SUM-IR 277-03.73
SUM County · est $15M
Bid dateThursday, February 19—
Awarded toKENMORE CONSTRUCTION CO INC$15.4M
Project scope
Bid form · ODOT
- Structures / Bridge21%
- Guardrail & Barrier13%
- Maintaining Traffic12%
- Drainage11%
- Earthwork8%
- Pavement Marking8%
- Other28%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 1,929 CY | $1,450 | $2.80M | 18% |
| 514E00100 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 1 LS | $1,400,000 | $1.40M | 9% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $850,000 | $850k | 6% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 516,605 LB | $1.45 | $749k | 5% |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,044 CY | $246 | $749k | 5% |
| 514E00200 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 1 LS | $620,000 | $620k | 4% |
| 513E90000 STRUCTURAL STEEL, MISC.: FLANGE PLATE RETROFITS | 24,500 LB | $19.64 | $481k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $430,000 | $430k | 3% |
| 624E10000 MOBILIZATION Section 8 - INCIDENTALS - Totals Awd $1,041,300.00 2 $1,915,000.00 3 $1,894,600.00 4 $2,220,750.00 | 1 LS | $400,000 | $400k | 3% |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 11,303 SF | $35 | $396k | 3% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 145 more items below.
Rank 1Kenmore Construction CO INC$15.4MRank 2Ruhlin Company$15.6MRank 3J D Williamson Construction CO INC$16.1MRank 4Great Lakes Construction CO$16.5M
| Item | Quantity | R1Kenmore Construction CO INC | R2Ruhlin Company | R3J D Williamson Construction CO INC | R4Great Lakes Construction CO | % of bid |
|---|---|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 1,929 CY | $1,450 | $1,025 | $950 | $1,200 | 24% |
| 514E00100 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 1 LS | $1,400,000 | $1,375,200 | $1,400,000 | $1,342,600 | 12% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $850,000 | $1,100,000 | $1,433,000 | $1,200,000 | 7% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 516,605 LB | $1.45 | $1.70 | $1.42 | $1.85 | 6% |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,044 CY | $246 | $275 | $275 | $275 | 6% |
| 514E00200 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 1 LS | $620,000 | $350,000 | $625,000 | $382,600 | 5% |
| 513E90000 STRUCTURAL STEEL, MISC.: FLANGE PLATE RETROFITS | 24,500 LB | $19.64 | $11.50 | $21.00 | $18.50 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $430,000 | $848,000 | $825,000 | $1,090,000 | 4% |
| 624E10000 MOBILIZATION Section 8 - INCIDENTALS - Totals Awd $1,041,300.00 2 $1,915,000.00 3 $1,894,600.00 4 $2,220,750.00 | 1 LS | $400,000 | $778,000 | $800,000 | $826,000 | 3% |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 11,303 SF | $35.00 | $50.00 | $39.00 | $35.00 | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC Section 6 - MAINTENANCE OF TRAFFIC - Totals Awd $1,534,903.50 2 $1,454,040.00 3 $1,654,975.50 4 $1,455,391.72 | 1 LS | $375,000 | $450,000 | $630,000 | $345,000 | 3% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $350,000 | $325,000 | $325,000 | $250,000 | 3% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 385 CY | $800 | $500 | $900 | $650 | 3% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 3,430 SY | $85.00 | $100 | $100 | $100 | 3% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 589 SY | $480 | $350 | $400 | $475 | 2% |
| 514E00300 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 1 LS | $250,000 | $410,000 | $255,000 | $410,000 | 2% |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 20,500 LB | $12.16 | $9.50 | $10.90 | $8.50 | 2% |
