VAN-US 224-10.88 (PART 1, PART 2 AND PART 3)
VAN County · est $6.3M
Bid dateThursday, April 23—
Awarded toVERNON NAGEL INC$6.45M
Project scope
Bid form · ODOT
- Drainage16%
- Structures / Bridge14%
- Earthwork11%
- Erosion & Landscaping9%
- Pavement Marking7%
- Guardrail & Barrier7%
- Other38%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 2,062 CY | $219 | $452k | 7% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 8,274 FT | $39 | $323k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,397 CY | $213 | $298k | 5% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 274 CY | $1,050 | $288k | 4% |
| 624E10000 MOBILIZATION Section 23 - INCIDENTALS (PART 1, PART 2 AND PART 3) - Totals Awd $537,854.00 2 $849,000.00 | 1 LS | $262,899 | $263k | 4% |
| 452E12011 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 1,683 SY | $118 | $199k | 3% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $156,940 | $157k | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $147,500 | $148k | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 87,401 LB | $1.63 | $142k | 2% |
| 304E20000 AGGREGATE BASE | 1,993 CY | $62 | $124k | 2% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 281 more items below.
Rank 1Vernon Nagel INC$6.45MRank 2Fenson Contracting LLC$7.21M
| Item | Quantity | R1Vernon Nagel INC | R2Fenson Contracting LLC | % of bid |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 2,062 CY | $219 | $219 | 13% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 8,274 FT | $39.00 | $21.00 | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,397 CY | $213 | $213 | 9% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 274 CY | $1,050 | $1,250 | 9% |
| 624E10000 MOBILIZATION Section 23 - INCIDENTALS (PART 1, PART 2 AND PART 3) - Totals Awd $537,854.00 2 $849,000.00 | 1 LS | $262,899 | $320,000 | 8% |
| 452E12011 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 1,683 SY | $118 | $115 | 6% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $156,940 | $230,000 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $147,500 | $401,500 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 87,401 LB | $1.63 | $1.45 | 4% |
| 304E20000 AGGREGATE BASE | 1,993 CY | $62.00 | $72.50 | 4% |
| 442E22350 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP Section 19 - PAVEMENT (PART 3) - Totals Awd $807,146.00 2 $829,946.00 | 445 CY | $270 | $270 | 4% |
| 304E20000 AGGREGATE BASE | 1,900 CY | $62.00 | $74.00 | 4% |
| 442E22150 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B ( | 381 CY | $300 | $300 | 3% |
| 203E10000 EXCAVATION | 6,698 CY | $13.80 | $17.25 | 3% |
| 507E00250 STEEL PILES HP12X53, DRIVEN | 1,050 FT | $88.00 | $5.00 | 3% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (404 CY | $225 | $225 | 3% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 244 SY | $365 | $410 | 3% |
| 202E23000 PAVEMENT REMOVED | 8,914 SY | $9.70 | $13.50 | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 347 CY | $245 | $245 | 3% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 11,587 SF | $7.00 | $7.00 | 2% |
Show all 301 line items
| Item | Quantity | R1Vernon Nagel INC | R2Fenson Contracting LLC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $11,200 | $17,000 |
| 202E38000 GUARDRAIL REMOVED | 442 FT | $2.00 | $3.00 |
| 202E98000 REMOVAL MISC.: FLAG POLE | 1 LS | $550 | $500 |
| 203E20000 EMBANKMENT | 4,327 CY | $4.05 | $17.25 |
| 204E10000 SUBGRADE COMPACTION | 12,237 SY | $0.75 | $2.15 |
| 204E13000 EXCAVATION OF SUBGRADE | 398 CY | $17.50 | $24.00 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 398 CY | $60.50 | $50.00 |
| 204E45000 PROOF ROLLING | 4 HOUR | $280 | $150 |
| 204E50000 GEOTEXTILE FABRIC | 1,195 SY | $3.00 | $2.65 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 50 FT | $27.20 | $27.20 |
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN | 275 FT | $29.40 | $29.40 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 1 EACH | $2,720 | $2,720 |
