Mus-SR 208-00.00 (Part 1 and Part 2)
Muskingum County · est $10.0M
Bid dateThursday, February 13—
Muskingum County · est $10.0M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 180 more items below.
| Item | Quantity | R1Shelly Company | R2Nls Paving, INC | % of bid |
|---|---|---|---|---|
| 441E10201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (9564 CY | $202 | $205 | 26% |
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 4,371 CY | $231 | $240 | 13% |
| 690E98300 SPECIAL - FULL DEPTH RECLAIMED BASE COURSE | 98,814 SY | $7.25 | $7.50 | 10% |
| 690E98900 SPECIAL - EMULSIFIED ASPHALT | 230,566 GAL | $2.95 | $2.95 | 9% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 4.25" | 96,253 SY | $3.40 | $4.25 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $300,000 | $412,000 | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 14,762.5 FT | $20.00 | $19.40 | 4% |
| 304E20000 AGGREGATE BASE | 2,954 CY | $92.50 | $115 | 4% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 2,785 CY | $90.75 | $65.00 | 3% |
| 203E10000 EXCAVATION | 5,914 CY | $40.00 | $40.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $500,000 | 3% |
| 441E50301 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (832 CY | $222 | $225 | 2% |
| 253E02000 PAVEMENT REPAIR (B) | 500 CY | $323 | $375 | 2% |
| 204E13000 EXCAVATION OF SUBGRADE | 3,000 CY | $48.25 | $25.00 | 2% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 595 CY | $233 | $275 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 46,263 SY | $2.95 | $4.00 | 2% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 1,500 CY | $90.50 | $100 | 2% |
| 611E96321 14' X 7' CONDUIT, TYPE A, 706.05, AS PER PLAN, DES | 48 FT | $2,800 | $2,950 | 2% |
| 204E30021 GRANULAR MATERIAL, TYPE C, AS PER PLAN | 1,500 CY | $83.00 | $95.00 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 49 EACH | $2,450 | $2,380 | 2% |
| Item | Quantity | R1Shelly Company | R2Nls Paving, INC |
|---|---|---|---|
| 202E23500 WEARING COURSE REMOVED | 5,843 SY | $6.00 | $7.00 |
| 202E30000 WALK REMOVED | 2,606 SF | $6.00 | $5.50 |
| 202E32000 CURB REMOVED | 214 FT | $18.25 | $15.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 15,012.5 FT | $2.50 | $2.25 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 52 EACH | $300 | $285 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 8 EACH | $200 | $145 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 2 EACH | $125 | $130 |
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 →
| 203E20001 EMBANKMENT, AS PER PLAN | 350 CY | $60.00 | $80.00 |
| 204E10000 SUBGRADE COMPACTION | 8,768 SY | $2.30 | $2.00 |
| 204E45000 PROOF ROLLING | 49 HOUR | $395 | $100 |
| 204E50000 GEOTEXTILE FABRIC | 6,050 SY | $2.60 | $4.50 |
| 209E10000 DITCH CLEANOUT | 1,660 FT | $7.75 | $9.00 |
| 209E60500 LINEAR GRADING | 20.02 MILE | $1,350 | $2,000 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 20.02 MILE | $1,350 | $1,500 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 300 FT | $24.00 | $22.00 |
| 606E19001 GUARDRAIL POST, STEEL, AS PER PLAN | 50 EACH | $75.00 | $110 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 11 EACH | $1,100 | $1,250 |
| 606E98000 GUARDRAIL, MISC.: EXISTING W-BEAM | 337.5 FT | $12.50 | $8.00 |
| 606E98000 GUARDRAIL, MISC.: SHOULDER SUPPORT BENCHING | 2,212.5 FT | $7.50 | $17.00 |
| 608E10000 4" CONCRETE WALK | 914 SF | $11.75 | $13.50 |
| 608E13000 6" CONCRETE WALK | 90 SF | $20.25 | $16.50 |
| 608E52000 CURB RAMP | 1,528 SF | $25.00 | $25.00 |
| 608E53020 DETECTABLE WARNING | 40 SF | $44.25 | $35.00 |
| 609E26000 CURB, TYPE 6 | 20 FT | $60.00 | $60.00 |
| 623E40000 MONUMENT ASSEMBLY REMOVED AND RESET, TYPE C | 2 EACH | $1,285 | $2,800 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 4 EACH | $445 | $4,000 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 36 EACH | $470 | $600 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $4,500 | $8,500 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $4,500 | $8,500 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 1,476 SY | $41.75 | $75.00 |
| 653E10001 TOPSOIL FURNISHED AND PLACED, AS PER PLAN | 6 CY | $375 | $200 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 47 SY | $2.99 | $12.00 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 1,476 SY | $2.94 | $3.50 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 15 EACH | $1,140 | $1,350 |
| 611E98635 CATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN | 3 EACH | $1,475 | $1,750 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 9 EACH | $1,000 | $1,350 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 5 EACH | $360 | $500 |
| 253E02000 PAVEMENT REPAIR (A) | 50 CY | $445 | $645 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 368 SY | $5.15 | $5.00 |
| 407E20000 NON-TRACKING TACK COAT | 18,906 GAL | $4.10 | $3.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 376 GAL | $7.50 | $4.50 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 128 FT | $24.00 | $26.50 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 203 CY | $340 | $400 |
