Pau-SR 114-19.64/21.73 (Part 1, Part 2)
Paulding County · est $2.6M
Bid dateThursday, October 1—
Paulding County · est $2.6M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 175 more items below.
| Item | Quantity | R1Eagle Bridge CO | R2Miller Bros Const INC | R3Vernon Nagel INC | R4R & I Construction INC | R5Beaver Excavating Company | % of bid |
|---|---|---|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 244 CY | $750 | $675 | $750 | $1,000 | $860 | 15% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 175 CY | $950 | $750 | $1,100 | $1,000 | $930 | 13% |
| 624E10000 MOBILIZATION | 1 LS | $85,000 | $100,000 | $100,000 | $145,000 | $100,000 | 7% |
| 509E10000 EPOXY COATED REINFORCING STEEL |
| Item | Quantity | R1Eagle Bridge CO | R2Miller Bros Const INC | R3Vernon Nagel INC | R4R & I Construction INC | R5Beaver Excavating Company |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,500 | $12,000 | $1,000 | $5,000 | $25,000 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 1,101 SY | $8.00 | $6.50 | $8.00 | $6.50 | $10.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 408 FT | $7.00 | $9.00 | $5.00 | $5.00 | $17.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 729 FT |
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 →
| 66,407 LB |
| $1.00 |
| $1.10 |
| $1.00 |
| $2.00 |
| $1.10 |
| 5% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 490 SY | $130 | $120 | $155 | $175 | $126 | 5% |
| 511E21520 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 49 CY | $1,250 | $1,000 | $1,600 | $900 | $760 | 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $60,000 | $35,000 | $85,000 | $70,000 | $45,000 | 5% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 78 FT | $725 | $1,500 | $1,320 | $1,500 | $2,080 | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 54,522 LB | $1.00 | $1.10 | $1.00 | $2.00 | $1.10 | 4% |
| 611E95000 10' X 5' CONDUIT, TYPE A, 706.05 (DESIGN EARTH COV | 60 FT | $850 | $850 | $1,000 | $1,200 | $800 | 4% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 63 FT | $725 | $1,750 | $1,450 | $1,750 | $1,450 | 4% |
| 511E41010 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 45 CY | $1,000 | $950 | $950 | $800 | $705 | 4% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 75 CY | $600 | $525 | $500 | $600 | $550 | 4% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 75 CY | $600 | $525 | $500 | $600 | $535 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 216 CY | $205 | $205 | $205 | $205 | $205 | 4% |
| 511E41010 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 43 CY | $1,000 | $950 | $1,100 | $800 | $730 | 3% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 688 CY | $60.00 | $65.00 | $80.00 | $70.00 | $95.00 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 175 CY | $205 | $205 | $205 | $205 | $205 | 3% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 250.83 FT | $140 | $140 | $150 | $163 | $155 | 3% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 231 FT | $140 | $140 | $150 | $163 | $150 | 3% |
| $2.50 |
| $2.50 |
| $2.00 |
| $1.00 |
| $2.50 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 6 EACH | $200 | $350 | $225 | $100 | $350 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $175 | $285 | $225 | $100 | $275 |
| 203E10000 EXCAVATION | 1,199 CY | $15.00 | $15.00 | $15.00 | $8.00 | $25.00 |
| 203E20000 EMBANKMENT | 950 CY | $15.00 | $12.00 | $15.00 | $20.00 | $10.00 |
| 204E10000 SUBGRADE COMPACTION | 1,452 SY | $6.00 | $1.50 | $1.00 | $1.00 | $3.50 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 392 CY | $42.00 | $50.00 | $55.00 | $40.00 | $50.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $125 | $200 | $185 | $25.00 | $500 |
| 204E50000 GEOTEXTILE FABRIC | 811 SY | $1.50 | $1.70 | $1.25 | $1.00 | $1.95 |