| 607E15000 FENCE, TYPE 47 | 149 FT | $27.00 | $32.00 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 7 EACH | $1,050 | $290 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $1,850 | $1,885 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $1,850 | $1,885 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET Section 1 - ROADWAY (PART 1) - Totals Awd $282,811.30 2 $413,107.55 | 6 EACH | $265 | $250 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 9 SY | $100 | $155 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 1 CY | $190 | $600 |
| 659E00300 TOPSOIL | 1,386 CY | $54.00 | $38.00 |
| 659E10000 SEEDING AND MULCHING | 12,487 SY | $2.30 | $2.65 |
| 659E14000 REPAIR SEEDING AND MULCHING | 624 SY | $1.10 | $1.10 |
| 659E15000 INTER-SEEDING | 624 SY | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 1.77 TON | $850 | $850 |
| 659E31000 LIME | 2.58 ACRE | $35.00 | $35.00 |
| 659E35000 WATER | 69 MGAL | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 2,459 SY | $1.80 | $1.80 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 130 SY | $1.80 | $1.80 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,100 | $1,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $2,480 | $22,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $6,650 | $8,000 |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL (PART 1) - Totals Awd $169,518.50 2 $171,387.95 | 45,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.9 CY | $5,070 | $5,600 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 3,884 FT | $20.00 | $16.75 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 603 FT | $20.00 | $17.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 227 FT | $30.00 | $41.00 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN | 161 FT | $128 | $123 |
| 611E04600 12" CONDUIT, TYPE C | 66 FT | $104 | $98.00 |
| 611E04900 12" CONDUIT, TYPE D | 39 FT | $104 | $80.00 |
| 611E06100 15" CONDUIT, TYPE C | 33 FT | $110 | $83.00 |
| 611E98150 CATCH BASIN, NO. 3 | 5 EACH | $4,800 | $5,500 |
| 611E98370 CATCH BASIN, NO. 6 | 3 EACH | $3,200 | $4,800 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET Section 3 - DRAINAGE (PART 1) - Totals Awd $173,271.00 2 $166,135.00 | 5 EACH | $680 | $490 |
| 301E56100 ASPHALT CONCRETE BASE, PG64-22, (449), (DRIVEWAYS) | 18 CY | $500 | $500 |
| 407E20000 NON-TRACKING TACK COAT | 1,007 GAL | $3.00 | $3.00 |
| 411E10001 STABILIZED CRUSHED AGGREGATE, AS PER PLAN | 75 CY | $110 | $82.00 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $750 | $750 |
| 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 115 SY | $125 | $93.00 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 1,348 FT | $30.00 | $30.00 |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 190 FT | $33.50 | $33.00 |
| 609E26001 CURB, TYPE 6, AS PER PLAN | 746 FT | $23.00 | $24.00 |
| 609E31000 COMBINATION CURB AND GUTTER, TYPE 9 | 2,312 FT | $25.00 | $25.00 |
| 609E31001 COMBINATION CURB AND GUTTER, TYPE 9, AS PER PLAN Section 4 - PAVEMENT (PART 1) - Totals Awd $981,825.00 2 $992,573.50 | 790 FT | $32.00 | $32.00 |
| 625E00450 CONNECTION, FUSED PULL APART | 18 EACH | $135 | $135 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 12 EACH | $129 | $129 |
| 625E10491 LIGHT POLE, CONVENTIONAL, AS PER PLAN (INSTALLATIO | 9 EACH | $1,258 | $1,260 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 9 EACH | $2,034 | $2,035 |
| 625E23302 NO. 6 AWG 2400 VOLT DISTRIBUTION CABLE | 4,887 FT | $4.40 | $4.40 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 936 FT | $2.27 | $2.27 |
| 625E25300 CONDUIT, 1-1/2", 725.04 | 1,216 FT | $19.90 | $20.00 |
| 625E25400 CONDUIT, 2", 725.04 | 30 FT | $24.60 | $24.60 |
| 625E25902 CONDUIT, JACKED OR DRILLED, 725.04, 3" | 246 FT | $60.90 | $61.00 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 9 EACH | $839 | $840 |
| 625E29000 TRENCH | 1,246 FT | $11.06 | $11.15 |
| 625E30700 PULL BOX, 725.08, 18" | 6 EACH | $1,026 | $1,075 |
| 625E32000 GROUND ROD | 9 EACH | $264 | $265 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $6,746 | $6,800 |
