CUY-SR 14-06.93 Replace
CUY County · est $50M
Bid dateThursday, March 20—
CUY County · est $50M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 319 more items below.
| Item | Quantity | R1Great Lakes Construction CO | R2Ruhlin Company | % of bid |
|---|---|---|---|---|
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 1,518,413 LB | $3.35 | $2.55 | 15% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $4,100,000 | $2,500,000 | 12% |
| 203E98500 ROADWAY, MISC.: COLUMN-SUPPORTED EMBANKMENTS AND W | 1 LS | $3,000,000 | $3,400,000 | 9% |
| 624E10000 MOBILIZATION | 1 LS | $2,410,000 | $2,855,000 | 7% |
| 867E00100 TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH | 1 LS | $2,100,000 | $3,400,000 | 6% |
| 840E23000 SELECT GRANULAR BACKFILL | 28,012 CY | $73.50 | $80.00 | 6% |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 1,499 CY | $1,300 | $1,100 | 6% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 1,063,710 LB | $1.65 | $1.70 | 5% |
| 840E20000 MECHANICALLY STABILIZED EARTH WALL | 37,571 SF | $45.00 | $50.00 | 5% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $1,350,000 | $2,945,000 | 4% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 1,035 CY | $1,075 | $1,000 | 3% |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 1,035 CY | $1,075 | $1,500 | 3% |
| 203E20000 EMBANKMENT | 52,632 CY | $20.00 | $52.00 | 3% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $1,000,000 | $130,000 | 3% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 1,903 CY | $350 | $400 | 2% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 5,467 CY | $110 | $79.50 | 2% |
| 900E00100 RAILROAD FLAGGING SERVICES | 559,000 EACH | $1.00 | $1.00 | 2% |
| 507E00750 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 5,275 FT | $105 | $98.00 | 2% |
| 516E47000 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE | 1 LS | $550,000 | $475,000 | 2% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 2,268 CY | $237 | $240 | 2% |
| Item | Quantity | R1Great Lakes Construction CO | R2Ruhlin Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $60,000 | $1,000,000 |
| 202E11000 STRUCTURE REMOVED (EX. CONC. BLOCK WALL) | 1 LS | $25,000 | $17,000 |
| 202E11200 PORTIONS OF STRUCTURE REMOVED (EX. WALL) | 1 LS | $30,000 | $32,000 |
| 202E23000 PAVEMENT REMOVED | 5,992 SY | $20.00 | $29.50 |
| 202E30000 WALK REMOVED | 6,418 SF | $2.50 | $2.00 |
| 202E30204 STEPS REMOVED | 1 LS | $1,000 | $3,000 |
| 202E32000 CURB REMOVED | 2,068 FT | $2.00 |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| $3.50 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 3,587 FT | $25.00 | $66.70 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 52 FT | $83.00 | $41.50 |
| 202E38000 GUARDRAIL REMOVED | 376 FT | $5.00 | $5.00 |
| 202E58000 MANHOLE REMOVED | 9 EACH | $715 | $410 |
| 202E58100 CATCH BASIN REMOVED | 15 EACH | $665 | $560 |
| 202E60010 MONUMENT ASSEMBLY REMOVED | 6 EACH | $160 | $140 |
| 202E75000 FENCE REMOVED | 111 FT | $6.50 | $6.50 |
| 202E75250 GATE REMOVED | 1 EACH | $165 | $475 |
| 202E75610 VALVE BOX REMOVED | 12 EACH | $165 | $420 |
| 202E98700 ABANDON MISC.: PLUG AND FILL 42" SANITARY CONDUIT | 258 FT | $50.00 | $81.70 |
| 203E10000 EXCAVATION | 2,552 CY | $18.50 | $13.00 |
