 136 FT | $110 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 21 SF | $11.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 189 SF | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 150 FT | $35.00 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 14 EACH | $3,600 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 82 CY | $180 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 137 FT | $13.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 91 FT | $23.00 |
| 526E90030 TYPE C INSTALLATION | 136 FT | $475 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 66 FT | $17.00 |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 462 SY | $430 |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $160,000 |
| 202E22900 APPROACH SLAB REMOVED | 370 SY | $45.00 |
| 202E23500 WEARING COURSE REMOVED | 731 SY | $45.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $35,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 1,872 CY | $170 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 188,244 LB | $1.75 |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 357 CY | $1,700 |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 119 CY | $1,100 |
| 511E44113 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 336 CY | $1,000 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 278 CY | $530 |
| 511E51513 CLASS QC2 CONCRETE WITH QC/QA, SIDEWALK, AS PER PL | 91 CY | $915 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 602 SY | $13.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 456 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 23 SY | $64.00 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF (AEP DUCT BANK | 11,219 LB | $2.40 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF (COC, COC DOT, | 11,219 LB | $2.40 |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 410,900 LB | $3.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 4,872 EACH | $7.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 23,000 SF | $8.75 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 23,000 SF | $4.00 |
| 514E10000 FINAL INSPECTION REPAIR | 14 EACH | $300 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 116 FT | $85.00 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 128 FT | $510 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 344 SF | $11.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 136 SF | $12.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 14 EACH | $1,300 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 7 EACH | $1,300 |
| 518E12301 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN | 2 EACH | $3,400 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 227 SY | $25.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 35 CY | $230 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 220 FT | $9.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 45 FT | $25.00 |
| 518E60031 PIPE HORIZONTAL CONDUCTOR, AS PER PLAN (8") | 70 FT | $120 |
| 524E95472 DRILLED SHAFTS, 60" DIAMETER, ABOVE BEDROCK WITH Q | 984 FT | $1,100 |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 104 SY | $480 |
| 526E30011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 214 SY | $500 |
| 526E90031 TYPE C INSTALLATION, AS PER PLAN | 120 FT | $430 |
| 530E00200 SPECIAL - STRUCTURES: AEP DUCT BANK COMPLETE | 1 LS | $114,000 |
| 530E00200 SPECIAL - STRUCTURES: CITY OF COLUMBUS (DEPARTMENT | 1 LS | $36,000 |
| 530E00200 SPECIAL - STRUCTURES: CITY OF COLUMBUS DUCT BANK C | 1 LS | $55,000 |
| 530E00200 SPECIAL - STRUCTURES: ODOT DUCT BANK COMPLETE | 1 LS | $33,500 |
| 530E00600 SPECIAL - STRUCTURES: PRECAST FACADE PANELS | 1,460 SF | $85.00 |
| 625E10620 LIGHT POLE ANCHOR BOLTS, MISC.: LIGHT POLE ANCHOR | 6 EACH | $3,500 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 15 EACH | $2,000 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $60,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 3,779 CY | $170 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 384,666 LB | $1.75 |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 684 CY | $1,450 |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 285 CY | $1,100 |
| 511E44113 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 635 CY | $1,000 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 584 CY | $530 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: EXPANSION DEVICE SLAB | 17 CY | $3,200 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 129 SY | $13.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 833 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 22 SY | $64.00 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF (CITY OF COLUMB | 14,960 LB | $2.40 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF (TEMPORARY DRAI | 1,110 LB | $2.40 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 13,680 EACH | $7.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 56,000 SF | $8.75 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 56,000 SF | $4.00 |