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN | 463 FT | $20.00 | $20.00 | $19.00 | $20.70 | $20.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E(NCHRP 350 OR MASH 2016 | 7 EACH | $2,150 | $2,150 | $22.00 | $2,600 | $2,150 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $925 | $925 | $980 | $925 | $925 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 8 EACH | $1,950 | $1,950 | $2,100 | $2,175 | $1,950 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 1 EACH | $175 | $175 | $225 | $225 | $200 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 2 EACH | $50.00 | $50.00 | $165 | $165 | $150 |
| 659E00300 TOPSOIL | 413 CY | $5.00 | $25.00 | $30.00 | $20.00 | $70.00 |
| 659E10000 SEEDING AND MULCHING | 3,716 SY | $2.50 | $1.10 | $1.10 | $1.75 | $1.95 |
| 659E14000 REPAIR SEEDING AND MULCHING | 186 SY | $1.25 | $1.10 | $1.10 | $0.10 | $0.40 |
| 659E15000 INTER-SEEDING | 186 SY | $1.25 | $0.50 | $0.50 | $0.10 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.52 TON | $1,250 | $600 | $600 | $1,000 | $400 |
| 659E31000 LIME | 0.77 ACRE | $10.00 | $30.00 | $30.00 | $10.00 | $100 |
| 659E35000 WATER | 20 MGAL | $10.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 14,200 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 276 FT | $15.00 | $13.00 | $15.00 | $10.00 | $12.00 |
| 605E31100 AGGREGATE DRAINS | 173 FT | $9.00 | $12.00 | $15.00 | $10.00 | $15.00 |
| 611E01400 6" CONDUIT, TYPE E | 100 FT | $5.00 | $3.00 | $9.00 | $8.00 | $7.00 |
| 611E01500 6" CONDUIT, TYPE F | 100 FT | $5.00 | $3.00 | $9.00 | $8.00 | $7.00 |
| 611E02000 8" CONDUIT, TYPE C | 14 FT | $40.00 | $60.00 | $32.00 | $10.00 | $9.00 |
| 611E02500 8" CONDUIT, TYPE E | 100 FT | $6.50 | $4.00 | $10.00 | $8.00 | $9.00 |
| 611E02600 8" CONDUIT, TYPE F | 100 FT | $6.50 | $4.00 | $12.00 | $8.00 | $9.00 |
| 611E04400 12" CONDUIT, TYPE B | 100 FT | $30.00 | $8.00 | $38.00 | $12.00 | $23.50 |
| 611E04600 12" CONDUIT, TYPE C | 120 FT | $30.00 | $45.00 | $35.00 | $20.00 | $37.50 |
| 611E05100 12" CONDUIT, TYPE E | 100 FT | $12.00 | $8.00 | $15.00 | $12.00 | $17.50 |
| 611E07600 18" CONDUIT, TYPE C | 136 FT | $65.00 | $45.00 | $55.00 | $40.00 | $60.00 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $2,000 | $1,600 | $1,500 | $2,000 | $1,550 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $225 | $250 | $250 | $150 | $335 |
| 301E48000 ASPHALT CONCRETE BASE, PG64-22 (DRIVEWAYS) | 6 CY | $205 | $205 | $205 | $205 | $205 |
| 304E20000 AGGREGATE BASE | 245 CY | $85.00 | $60.00 | $65.00 | $45.00 | $65.00 |
| 407E10000 TACK COAT | 117 GAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 86 CY | $255 | $255 | $255 | $255 | $255 |
| 441E50400 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $255 | $255 | $255 | $255 | $255 |
| 617E10100 COMPACTED AGGREGATE | 5 CY | $100 | $110 | $65.00 | $50.00 | $280 |
| 621E00100 RPM | 6 EACH | $200 | $200 | $294 | $294 | $605 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 8 EACH | $10.00 | $8.00 | $10.00 | $10.00 | $45.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 22 EACH | $8.50 | $8.50 | $7.00 | $7.00 | $8.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 37 FT | $15.00 | $15.00 | $16.00 | $16.00 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $40.00 | $40.00 | $100 | $100 | $40.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 3 EACH | $20.00 | $20.00 | $25.00 | $25.00 | $20.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.23 MILE | $4,600 | $4,000 | $4,000 | $4,000 | $6,960 |
| 642E00300 CENTER LINE, TYPE 1 | 0.12 MILE | $9,200 | $8,000 | $8,000 | $8,000 | $7,145 |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $30,000 | $48,000 | $65,000 | $100,000 | $170,000 |
| 202E22900 APPROACH SLAB REMOVED | 67 SY | $45.00 | $35.00 | $35.00 | $30.00 | $40.00 |