| 203E98100 ROADWAY, MISC.: #4 WASHED LANDSCAPE GRAVEL, 4" THI | 582 SY | $31.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 13,436 SY | $1.00 | $7.08 |
| 204E13000 EXCAVATION OF SUBGRADE | 454 CY | $40.00 | $38.50 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 454 CY | $69.00 | $91.90 |
| 204E45000 PROOF ROLLING | 8 HOUR | $400 | $860 |
| 204E50000 GEOTEXTILE FABRIC | 1,360 SY | $2.25 | $4.00 |
| 606E60002 IMPACT ATTENUATOR, TYPE 1 (UNIDIRECTIONAL) | 1 EACH | $13,420 | $13,420 |
| 607E39901 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 2,567 FT | $139 | $111 |
| 607E98200 FENCE, MISC.: TEMPORARY FENCING | 1 LS | $12,000 | $30,000 |
| 608E10000 4" CONCRETE WALK | 16,398 SF | $9.70 | $9.00 |
| 608E52000 CURB RAMP | 315 SF | $31.00 | $27.00 |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 868 FT | $160 | $140 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 26 EACH | $1,385 | $930 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 23 EACH | $250 | $990 |
| 690E12000 SPECIAL - FILTER FABRIC | 582 SY | $3.00 | $3.50 |
| 690E65010 SPECIAL - WORK INVOLVING SOLID WASTE | 400 TON | $115 | $350 |
| 690E70000 SPECIAL - ENVIRONMENTAL' SITE SPECIFIC HEALTH AND | 1 LS | $15,000 | $18,000 |
| 608E53020 DETECTABLE WARNING | 20 SF | $105 | $220 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY | $450 | $1,200 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $400 | $400 |
| 659E00300 TOPSOIL | 871 CY | $45.00 | $45.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 7,840 SY | $1.20 | $1.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 392 SY | $3.00 | $3.00 |
| 659E15000 INTER-SEEDING | 392 SY | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 1.06 TON | $1,500 | $1,500 |
| 659E31000 LIME | 1.62 ACRE | $50.00 | $1.00 |
| 659E35000 WATER | 43 MGAL | $1.00 | $1.00 |
| 659E40000 MOWING | 2 MSF | $1.00 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $4,500 | $4,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $47,000 | $46,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $31,000 | $28,000 |
| 832E30000 EROSION CONTROL | 470,000 EACH | $1.00 | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 116 SY | $12.00 | $12.00 |
| 602E20000 CONCRETE MASONRY | 0.9 CY | $1,600 | $6,000 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 165 FT | $19.00 | $25.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 2,601 FT | $17.00 | $24.50 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 230 FT | $50.00 | $96.20 |
| 611E00900 6" CONDUIT, TYPE B | 22 FT | $50.00 | $54.70 |
| 611E01500 6" CONDUIT, TYPE F | 365 FT | $50.00 | $34.00 |
| 611E01800 8" CONDUIT, TYPE B, 706.02 | 5 FT | $200 | $710 |
| 611E02000 8" CONDUIT, TYPE C, 706.02 | 8 FT | $215 | $500 |
| 611E03300 10" CONDUIT, TYPE C, 706.08 | 8 FT | $225 | $450 |
| 611E04400 12" CONDUIT, TYPE B | 366 FT | $185 | $130 |
| 611E04400 12" CONDUIT, TYPE B, 706.02 | 10 FT | $215 | $540 |
| 611E04400 12" CONDUIT, TYPE B, 706.08 | 9 FT | $295 | $750 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN | 953 FT | $80.00 | $100 |
| 611E04600 12" CONDUIT, TYPE C | 178 FT | $125 | $120 |
| 611E05200 12" CONDUIT, TYPE F, 707.05, 707.21, OR 707.33 | 62 FT | $100 | $370 |
| 611E05900 15" CONDUIT, TYPE B | 84 FT | $160 | $190 |