| 611E97010 SLOTTED DRAIN, TYPE 2, 15" | 756 FT | $275 | $325 | $200 | $165 | 2% |
| 514E00400 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 1 LS | $200,000 | $410,000 | $205,000 | $410,000 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 9,017 FT | $20.00 | $15.50 | $16.00 | $22.00 | 2% |
Show all 165 line items
| Item | Quantity | R1Kenmore Construction CO INC | R2Ruhlin Company | R3J D Williamson Construction CO INC | R4Great Lakes Construction CO |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100,000 | $80,000 | $40,000 | $7,500 |
| 202E23000 PAVEMENT REMOVED | 1,763 SY | $32.00 | $22.00 | $40.00 | $25.00 |
| 202E30700 CONCRETE BARRIER REMOVED | 149 FT | $10.00 | $40.00 | $62.00 | $60.00 |
| 202E38000 GUARDRAIL REMOVED | 335 FT | $5.00 | $5.00 | $5.00 | $5.00 |
| 202E98100 REMOVAL MISC.: INSPECTION WELL | 2 EACH | $650 | $650 | $440 | $325 |
| 202E98200 REMOVAL MISC.: CONDUIT | 150 FT | $30.00 | $35.00 | $6.00 | $65.00 |
| 203E10000 EXCAVATION (FOR PAVEMENT REPAIR) | 17 CY | $135 | $75.00 | $75.00 | $75.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 10 CY | $55.00 | $135 | $120 | $160 |
| 204E10000 SUBGRADE COMPACTION | 1,998 SY | $2.50 | $5.00 | $7.00 | $4.25 |
| 204E13000 EXCAVATION OF SUBGRADE | 17 CY | $70.00 | $200 | $100 | $160 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 17 CY | $105 | $225 | $100 | $155 |
| 204E45000 PROOF ROLLING | 1 HOUR | $150 | $500 | $400 | $400 |
| 204E50000 GEOTEXTILE FABRIC | 50 SY | $18.00 | $2.00 | $4.00 | $10.50 |
| 209E60201 LINEAR GRADING, AS PER PLAN | 2 STA | $975 | $600 | $300 | $475 |
| 606E15050 GUARDRAIL, TYPE MGS | 187.5 FT | $32.00 | $32.00 | $36.00 | $32.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 1 EACH | $3,150 | $3,150 | $3,000 | $3,150 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,850 | $2,850 | $3,650 | $2,850 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $750 | $750 | $850 | $750 |
| 622E10100 CONCRETE BARRIER, SINGLE SLOPE, TYPE B1 | 9 FT | $385 | $350 | $240 | $435 |
| 622E10200 BARRIER TRANSITION | 2 EACH | $10,000 | $4,000 | $11,000 | $8,750 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 2 EACH | $6,250 | $5,600 | $6,500 | $7,250 |
| 622E25006 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 4 EACH | $6,500 | $6,500 | $10,000 | $7,750 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS | 1 LS | $4,000 | $2,500 | $10,000 | $1,250 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION Section 1 - ROADWAY - Totals Awd $284,011.00 2 $224,311.00 3 $252,684.00 4 $176,326.50 | 1 LS | $22,500 | $2,500 | $2,500 | $625 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 12 SY | $170 | $200 | $250 | $290 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 77 SY | $145 | $125 | $110 | $125 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 | $400 | $100 | $400 |
| 659E00300 TOPSOIL | 22 CY | $35.00 | $160 | $75.00 | $160 |
| 659E10000 SEEDING AND MULCHING | 200 SY | $11.75 | $4.00 | $4.00 | $4.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 10 SY | $16.00 | $10.00 | $0.50 | $10.00 |
| 659E15000 INTER-SEEDING | 10 SY | $16.00 | $10.00 | $0.25 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.03 TON | $1,000 | $1,500 | $450 | $1,500 |
| 659E31000 LIME | 0.04 ACRE | $1.00 | $1.00 | $30.00 | $1.00 |