| 202E23500 WEARING COURSE REMOVED | 470 SY | $10.00 | $4.50 | $5.00 | $4.50 | $4.50 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | $1.00 | $30,000 | $2,000 | $30,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $22,500 | $15,000 | $20,000 | $10,000 | $25,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 229 SY | $22.00 | $24.00 | $25.00 | $30.00 | $25.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 29 SF | $6.00 | $7.00 | $10.00 | $4.00 | $10.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 92 FT | $30.00 | $27.00 | $36.00 | $20.00 | $28.00 |
| 516E20010 1" ELASTOMERIC ERECTION STRIP | 158 SF | $100 | $110 | $150 | $150 | $145 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $6,500 | $3,500 | $5,000 | $2,000 | $15,000 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 268 FT | $14.00 | $14.50 | $10.00 | $10.00 | $14.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 100 FT | $9.00 | $8.00 | $8.00 | $10.00 | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 74 FT | $12.00 | $17.00 | $8.00 | $10.00 | $10.00 |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 61 FT | $300 | $460 | $580 | $458 | $540 |
| 524E94802 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK | 35 FT | $600 | $645 | $765 | $645 | $725 |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 142 SY | $225 | $235 | $230 | $235 | $235 |
| 526E90011 TYPE A INSTALLATION, AS PER PLAN | 64 FT | $125 | $150 | $120 | $125 | $170 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 27 CF | $426 | $426 | $475 | $426 | $580 |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $30,000 | $48,000 | $45,000 | $100,000 | $170,000 |
| 202E22900 APPROACH SLAB REMOVED | 67 SY | $45.00 | $35.00 | $35.00 | $30.00 | $40.00 |
| 202E23500 WEARING COURSE REMOVED | 376 SY | $9.00 | $4.50 | $5.00 | $4.50 | $4.50 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $12,500 | $1.00 | $28,000 | $2,000 | $30,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $22,500 | $15,000 | $20,000 | $10,000 | $25,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 205 SY | $22.00 | $24.00 | $25.00 | $30.00 | $25.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 27 SF | $6.00 | $7.00 | $10.00 | $4.00 | $10.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 92 FT | $30.00 | $27.00 | $36.00 | $20.00 | $28.00 |
| 516E20010 1" ELASTOMERIC ERECTION STRIP | 158 SF | $100 | $110 | $150 | $150 | $145 |
| 517E70000 RAILING (TWIN STEEL TUBE) | 192 FT | $140 | $140 | $150 | $163 | $150 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $6,500 | $3,500 | $5,000 | $2,000 | $15,000 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 220 FT | $14.00 | $14.50 | $10.00 | $10.00 | $14.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 100 FT | $9.00 | $8.00 | $8.00 | $10.00 | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 64 FT | $12.00 | $17.00 | $8.00 | $10.00 | $10.00 |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 93 FT | $300 | $312 | $430 | $311 | $395 |
| 524E94802 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK | 47 FT | $550 | $485 | $610 | $484 | $570 |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 142 SY | $225 | $235 | $230 | $235 | $235 |
| 526E90010 TYPE A INSTALLATION | 64 FT | $125 | $150 | $120 | $125 | $170 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 27 CF | $426 | $426 | $500 | $426 | $580 |
| 616E10000 WATER | 5 MGAL | $10.00 | $85.00 | $10.00 | $1.00 | $40.00 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,500 | $10,000 | $2,000 | $3,000 | $15,000 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 443 FT | $6.00 | $11.00 | $5.00 | $5.00 | $18.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 675 FT | $2.25 | $2.50 | $5.00 | $1.00 | $2.50 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 3 EACH | $250 | $350 | $225 | $225 | $350 |
| 203E10000 EXCAVATION | 788 CY | $17.00 | $20.00 | $20.00 | $8.75 | $25.00 |
| 203E20000 EMBANKMENT | 645 CY | $12.00 | $15.00 | $10.00 | $20.00 | $11.00 |