| 611E05900 15" CONDUIT, TYPE B, 706.02 | 8 FT | $460 | $540 |
| 611E07400 18" CONDUIT, TYPE B | 102 FT | $180 | $130 |
| 611E07401 18" CONDUIT, TYPE B, AS PER PLAN | 47 FT | $100 | $170 |
| 611E08901 21" CONDUIT, TYPE B, AS PER PLAN | 22 FT | $160 | $230 |
| 611E09100 21" CONDUIT, TYPE C | 8 FT | $325 | $670 |
| 611E09700 21" CONDUIT, TYPE F, 707.05, 707.21, OR 707.33 | 75 FT | $130 | $340 |
| 611E10400 24" CONDUIT, TYPE B | 266 FT | $190 | $180 |
| 611E13400 30" CONDUIT, TYPE B | 634 FT | $185 | $300 |
| 611E13400 30" CONDUIT, TYPE B, 748.01 | 207 FT | $475 | $650 |
| 611E97400 CONDUIT, MISC.: 20" CONDUIT, TYPE C, 748.01 | 191 FT | $220 | $420 |
| 611E98150 CATCH BASIN, NO. 3 | 6 EACH | $5,600 | $7,500 |
| 611E98180 CATCH BASIN, NO. 3A | 20 EACH | $4,600 | $5,400 |
| 611E98181 CATCH BASIN, NO. 3A, AS PER PLAN | 1 EACH | $7,300 | $7,600 |
| 611E98470 CATCH BASIN, NO. 2-2B | 6 EACH | $2,800 | $3,500 |
| 611E98510 CATCH BASIN, NO. 2-3 | 1 EACH | $3,350 | $7,600 |
| 611E98540 CATCH BASIN, NO. 2-4 | 1 EACH | $4,400 | $5,000 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 3 EACH | $900 | $1,300 |
| 611E99574 MANHOLE, NO. 3 | 20 EACH | $5,650 | $6,700 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 1 EACH | $4,350 | $12,000 |
| 611E99586 MANHOLE, NO. 3 WITH 108" BASE I.D. AND 12" WEIR | 1 EACH | $22,600 | $25,000 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $925 | $1,200 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 15,000 LB | $2.25 | $2.89 |
| 611E99900 DRAINAGE STRUCTURE, MISC.: STORM DROP MANHOLE | 1 EACH | $20,500 | $16,000 |
| 611E99900 DRAINAGE STRUCTURE, MISC.: UTILITY TEST HOLE | 8 EACH | $2,225 | $5,400 |
| 895E10040 MANUFACTURED WATER QUALITY STRUCTURE, TYPE 4 | 1 EACH | $50,000 | $62,000 |
| 611E04900 12" CONDUIT, TYPE D | 43 FT | $65.00 | $260 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 353 FT | $1.50 | $2.00 |
| 304E20000 AGGREGATE BASE | 2,363 CY | $88.00 | $130 |
| 407E20000 NON-TRACKING TACK COAT | 1,090 GAL | $4.50 | $4.50 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 729 CY | $77.00 | $100 |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 455 CY | $350 | $350 |
| 442E20170 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 530 CY | $298 | $300 |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 311 SY | $155 | $110 |
| 452E13070 9.5" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 1,848 SY | $122 | $130 |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 70 FT | $78.00 | $100 |
| 609E14000 CURB, TYPE 2-A | 951 FT | $17.00 | $20.00 |
| 609E26000 CURB, TYPE 6 | 1,968 FT | $42.00 | $45.00 |
| 609E26001 CURB, TYPE 6, AS PER PLAN | 921 FT | $50.00 | $45.00 |
| 638E06704 20" STEEL PIPE ENCASEMENT, OPEN CUT | 185 FT | $280 | $520 |
| 638E09200 12" CUTTING-IN SLEEVE, VALVE AND VALVE BOX, CWD ST | 4 EACH | $9,550 | $7,300 |
| 638E10700 FIRE HYDRANT REMOVED AND DISPOSED OF | 4 EACH | $1,750 | $700 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 4 EACH | $240 | $800 |
| 638E20174 SPECIAL - 12" WATER MAIN DIP CLASS 52 PUSH ON JOIN | 1,581 FT | $255 | $375 |
| 638E20496 SPECIAL - TEMPORARY BY PASS COMPLETE WITH JOINTS A | 1,600 FT | $35.00 | $305 |
| 638E20586 SPECIAL - 12" GATE VALVE WITH VALVE BOX, CWD STD-0 | 3 EACH | $4,900 | $6,050 |
