LIC-SR 16/SR 37-14.24/15.47
LIC County · est $50M
Bid dateThursday, February 26—
Awarded toKOKOSING CONSTRUCTION COMPANY INC$42.7M
Project scope
Bid form · ODOT
- Drainage15%
- Guardrail & Barrier15%
- Maintaining Traffic11%
- Structures / Bridge8%
- Signs8%
- Earthwork7%
- Other36%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 302E66001 ASPHALT CONCRETE BASE, AS PER PLAN | 34,570 CY | $195 | $6.74M | 16% |
| 442E10331 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 12,377 CY | $290 | $3.59M | 8% |
| 622E10141 CONCRETE BARRIER, SINGLE SLOPE, TYPE C1, AS PER PL | 16,486 FT | $165 | $2.72M | 6% |
| 304E20000 AGGREGATE BASE | 37,741 CY | $70 | $2.64M | 6% |
| 442E10087 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 11,627 CY | $220 | $2.56M | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $2,241,088 | $2.24M | 5% |
| 624E10000 MOBILIZATION Section 12 - INCIDENTALS - Totals Awd $5,010,338.48 2 $3,554,250.00 | 1 LS | $2,124,000 | $2.12M | 5% |
| 202E23000 PAVEMENT REMOVED | 143,725 SY | $14 | $2.01M | 5% |
| 442E20170 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 9,657 CY | $195 | $1.88M | 4% |
| 206E10500 CEMENT | 5,915 TON | $217.11 | $1.28M | 3% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 219 more items below.
Rank 1Kokosing Construction Company INC$42.7MRank 2Complete General Construction Company$43.3M
| Item | Quantity | R1Kokosing Construction Company INC | R2Complete General Construction Company | % of bid |
|---|---|---|---|---|
| 302E66001 ASPHALT CONCRETE BASE, AS PER PLAN | 34,570 CY | $195 | $178 | 20% |
| 442E10331 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 12,377 CY | $290 | $256 | 11% |
| 622E10141 CONCRETE BARRIER, SINGLE SLOPE, TYPE C1, AS PER PL | 16,486 FT | $165 | $189 | 8% |
| 304E20000 AGGREGATE BASE | 37,741 CY | $70.00 | $74.00 | 8% |
| 442E10087 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 11,627 CY | $220 | $193 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $2,241,088 | $771,500 | 7% |
| 624E10000 MOBILIZATION Section 12 - INCIDENTALS - Totals Awd $5,010,338.48 2 $3,554,250.00 | 1 LS | $2,124,000 | $2,162,500 | 6% |
| 202E23000 PAVEMENT REMOVED | 143,725 SY | $14.00 | $11.00 | 6% |
| 442E20170 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 9,657 CY | $195 | $184 | 6% |
| 206E10500 CEMENT | 5,915 TON | $217 | $217 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 103,020 FT | $11.00 | $24.00 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50" DEPTH) | 378,596 SY | $2.40 | $2.40 | 3% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 3,411 CY | $220 | $220 | 2% |
| 206E15010 CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP | 228,550 SY | $2.86 | $2.60 | 2% |
| 622E25015 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 115 EACH | $5,000 | $7,160 | 2% |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 67,372 FT | $8.00 | $10.75 | 2% |
| 611E99111 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1, AS | 34 EACH | $15,000 | $14,000 | 1% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $707,666.80 2 $669,370.37 | 500,000 EACH | $1.00 | $1.00 | 1% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 6,350 SY | $65.00 | $56.00 | 1% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 15,625 FT | $26.00 | $24.00 | 1% |
Show all 239 line items
| Item | Quantity | R1Kokosing Construction Company INC | R2Complete General Construction Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $15,000 | $100,000 |
| 202E20010 HEADWALL REMOVED | 7 EACH | $300 | $360 |
| 202E30700 CONCRETE BARRIER REMOVED | 413 FT | $20.00 | $61.00 |
| 202E32000 CURB REMOVED | 72 FT | $15.00 | $17.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 330 FT | $35.00 | $53.00 |
| 202E35101 PIPE REMOVED, 24" DIAMETER AND UNDER, AS PER PLAN | 119,632 FT | $2.20 | $1.65 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 52 FT | $108 | $100 |
| 202E38000 GUARDRAIL REMOVED | 3,012.5 FT | $2.00 | $2.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 12,512.5 FT | $2.50 | $2.80 |
