HAM-SR 562-00.54
HAM County · est $13M
Bid dateThursday, June 8—
HAM County · est $13M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 216 more items below.
| Item | Quantity | R1Great Lakes Construction CO | R2Complete General Construction Company | % of bid |
|---|---|---|---|---|
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 50,000 DLR | $80.00 | $90.00 | 25% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 50,000 DLR | $80.00 | $90.00 | 25% |
| 442E10301 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 5,152 CY | $274 | $274 | 9% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 12,332 SY | $65.00 | $75.00 | 5% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $731,860 | $3,400,000 | 5% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 12,332 SY | $50.00 | $70.00 | 4% |
| 630E72410 OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 1 | 10 EACH | $61,200 | $63,850 | 4% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: Parapet | 426 CY | $1,000 | $1,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400,000 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $391,535 | $1,500,000 | 2% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 401 FT | $950 | $900 | 2% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $294,250 | $1,100,000 | 2% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 25,574 SF | $10.00 | $10.00 | 2% |
| 630E84510 RIGID OVERHEAD SIGN SUPPORT FOUNDATION | 26 EACH | $9,150 | $7,150 | 2% |
| 630E72330 OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 10 | 7 EACH | $33,600 | $36,850 | 1% |
| 252E01000 FULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REP | 820 SY | $286 | $290 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 123,422 SY | $1.60 | $1.60 | 1% |
| 516E10501 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC C | 174 FT | $1,100 | $1,200 | 1% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 172 FT | $1,100 | $1,200 | 1% |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 13,250 LB | $14.15 | $7.00 | 1% |
| Item | Quantity | R1Great Lakes Construction CO | R2Complete General Construction Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $50,000 | $150,000 |
| 202E30000 WALK REMOVED | 80 SF | $8.00 | $6.00 |
| 202E30701 CONCRETE BARRIER REMOVED, AS PER PLAN | 365 FT | $55.00 | $65.00 |
| 202E32000 CURB REMOVED | 18 FT | $30.00 | $23.00 |
| 202E38000 GUARDRAIL REMOVED | 6,450 FT | $5.00 | $2.00 |
| 202E42206 ANCHOR ASSEMBLY REMOVED | 18 EACH | $125 | $550 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED |
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 →
| 11 EACH |
| $150 |
| $480 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,875 FT | $20.00 | $20.20 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 4,575 FT | $22.50 | $21.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 9 EACH | $2,600 | $2,650 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 9 EACH | $1,250 | $1,375 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 7 EACH | $2,500 | $2,385 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 4 EACH | $425 | $600 |
| 608E10000 4" CONCRETE WALK | 25 SF | $26.00 | $75.00 |
| 608E52000 CURB RAMP | 50 SF | $55.00 | $85.00 |
| 622E90000 BARRIER, MISC.:CONCRETE BARRIER, AS PER PLAN | 365 FT | $400 | $450 |
| 690E98100 SPECIAL - MISC: TREE TRIMMING | 2,000 FT | $20.00 | $18.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $200 | $200 |
| 659E00300 TOPSOIL | 1,129 CY | $65.00 | $40.00 |
| 659E10000 SEEDING AND MULCHING | 10,166 SY | $1.75 | $1.75 |
| 659E14000 REPAIR SEEDING AND MULCHING | 508 SY | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 1.38 TON | $1,500 | $1,500 |
| 659E31000 LIME | 2.1 ACRE | $200 | $200 |
| 659E35000 WATER | 56 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 127,000 EACH | $1.00 | $1.00 |
