D08-Bridge Maintenance FY2020
D08 County · est $2.3M
Bid dateThursday, February 27—
D08 County · est $2.3M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 8.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 131 more items below.
| Item | Quantity | R1Eagle Bridge CO | R2Suburban Maintenance & Construction | % of bid |
|---|---|---|---|---|
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $270,000 | $750,000 | 15% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 234 FT | $625 | $450 | 8% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $140,000 | $150,000 | 8% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $130,000 | $100,000 | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $115,000 | $90,000 | 6% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 1,200 HOUR | $90.00 | $70.00 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 5% |
| Item | Quantity | R1Eagle Bridge CO | R2Suburban Maintenance & Construction |
|---|---|---|---|
| 202E32000 CURB REMOVED | 120 FT | $15.00 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 1,916 FT | $1.50 | $3.00 |
| 203E20000 EMBANKMENT | 89 CY | $140 | $30.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 625 FT | $17.24 | $22.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 462.5 FT | $18.84 | $20.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 2 EACH | $2,365 | $2,500 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $987 |
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 →
| 161 FT |
| $550 |
| $550 |
| 5% |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 2,340 SF | $35.00 | $32.00 | 4% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $80,000 | $47,000 | 4% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 564 SF | $138 | $35.00 | 4% |
| 516E46930 BEARING DEVICE, MISC.:SHIMS | 1 LS | $60,000 | $30,000 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $60,000 | $65,000 | 3% |
| 607E39930 VANDAL PROTECTION FENCE, 12' CURVED, COATED FABRIC | 437 FT | $133 | $160 | 3% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 318 SF | $180 | $80.00 | 3% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 25 CY | $2,250 | $2,000 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $55,000 | $25,000 | 3% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 531 SF | $100 | $90.00 | 3% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 92 FT | $550 | $550 | 3% |
| 513E21600 STRUCTURAL STEEL FOR REHABILITATION, AS PER PLAN | 3,585 LB | $14.00 | $12.00 | 3% |
| $970 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 3 EACH | $2,245 | $2,100 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 3 EACH | $576 | $700 |
| 601E21060 TIED CONCRETE BLOCK MAT, TYPE 2 | 174 SY | $65.00 | $75.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $250 | $200 |
| 659E00300 TOPSOIL | 310 CY | $20.00 | $30.00 |
| 659E10000 SEEDING AND MULCHING | 2,791 SY | $3.00 | $3.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 140 SY | $2.00 | $3.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.38 TON | $1,250 | $800 |
| 659E31000 LIME | 0.58 ACRE | $10.00 | $300 |
| 659E35000 WATER | 16 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 11,500 EACH | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (VARIABLE DEPTH | 3,304 SY | $3.76 | $6.00 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 188 CY | $142 | $205 |
| 407E20000 NON-TRACKING TACK COAT | 716 GAL | $3.26 | $5.00 |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 153 CY | $200 | $255 |
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 243 CY | $141 | $230 |
| 609E24510 CURB, TYPE 4-C | 91 FT | $75.00 | $90.00 |
| 625E31510 PULL BOX REMOVED | 2 EACH | $1,954 | $503 |
| 625E31600 PULL BOX, MISC.: ADJUST TO GRADE | 2 EACH | $1,954 | $503 |
| 620E31200 REMOVAL OF DELINEATOR | 4 EACH | $22.02 | $80.00 |
| 621E00100 RPM | 17 EACH | $151 | $160 |
| 621E00300 RPM REFLECTOR | 4 EACH | $20.05 | $600 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 17 EACH | $15.00 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 15 EACH | $8.42 | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $25.06 | $300 |
| 644E00100 EDGE LINE, 4" | 0.19 MILE | $9,156 | $10,000 |
| 644E00300 CENTER LINE | 0.18 MILE | $10,725 | $15,000 |
| 644E00400 CHANNELIZING LINE, 8" | 80 FT | $1.15 | $1.20 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 166 FT | $4.51 | $5.00 |
| 644E01300 LANE ARROW | 4 EACH | $75.17 | $80.00 |
| 646E10000 EDGE LINE, 4" | 0.28 MILE | $27,804 | $30,000 |
| 646E10200 CENTER LINE | 0.17 MILE | $28,651 | $30,000 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 222 FT | $15.03 | $16.00 |
| 646E50100 REMOVAL OF PAVEMENT MARKING | 331 FT | $6.01 | $8.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $325 | $600 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $900 | $1,100 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 3 SNMT | $850 | $1,000 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 318 SF | $5.01 | $30.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 318 SF | $5.01 | $20.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 318 SF | $5.01 | $20.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 2 MNHR | $85.20 | $100 |
| 514E10000 FINAL INSPECTION REPAIR | 1 EACH | $150 | $300 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,163 LB | $2.00 | $2.00 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 1,493 LB | $1.00 | $2.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 96 EACH | $30.00 | $50.00 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 13 CY | $2,250 | $1,800 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 71 SY | $20.00 | $40.00 |