| 625E36010 UNDERGROUND WARNING MARKING TAPE | 1,246 FT | $2.03 | $2.03 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL, CCA Section 5 - LIGHTING (PART 1) - Totals Awd $139,630.71 2 $140,341.80 | 1 EACH | $3,355 | $3,400 |
| 621E00100 RPM | 144 EACH | $52.50 | $56.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 26 EACH | $12.00 | $13.50 |
| 626E00112 BARRIER REFLECTOR, TYPE 3 (BIDIRECTIONAL) | 5 EACH | $14.60 | $14.60 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 528.7 FT | $15.00 | $15.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 167 FT | $17.10 | $17.10 |
| 630E08600 SIGN POST REFLECTOR | 27 EACH | $45.00 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 412.9 SF | $20.00 | $20.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 24 EACH | $10.00 | $10.00 |
| 630E85001 REMOVAL OF GROUND MOUNTED SIGN AND STORAGE, AS PER | 6 EACH | $195 | $195 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 36 EACH | $20.00 | $20.00 |
| 644E00104 EDGE LINE, 6" | 1.28 MILE | $6,000 | $6,000 |
| 644E00300 CENTER LINE | 0.37 MILE | $8,000 | $8,000 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 283 FT | $9.00 | $9.00 |
| 644E01520 DOTTED LINE, 12" | 152 FT | $2.00 | $2.00 |
| 644E20800 YIELD LINE Section 6 - TRAFFIC CONTROL (PART 1) - Totals Awd $45,125.20 2 $45,668.20 | 65 FT | $20.00 | $20.00 |
| 661E99930 PLANTING, MISC.: 10" GRAY WASHED RIVER STONE MULCH Section 7 - LANDSCAPING (PART 1) - Totals Awd $10,815.00 2 $8,219.40 | 309 SY | $35.00 | $26.60 |
| 253E02000 PAVEMENT REPAIR | 20 CY | $450 | $450 |
| 407E20000 NON-TRACKING TACK COAT | 20 GAL | $3.00 | $3.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 10 CY | $500 | $500 |
| 614E12420 DETOUR SIGNING | 1 LS | $8,500 | $8,500 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 20 SNMT | $1,000 | $1,375 |
| 616E10000 WATER | 22 MGAL | $1.00 | $50.00 |
| 617E10100 COMPACTED AGGREGATE Section 8 - MAINTENANCE OF TRAFFIC (PART 1) - Totals Awd $47,332.00 2 $63,660.00 | 50 CY | $95.00 | $250 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $940 | $5,000 |
| 202E23000 PAVEMENT REMOVED | 1,080 SY | $12.60 | $18.00 |
| 202E23500 WEARING COURSE REMOVED | 419 SY | $4.45 | $7.00 |
| 202E32000 CURB REMOVED | 644 FT | $5.85 | $6.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 428 FT | $10.50 | $11.00 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 625 FT | $2.40 | $2.40 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $14.60 | $75.00 |
| 202E58100 CATCH BASIN REMOVED | 7 EACH | $200 | $300 |
| 203E10000 EXCAVATION | 219 CY | $13.80 | $60.00 |
| 203E20000 EMBANKMENT | 23 CY | $4.05 | $100 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 50 FT | $27.20 | $27.20 |
| 606E16050 GUARDRAIL REBUILT, TYPE MGS | 625 FT | $19.60 | $19.60 |
| 606E27850 ANCHOR ASSEMBLY REBUILT, TYPE E | 1 EACH | $1,660 | $1,660 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 4 EACH | $2,680 | $2,680 |
| 607E16001 FENCE REBUILT, TYPE 47, AS PER PLAN | 64 FT | $35.50 | $45.00 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $1,850 | $1,305 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $1,850 | $1,305 |
| 204E10000 SUBGRADE COMPACTION Section 9 - ROADWAY (PART 2) - Totals Awd $63,710.20 2 $94,769.00 | 1,334 SY | $0.75 | $6.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 12 CY | $190 | $250 |
| 601E32300 ROCK CHANNEL PROTECTION, TYPE D WITH FILTER | 138 CY | $140 | $100 |
| 659E00300 TOPSOIL | 67 CY | $54.00 | $10.00 |
| 659E10000 SEEDING AND MULCHING | 610 SY | $2.30 | $7.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 31 SY | $3.80 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.08 TON | $850 | $1,500 |
| 659E35000 WATER | 4 MGAL | $1.00 | $10.00 |
| 670E00500 SLOPE EROSION PROTECTION | 610 SY | $1.80 | $3.00 |
| 832E30000 EROSION CONTROL Section 10 - EROSION CONTROL (PART 2) - Totals Awd $47,908.80 2 $43,792.00 | 20,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 2.31 CY | $4,280 | $3,500 |
| 605E05210 4" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 195 FT | $16.00 | $12.00 |