| 690E98600 SPECIAL - MISC.: DRAINAGE SYSTEM CLEANING, 36" AND | 80 HOUR | $1,000 | $700 |
| 690E98600 SPECIAL - MISC.: DRAINAGE SYSTEM CLEANING, OVER 36 | 40 HOUR | $1,000 | $800 |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) | 72 CY | $1,190 | $1,190 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 3,814 FT | $2.50 | $2.00 |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN | 2 CY | $200 | $800 |
| 254E01600 PATCHING PLANED SURFACE | 6,179 SY | $7.50 | $7.50 |
| 407E20000 NON-TRACKING TACK COAT | 10,497 GAL | $4.00 | $4.00 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 3,512 CY | $9.00 | $9.00 |
| 609E23001 COMBINATION CURB AND GUTTER, TYPE 4, AS PER PLAN | 126 FT | $115 | $30.00 |
| 609E26000 CURB, TYPE 6 | 7 FT | $250 | $60.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 7.9 MILE | $865 | $6,000 |
| 625E27521 REMOVAL OF LUMINAIRE AND REERECTION, AS PER PLAN | 44 EACH | $600 | $750 |
| 621E00100 RPM | 334 EACH | $36.30 | $37.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 334 EACH | $12.00 | $11.00 |
| 625E32000 GROUND ROD | 36 EACH | $330 | $320 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL, YELLOW/Y | 14 EACH | $14.00 | $14.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, ONE WAY, WHITE | 88 EACH | $15.00 | $14.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 726 FT | $17.00 | $14.00 |
| 630E06500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 29.2 FT | $30.00 | $40.00 |
| 630E07600 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 34 FT | $65.00 | $48.00 |
| 630E08600 SIGN POST REFLECTOR | 7 EACH | $68.50 | $45.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 4 EACH | $465 | $535 |
| 630E20401 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 4, AS | 1 EACH | $15,000 | $14,750 |
| 630E72110 OVERHEAD SIGN SUPPORT, TYPE TC-9.11, DESIGN 2 | 2 EACH | $11,825 | $16,880 |
| 630E72320 OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 6 | 5 EACH | $23,550 | $26,250 |
| 630E72340 OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 12 | 1 EACH | $39,400 | $43,475 |
| 630E75000 SIGN ATTACHMENT ASSEMBLY | 22 EACH | $495 | $720 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 3 EACH | $130 | $185 |
| 630E80100 SIGN, FLAT SHEET | 770.2 SF | $16.50 | $16.00 |
| 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET | 78 SF | $28.00 | $22.00 |
| 630E80224 SIGN, OVERHEAD EXTRUSHEET | 5,901.5 SF | $31.50 | $22.00 |
| 630E80225 SIGN, OVERHEAD EXTRUSHEET, AS PER PLAN | 64 SF | $52.00 | $24.20 |
| 630E80300 SIGN, TEMPORARY OVERLAY | 36 SF | $25.00 | $25.00 |
| 630E81020 CONCRETE MEDIAN BARRIER SIGN BRACKET | 23 EACH | $525 | $510 |
| 630E84011 CONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUN | 6 EACH | $17,000 | $9,750 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 4 EACH | $1,250 | $745 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 56 EACH | $20.00 | $10.00 |
| 630E85400 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL | 1 EACH | $275 | $235 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 23 EACH | $25.00 | $15.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 4 EACH | $200 | $245 |
| 630E86310 REMOVAL OF STRUCTURE MOUNTED SIGN AND DISPOSAL | 6 EACH | $350 | $275 |
| 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | 69 EACH | $275 | $225 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 7 EACH | $37.00 | $40.00 |
| 630E89702 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL | 16 EACH | $2,800 | $1,275 |
| 630E89802 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYP | 10 EACH | $4,200 | $2,050 |
| 630E89902 REMOVAL OF MISCELLANEOUS TRAFFIC CONTROL ITEM: BAR | 32 EACH | $125 | $35.00 |
| 630E89902 REMOVAL OF MISCELLANEOUS TRAFFIC CONTROL ITEM: BAR | 16 EACH | $125 | $50.00 |
| 631E94470 REMOVAL OF SIGN SERVICE | 2 EACH | $1,090 | $525 |