| 514E10000 FINAL INSPECTION REPAIR | 39 EACH | $300 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 616 FT | $510 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 85 SF | $11.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $1,300 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $1,300 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $1,300 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 431 SY | $22.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 58 CY | $230 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 360 FT | $9.00 |
| 518E60031 PIPE HORIZONTAL CONDUCTOR, AS PER PLAN (6") | 25 FT | $120 |
| 524E95472 DRILLED SHAFTS, 60" DIAMETER, ABOVE BEDROCK WITH Q | 1,509 FT | $1,100 |
| 530E00200 SPECIAL - STRUCTURES: CITY OF COLUMBUS DUCT BANK C | 1 LS | $152,500 |
| 530E00200 SPECIAL - STRUCTURES: SANITARY SERVICE TO CAPS | 1 LS | $100,000 |
| 530E00600 SPECIAL - STRUCTURES: PRECAST FACADE PANELS | 2,184 SF | $88.00 |
| 607E98000 FENCE, MISC.: WALL MOUNTED TYPE A (W/ VANDAL MESH) | 13 FT | $427 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 23 EACH | $2,000 |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $250,000 |
| 202E22900 APPROACH SLAB REMOVED | 219 SY | $45.00 |
| 202E23500 WEARING COURSE REMOVED | 906 SY | $36.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $1.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 3,173 CY | $170 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 357,555 LB | $1.75 |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 485 CY | $1,600 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 139 CY | $2,900 |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 183 CY | $1,100 |
| 511E44113 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 1,186 CY | $1,000 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 604 CY | $590 |
| 511E51513 CLASS QC2 CONCRETE WITH QC/QA, SIDEWALK, AS PER PL | 98 CY | $915 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 1,236 SY | $13.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,393 SY | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 193 SY | $64.00 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF (AEP DUCT BANK | 12,510 LB | $2.40 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF (AT&T DUCT BANK | 12,510 LB | $2.40 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF (COC DOT - TELE | 4,740 LB | $2.40 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF (COC, COC DOT, | 4,840 LB | $2.40 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF (PIPE HORIZONTA | 5,360 LB | $2.40 |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 553,000 LB | $2.90 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 6,507 EACH | $7.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 24,600 SF | $10.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 24,600 SF | $6.50 |
| 514E10000 FINAL INSPECTION REPAIR | 25 EACH | $300 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 155 FT | $85.00 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 177 FT | $510 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 584 SF | $10.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 18 EACH | $1,300 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 9 EACH | $1,300 |
| 518E12301 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN | 2 EACH | $3,400 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 655 SY | $25.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 104 CY | $210 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 650 FT | $9.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 40 FT | $24.49 |
| 518E60031 PIPE HORIZONTAL CONDUCTOR, AS PER PLAN (8") | 90 FT | $120 |
| 524E95472 DRILLED SHAFTS, 60" DIAMETER, ABOVE BEDROCK WITH Q | 2,602 FT | $1,100 |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 153 SY | $480 |
| 526E30011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 254 SY | $480 |
| 526E90031 TYPE C INSTALLATION, AS PER PLAN | 160 FT | $430 |
| 530E00200 SPECIAL - STRUCTURES: AEP DUCT BANK COMPLETE | 1 LS | $116,000 |
| 530E00200 SPECIAL - STRUCTURES: AT&T DUCT BANK COMPLETE | 1 LS | $465,000 |
| 530E00200 SPECIAL - STRUCTURES: CITY OF COLUMBUS (DEPARTMENT | 1 LS | $46,000 |
| 530E00200 SPECIAL - STRUCTURES: CITY OF COLUMBUS DUCT BANK C | 1 LS | $55,000 |
| 530E00200 SPECIAL - STRUCTURES: ODOT DUCT BANK COMPLETE | 1 LS | $35,000 |
| 530E00200 SPECIAL - STRUCTURES: TEMPORARY UTILITY SUPPORTS | 1 LS | $78,000 |
| 530E00600 SPECIAL - STRUCTURES: PRECAST FACADE PANELS | 3,639 SF | $88.00 |