| 202E38300 GUARDRAIL REMOVED, BARRIER DESIGN | 325 FT | $3.50 | $3.20 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 11 EACH | $175 | $175 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 12 EACH | $100 | $100 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $100 | $85.00 |
| 202E47800 IMPACT ATTENUATOR REMOVED | 7 EACH | $50.00 | $265 |
| 202E48000 CABLE BARRIER REMOVED | 3,417 FT | $4.13 | $4.00 |
| 202E58100 CATCH BASIN REMOVED | 27 EACH | $500 | $465 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT (12") | 392 FT | $13.00 | $19.00 |
| 202E98100 REMOVAL MISC.: UNDERDRAIN OUTLET | 40 EACH | $140 | $185 |
| 203E10000 EXCAVATION | 37,389 CY | $9.00 | $28.50 |
| 203E20000 EMBANKMENT | 32,809 CY | $3.50 | $18.90 |
| 203E35111 GRANULAR MATERIAL, TYPE B, AS PER PLAN | 1,856 CY | $60.00 | $73.00 |
| 204E10000 SUBGRADE COMPACTION | 5,433 SY | $4.00 | $5.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 3,954 CY | $20.00 | $28.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 3,954 CY | $57.50 | $63.00 |
| 204E45000 PROOF ROLLING | 77 HOUR | $210 | $365 |
| 204E50000 GEOTEXTILE FABRIC | 5,000 SY | $1.50 | $2.20 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN | 2,784 SY | $2.75 | $3.00 |
| 204E51000 GEOGRID | 10,433 SY | $2.50 | $2.70 |
| 206E11000 CURING COAT | 228,550 SY | $1.20 | $1.20 |
| 206E30000 MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | 1 LS | $64,473 | $64,475 |
| 209E60500 LINEAR GRADING | 10.18 MILE | $6,200 | $3,000 |
| 606E19001 GUARDRAIL POST, STEEL, AS PER PLAN | 25 EACH | $85.00 | $100 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 10 EACH | $2,400 | $2,560 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 9 EACH | $1,100 | $1,380 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,400 | $2,840 |
| 606E55010 SPECIAL - CABLE BARRIER WITH CONCRETE LINE POST FO | 1,430 FT | $24.00 | $26.00 |
| 606E55150 SPECIAL - CABLE BARRIER, ANCHOR ASSEMBLY | 3 EACH | $5,200 | $4,150 |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 1 EACH | $8,000 | $9,850 |
| 606E98000 GUARDRAIL, MISC.: EXISTING W-BEAM FOR SHOULDER SUP | 250 FT | $10.00 | $14.00 |
| 606E98000 GUARDRAIL, MISC.: SHOULDER SUPPORT BENCHING | 12,538 FT | $7.50 | $7.20 |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 57 FT | $185 | $300 |
| 622E24861 CONCRETE BARRIER END SECTION, TYPE C1, AS PER PLAN | 1 EACH | $9,000 | $12,000 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 2 EACH | $4,000 | $4,850 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 2 EACH | $5,000 | $5,350 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 180 EACH | $150 | $360 |
| 623E40900 MONUMENT, MISC.: CENTERLINE MONUMENT IN CONCRETE B | 56 EACH | $125 | $360 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $5,000 | $5,000 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $5,000 | $15,000 |
| 690E98300 SPECIAL - NO MOW STRIP Section 1 - ROADWAY - Totals Awd $9,715,164.01 2 $11,266,833.10 | 705 SY | $70.00 | $70.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 79 SY | $130 | $130 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 11 CY | $545 | $330 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 | $100 |
| 659E00300 TOPSOIL | 600 CY | $37.50 | $65.00 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 51,873 SY | $0.60 | $0.69 |
| 659E14000 REPAIR SEEDING AND MULCHING | 2,594 SY | $0.80 | $0.80 |
| 659E15000 INTER-SEEDING | 2,594 SY | $0.40 | $0.40 |
| 659E20000 COMMERCIAL FERTILIZER | 7 TON | $400 | $500 |
| 659E31000 LIME | 10.7 ACRE | $10.00 | $10.00 |
| 659E35000 WATER | 295 MGAL | $0.50 | $0.50 |
| 659E40000 MOWING | 117 MSF | $11.10 | $11.10 |
| 670E00500 SLOPE EROSION PROTECTION | 5,400 SY | $1.78 | $1.78 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,000 | $8,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $90,000 | $31,200 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $27,500 | $23,500 |
| 602E20000 CONCRETE MASONRY | 2.3 CY | $6,475 | $3,500 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 3,338 FT | $10.70 | $15.00 |
| 605E13500 6" ROCK CUT UNDERDRAINS | 200 FT | $40.00 | $15.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 46,491 FT | $6.30 | $8.75 |