| 632E26500 DETECTOR LOOP | 12 EACH | $1,420 | $3,500 |
| 632E27200 LOOP DETECTOR TIE IN | 12 EACH | $122 | $200 |
| 642E00400 CHANNELIZING LINE, 8", TYPE 1 | 400 FT | $8.95 | $8.95 |
| 644E00104 EDGE LINE, 6" | 10.23 MILE | $3,615 | $3,615 |
| 644E00204 LANE LINE, 6" | 3.63 MILE | $1,700 | $1,700 |
| 644E00404 CHANNELIZING LINE, 12" | 7,860 FT | $1.50 | $1.50 |
| 644E00500 STOP LINE | 302 FT | $5.95 | $5.95 |
| 644E00620 CROSSWALK LINE, 12" | 479 FT | $4.95 | $4.95 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 2,110 FT | $5.45 | $5.45 |
| 644E00720 CHEVRON MARKING, WHITE | 1,565 FT | $5.45 | $5.45 |
| 644E01300 LANE ARROW, 6' | 32 EACH | $125 | $125 |
| 644E01360 WRONG WAY ARROW | 4 EACH | $300 | $300 |
| 644E01510 DOTTED LINE, 6", WHITE | 6,671 FT | $1.30 | $1.30 |
| 644E01520 DOTTED LINE, 12", WHITE | 2,060 FT | $1.40 | $1.40 |
| 646E10010 EDGE LINE, 6" | 2.8 MILE | $5,335 | $5,335 |
| 646E10110 LANE LINE, 6" | 1.4 MILE | $2,105 | $2,105 |
| 646E20504 DOTTED LINE, 6", WHITE | 910 FT | $2.50 | $2.50 |
| 809E70000 MAINTAINING ITS DURING CONSTRUCTION | 1 LS | $12,000 | $25,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 320 HOUR | $80.00 | $95.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,300 | $2,300 |
| 614E12420 DETOUR SIGNING | 1 LS | $80,000 | $77,990 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 31 EACH | $14.00 | $14.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 31 EACH | $19.00 | $19.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 36 SNMT | $1,050 | $1,050 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 5.03 MILE | $515 | $515 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 13.03 MILE | $1,345 | $1,345 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.07 MILE | $9,500 | $9,500 |
| 614E22326 WORK ZONE EDGE LINE, CLASS I, 6", 873 | 0.69 MILE | $9,800 | $9,800 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 400 FT | $0.85 | $0.85 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 7,860 FT | $0.95 | $0.95 |
| 614E24122 WORK ZONE DOTTED LINE, CLASS I, 6", 873 | 215 FT | $2.00 | $2.00 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 7,581 FT | $0.80 | $0.80 |
| 614E24208 WORK ZONE DOTTED LINE, CLASS I, 12", 642 PAINT | 2,060 FT | $0.90 | $0.90 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 150 FT | $1.25 | $1.25 |
| 614E25200 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 P | 2,110 FT | $3.25 | $3.25 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 302 FT | $3.50 | $3.50 |
| 614E27050 WORK ZONE CROSSWALK LINE, CLASS I, 12", 642 PAINT | 479 FT | $3.00 | $3.00 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT,(WRONG WAY) | 4 EACH | $150 | $150 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT,6' | 32 EACH | $85.00 | $85.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,080 FT | $23.00 | $20.50 |
| 642E00400 CHANNELIZING LINE, 8", TYPE 1 | 400 FT | $8.95 | $8.95 |
| 644E00204 LANE LINE, 6" | 0.04 MILE | $1,700 | $1,700 |
| 644E01510 DOTTED LINE, 6" | 1,734 FT | $1.30 | $1.30 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 400 LB | $2.79 | $1.63 |
| 509E25001 UNCOATED STEEL REINFORCEMENT, AS PER PLAN | 13,775 LB | $1.75 | $1.66 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENTITEM 509E30020 - | 6,149 FT | $1.30 | $1.34 |
| 510E09951 DOWEL HOLES WITH CEMENT GROUT, AS PER PLAN | 892 EACH | $18.00 | $20.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 31 CY | $3,800 | $3,900 |
| 511E34461 CLASS QC SCC CONCRETE, BRIDGE DECK (PARAPET), AS P | 72 CY | $1,500 | $1,700 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 13 CY | $2,000 | $2,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,122 SY | $24.50 | $24.50 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,544 SY | $13.50 | $13.50 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 824 SY | $27.00 | $27.00 |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 11,813 LB | $12.50 | $7.32 |