| 659E35000 WATER | 1 MGAL | $10.00 | $70.00 | $2.00 | $70.00 |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $146,885.04 2 $147,460.04 3 $144,144.20 4 $148,450.04 | 130,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.6 CY | $2,850 | $6,000 | $3,000 | $2,900 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 388 FT | $50.00 | $28.00 | $21.00 | $23.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 40 FT | $20.00 | $22.00 | $24.00 | $35.50 |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 570 FT | $32.00 | $30.00 | $21.00 | $18.50 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 161 FT | $70.00 | $50.00 | $25.00 | $50.00 |
| 611E01500 6" CONDUIT, TYPE F | 40 FT | $34.00 | $60.00 | $25.00 | $45.00 |
| 611E05900 15" CONDUIT, TYPE B | 131 FT | $145 | $200 | $130 | $190 |
| 611E07400 18" CONDUIT, TYPE B | 52 FT | $190 | $250 | $140 | $250 |
| 611E08201 18" CONDUIT, TYPE F, AS PER PLAN, 707.33 | 132 FT | $115 | $125 | $60.00 | $165 |
| 611E97200 CONDUIT, MISC.: TYPE C FOR DRAINAGE DISCHARGE CONT | 50 EACH | $40.00 | $75.00 | $30.00 | $50.00 |
| 611E97200 CONDUIT, MISC.: TYPE E FOR DRAINAGE DISCHARGE CONT | 50 EACH | $55.00 | $80.00 | $25.00 | $50.00 |
| 611E97200 CONDUIT, MISC.: TYPE F FOR DRAINAGE DISCHARGE CONT | 50 EACH | $50.00 | $65.00 | $25.00 | $50.00 |
| 611E99074 BARRIER INLET, SINGLE SLOPE, TYPE D | 2 EACH | $12,000 | $15,000 | $19,000 | $18,000 |
| 611E99100 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B1 | 2 EACH | $14,500 | $10,000 | $19,000 | $22,000 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 6 EACH | $375 | $450 | $450 | $450 |
| 611E99720 INSPECTION WELL | 2 EACH | $1,000 | $2,500 | $950 | $1,500 |
| 611E05901 15" CONDUIT, TYPE B, AS PER PLAN Section 3 - DRAINAGE - Totals Awd $453,385.00 2 $549,119.00 3 $357,808.00 4 $428,889.00 | 495 FT | $170 | $275 | $125 | $240 |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 300 SY | $65.00 | $115 | $115 | $115 |
| 253E01000 PAVEMENT REPAIR | 300 SY | $150 | $135 | $135 | $135 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=1.5") | 65,556 SY | $2.00 | $2.35 | $2.35 | $2.35 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=3") | 2,041 SY | $13.00 | $8.75 | $8.75 | $8.75 |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 588 CY | $225 | $195 | $195 | $195 |
| 304E20000 AGGREGATE BASE | 855 CY | $75.00 | $100 | $122 | $105 |
| 304E20000 AGGREGATE BASE (FOR PAVEMENT REPAIR) | 17 CY | $75.00 | $110 | $110 | $110 |
| 407E20000 NON-TRACKING TACK COAT | 5,779 GAL | $5.00 | $3.00 | $3.00 | $3.00 |
| 441E70800 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (12 CY | $350 | $860 | $860 | $860 |
| 609E24511 CURB, TYPE 4-C, AS PER PLAN | 29 FT | $50.00 | $100 | $30.00 | $125 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) Section 4 - PAVEMENT - Totals Awd $1,215,164.22 2 $1,328,552.57 3 $1,345,586.83 4 $1,333,552.57 | 25,426 FT | $0.47 | $0.47 | $0.48 | $0.47 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 2 EACH | $120 | $120 | $26.00 | $150 |
| 621E00101 RPM, AS PER PLAN | 367 EACH | $57.00 | $52.00 | $56.00 | $52.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 16 EACH | $13.00 | $13.00 | $13.00 | $13.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 14 EACH | $13.00 | $13.00 | $13.00 | $13.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 5 EACH | $13.00 | $13.00 | $13.00 | $13.00 |
| 646E10620 CHEVRON MARKING | 295 FT | $13.00 | $13.50 | $14.00 | $13.50 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 4.56 MILE | $4,500 | $4,500 | $4,600 | $4,500 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 1.47 MILE | $2,250 | $2,250 | $2,300 | $2,250 |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 6,788 FT | $2.50 | $2.50 | $2.60 | $2.50 |
| 807E12410 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 4,188 FT | $1.50 | $1.50 | $1.55 | $1.50 |