| 204E10000 SUBGRADE COMPACTION | 1,548 SY | $5.00 | $1.50 | $1.00 | $1.00 | $3.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 9 STA | $50.00 | $50.00 | $100 | $100 | $610 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 3 STA | $205 | $100 | $175 | $100 | $1,600 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 562.5 FT | $17.80 | $17.80 | $17.00 | $18.20 | $17.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 3 EACH | $2,150 | $2,150 | $2,250 | $2,600 | $2,150 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $925 | $925 | $980 | $925 | $925 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 4 EACH | $1,950 | $1,950 | $2,100 | $2,175 | $1,950 |
| 601E11000 RIPRAP, TYPE D | 8 SY | $400 | $275 | $40.00 | $70.00 | $265 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $150 | $100 | $150 | $200 | $135 |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 24 CY | $75.00 | $90.00 | $98.00 | $70.00 | $110 |
| 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FIL | 6 CY | $135 | $80.00 | $105 | $70.00 | $115 |
| 659E10000 SEEDING AND MULCHING | 4,074 SY | $2.50 | $0.90 | $0.90 | $1.50 | $1.95 |
| 659E20000 COMMERCIAL FERTILIZER | 0.55 TON | $1,250 | $600 | $600 | $1,000 | $400 |
| 659E35000 WATER | 22 MGAL | $10.00 | $1.00 | $1.00 | $1.00 | $100 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,500 | $1,850 | $1,850 | $2,000 | $7,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $10,000 | $4,760 | $11,600 | $6,000 | $5,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $5,000 | $11,000 | $10,750 | $11,000 | $15,000 |
| 832E30000 EROSION CONTROL | 15,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.46 CY | $1,650 | $1,400 | $1,900 | $1,000 | $1,400 |
| 605E31100 AGGREGATE DRAINS | 65 FT | $12.00 | $10.00 | $15.00 | $10.00 | $14.00 |
| 611E01100 6" CONDUIT, TYPE C | 40 FT | $8.00 | $35.00 | $15.00 | $8.00 | $32.00 |
| 611E01500 6" CONDUIT, TYPE F | 40 FT | $5.00 | $35.00 | $18.00 | $8.00 | $25.00 |
| 611E02600 8" CONDUIT, TYPE F | 10 FT | $10.00 | $8.00 | $14.00 | $8.00 | $34.00 |
| 611E03600 10" CONDUIT, TYPE E | 10 FT | $10.00 | $8.00 | $16.00 | $8.00 | $19.00 |
| 611E04400 12" CONDUIT, TYPE B | 10 FT | $30.00 | $8.00 | $20.00 | $12.00 | $27.50 |
| 611E06400 15" CONDUIT, TYPE D, 706.02, 707.01 (AL), 707.21, | 92 FT | $43.00 | $40.00 | $60.00 | $30.00 | $61.00 |
| 611E07900 18" CONDUIT, TYPE D, 706.02, 707.01 (AL), 707.21, | 78 FT | $50.00 | $40.00 | $65.00 | $40.00 | $68.00 |
| 611E10600 24" CONDUIT, TYPE C | 60 FT | $78.00 | $75.00 | $70.00 | $50.00 | $90.00 |
| 611E98510 CATCH BASIN, NO. 2-3 | 1 EACH | $2,000 | $2,275 | $2,000 | $2,000 | $1,900 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $225 | $250 | $250 | $150 | $350 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 74 CY | $225 | $105 | $100 | $100 | $140 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE THICK | 393 SY | $9.00 | $10.00 | $10.00 | $10.00 | $10.00 |
| 304E20000 AGGREGATE BASE | 272 CY | $85.00 | $65.00 | $50.00 | $45.00 | $63.00 |
| 407E10000 TACK COAT | 198 GAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 100 CY | $255 | $255 | $255 | $255 | $255 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 3 EACH | $75.00 | $75.00 | $65.00 | $65.00 | $75.00 |
| 621E00100 RPM | 10 EACH | $200 | $200 | $295 | $265 | $367 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 10 EACH | $10.00 | $7.00 | $9.00 | $10.00 | $35.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 4 EACH | $10.00 | $10.00 | $8.00 | $8.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 14 EACH | $8.50 | $8.50 | $8.00 | $7.65 | $8.50 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.24 MILE | $4,600 | $4,000 | $4,000 | $4,000 | $6,770 |
| 642E00300 CENTER LINE, TYPE 1 | 0.12 MILE | $9,200 | $8,000 | $8,000 | $8,000 | $6,960 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $7,500 | $10,000 | $20,000 | $30,000 | $50,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $7,500 | $5,000 | $10,000 | $5,000 | $15,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,000 | $5,000 | $4,500 | $7,000 | $7,500 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,520 LB | $1.50 | $1.85 | $1.20 | $2.00 | $1.05 |