| 513E21001 TRIMMING OF BEAM END, AS PER PLAN | 20 EACH | $540 | $550 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,500 | $1,800 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $3,000 | $2,200 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $102,435 | $22,000 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 20 SF | $200 | $185 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 17 SY | $650 | $750 |
| 530E13000 SPECIAL - FORM LINER | 1,242 SF | $40.00 | $20.00 |
| 625E25400 CONDUIT, 2", 725.04 | 432 FT | $25.80 | $36.00 |
| 625E29000 TRENCH | 22 FT | $15.35 | $45.00 |
| 625E29002 TRENCH, 24" DEEP | 74 FT | $15.35 | $45.00 |
| 625E29940 BARRIER JUNCTION BOX | 1 EACH | $2,765 | $4,000 |
| 625E30710 PULL BOX, 725.08, 32" | 2 EACH | $3,550 | $5,000 |
| 625E35011 REMOVE AND REERECT EXISTING LIGHT POLE, AS PER PLA | 1 EACH | $2,065 | $5,000 |
| 625E39520 PULL BOX CLEANED | 4 EACH | $210 | $500 |
| 625E98200 LIGHTING, MISC.: (RESTORE EXISTING LIGHTING CIRCUI | 1 LS | $8,300 | $16,000 |
| 809E24500 CONDUIT, 4", MULTICELL, HDPE WITH 4 ? 1? INNERDUCT | 434 FT | $21.60 | $94.00 |
| 847E10000 MICRO SILICA MODIFIED CONCRETE OVERLAY (2 1/4") | 40 SY | $800 | $500 |
| 847E20000 MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE T | 1 CY | $650 | $4,000 |
| 847E30000 TEST SLAB | 1 LS | $2,500 | $2,000 |
| 847E30400 EXISTING CONCRETE OVERLAY REMOVED (2 1/4") | 40 SY | $175 | $280 |
| 847E50000 HAND CHIPPING | 1 SY | $180 | $300 |
| 690E98400 SPECIAL - MISC: WORK INVOLVING ASBESTOS CONTAINING | 1 LS | $100 | $900 |
| 202E30700 CONCRETE BARRIER REMOVED | 130 FT | $110 | $60.00 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 600 LB | $2.79 | $1.67 |
| 509E25001 UNCOATED STEEL REINFORCEMENT, AS PER PLAN | 67,336 LB | $1.75 | $1.65 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT 509E30020 NO. 4 | 42,748 FT | $1.30 | $1.34 |
| 510E09951 DOWEL HOLES WITH CEMENT GROUT, AS PER PLAN | 6,046 EACH | $25.00 | $20.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 4 EACH | $40.00 | $80.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 27 CY | $3,800 | $4,000 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 14 CY | $3,000 | $2,000 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:(CONCRETE BARRIER) | 15 CY | $3,000 | $1,600 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 4,082 SY | $23.50 | $23.50 |
| 513E21001 TRIMMING OF BEAM END, AS PER PLAN | 12 EACH | $540 | $550 |
| 513E95020 STRUCTURAL STEEL, MISC.:(PIER CAP REPAIRS) | 1 LS | $26,000 | $15,000 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 16 SF | $21.00 | $14.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 11 EACH | $2,750 | $1,800 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,700 | $1,900 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $101,740 | $25,000 |
| 518E63300 STRUCTURE DRAINAGE, MISC.: CLEAN & REPAIR EXISTING | 1 LS | $35,000 | $150,000 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 68 SF | $50.00 | $130 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 296 SF | $100 | $185 |
| 519E12610 SPECIAL - CONCRETE REPAIR BY EPOXY INJECTION INCLU | 22 FT | $75.00 | $180 |
| 530E00600 SPECIAL - STRUCTURESTIMBER SUBDECK | 6,377 SF | $17.15 | $8.00 |
| 601E34300 ROCK CHANNEL PROTECTION, TYPE D WITHOUT FILTER | 6 CY | $400 | $160 |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 41 FT | $350 | $325 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 2 EACH | $6,000 | $4,500 |
| 625E25400 CONDUIT, 2", 725.04 | 3,001 FT | $20.40 | $20.00 |
| 625E29000 TRENCH | 12 FT | $15.35 | $48.50 |
| 625E29002 TRENCH, 24" DEEP | 129 FT | $15.35 | $45.00 |
| 625E29940 BARRIER JUNCTION BOX | 14 EACH | $2,765 | $4,000 |