| 605E06020 4" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 164 FT | $20.00 | $12.00 |
| 605E31100 AGGREGATE DRAINS | 40 FT | $15.00 | $10.00 |
| 611E00406 4" CONDUIT, TYPE F | 175 FT | $20.00 | $15.00 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN | 88 FT | $128 | $110 |
| 611E05200 12" CONDUIT, TYPE F 707.05, TYPE C 707.21, 701.33 | 610 FT | $104 | $80.00 |
| 611E98180 CATCH BASIN, NO. 3A Section 11 - DRAINAGE (PART 2) - Totals Awd $130,290.80 2 $112,398.00 | 11 EACH | $3,200 | $3,500 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2") | 134 SY | $15.80 | $18.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 161 CY | $290 | $290 |
| 304E20000 AGGREGATE BASE | 252 CY | $62.00 | $100 |
| 407E20000 NON-TRACKING TACK COAT | 118 GAL | $3.00 | $3.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 81 CY | $400 | $400 |
| 609E24000 CURB, TYPE 4-A | 106 FT | $20.00 | $22.00 |
| 609E24510 CURB, TYPE 4-C Section 12 - PAVEMENT (PART 2) - Totals Awd $120,287.20 2 $126,873.00 | 538 FT | $39.00 | $32.50 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED (TYPE C) | 1 EACH | $115 | $115 |
| 621E00100 RPM (2-WAY Y/Y) | 5 EACH | $320 | $350 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $12.00 | $15.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (TWO-WAY) | 8 EACH | $13.00 | $13.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (TWO-WAY) | 19 EACH | $14.00 | $14.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $65.00 | $65.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 (WHITE) | 0.23 MILE | $5,000 | $5,500 |
| 642E00300 CENTER LINE, TYPE 1 (DOUBLE SOLID YELLOW) Section 13 - TRAFFIC CONTROL (PART 2) - Totals Awd $3,748.00 2 $4,065.00 | 0.08 MILE | $5,000 | $5,500 |
| 202E22900 APPROACH SLAB REMOVED | 133 SY | $45.00 | $45.00 |
| 202E23500 WEARING COURSE REMOVED | 133 SY | $10.75 | $7.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $34,600 | $45,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $10,000 | $35,000 |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,150 FT | $56.00 | $65.00 |
| 507E93300 STEEL POINTS OR SHOES | 20 EACH | $180 | $150 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 5,214 FT | $1.80 | $1.40 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 51 CY | $765 | $1,100 |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 103 CY | $705 | $850 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 420 SY | $36.00 | $30.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 3,636 EACH | $4.00 | $4.45 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 11,241 SF | $4.00 | $4.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 11,241 SF | $4.00 | $4.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 11,241 SF | $3.00 | $3.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 10 MNHR | $150 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 11 EACH | $500 | $500 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 86 SF | $12.47 | $7.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 94 SF | $13.16 | $8.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 61 SF | $9.00 | $12.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 120 FT | $46.00 | $45.00 |
| 516E31010 2" DEEP JOINT SEALER | 96 FT | $23.60 | $20.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $1,700 | $1,250 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $2,400 | $1,750 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $2,740 | $1,750 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $50,690 | $85,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 92 CY | $92.50 | $120 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 136 FT | $16.00 | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $16.00 | $15.00 |
| 526E90031 TYPE C INSTALLATION, AS PER PLAN | 96 FT | $360 | $350 |
| 514E27700 FIELD PAINTING, MISC.:COATING OF BEAM ENDS Section 14 - STRUCTURE OVER 20 FOOT SPAN (VAN-224-11. - Totals Awd $1,480,393.64 2 $1,605,611.25 | 346 SF | $186 | $186 |