| 605E31100 AGGREGATE DRAINS | 200 FT | $15.00 | $11.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 602 FT | $35.00 | $20.00 |
| 611E00900 6" CONDUIT, TYPE B | 2,238 FT | $38.00 | $40.00 |
| 611E01400 6" CONDUIT, TYPE E | 200 FT | $26.00 | $15.00 |
| 611E01500 6" CONDUIT, TYPE F | 400 FT | $43.00 | $15.00 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN | 90 FT | $240 | $145 |
| 611E04600 12" CONDUIT, TYPE C | 32 FT | $220 | $120 |
| 611E05901 15" CONDUIT, TYPE B, AS PER PLAN | 1,334 FT | $165 | $110 |
| 611E07401 18" CONDUIT, TYPE B, AS PER PLAN | 77 FT | $360 | $150 |
| 611E08901 21" CONDUIT, TYPE B, AS PER PLAN | 26 FT | $305 | $200 |
| 611E10401 24" CONDUIT, TYPE B, AS PER PLAN | 20 FT | $435 | $200 |
| 611E13401 30" CONDUIT, TYPE B, AS PER PLAN | 40 FT | $430 | $210 |
| 611E16401 36" CONDUIT, TYPE B, AS PER PLAN | 16 FT | $600 | $400 |
| 611E96600 CONDUIT, BORED OR JACKED (15", TYPE B) | 412 FT | $660 | $630 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $7,400 | $9,000 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 10 EACH | $3,000 | $2,000 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET Section 3 - DRAINAGE - Totals Awd $2,182,137.40 2 $2,277,965.25 | 31 EACH | $675 | $300 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (V | 10,654 SY | $4.00 | $4.60 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 39,296 FT | $1.50 | $2.00 |
| 407E20000 NON-TRACKING TACK COAT | 62,961 GAL | $2.65 | $4.20 |
| 408E10001 PRIME COAT, AS PER PLAN | 4,021 GAL | $4.75 | $4.50 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 20,881 CY | $1.00 | $6.75 |
| 609E24510 CURB, TYPE 4-C | 36 FT | $72.00 | $75.00 |
| 617E10100 COMPACTED AGGREGATE | 7 CY | $75.00 | $185 |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 560 CY | $75.00 | $115 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 17.46 MILE | $840 | $1,250 |
| 690E98400 SPECIAL - INTELLIGENT COMPACTION | 1 LS | $80,000 | $180,000 |
| 690E98400 SPECIAL - PAVER MOUNTED THERMAL PROFILING | 1 LS | $10,000 | $25,000 |
| 874E20001 LONGITUDINAL JOINT PREPARATION, AS PER PLAN (PASS | 37,837 FT | $4.00 | $2.00 |
| 874E20001 LONGITUDINAL JOINT PREPARATION, AS PER PLAN (PASS Section 4 - PAVEMENT - Totals Awd $19,852,240.70 2 $18,788,043.20 | 37,837 FT | $4.50 | $1.60 |
| 621E00100 RPM | 656 EACH | $32.50 | $46.05 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 656 EACH | $7.09 | $13.00 |
| 625E32000 GROUND ROD | 10 EACH | $376 | $300 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (ONE-WAY) | 4 EACH | $12.50 | $12.10 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (TWO-WAY) | 386 EACH | $12.50 | $12.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (ONE-WAY) | 181 EACH | $12.00 | $14.00 |
| 626E00118 BARRIER REFLECTOR, TYPE 6 | 18 EACH | $15.00 | $15.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 930 FT | $12.50 | $18.00 |
| 630E04101 GROUND MOUNTED SUPPORT, NO. 4 POST, AS PER PLAN | 47 FT | $20.00 | $22.00 |
| 630E06400 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | 278.4 FT | $20.00 | $35.00 |
| 630E06500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 103.7 FT | $20.00 | $40.00 |
| 630E08000 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W12X30 | 344 FT | $55.00 | $80.00 |
| 630E08600 SIGN POST REFLECTOR | 15 EACH | $45.00 | $45.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 28 EACH | $550 | $650 |
| 630E72330 OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 10 | 1 EACH | $34,500 | $42,425 |
| 630E72420 OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 2 | 3 EACH | $75,000 | $87,350 |
| 630E79611 SIGN SUPPORT ASSEMBLY, BARRIER MOUNTED, AS PER PLA | 25 EACH | $1,200 | $920 |
| 630E80100 SIGN, FLAT SHEET | 245.4 SF | $20.00 | $20.00 |
| 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET | 1,558 SF | $25.00 | $25.90 |
| 630E80224 SIGN, OVERHEAD EXTRUSHEET | 1,498.8 SF | $25.00 | $26.00 |
| 630E82000 SIGN BACKING ASSEMBLY | 11 EACH | $150 | $165 |
| 630E84010 CONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUN | 6 EACH | $14,959 | $13,150 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 34 EACH | $800 | $1,160 |