| 607E98000 FENCE, MISC.: WALL MOUNTED TYPE A (W/ VANDAL MESH) | 112 FT | $383 |
| 607E98000 FENCE, MISC.: WALL MOUNTED TYPE A (W/O VANDAL MESH | 135 FT | $283 |
| 625E10620 LIGHT POLE ANCHOR BOLTS, MISC.: LIGHT POLE ANCHOR | 6 EACH | $3,500 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 43 EACH | $2,000 |
| 605E98000 UNDERDRAINS, MISC.: 4" PERFORATED PLANTER UNDERDRA | 344 FT | $80.00 |
| 611E97200 CONDUIT, MISC.: CLEANOUT STRUCTURE AND PLUG SET WI | 8 EACH | $650 |
| 611E97200 CONDUIT, MISC.: DRAINAGE OUTLET STRUCTURE | 2 EACH | $3,300 |
| 625E98000 LIGHTING, MISC.: WALL LIGHT TYPE 4 | 12 EACH | $3,700 |
| 630E97700 SIGNING, MISC.: BRIDGE PYLON ALUMINUM LETTERS | 4 EACH | $3,235 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 350 SY | $8.00 |
| 661E14001 PERENNIALS, AS PER PLAN HEMEROCALLIS 'SOUTH SEAS' | 144 EACH | $21.67 |
| 661E14001 PERENNIALS, AS PER PLAN PANICUM V. 'HEAVY METAL' - | 133 EACH | $32.87 |
| 661E14001 PERENNIALS, AS PER PLAN, SEDUM 'DRAGONS BLOOD' - D | 432 EACH | $22.24 |
| 661E20041 DECIDUOUS SHRUB, 2' HEIGHT, AS PER PLAN, ROSA 'COR | 24 EACH | $68.68 |
| 661E20041 DECIDUOUS SHRUB, 2' HEIGHT, AS PER PLAN, VIBURNUM | 42 EACH | $117 |
| 661E30001 EVERGREEN SHRUB, 12" HEIGHT, AS PER PLAN, BUXUS X | 64 EACH | $76.90 |
| 661E30061 EVERGREEN SHRUB, 2' HEIGHT, AS PER PLAN, BUXUS X ' | 72 EACH | $159 |
| 661E30071 EVERGREEN SHRUB, 2.5' HEIGHT, AS PER PLAN, TAXUS X | 12 EACH | $148 |
| 661E40121 DECIDUOUS TREE, 3" CALIPER, AS PER PLAN, TILIA AME | 7 EACH | $741 |
| 661E99900 PLANTING, MISC.: ANNUALS, 2-1/4" PEAT POTS (36 COU | 288 EACH | $41.74 |
| 680E43100 SPECIAL - COMPLETE IRRIGATION SYSTEM | 1 EACH | $18,864 |
| 690E98000 SPECIAL - FOURTH STREET ALUMINUM PLANTER POT TYPE | 8 EACH | $10,000 |
| 690E98000 SPECIAL - FOURTH STREET ALUMINUM PLANTER POT TYPE | 25 EACH | $8,700 |
| 690E98000 SPECIAL - SKATE DETERRENTS - TYPE A - PLANTER POTS | 100 EACH | $72.00 |
| 690E98100 SPECIAL - DECORATIVE PLANT BORDER FENCE | 60 FT | $150 |
| 690E98400 SPECIAL - ARCHITECTURAL PRECAST PYLONS, PILASTERS, | 1 LS | $478,389 |
| 690E98400 SPECIAL - COMPLETE PLANTER WATERPROOFING SYSTEM (F | 1 LS | $590,380 |
| 690E98700 SPECIAL - TREE AND PLANTS BASE MIX FURNISHED & PLA | 82 CY | $109 |
| 690E98700 SPECIAL - TREE AND PLANTS SOIL MIX FURNISHED & PLA | 218 CY | $109 |
| 690E98700 SPECIAL - TURFGRASS BASE MIX FURNISHED & PLACED, A | 21 CY | $109 |
| 690E98700 SPECIAL - TURFGRASS SOIL MIX FURNISHED & PLACED, A | 56 CY | $109 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $800,000 |
| 202E22900 APPROACH SLAB REMOVED | 225 SY | $35.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $6,500 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 270,460 LB | $1.75 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 332 EACH | $22.00 |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 858 CY | $1,400 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 222 CY | $920 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 20 CY | $1,800 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,570 SY | $24.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 11,970 EACH | $7.00 |
| 513E21600 STRUCTURAL STEEL FOR REHABILITATION, AS PER PLAN | 2,520 LB | $11.00 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 630 SF | $120 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 630 SF | $80.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 630 SF | $20.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 630 SF | $15.00 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 128 FT | $1,100 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 62 SF | $11.00 |
| 516E46701 RESET BEARING, AS PER PLAN | 12 EACH | $628 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $10,782 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 200 SF | $200 |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 225 SY | $430 |
| 526E90010 TYPE A INSTALLATION | 81 FT | $380 |
| 530E00200 SPECIAL - STRUCTURES: ACCESS DOOR | 1 LS | $10,000 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 34 CF | $613 |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $450,000 |
| 202E22900 APPROACH SLAB REMOVED | 246 SY | $70.00 |
| 202E23500 WEARING COURSE REMOVED | 3,789 SY | $8.00 |
| 203E65000 SPECIAL - SETTLEMENT PLATFORM | 2 EACH | $690 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $60,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 479 CY | $130 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $55,000 |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 1,700 FT | $50.00 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 1,615 FT | $20.00 |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 4,890 FT | $60.00 |
| 507E00250 STEEL PILES HP12X53, DRIVEN | 4,450 FT | $46.00 |
| 507E92200 PREBORED HOLES | 266 FT | $35.00 |