| 511E46001 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 28 SY | $650 | $600 | $400 | $800 | $610 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 25 CY | $700 | $500 | $550 | $1,000 | $605 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 46 SY | $22.00 | $27.00 | $25.00 | $35.00 | $25.50 |
| 512E33000 TYPE 2 WATERPROOFING | 177 SY | $20.00 | $18.00 | $22.00 | $25.00 | $33.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 33 SF | $6.00 | $6.50 | $10.00 | $4.00 | $10.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,500 | $1,500 | $2,500 | $2,000 | $6,000 |
| 202E38500 BRIDGE RAILING REMOVED | 225 FT | $8.00 | $4.60 | $5.00 | $5.00 | $11.00 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $2,000 | $600 | $1,000 | $500 | $5,000 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 12,963 LB | $1.25 | $1.15 | $1.20 | $1.50 | $1.10 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 12 EACH | $25.00 | $20.00 | $20.00 | $20.00 | $26.00 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 2 CY | $2,000 | $1,200 | $1,100 | $1,000 | $1,700 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 127 SY | $22.00 | $26.00 | $25.00 | $33.00 | $40.00 |
| 516E31001 JOINT SEALER, AS PER PLAN | 65 FT | $20.00 | $10.00 | $18.00 | $20.00 | $40.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP (SEE STANDARD CONSTRUCT | 294.04 FT | $14.00 | $14.00 | $11.00 | $10.00 | $14.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 50 SF | $115 | $100 | $100 | $100 | $160 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 30 SF | $115 | $135 | $100 | $100 | $160 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION (T = 1") | 490 SY | $60.00 | $70.00 | $68.00 | $73.00 | $95.00 |
| 848E30100 LATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNES | 21 CY | $675 | $850 | $750 | $700 | $800 |
| 848E50000 HAND CHIPPING | 12 SY | $100 | $90.00 | $100 | $150 | $150 |
| 848E50100 TEST SLAB | 1 LS | $4,000 | $5,000 | $2,100 | $500 | $500 |
| 848E50200 FULL-DEPTH REPAIR | 5 CY | $700 | $200 | $375 | $800 | $1,000 |
| 848E50300 WEARING COURSE REMOVED, ASPHALT (T = 7" AVG.) | 490 SY | $9.00 | $4.50 | $7.00 | $4.50 | $9.00 |
| 253E02000 PAVEMENT REPAIR | 80 CY | $250 | $250 | $290 | $250 | $250 |
| 407E10000 TACK COAT | 80 GAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 40 CY | $200 | $200 | $200 | $200 | $200 |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 0.12 MILE | $11,500 | $10,000 | $10,000 | $10,000 | $11,940 |
| 616E10000 WATER | 2 MGAL | $20.00 | $85.00 | $10.00 | $1.00 | $40.00 |
| 617E10100 COMPACTED AGGREGATE | 200 CY | $55.00 | $70.00 | $65.00 | $50.00 | $115 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $25,000 | $20,000 | $21,000 | $36,000 | $50,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 | $15,000 | $15,000 | $17,000 | $40,000 |
| 619E16010 FIELD OFFICE, TYPE B | 12 MNTH | $1,350 | $1,750 | $1,800 | $300 | $3,200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $16,000 | $16,000 | $20,000 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 244 CY | $750 | $183k | 8% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 175 CY | $950 | $166k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $85,000 | $85k | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 66,407 LB | $1 | $66k | 3% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 490 SY | $130 | $64k | 3% |
| 511E21520 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 49 CY | $1,250 | $61k | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $60,000 | $60k | 2% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 78 FT | $725 | $57k | 2% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 54,522 LB | $1 | $55k | 2% |
| 611E95000 10' X 5' CONDUIT, TYPE A, 706.05 (DESIGN EARTH COV | 60 FT | $850 | $51k | 2% |