| 630E84510 RIGID OVERHEAD SIGN SUPPORT FOUNDATION | 4 EACH | $10,500 | $7,850 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 33 EACH | $15.00 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 54 EACH | $100 | $65.00 |
| 630E85400 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL | 12 EACH | $150 | $235 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 104 EACH | $15.00 | $20.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 29 EACH | $375 | $325 |
| 630E86272 REMOVAL OF GROUND MOUNTED PIPE SUPPORT AND DISPOSA | 4 EACH | $375 | $120 |
| 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | 11 EACH | $325 | $375 |
| 630E89804 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYP | 3 EACH | $2,500 | $3,825 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 19.23 MILE | $835 | $1,020 |
| 642E00204 LANE LINE, 6", TYPE 1 | 8.82 MILE | $595 | $525 |
| 642E00300 CENTER LINE, TYPE 1 | 0.01 MILE | $3,500 | $1,295 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 6,478 FT | $0.90 | $0.75 |
| 642E00500 STOP LINE, TYPE 1 | 89 FT | $5.50 | $3.50 |
| 642E01300 LANE ARROW, TYPE 1 | 3 EACH | $85.00 | $150 |
| 642E01322 WRONG WAY ARROW, TYPE 1 | 4 EACH | $195 | $300 |
| 642E01400 WORD ON PAVEMENT, 72", TYPE 1 | 1 EACH | $150 | $175 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 7,406 FT | $0.80 | $0.70 |
| 646E10010 EDGE LINE, 6" | 0.39 MILE | $15,700 | $8,720 |
| 646E10110 LANE LINE, 6" | 0.18 MILE | $9,500 | $2,975 |
| 646E10200 CENTER LINE | 0.12 MILE | $26,300 | $11,645 |
| 646E10300 CHANNELIZING LINE, 8" | 1,192 FT | $3.50 | $2.75 |
| 646E20300 LANE ARROW | 10 EACH | $185 | $335 |
| 646E20400 WORD ON PAVEMENT, 72" Section 5 - TRAFFIC CONTROL - Totals Awd $709,367.19 2 $775,793.15 | 6 EACH | $200 | $375 |
| 625E25908 CONDUIT, JACKED OR DRILLED, 725.052 (2") | 2,232 FT | $30.00 | $11.50 |
| 625E29010 TRENCH, 30" DEEP | 769 FT | $8.25 | $9.00 |
| 809E00530 ITS JUNCTION BOX, 17x24x6 INCHES | 23 EACH | $1,375 | $5,360 |
| 809E02000 32" ITS PULL BOX WITH PAD AND STANDARD LID ASSEMBL | 13 EACH | $3,775 | $4,350 |
| 809E10000 TRACER WIRE | 3,001 FT | $0.30 | $1.00 |
| 809E23100 MICRO-DUCT INNERDUCT, 14/10 | 84,100 FT | $2.20 | $1.10 |
| 809E23900 CONDUIT, 2" DIAMETER, HDPE Section 6 - TRAFFIC SURVEILLANCE - Totals Awd $419,340.55 2 $372,455.50 | 19,854 FT | $4.00 | $3.25 |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN | 132 CY | $750 | $625 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (VARIABLE DEPTH | 5,000 SY | $4.50 | $6.15 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 250 CY | $237 | $164 |
| 304E20000 AGGREGATE BASE | 250 CY | $105 | $100 |
| 407E20000 NON-TRACKING TACK COAT | 3,600 GAL | $2.65 | $4.30 |
| 408E10000 PRIME COAT | 400 GAL | $4.75 | $5.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 50 CY | $90.00 | $115 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 30 CY | $115 | $140 |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 200 CY | $290 | $228 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 50 FT | $25.00 | $22.20 |
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN (MASH 201 | 1 EACH | $2,500 | $2,150 |
| 606E26551 ANCHOR ASSEMBLY, MGS TYPE T, AS PER PLAN | 1 EACH | $1,250 | $1,350 |
| 611E05901 15" CONDUIT, TYPE B, AS PER PLAN | 973 FT | $95.00 | $95.00 |
| 611E97011 SLOTTED DRAIN, TYPE 2, AS PER PLAN (15") | 643 FT | $150 | $150 |
| 611E98261 CATCH BASIN, NO. 4 WITHOUT APRON, AS PER PLAN | 2 EACH | $4,900 | $5,800 |
| 611E98371 CATCH BASIN, NO. 6, AS PER PLAN | 3 EACH | $3,000 | $3,700 |
| 611E98635 CATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN | 2 EACH | $3,000 | $2,200 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 1,250 HOUR | $103 | $120 |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL (RAMPS A/B) | 1 EACH | $38,000 | $45,000 |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL (RAMPS C/D) | 1 EACH | $38,000 | $45,000 |
| 614E11630 INCREASED BARRIER DELINEATION | 4,788 FT | $0.50 | $2.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 | $2,365 |