| 807E12430 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 1,069 FT | $2.00 | $2.00 | $2.00 | $2.00 |
| 809E01920 ITS PULL BOX WITH PAD AND HINGED LID ASSEMBLY, 32" | 2 EACH | $6,800 | $4,600 | $7,000 | $6,802 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1,350 | $1,350 | $1,400 | $1,350 |
| 850E10110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.00 | $1.00 | $1.00 | $1.00 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.25 | $1.25 | $1.25 | $1.25 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,750 | $2,750 | $2,800 | $2,750 |
| 850E20110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.75 | $1.75 | $1.75 | $1.75 |
| 850E20130 GROOVING FOR 12" RECESSED PAVEMENT MARKING Section 5 - TRAFFIC CONTROL - Totals Awd $112,580.25 2 $106,492.75 3 $114,439.45 4 $110,956.75 | — | $2.25 | $2.25 | $2.25 | $2.25 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 300 HOUR | $110 | $90.00 | $100 | $100 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,500 | $2,500 | $2,400 | $2,500 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 8 EACH | $185 | $185 | $190 | $185 |
| 614E12500 REPLACEMENT SIGN | 10 EACH | $185 | $185 | $190 | $185 |
| 614E12600 REPLACEMENT DRUM | 90 EACH | $52.00 | $52.50 | $55.00 | $52.50 |
| 614E12610 SPECIAL - TYPE B FLASHING WARNING LIGHT | 12 EACH | $35.00 | $35.00 | $35.00 | $35.00 |
| 614E12756 WORK ZONE CROSSOVER LIGHTING SYSTEM | 2 EACH | $38,170 | $70,000 | $40,000 | $38,170 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 3,319 EACH | $25.00 | $15.00 | $21.00 | $17.88 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 3,802 EACH | $6.00 | $6.00 | $6.00 | $6.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 21 EACH | $15.00 | $15.00 | $15.00 | $15.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 9 EACH | $16.00 | $16.50 | $17.00 | $16.50 |
| 614E13360 OBJECT MARKER, TWO WAY | 554 EACH | $18.00 | $18.50 | $19.00 | $18.50 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 48 SNMT | $725 | $725 | $1,100 | $725 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.24 MILE | $12,500 | $12,500 | $12,500 | $12,500 |
| 614E98000 WORK ZONE PAVEMENT MARKING, MISC.: EDGE LINE, 6" | 13.58 MILE | $3,250 | $3,250 | $3,250 | $3,250 |
| 614E98000 WORK ZONE PAVEMENT MARKING, MISC.: LANE LINE, 6" | 2.6 MILE | $2,750 | $2,750 | $2,750 | $2,750 |
| 614E98100 WORK ZONE PAVEMENT MARKING, MISC.: CHANNELIZING LI | 21,295 FT | $1.50 | $1.50 | $1.50 | $1.50 |
| 614E98100 WORK ZONE PAVEMENT MARKING, MISC.: DOTTED LINE, 6" | 4,623 FT | $1.00 | $1.00 | $1.00 | $1.00 |
| 622E41011 PORTABLE BARRIER, 50", AS PER PLAN | 2,819 FT | $50.00 | $16.00 | $22.00 | $34.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 1,307 FT | $75.00 | $12.50 | $20.00 | $34.00 |
| 622E90200 BARRIER, MISC.: PCB TO PERMANENT BARRIER TRANSITIO | 4 EACH | $6,000 | $2,500 | $5,000 | $7,500 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 48 SNMT | $425 | $425 | $425 | $425 |
| 202E22900 APPROACH SLAB REMOVED | 400 SY | $45.00 | $50.00 | $80.00 | $60.00 |
| 202E23500 WEARING COURSE REMOVED | 6,626 SY | $6.00 | $6.00 | $8.00 | $6.57 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $150,000 | $85,000 | $135,000 | $240,000 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 17,611 FT | $1.15 | $1.70 | $1.40 | $1.65 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 1,075 EACH | $30.00 | $25.00 | $24.00 | $25.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 4 EACH | $4,500 | $4,500 | $3,000 | $5,000 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 50 CY | $1,650 | $750 | $900 | $1,600 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 46 CY | $1,700 | $1,800 | $1,500 | $1,900 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 15 CY | $1,650 | $1,250 | $700 | $2,100 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 4,137 SY | $35.00 | $40.00 | $40.00 | $30.00 |