| 512E33010 TYPE 3 WATERPROOFING | 94 SY | $42.00 | $58.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (A) | 158 FT | $24.00 | $26.50 |
| 690E98400 SPECIAL - JUST-IN-TIME TRAINING | 1 LS | $3,500 | $3,500 |
| 690E98400 SPECIAL - MIXTURE DESIGN FOR FULL DEPTH RECLAIMED | 1 LS | $18,500 | $18,500 |
| 690E98800 SPECIAL - ADDITIONAL ADDITIVES (CEMENT, FLY ASH, L | 330 TON | $241 | $250 |
| 690E98800 SPECIAL - CORRECTIVE AGGREGATE FOR FDR (FINE, COAR | 245 TON | $39.19 | $40.00 |
| 621E00100 RPM | 1,219 EACH | $42.00 | $42.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,219 EACH | $4.50 | $7.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 241 EACH | $12.00 | $12.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 62.5 FT | $15.00 | $20.00 |
| 630E80100 SIGN, FLAT SHEET | 13 SF | $30.00 | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $30.00 | $15.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 5 EACH | $30.00 | $20.00 |
| 630E86320 REMOVAL OF STRUCTURE MOUNTED SIGN AND REERECTION | 7 EACH | $75.00 | $375 |
| 644E00104 EDGE LINE, 6" | 21.18 MILE | $3,800 | $3,800 |
| 644E00300 CENTER LINE | 10.91 MILE | $4,975 | $4,975 |
| 644E00400 CHANNELIZING LINE, 8" | 100 FT | $3.00 | $3.00 |
| 644E00500 STOP LINE | 612 FT | $7.00 | $7.00 |
| 644E00620 CROSSWALK LINE, 12" | 1,974 FT | $7.00 | $7.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 232 FT | $7.00 | $7.00 |
| 644E01000 RAILROAD SYMBOL MARKING | 2 EACH | $500 | $500 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 2 EACH | $500 | $500 |
| 644E01300 LANE ARROW, 72" | 4 EACH | $85.00 | $85.00 |
| 644E01400 WORD ON PAVEMENT, 72" | 1 EACH | $350 | $350 |
| 646E10010 EDGE LINE, 6" | 0.35 MILE | $7,500 | $7,500 |
| 646E10200 CENTER LINE | 0.17 MILE | $10,000 | $10,000 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 3 EACH | $1,900 | $1,900 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 2,702 SY | $16.50 | $18.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 62 FT | $24.00 | $32.50 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK, TYPE B | 10 SY | $1,000 | $825 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 180 SY | $16.00 | $22.50 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 25 CY | $104 | $380 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 25 HOUR | $80.00 | $100 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $3,850 | $5,800 |
| 614E12460 WORK ZONE MARKING SIGN | 50 EACH | $70.00 | $88.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 6 CY | $575 | $500 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 18 SNMT | $900 | $1,500 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 21.07 MILE | $900 | $1,495 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 11.05 MILE | $1,100 | $950 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 100 FT | $0.70 | $6.00 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 100 FT | $0.70 | $5.00 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 110 FT | $3.00 | $6.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 110 FT | $3.00 | $5.00 |
| 202E98200 REMOVAL MISC.:STRUCTURAL JOINT OR JOINT SEALER | 65 FT | $30.00 | $120 |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.:4? EMSEAL | 65 FT | $130 | $180 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $18,000 | $8,500 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $44,000 | $35,000 |
| 202E23000 PAVEMENT REMOVED | 363 SY | $25.00 | $7.00 |
| 202E23500 WEARING COURSE REMOVED | 103 SY | $12.00 | $9.00 |
| 202E38000 GUARDRAIL REMOVED | 1,228 FT | $2.50 | $2.00 |
| 203E10000 EXCAVATION | 277 CY | $42.00 | $25.00 |
| 203E20000 EMBANKMENT | 325 CY | $42.00 | $20.00 |
| 204E10000 SUBGRADE COMPACTION | 422 SY | $9.00 | $8.50 |
| 606E15050 GUARDRAIL, TYPE MGS | 375 FT | $19.00 | $18.20 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,175 FT | $20.00 | $19.40 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 2 EACH | $1,650 | $1,550 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 7 EACH | $2,450 | $2,380 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH | $1,100 | $1,250 |
| 607E30000 FENCE, SNOW | 1,237 FT | $3.00 | $10.00 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $795 | $8,000 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $795 | $8,000 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 107 CY | $135 | $130 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 9 CY | $375 | $165 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 2,670 SY | $1.50 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.36 TON | $899 | $1,250 |
| 659E31000 LIME | 0.55 ACRE | $155 | $160 |
| 659E35000 WATER | 14 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 |
| 611E01400 6" CONDUIT, TYPE E | 50 FT | $20.00 | $28.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $24.00 | $28.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 132 FT | $11.00 | $10.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 134 CY | $346 | $365 |
| 304E20000 AGGREGATE BASE | 78 CY | $120 | $170 |