| 638E98000 WATER WORK, MISC.: FURNISHING AND SETTING 6" HYDRA | 3 EACH | $11,500 | $13,000 |
| 638E98000 WATER WORK, MISC.:REPLACE 1 1/2" & SMALLER WATER S | 1 EACH | $3,700 | $6,300 |
| 638E98000 WATER WORK, MISC.:REPLACE 2" & SMALLER WATER SERVI | 2 EACH | $6,100 | $11,000 |
| 638E98100 WATER WORK, MISC.: CLEVELAND WATER DEPARTMENT CHAR | 1 LS | $24,385 | $24,385 |
| 638E98100 WATER WORK, MISC.: TEMPORARY BY PASS FOR WATER SER | 1 LS | $2,200 | $120,000 |
| 638E98600 WATER WORK, MISC.: FILL AND PLUG EXISTING CONDUIT | 482 FT | $30.00 | $125 |
| 611E13400 30" CONDUIT, TYPE B | 58 FT | $1,040 | $3,700 |
| 611E20901 48" CONDUIT, TYPE B, AS PER PLAN, 707.75 | 163 FT | $975 | $3,500 |
| 611E21101 48" CONDUIT, TYPE C, AS PER PLAN, 707.75 | 158 FT | $850 | $1,500 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $800 | $1,400 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 5 EACH | $20,000 | $27,000 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 4 EACH | $900 | $2,000 |
| 611E99900 DRAINAGE STRUCTURE, MISC.: DOGHOUSE MANHOLE | 2 EACH | $68,000 | $78,000 |
| 611E00400 4" CONDUIT, TYPE E | 100 FT | $42.49 | $9.00 |
| 625E00450 CONNECTION, FUSED PULL APART | 32 EACH | $110 | $240 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 9 EACH | $110 | $240 |
| 625E10490 LIGHT POLE, CONVENTIONAL, A12B35 | 9 EACH | $3,200 | $3,000 |
| 625E10490 LIGHT POLE, CONVENTIONAL, AT12B37 | 7 EACH | $3,650 | $3,500 |
| 625E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE | 36 EACH | $190 | $240 |
| 625E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP | 7 EACH | $1,700 | $1,500 |
| 625E23302 NO. 6 AWG 2400 VOLT DISTRIBUTION CABLE | 11,715 FT | $3.40 | $3.08 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 1,532 FT | $1.50 | $2.00 |
| 625E25400 CONDUIT, 2", 725.04 | 5,767 FT | $21.00 | $24.00 |
| 625E25500 CONDUIT, 3", 725.04 | 454 FT | $27.00 | $52.00 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 16 EACH | $465 | $570 |
| 625E27503 LUMINAIRE, UNDERPASS, SOLID STATE (LED), AS PER PL | 2 EACH | $550 | $1,100 |
| 625E29000 TRENCH | 1,151 FT | $12.00 | $12.00 |
| 625E29910 TRANSITION JUNCTION BOX | 9 EACH | $2,750 | $3,900 |
| 625E29920 STRUCTURE JUNCTION BOX | 9 EACH | $2,825 | $3,900 |
| 625E30706 PULL BOX, 725.08, 24" | 5 EACH | $1,200 | $1,500 |
| 625E32000 GROUND ROD | 7 EACH | $265 | $400 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $6,750 | $9,300 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $9,200 | $15,000 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 1,151 FT | $3.00 | $2.00 |
| 625E37101 SERVICE TO UNDERPASS LIGHTING, AS PER PLAN | 1 EACH | $8,100 | $11,000 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $6,000 | $13,000 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (CUY 14/HENRY) | 1 EACH | $3,500 | $1,700 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 361.5 FT | $9.50 | $9.50 |
| 630E08600 SIGN POST REFLECTOR | 4 EACH | $30.00 | $30.00 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 5 EACH | $75.00 | $75.00 |
| 630E80100 SIGN, FLAT SHEET | 236.9 SF | $22.50 | $22.50 |