| 614E12420 DETOUR SIGNING | 1 LS | $18,850 | $39,000 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 10 EACH | $95.00 | $270 |
| 614E12500 REPLACEMENT SIGN | 15 EACH | $100 | $385 |
| 614E12600 REPLACEMENT DRUM | 40 EACH | $80.00 | $80.00 |
| 614E12756 WORK ZONE CROSSOVER LIGHTING SYSTEM | 1 EACH | $50,000 | $105,000 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 977 EACH | $10.25 | $10.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $260 | $500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 777 EACH | $12.75 | $9.50 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE-WAY) | 2,941 EACH | $9.50 | $6.50 |
| 614E13350 OBJECT MARKER, ONE WAY | 1,638 EACH | $18.25 | $18.00 |
| 614E18000 MAINTAINING TRAFFIC, MISC.: SAFETY REPAIRS | 50,000 EACH | $1.00 | $1.00 |
| 614E18000 MAINTAINING TRAFFIC, MISC.: WORK ZONE CAMERA | 2 EACH | $35,000 | $65,000 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 160 SNMT | $570 | $675 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 37 MILE | $1,380 | $335 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 144.57 MILE | $1,065 | $910 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 75,582 FT | $0.52 | $0.75 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 44,506 FT | $0.58 | $0.70 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 171 FT | $5.00 | $3.50 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 7 EACH | $115 | $100 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $100,000 | $150,000 |
| 616E10000 WATER | 99 MGAL | $75.00 | $100 |
| 617E10100 COMPACTED AGGREGATE | 50 CY | $100 | $145 |
| 621E00100 RPM | 1,758 EACH | $32.50 | $39.45 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,758 EACH | $4.50 | $13.00 |
| 622E80000 GLARE SCREEN | 42,500 FT | $9.00 | $7.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (ONE-WAY) | 4 EACH | $53.00 | $14.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 300 SNMT | $460 | $400 |
| 251E01011 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN Section 7 - MAINTENANCE OF TRAFFIC - Totals Awd $3,726,629.17 2 $5,152,034.00 | 60 CY | $800 | $1,120 |
| 202E98200 REMOVAL MISC.: DETERIORATED DECK EDGES | 285 FT | $15.00 | $89.00 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B Section 8 - STRUCTURE REPAIR (LIC-16.14.151 or SFN 4 - Totals Awd $70,275.00 2 $87,240.00 | 75 SY | $880 | $825 |
| 512E10301 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN, AS Section 9 - STRUCTURE REPAIR (LIC-661-0.034 SFN 4506 - Totals Awd $28,165.50 2 $30,299.25 | 1,707 SY | $16.50 | $17.75 |
| 512E10301 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN, AS Section 10 - STRUCTURE REPAIR (LIC-16-15.601 OR SFN 4 - Totals Awd $47,124.00 2 $50,694.00 | 2,856 SY | $16.50 | $17.75 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 18 CY | $4,000 | $5,000 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 1,284 LB | $3.80 | $3.40 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 256 EACH | $26.00 | $24.50 |
| 511E71100 CONCRETE, MISC.: CLASS QC2 WITH ACCELERATING ADMIX | 18 CY | $3,300 | $3,150 |
| 512E10301 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN, AS | 2,132 SY | $16.50 | $17.75 |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: 3" BEJS E | 196 FT | $48.00 | $95.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN Section 11 - STRUCTURE REPAIR (LIC-16-17.194 SFN 4500 - Totals Awd $191,781.20 2 $225,089.60 | 426 FT | $10.00 | $26.50 |
| 100E51100 DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION BOARD | 120,000 EACH | $1.00 | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $196,000 | $201,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $10,000 | $20,000 |
| 111E10100 SPECIAL - DEPARTMENTS SHARE FACILITATED PARTNERING | 9,250 EACH | $1.00 | $1.00 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $300,000 | $250,000 |
| 623E11000 PROVIDING ELECTRONIC INSTRUMENTATION | 1 LS | $10,000 | $20,000 |
Project details
- Description
- LIC-SR 16/SR 37-14.24/15.47
- Type of work
- Pavement
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 →