| 407E20000 NON-TRACKING TACK COAT | 29 GAL | $3.90 | $3.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 32 EACH | $12.00 | $12.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 24 FT | $15.00 | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 8 EACH | $25.00 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $100 | $75.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 10 EACH | $25.00 | $20.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.08 MILE | $15,000 | $3,850 |
| 642E00300 CENTER LINE, TYPE 1 | 0.04 MILE | $20,000 | $20,000 |
| 851E10000 PRECAST GRAVITY AND SEMIGRAVITY RETAINING WALL | 345 SF | $90.00 | $90.00 |
| 851E11000 NATURAL SOIL | 34 CY | $120 | $25.00 |
| 851E14000 ON-SITE ASSISTANCE | 3 DAY | $650 | $600 |
| 851E15000 WALL DRAINAGE SYSTEM | 1 LS | $3,000 | $1,000 |
| 851E15500 PGSRW INSPECTION AND COMPACTION TESTING | 1 LS | $2,500 | $1,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $10,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $7,500 | $10,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,490 LB | $2.50 | $4.75 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 41 CY | $900 | $1,080 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,200 | $2,775 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 68 SY | $55.00 | $45.00 |
| 512E33000 TYPE 2 WATERPROOFING | 200 SY | $28.00 | $26.50 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 38 SF | $8.00 | $40.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $7,500 | $8,000 |
| 851E10000 PRECAST GRAVITY AND SEMIGRAVITY RETAINING WALL | 295 SF | $100 | $100 |
| 851E11000 NATURAL SOIL | 23 CY | $140 | $25.00 |
| 851E14000 ON-SITE ASSISTANCE | 3 DAY | $650 | $600 |
| 851E15000 WALL DRAINAGE SYSTEM | 1 LS | $3,000 | $1,000 |
| 851E15500 PGSRW INSPECTION AND COMPACTION TESTING | 1 LS | $2,500 | $1,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $10,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $7,500 | $10,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,706 LB | $2.00 | $5.94 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 32 CY | $900 | $1,450 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $900 | $2,650 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 57 SY | $55.00 | $45.00 |
| 512E33000 TYPE 2 WATERPROOFING | 78 SY | $30.00 | $35.00 |
| 512E33010 TYPE 3 WATERPROOFING | 50 SY | $45.00 | $58.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 34 SF | $6.00 | $40.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $7,500 | $8,000 |
| 611E95201 10' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 46 FT | $2,200 | $2,250 |
| 851E10000 PRECAST GRAVITY AND SEMIGRAVITY RETAINING WALL | 270 SF | $100 | $110 |
| 851E11000 NATURAL SOIL | 20 CY | $130 | $25.00 |
| 851E14000 ON-SITE ASSISTANCE | 3 DAY | $650 | $600 |
| 851E15000 WALL DRAINAGE SYSTEM | 1 LS | $3,000 | $1,000 |
| 851E15500 PGSRW INSPECTION AND COMPACTION TESTING | 1 LS | $2,100 | $1,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $18,000 | $10,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $6,000 | $10,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,042 LB | $2.00 | $5.37 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 30 CY | $900 | $1,280 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,000 | $2,450 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 56 SY | $40.00 | $45.00 |
| 512E33000 TYPE 2 WATERPROOFING | 78 SY | $25.00 | $35.00 |
| 512E33010 TYPE 3 WATERPROOFING | 78 SY | $45.00 | $58.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 34 SF | $6.00 | $40.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $5,070 | $8,000 |
| 611E95801 12' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 42 FT | $2,300 | $2,750 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $5,950 | $5,800 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $900 | $1,500 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.08 MILE | $25,000 | $7,000 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.04 MILE | $15,000 | $13,550 |
| 616E10000 WATER | 5 MGAL | $1.00 | $55.00 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $5,000 | $11,414 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $56,000 | $50,000 |
| 619E16020 FIELD OFFICE, TYPE C | 24 MNTH | $2,000 | $3,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $55,000 | $90,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (9564 CY | $202 | $1.93M | 20% |
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 4,371 CY | $230.5 | $1.01M | 10% |
| 690E98300 SPECIAL - FULL DEPTH RECLAIMED BASE COURSE | 98,814 SY | $7.25 | $716k | 7% |
| 690E98900 SPECIAL - EMULSIFIED ASPHALT | 230,566 GAL | $2.95 | $680k | 7% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 4.25" | 96,253 SY | $3.4 | $327k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $300,000 | $300k | 3% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 14,762.5 FT | $20 | $295k | 3% |
| 304E20000 AGGREGATE BASE | 2,954 CY | $92.5 | $273k | 3% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 2,785 CY | $90.75 | $253k | 3% |
| 203E10000 EXCAVATION | 5,914 CY | $40 | $237k | 2% |