| 630E80101 SIGN, FLAT SHEET, AS PER PLAN | 5.5 SF | $40.00 | $40.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 10 EACH | $30.00 | $30.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $100 | $100 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 11 EACH | $30.00 | $30.00 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 25 EACH | $30.00 | $30.00 |
| 630E87520 REMOVAL OF POLE MOUNTED SIGN AND REERECTION | 2 EACH | $65.00 | $65.00 |
| 646E10000 EDGE LINE, 4" (WHITE) | 0.05 MILE | $4,225 | $4,200 |
| 646E10100 LANE LINE, 4" | 0.68 MILE | $2,750 | $2,800 |
| 646E10200 CENTER LINE | 0.92 MILE | $5,500 | $5,500 |
| 646E10300 CHANNELIZING LINE, 8" | 577 FT | $2.50 | $2.50 |
| 646E10400 STOP LINE | 90 FT | $12.50 | $12.50 |
| 646E10510 CROSSWALK LINE, 12" | 265 FT | $8.00 | $8.00 |
| 646E10600 TRANSVERSE/DIAGONAL LINE (WHITE/YELLOW) | 249 FT | $10.00 | $10.00 |
| 646E10800 ISLAND MARKING | 51 SF | $7.25 | $7.50 |
| 646E20300 LANE ARROW | 14 EACH | $225 | $230 |
| 625E25012 CONDUIT, 3/4", 725.051 | 16 FT | $9.00 | $14.00 |
| 625E25408 CONDUIT, 2", 725.051 | 581 FT | $11.00 | $11.00 |
| 625E25502 CONDUIT, 3", 725.05, SCH80 | 161 FT | $32.00 | $58.00 |
| 625E25604 CONDUIT, 4", 725.051 | 33 FT | $19.00 | $28.00 |
| 625E25803 CONDUIT, CONCRETE ENCASED, AS PER PLAN, 2" | 502 FT | $26.00 | $36.00 |
| 625E25803 CONDUIT, CONCRETE ENCASED, AS PER PLAN, 3" | 108 FT | $46.00 | $42.00 |
| 625E25920 CONDUIT, MISC.: 3" FIBERGLASS CONDUIT | 127 FT | $40.00 | $81.00 |
| 625E29000 TRENCH | 557 FT | $12.00 | $13.00 |
| 625E29920 STRUCTURE JUNCTION BOX | 4 EACH | $2,825 | $3,700 |
| 625E30700 PULL BOX, 725.08, 18" | 5 EACH | $1,000 | $1,400 |
| 625E30820 PULL BOX, 725.12, SIZE 7 | 2 EACH | $1,200 | $1,400 |
| 625E32000 GROUND ROD | 3 EACH | $265 | $310 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $6,750 | $7,200 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 557 FT | $3.00 | $2.00 |
| 630E79200 SIGN ATTACHMENT ASSEMBLY, MAST ARM | 4 EACH | $851 | $800 |
| 630E80100 SIGN, FLAT SHEET | 46 SF | $16.94 | $40.00 |
| 630E80101 SIGN, FLAT SHEET, AS PER PLAN | 8 SF | $31.76 | $55.00 |
| 632E05006 VEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, | 7 EACH | $1,300 | $1,200 |
| 632E05086 VEHICULAR SIGNAL HEAD, (LED), 5-SECTION, 12" LENS, | 1 EACH | $2,100 | $2,000 |
| 632E20731 PEDESTRIAN SIGNAL HEAD (LED), TYPE D2, COUNTDOWN, | 4 EACH | $825 | $880 |
| 632E25000 COVERING OF VEHICULAR SIGNAL HEAD | 8 EACH | $40.00 | $50.00 |
| 632E25010 COVERING OF PEDESTRIAN SIGNAL HEAD | 4 EACH | $30.00 | $50.00 |
| 632E26000 PEDESTRIAN PUSHBUTTON | 2 EACH | $265 | $380 |
| 632E26001 PEDESTRIAN PUSHBUTTON, AS PER PLAN | 2 EACH | $340 | $300 |
| 632E40400 SIGNAL CABLE, 4 CONDUCTOR, NO. 14 AWG | 1,081 FT | $2.60 | $3.50 |
| 632E40500 SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG | 485 FT | $2.80 | $3.50 |
| 632E40700 SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG | 686 FT | $2.95 | $4.00 |
| 632E40900 SIGNAL CABLE, 9 CONDUCTOR, NO. 14 AWG | 465 FT | $3.60 | $4.00 |
| 632E64000 STRAIN POLE FOUNDATION | 1 EACH | $7,050 | $7,500 |
| 632E64020 PEDESTAL FOUNDATION | 2 EACH | $1,100 | $850 |
| 632E64950 TEST HOLE PERFORMED | 1 EACH | $300 | $350 |
| 632E65300 LOOP DETECTOR LEAD-IN CABLE, 2 CONDUCTOR, NO. 14 A | 545 FT | $1.40 | $1.50 |
| 632E68200 POWER CABLE, 2 CONDUCTOR, NO. 6 AWG | 361 FT | $5.35 | $5.50 |
| 632E70000 POWER SERVICE | 1 EACH | $1,350 | $2,600 |