| 616E10000 WATER Section 15 - MAINTENANCE OF TRAFFIC (PART 2) - Totals Awd $3.00 2 $30.00 | 3 MGAL | $1.00 | $10.00 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $860 | $5,800 |
| 202E23000 PAVEMENT REMOVED | 4,706 SY | $12.60 | $27.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 195 FT | $35.00 | $51.00 |
| 202E58100 CATCH BASIN REMOVED | 3 EACH | $200 | $750 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT (D=15"), | 91 FT | $20.50 | $60.00 |
| 203E10000 EXCAVATION | 2,472 CY | $13.80 | $25.00 |
| 203E20000 EMBANKMENT | 4,254 CY | $4.05 | $26.00 |
| 204E10000 SUBGRADE COMPACTION | 10,498 SY | $0.75 | $2.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 1,097 CY | $17.50 | $30.00 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 1,097 CY | $60.50 | $65.00 |
| 204E45000 PROOF ROLLING | 5 HOUR | $280 | $150 |
| 204E50000 GEOTEXTILE FABRIC | 4,222 SY | $3.00 | $2.90 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 3,359 FT | $1.75 | $6.50 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 538 FT | $26.00 | $26.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 2 EACH | $2,720 | $2,720 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 1 EACH | $1,050 | $290 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $1,850 | $1,305 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND Section 16 - ROADWAY (PART 3) - Totals Awd $258,350.15 2 $505,287.30 | 1 LS | $1,850 | $1,305 |
| 654E11000 COMMERCIAL FERTILIZER | 1.58 TON | $850 | $850 |
| 659E00300 TOPSOIL | 1,466 CY | $54.00 | $38.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 11,320 SY | $2.30 | $2.30 |
| 659E14000 REPAIR SEEDING AND MULCHING | 556 SY | $1.10 | $1.10 |
| 659E15000 INTER-SEEDING | 556 SY | $1.00 | $1.00 |
| 659E31000 LIME | 2.34 ACRE | $35.00 | $35.00 |
| 659E35000 WATER | 63 MGAL | $1.00 | $1.00 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 926 SY | $1.80 | $1.80 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,300 | $1,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $2,480 | $10,500 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $6,650 | $8,000 |
| 832E30000 EROSION CONTROL Section 17 - EROSION CONTROL (PART 3) - Totals Awd $158,942.30 2 $143,556.30 | 37,990 EACH | $1.00 | $1.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 27.8 SY | $100 | $152 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 4 CY | $190 | $350 |
| 602E20000 CONCRETE MASONRY | 2 CY | $2,580 | $2,700 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 1,135 FT | $16.00 | $20.00 |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 4,152 FT | $16.00 | $19.00 |
| 605E31100 AGGREGATE DRAINS | 250 FT | $15.00 | $17.50 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 134 FT | $30.00 | $40.00 |
| 611E00900 6" CONDUIT, TYPE B | 50 FT | $34.00 | $35.00 |
| 611E01400 6" CONDUIT, TYPE E | 100 FT | $30.00 | $26.00 |
| 611E01500 6" CONDUIT, TYPE F | 260 FT | $30.00 | $35.00 |
| 611E05901 15" CONDUIT, TYPE B, AS PER PLAN | 88 FT | $134 | $180 |
| 611E06100 15" CONDUIT, TYPE C | 5 FT | $110 | $300 |
| 611E07401 18" CONDUIT, TYPE B, AS PER PLAN | 181 FT | $140 | $195 |
| 611E07600 18" CONDUIT, TYPE C | 94 FT | $116 | $105 |
| 611E08900 21" CONDUIT, TYPE B | 103 FT | $210 | $150 |
| 611E10201 24" CONDUIT, TYPE A, AS PER PLAN | 90 FT | $180 | $260 |
| 611E96600 CONDUIT, BORED OR JACKED, 18" | 79 FT | $685 | $600 |
| 611E96600 CONDUIT, BORED OR JACKED, 21" | 103 FT | $685 | $605 |
| 611E98470 CATCH BASIN, NO. 2-2B | 4 EACH | $2,600 | $3,700 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $5,250 | $5,500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET Section 18 - DRAINAGE (PART 3) - Totals Awd $350,497.62 2 $374,518.60 | 15 EACH | $680 | $490 |
| 407E20000 NON-TRACKING TACK COAT | 1,106 GAL | $3.00 | $3.00 |
| 625E00450 CONNECTION, FUSED PULL APART | 12 EACH | $165 | $165 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 12 EACH | $165 | $165 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 24 EACH | $159 | $159 |