| 507E93300 STEEL POINTS OR SHOES | 105 EACH | $175 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 408,419 LB | $1.90 |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 948 CY | $1,350 |
| 511E34451 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 172 CY | $920 |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 236 CY | $1,100 |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 173 CY | $1,000 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 303 CY | $590 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,835 SY | $24.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 7,926 EACH | $7.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 10,859 SF | $20.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 10,859 SF | $14.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 65 FT | $110 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 127 FT | $1,100 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 104 SF | $8.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 43 SF | $15.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 137 CY | $115 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 178 FT | $13.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 28 FT | $50.00 |
| 526E90010 TYPE A INSTALLATION | 64 FT | $380 |
| 526E90030 TYPE C INSTALLATION | 64 FT | $475 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $11,000 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 27 CF | $613 |
| 869E00100 HIGH LOAD MULTI-ROTATIONAL (HLMR) BEARINGS | 28 EACH | $9,600 |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 176 SY | $450 |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 212 SY | $470 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $75,000 |
| 100E51100 DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION BOARD | 143,000 EACH | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,500,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $45,000 |
| 111E10100 SPECIAL - DEPARTMENTS SHARE FACILITATED PARTNERING | 32,000 EACH | $1.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,900,000 |
| 900E00100 RAILROAD FLAGGING SERVICES | 675,000 EACH | $1.00 |
| 619E16021 FIELD OFFICE, TYPE C, AS PER PLAN | 56 MNTH | $15,000 |
| 203E20001 EMBANKMENT, AS PER PLAN | 6 CY | $35.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 427 CY | $50.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 9,226 LB | $2.50 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: MOMENT SLAB AND PARAPET | 78 CY | $625 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 530 SY | $24.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 91 SF | $11.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 409 SF | $15.00 |
| 601E21000 CONCRETE SLOPE PROTECTION | 20 SY | $106 |
| 840E20001 MECHANICALLY STABILIZED EARTH WALL, AS PER PLAN | 3,252 SF | $38.00 |
| 840E21000 WALL EXCAVATION | 1,139 CY | $120 |
| 840E22000 FOUNDATION PREPARATION | 491 SY | $32.00 |
| 840E23000 SELECT GRANULAR BACKFILL | 1,666 CY | $115 |
| 840E25010 6" DRAINAGE PIPE, PERFORATED | 543 FT | $10.00 |
| 840E25020 6" DRAINAGE PIPE, NON-PERFORATED | 22 FT | $20.00 |
| 840E26000 CONCRETE COPING | 277 FT | $226 |
| 840E26050 AESTHETIC SURFACE TREATMENT | 3,252 SF | $1.30 |
| 840E27000 ON-SITE ASSISTANCE | 5 DAY | $100 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 122 SY | $24.00 |
| 840E20001 MECHANICALLY STABILIZED EARTH WALL, AS PER PLAN | 1,005 SF | $38.00 |
| 840E21000 WALL EXCAVATION | 227 CY | $50.00 |
| 840E22000 FOUNDATION PREPARATION | 111 SY | $32.00 |
| 840E23000 SELECT GRANULAR BACKFILL | 479 CY | $115 |
| 840E25010 6" DRAINAGE PIPE, PERFORATED | 156 FT | $10.00 |
| 840E25020 6" DRAINAGE PIPE, NON-PERFORATED | 24 FT | $20.00 |
| 840E26000 CONCRETE COPING | 73 FT | $226 |
| 840E26050 AESTHETIC SURFACE TREATMENT | 1,005 SF | $1.30 |
| 840E27000 ON-SITE ASSISTANCE | 5 DAY | $100 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 624E10000 MOBILIZATION | 1 LS | $17,170,000 | $17.2M | 5% |
| 513E10300 STRUCTURAL STEEL MEMBERS, LEVEL 5 | 3,560,367 LB | $4 | $14.2M | 4% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 39,184 CY | $235 | $9.21M | 3% |
| 513E10401 STRUCTURAL STEEL MEMBERS, HYBRID GIRDER, LEVEL SIX | 2,113,222 LB | $4 | $8.45M | 2% |
| 513E10401 STRUCTURAL STEEL MEMBERS, HYBRID GIRDER, LEVEL SIX | 2,213,561 LB | $3 | $6.64M | 2% |
| 524E95472 DRILLED SHAFTS, 60" DIAMETER, ABOVE BEDROCK WITH Q | 6,016 FT | $1,100 | $6.62M | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,567,903 | $6.57M | 2% |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 1,928,660 LB | $3.25 | $6.27M | 2% |
| 203E20000 EMBANKMENT | 189,157 CY | $33 | $6.24M | 2% |
| 513E10401 STRUCTURAL STEEL MEMBERS, HYBRID GIRDER, LEVEL SIX | 1,712,826 LB | $3.2 | $5.48M | 2% |