| 632E70400 CONDUIT RISER, 2" DIAMETER | 1 EACH | $650 | $1,800 |
| 632E71244 SIGNAL SUPPORT, TYPE TC-12.31 DESIGN 6 POLE, WITH | 1 EACH | $22,250 | $23,000 |
| 632E72140 SIGNAL SUPPORT, TYPE TC-81.22, DESIGN 13 | 1 EACH | $16,600 | $17,000 |
| 632E80700 SIGNAL SUPPORT, MISC.: POLE ANCHOR BOLTS ON STRUCT | 10 EACH | $899 | $730 |
| 632E86120 STRAIN POLE, TYPE TC-81.11, DESIGN 8 | 1 EACH | $8,500 | $8,500 |
| 632E89510 PEDESTAL, 5' | 2 EACH | $575 | $1,300 |
| 632E89802 PEDESTAL, 5', TRANSFORMER BASE | 2 EACH | $850 | $1,800 |
| 632E90010 PEDESTAL, MISC.: PEDESTAL ANCHOR BOLTS ON STRUCTUR | 8 EACH | $186 | $130 |
| 632E90100 REMOVAL OF TRAFFIC SIGNAL INSTALLATION | 1 EACH | $2,000 | $3,600 |
| 633E65511 CABINET, TYPE TS-2, AS PER PLAN | 1 EACH | $15,750 | $15,000 |
| 633E75001 UNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS | 1 EACH | $7,700 | $8,300 |
| 809E69101 STOP LINE RADAR DETECTION, AS PER PLAN | 2 EACH | $9,550 | $10,000 |
| 809E69123 ATC CONTROLLER, AS PER PLAN | 1 EACH | $9,550 | $6,600 |
| 809E69201 EMERGENCY VEHICLE PREEMPTION, AS PER PLAN | 1 EACH | $525 | $600 |
| 809E69210 PREEMPT RECEIVING UNIT | 3 EACH | $1,160 | $1,300 |
| 809E69220 PREEMPT DETECTOR CABLE | 1,081 FT | $2.35 | $1.50 |
| 809E69230 PREEMPT PHASE SELECTOR | 1 EACH | $4,250 | $4,800 |
| 809E69240 PREEMPT CONFIRMATION LIGHT | 3 EACH | $797 | $600 |
| 661E40080 DECIDUOUS TREE, 2" CALIPER, Juniperus virginiana, | 10 EACH | $1,000 | $1,000 |
| 202E56000 BUILDING DEMOLISHED, PARCEL 17, 1 STORY METAL BUIL | 1 LS | $19,000 | $72,000 |
| 202E11004 STRUCTURE REMOVED | 1 EACH | $200 | $720 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 55 FT | $22.00 | $25.50 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN | 55 FT | $570 | $910 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $500 | $2,600 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 400 HOUR | $93.47 | $90.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 3,712 FT | $2.00 | $2.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,025 | $2,900 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 409 CY | $350 | $461 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 ONE-WAY | 79 EACH | $6.50 | $6.50 |
| 614E13350 OBJECT MARKER, ONE WAY | 138 EACH | $9.15 | $9.00 |
| 614E18002 MAINTAINING TRAFFIC, MISC.: TEMPORARY SIGNALIZATIO | 1 LS | $27,750 | $77,000 |
| 614E20000 WORK ZONE LANE LINE, CLASS I, 4" | 0.03 MILE | $4,100 | $4,100 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 1.12 MILE | $1,825 | $1,800 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.1 MILE | $15,500 | $16,000 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" (WHITE) | 1.59 MILE | $1,600 | $1,600 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I ( | 0.1 MILE | $8,600 | $8,600 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 360 FT | $0.60 | $0.50 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 1,000 FT | $1.25 | $1.50 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 139 FT | $3.95 | $4.00 |
| 614E30000 WORK ZONE ARROW, CLASS I | 6 EACH | $50.00 | $50.00 |
| 614E32700 WORK ZONE ISLAND MARKING, CLASS I | 114 SF | $3.00 | $3.00 |
| 614E40051 BUSINESS ENTRANCE SIGN, AS PER PLAN | 4 EACH | $150 | $150 |
| 616E10000 WATER | 358 MGAL | $62.79 | $130 |