| 516E46700 RESET BEARING | 16 EACH | $225 | $1,000 |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 10 SY | $2,150 | $1,840 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $12,000 | $500 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 999 LB | $2.00 | $2.00 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 559 LB | $1.00 | $2.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 16 EACH | $25.00 | $50.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 12 CY | $2,250 | $2,000 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 7 CY | $2,250 | $1,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 376 SY | $20.00 | $40.00 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,257 SY | $11.50 | $25.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 91 SY | $40.00 | $60.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 564 SF | $5.01 | $20.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 564 SF | $5.01 | $10.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 564 SF | $5.01 | $10.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 1 MNHR | $85.20 | $125 |
| 514E10000 FINAL INSPECTION REPAIR | 1 EACH | $150 | $300 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 90 FT | $550 | $575 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $1,900 | $2,500 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $1,900 | $2,500 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $45,000 | $50,000 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 207 SF | $130 | $150 |
| 519E12200 PATCHING CONCRETE BRIDGE DECK - TYPE A | 10 SY | $600 | $1,350 |
| 607E98200 FENCE, MISC.:REMOVE AND REINSTALL PORTIONS OF VAND | 1 LS | $10,000 | $10,000 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 1 CY | $12,000 | $3,000 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 1 CY | $12,000 | $3,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 234 SY | $20.05 | $70.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 31 FT | $175 | $120 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 234 SY | $40.00 | $80.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $35,000 | $25,000 |
| 519E10000 PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO-S | 20 SY | $600 | $1,200 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 249 SF | $130 | $150 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $30,000 | $50,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $5,000 | $8,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 354 LB | $3.00 | $3.00 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 47 LB | $1.00 | $3.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 84 EACH | $35.00 | $50.00 |
| 511E45720 CLASS QC SCC CONCRETE, ABUTMENT | 4 CY | $4,000 | $5,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 7 SY | $20.00 | $100 |
| 516E41100 1/8" PREFORMED BEARING PAD | 9 EACH | $90.00 | $130 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $7,500 | $20,000 |
| 511E51510 CLASS QC2 CONCRETE, SIDEWALK | 1 CY | $6,000 | $5,000 |
| 519E10000 PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO-S | 12 SY | $2,000 | $2,000 |
| 202E75260 VANDAL PROTECTION FENCE REMOVED | 25 FT | $14.03 | $60.00 |
| 607E39921 VANDAL PROTECTION FENCE, 10' CURVED, COATED FABRIC | 25 FT | $130 | $200 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $15,000 | $20,000 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $25,000 | $35,000 |
| 202E22900 APPROACH SLAB REMOVED | 6 SY | $1,500 | $500 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $20,000 | $5,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 1,340 LB | $2.00 | $2.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 214 EACH | $30.00 | $50.00 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 12 CY | $3,250 | $2,200 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 50 SY | $20.00 | $50.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 12 SF | $9.00 | $8.00 |
| 516E42600 ELASTOMERIC BEARING PAD, MISC.:2" ELASTOMERIC STRI | 32 FT | $225 | $80.00 |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 8 SY | $3,750 | $1,840 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $15,000 | $10,000 |
| 516E01301 ELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, A | 54 FT | $165 | $140 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $27,500 | $10,000 |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 118 FT | $325 | $180 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $25,000 | $30,000 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 5 CY | $2,500 | $4,200 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 24 SY | $20.00 | $70.00 |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 672 SY | $9.00 | $20.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 143 SY | $40.00 | $80.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 116 FT | $60.00 | $80.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 2 SF | $15.00 | $8.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 2 SF | $30.00 | $10.00 |
| 642E00910 ISLAND MARKING | 323 SF | $7.37 | $8.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 499 LB | $2.00 | $2.00 |
| 202E22901 APPROACH SLAB REMOVED, AS PER PLAN | 50 SY | $200 | $220 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 88 EACH | $30.00 | $50.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 29 SY | $20.00 | $60.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 89 FT | $60.00 | $50.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 22 SF | $15.00 | $10.00 |
| 526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER | 50 SY | $700 | $500 |
| 526E90030 TYPE C INSTALLATION | 89 FT | $330 | $400 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $40,000 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $270,000 | $270k | 9% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 234 FT | $625 | $146k | 5% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $140,000 | $140k | 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $130,000 | $130k | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $115,000 | $115k | 4% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 1,200 HOUR | $90 | $108k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 161 FT | $550 | $89k | 3% |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 2,340 SF | $35 | $82k | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $80,000 | $80k | 3% |