| 625E10503 LIGHT POLE (INSTALLATION ONLY), AS PER PLAN | 6 EACH | $1,315 | $1,315 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 6 EACH | $2,034 | $2,040 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 423 FT | $6.45 | $6.50 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 240 FT | $2.27 | $2.30 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 1,974 FT | $16.60 | $16.60 |
| 625E25506 CONDUIT, 3", 725.052 | 18 FT | $13.05 | $13.15 |
| 625E25900 CONDUIT, JACKED OR DRILLED, 3", 725.052 | 365 FT | $60.90 | $61.00 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 6 EACH | $542 | $545 |
| 625E29002 TRENCH, 24" DEEP | 1,842 FT | $11.06 | $11.10 |
| 625E30700 PULL BOX, 725.08, 18" | 12 EACH | $1,026 | $1,100 |
| 625E32000 GROUND ROD | 7 EACH | $264 | $265 |
| 625E34000 POWER SERVICE | 1 EACH | $6,596 | $6,600 |
| 625E34450 CONTROL CENTER CABINET, COMPLETE | 1 EACH | $9,360 | $9,400 |
| 625E36010 UNDERGROUND WARNING MARKING TAPE Section 20 - LIGHTING (PART 3) - Totals Awd $143,848.78 2 $145,024.90 | 1,842 FT | $2.03 | $2.05 |
| 621E00100 RPM | 136 EACH | $52.50 | $55.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 140.5 FT | $15.60 | $15.60 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 202 FT | $16.50 | $16.50 |
| 630E06400 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | 262 FT | $39.00 | $39.00 |
| 630E07000 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 | 58 FT | $60.00 | $60.00 |
| 630E07600 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 48 FT | $49.00 | $49.00 |
| 630E08600 SIGN POST REFLECTOR | 13 EACH | $45.00 | $45.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 28 EACH | $520 | $520 |
| 630E80100 SIGN, FLAT SHEET | 428.8 SF | $20.00 | $20.00 |
| 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET | 620 SF | $25.00 | $25.00 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 28 EACH | $870 | $870 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 41 EACH | $10.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 9 EACH | $55.00 | $55.00 |
| 644E00104 EDGE LINE, 6", WHITE | 0.78 MILE | $6,000 | $6,000 |
| 644E00104 EDGE LINE, 6", YELLOW | 0.78 MILE | $6,000 | $6,000 |
| 644E00204 LANE LINE, 6" | 0.18 MILE | $5,000 | $5,000 |
| 644E00300 CENTER LINE | 0.04 MILE | $8,000 | $8,000 |
| 644E00404 CHANNELIZING LINE, 12" | 2,243 FT | $3.00 | $3.00 |
| 644E00500 STOP LINE | 61 FT | $9.00 | $9.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 692 FT | $9.00 | $9.00 |
| 644E00720 CHEVRON MARKING | 313 FT | $9.00 | $9.00 |
| 644E01300 LANE ARROW | 33 EACH | $200 | $200 |
| 644E01360 WRONG WAY ARROW | 8 EACH | $200 | $200 |
| 644E01510 DOTTED LINE, 6" | 275 FT | $1.00 | $1.00 |
| 644E20800 YIELD LINE Section 21 - TRAFFIC CONTROL (PART 3) - Totals Awd $129,734.80 2 $129,598.80 | 34 FT | $34.00 | $20.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $85.00 | $125 |
| 614E11630 INCREASED BARRIER DELINEATION | 8,274 FT | $0.50 | $1.25 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,500 | $2,400 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 186 EACH | $7.00 | $8.25 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 170 EACH | $7.00 | $10.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 166 EACH | $18.00 | $20.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $1,000 | $1,380 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 4.41 MILE | $1,000 | $1,250 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 2,447 FT | $1.00 | $1.00 |
| 616E10000 WATER | 0.06 MGAL | $2,000 | $50.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY Section 22 - MAINTENANCE OF TRAFFIC (PART 3) - Totals Awd $368,280.00 2 $241,253.50 | 12 SNMT | $850 | $1,230 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $12,350 | $7,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $38,305 | $55,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $76,800 | $65,000 |
Project details
- Description
- VAN-US 224-10.88 (PART 1, PART 2 AND PART 3)
- Type of work
- Signals
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 →