| 622E41060 DUAL PORTABLE BARRIER TRANSITION/TERMINATION | 1 EACH | $1,172 | $10,000 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,870 FT | $20.00 | $28.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 3,900 FT | $40.00 | $60.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 508 CY | $77.00 | $54.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $15,000 | $40,000 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 915 SY | $103 | $56.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $200,000 | $1.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 216,815 LB | $1.65 | $1.69 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 182 CY | $1,650 | $1,400 |
| 511E51512 CLASS QC2 CONCRETE WITH QC/QA, SIDEWALK | 1,126 CY | $400 | $360 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: MOMENT SLAB | 943 CY | $380 | $375 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN (PERMANE | 806 SY | $15.00 | $33.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 1,816 SY | $9.00 | $27.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 4,795 SY | $28.00 | $49.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 2,085 SF | $9.00 | $8.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 4,860 SF | $8.00 | $9.00 |
| 840E21000 WALL EXCAVATION | 2,790 CY | $33.00 | $45.00 |
| 840E22000 FOUNDATION PREPARATION | 4,264 SY | $33.00 | $45.00 |
| 840E25010 6" DRAINAGE PIPE, PERFORATED | 3,194 FT | $15.00 | $17.00 |
| 840E26000 CONCRETE COPING | 1,598 FT | $250 | $180 |
| 840E26050 AESTHETIC SURFACE TREATMENT | 6,438 SF | $2.00 | $3.00 |
| 840E27000 ON-SITE ASSISTANCE | 5 DAY | $500 | $450 |
| 840E28000 SGB INSPECTION AND COMPACTION TESTING | 1 LS | $105,000 | $130,000 |
| 202E22900 APPROACH SLAB REMOVED | 293 SY | $24.75 | $65.00 |
| 203E65000 SPECIAL - SETTLEMENT PLATFORM | 15 EACH | $2,800 | $1,600 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $75,000 | $65,000 |
| 507E00700 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 4,220 FT | $45.00 | $33.00 |
| 507E93300 STEEL POINTS OR SHOES | 211 EACH | $650 | $630 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 111 CY | $1,725 | $1,300 |
| 511E45602 CLASS QC4 MASS CONCRETE, SUBSTRUCTURE WITH QC/QA | 555 CY | $950 | $750 |
| 511E51512 CLASS QC2 CONCRETE WITH QC/QA, SIDEWALK | 369 CY | $405 | $425 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 894 SY | $9.00 | $27.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 4,519 SY | $28.00 | $49.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 15,350 EACH | $4.70 | $4.70 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 10,796 SF | $14.00 | $14.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 10,796 SF | $10.00 | $10.00 |
| 514E10000 FINAL INSPECTION REPAIR | 7 EACH | $1.00 | $1.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 374 FT | $81.00 | $40.00 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 330 FT | $750 | $750 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 337 SF | $18.00 | $9.50 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 445 SF | $20.00 | $12.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 11 EACH | $3,525 | $4,300 |