| 512E33000 TYPE 2 WATERPROOFING | 112 SY | $50.00 | $50.00 | $31.00 | $35.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 1,898 SY | $55.00 | $32.00 | $38.00 | $45.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 18,480 EACH | $4.60 | $5.00 | $4.60 | $4.60 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 130 MNHR | $150 | $20.00 | $150 | $20.00 |
| 514E10000 FINAL INSPECTION REPAIR | 38 EACH | $250 | $100 | $250 | $100 |
| 514E27700 FIELD PAINTING, MISC.: COATING OF EXISTING GIRDER | 1,629 SF | $110 | $39.00 | $110 | $39.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 269 FT | $32.00 | $40.00 | $80.00 | $100 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 35 SF | $30.00 | $10.00 | $9.00 | $19.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 233 SF | $30.00 | $12.00 | $11.00 | $20.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 272 FT | $34.00 | $45.00 | $70.00 | $65.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 14 EACH | $2,500 | $3,450 | $2,850 | $3,250 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 56 EACH | $2,332 | $3,350 | $2,800 | $2,950 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 28 EACH | $1,301 | $2,250 | $1,600 | $1,900 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $175,000 | $155,000 | $150,000 | $190,000 |
| 518E12201 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN | 6 EACH | $5,000 | $4,000 | $4,500 | $4,300 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 31 CY | $175 | $150 | $160 | $220 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 275 FT | $26.00 | $20.00 | $22.00 | $14.50 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 75 FT | $46.00 | $20.00 | $22.00 | $26.00 |
| 526E90030 TYPE C INSTALLATION | 269 FT | $185 | $175 | $165 | $275 |
| 601E20011 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 50 CY | $90.00 | $150 | $110 | $210 |
| 601E34100 ROCK CHANNEL PROTECTION, TYPE B WITHOUT FILTER | 50 CY | $90.00 | $170 | $175 | $265 |
| 625E98200 LIGHTING, MISC.: REMOVE AND REERECT EXISTING UNDER | 1 LS | $18,190 | $25,000 | $19,000 | $18,190 |
| 809E00530 ITS JUNCTION BOX, 17x24x6 INCHES | 4 EACH | $1,642 | $2,000 | $1,700 | $1,642 |
| 809E23900 CONDUIT, 2" DIAMETER, HDPE | 675 FT | $7.00 | $8.00 | $7.00 | $7.00 |
| 204E30011 GRANULAR MATERIAL, TYPE B, AS PER PLAN | 350 CY | $70.00 | $115 | $150 | $110 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN | 1,670 SY | $5.00 | $2.00 | $3.00 | $4.25 |
| 840E23001 SELECT GRANULAR BACKFILL, AS PER PLAN | 1,221 CY | $75.00 | $120 | $150 | $115 |
| 863E00100 GEOGRID, TYPE P1 Section 7 - STRUCTURE OVER 20 FOOT SPAN (SFN 7709811 - Totals Awd $10,656,329.90 2 $9,839,921.20 3 $10,332,355.50 4 $10,651,625.22 | 5,568 SY | $9.00 | $2.50 | $3.00 | $4.75 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $130,000 | $98,000 | $150,000 | $140,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $10,000 | $5,000 | $3,000 | $1,500 |
| 619E16010 FIELD OFFICE, TYPE B | 16 MNTH | $3,050 | $3,000 | $2,600 | $4,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $22,500 | $138,000 | $75,000 | $91,250 |
Project details
- Description
- SUM-IR 277-03.73
- Type of work
- Bridge
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 →