| 625E30711 PULL BOX, 725.08, 32", AS PER PLAN | 2 EACH | $3,550 | $5,000 |
| 625E35011 REMOVE AND REERECT EXISTING LIGHT POLE, AS PER PLA | 11 EACH | $2,200 | $1,500 |
| 625E39520 PULL BOX CLEANED | 3 EACH | $210 | $500 |
| 625E98200 LIGHTING, MISC.:(RESTORE EXISTING LIGHTING CIRCUIT | 1 LS | $39,210 | $82,000 |
| 809E24500 CONDUIT, 4", MULTICELL, HDPE WITH 4 ? 1? INNERDUCT | 1,409 FT | $19.25 | $88.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 14 CY | $800 | $381 |
| 848E50000 HAND CHIPPING | 245 SY | $200 | $90.00 |
| 848E50100 TEST SLAB | 1 LS | $3,500 | $2,000 |
| 848E50200 FULL-DEPTH REPAIR | 2 CY | $2,500 | $1,700 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (2 1/4" NOMINAL | 12,228 SY | $9.00 | $7.50 |
| 690E98400 SPECIAL - MISC: WORK INVOLVING ASBESTOS CONTAINING | 1 LS | $100 | $900 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $122,000 | $85,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $1,000 | $9,000 |
| 619E16020 FIELD OFFICE, TYPE C | 24 MNTH | $4,000 | $4,200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $25,000 | $50,000 |
| 690E98400 SPECIAL - CONSULTANT FOR CONCRETE QUALITY CONTROL | 1 LS | $67,000 | $40,000 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $86,265 | $400,000 |
| 509E25001 UNCOATED STEEL REINFORCEMENT, AS PER PLAN | 2,593 LB | $1.75 | $1.66 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 400 LB | $2.79 | $1.65 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 10 CY | $3,800 | $4,400 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 4 CY | $8,500 | $2,500 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 12 CY | $2,500 | $2,200 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 897 SY | $24.50 | $24.50 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,883 SY | $13.50 | $13.50 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 897 SY | $27.00 | $27.00 |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 6,980 LB | $7.50 | $7.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 26,803 SF | $4.00 | $4.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 26,803 SF | $3.50 | $3.50 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 26,803 SF | $2.00 | $2.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 40 MNHR | $150 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 23 EACH | $150 | $150 |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 170 FT | $1,100 | $900 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 24 EACH | $2,000 | $1,900 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $32,565 | $26,000 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 6 SF | $400 | $185 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 9 SY | $650 | $900 |
| 519E12610 SPECIAL - CONCRETE REPAIR BY EPOXY INJECTION INCLU | 20 FT | $75.00 | $180 |
| 625E35011 REMOVE AND REERECT EXISTING LIGHT POLE, AS PER PLA | 1 EACH | $2,600 | $5,000 |
| 690E98400 SPECIAL - MISC: WORK INVOLVING ASBESTOS CONTAINING | 1 LS | $100 | $900 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 50,000 DLR | $80 | $4.00M | 19% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 50,000 DLR | $80 | $4.00M | 19% |
| 442E10301 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 5,152 CY | $274 | $1.41M | 7% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 12,332 SY | $65 | $802k | 4% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $731,860 | $732k | 3% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 12,332 SY | $50 | $617k | 3% |
| 630E72410 OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 1 | 10 EACH | $61,200 | $612k | 3% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: Parapet | 426 CY | $1,000 | $426k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400k | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $391,535 | $392k | 2% |