| 516E44300 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 9 EACH | $4,600 | $5,800 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 9 EACH | $2,150 | $3,400 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 9 EACH | $3,100 | $3,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 69 CY | $167 | $170 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 455 FT | $14.00 | $22.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 70 FT | $29.00 | $30.50 |
| 523E20000 DYNAMIC LOAD TESTING | 4 EACH | $7,170 | $4,200 |
| 526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER | 642 SY | $510 | $450 |
| 526E90030 TYPE C INSTALLATION | 374 FT | $240 | $250 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 2,099 SY | $32.00 | $23.50 |
| 530E14000 SPECIAL - STRUCTURAL SURVEY AND MONITORING OF VIBR | 1 LS | $8,760 | $25,000 |
| 623E38501 MONUMENT ASSEMBLY, TYPE C, AS PER PLAN | 3 EACH | $2,400 | $600 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $55,000 | $200,000 |
| 100E51200 DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION ADVIS | 38,000 EACH | $1.00 | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $450,000 | $370,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $2,000 | $10,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $275,000 | $65,000 |
| 619E16021 FIELD OFFICE, TYPE C, AS PER PLAN | 48 MNTH | $5,800 | $11,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $250,000 | $620,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $350,000 | $2,700,000 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1,244 CY | $210 | $170 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 30,281 LB | $2.21 | $1.72 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 136 EACH | $36.00 | $31.00 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:' CAST IN PLACE SECTIONS | 92 CY | $1,300 | $1,300 |
| 512E33001 TYPE 2 WATERPROOFING, AS PER PLAN | 1,163 SY | $30.00 | $53.50 |
| 512E33010 TYPE 3 WATERPROOFING | 254 SY | $70.00 | $53.70 |
| 611E97400 CONDUIT, MISC.:' PRECAST 4?X6? CONDUIT, TYPE A, 70 | 55 FT | $950 | $1,900 |
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05 | 156 FT | $1,050 | $1,600 |
| 611E99731 JUNCTION CHAMBER, AS PER PLAN | 1 EACH | $38,000 | $53,000 |
| 611E97400 CONDUIT, MISC.:' 22'x7', TYPE A, PRECAST REINFORCE | 140 FT | $3,500 | $6,600 |
| 611E99621 MANHOLE, NO. 5, AS PER PLAN | 1 EACH | $5,000 | $6,800 |
| 867E00100 TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH | 1 LS | $140,000 | $85,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 1,518,413 LB | $3.35 | $5.09M | 11% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $4,100,000 | $4.10M | 8% |
| 203E98500 ROADWAY, MISC.: COLUMN-SUPPORTED EMBANKMENTS AND W | 1 LS | $3,000,000 | $3.00M | 6% |
| 624E10000 MOBILIZATION | 1 LS | $2,410,000 | $2.41M | 5% |
| 867E00100 TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH | 1 LS | $2,100,000 | $2.10M | 4% |
| 840E23000 SELECT GRANULAR BACKFILL | 28,012 CY | $73.5 | $2.06M | 4% |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 1,499 CY | $1,300 | $1.95M | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 1,063,710 LB | $1.65 | $1.76M | 4% |
| 840E20000 MECHANICALLY STABILIZED EARTH WALL | 37,571 SF | $45 | $1.69M | 3% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $1,350,000 | $1.35M | 3% |