CUY-IR 480-07.14 WB Safety
CUY County · est $9.9M
Bid dateThursday, November 17—
CUY County · est $9.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 175 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Great Lakes Construction CO | % of bid |
|---|---|---|---|---|
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,150,000 | $750,000 | 14% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 5,012 CY | $225 | $170 | 14% |
| 442E10301 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,046 CY | $340 | $280 | 13% |
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 2,877 CY | $250 | $220 | 9% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 8,325 SY | $81.00 | $79.00 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400,000 | 5% |
| 304E20000 AGGREGATE BASE | 4,948 CY | $80.00 | $85.00 | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 28,220 FT | $10.00 | $15.00 | 3% |
| 847E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (T=1.75") | 2,538 SY | $111 | $115 | 3% |
| 442E20101 ASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE | 1,255 CY | $220 | $260 | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $250,000 | $250,000 | 3% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $210,000 | $524,500 | 3% |
| 847E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY, AS PER PL | 1,875 SY | $111 | $125 | 3% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $205,000 | $381,000 | 3% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 16,496 FT | $12.00 | $11.50 | 2% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 1,951 SY | $86.00 | $120 | 2% |
| 203E10000 EXCAVATION | 3,268 CY | $50.00 | $45.00 | 2% |
| 611E96601 CONDUIT, BORED OR JACKED, AS PER PLAN, 15" TYPE B | 414 FT | $375 | $450 | 2% |
| 206E15010 CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP | 21,644 SY | $6.00 | $5.00 | 2% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $125,000 | $323,000 | 2% |
| Item | Quantity | R1Kokosing Construction Company INC | R2Great Lakes Construction CO |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,000 | $15,000 |
| 202E23000 PAVEMENT REMOVED | 14,196 SY | $5.75 | $15.00 |
| 202E30700 CONCRETE BARRIER REMOVED | 289 FT | $42.00 | $100 |
| 202E38000 GUARDRAIL REMOVED | 3,137 FT | $3.00 | $3.00 |
| 203E20000 EMBANKMENT | 335.6 CY | $40.00 | $25.00 |
| 204E45000 PROOF ROLLING | 11 HOUR | $200 | $300 |
| 206E10500 CEMENT | 561 TON |
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 →
| $190 |
| $190 |
| 206E11000 CURING COAT | 21,644 SY | $1.20 | $1.20 |
| 209E15051 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 0.55 MILE | $975 | $975 |
| 606E15050 GUARDRAIL, TYPE MGS | 2,679 FT | $21.75 | $21.75 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 2 EACH | $2,075 | $2,075 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,150 | $1,150 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 5 EACH | $1,775 | $1,775 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 4 EACH | $650 | $650 |
| 622E10201 BARRIER TRANSITION, AS PER PLAN | 6 EACH | $11,000 | $16,000 |
| 622E24000 CONCRETE BARRIER, TYPE D | 197 FT | $145 | $200 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 3 EACH | $3,500 | $5,500 |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | $500 | $200 |
| 659E00300 TOPSOIL | 250 CY | $78.96 | $50.00 |
| 659E10000 SEEDING AND MULCHING | 3,286 SY | $2.70 | $1.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 330 SY | $1.40 | $3.00 |
| 659E15000 INTER-SEEDING | 330 SY | $0.10 | $0.01 |
| 659E20000 COMMERCIAL FERTILIZER | 1 TON | $300 | $1,200 |
| 659E31000 LIME | 1 ACRE | $30.00 | $50.00 |
| 659E35000 WATER | 0.1 MGAL | $10.00 | $10.00 |
| 659E40000 MOWING | 0.1 MSF | $5,000 | $100 |
| 670E00200 VEGETATED SWALE EROSION PROTECTION | 2,036 SY | $3.80 | $2.50 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,495 | $5,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $8,760 | $15,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $18,000 | $20,000 |
| 832E30000 EROSION CONTROL | 25,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 2 CY | $1,750 | $2,200 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 150 FT | $15.00 | $21.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 522 FT | $29.00 | $35.00 |
| 611E98801 INLET, NO. 3B, AS PER PLAN | 4 EACH | $14,000 | $35,000 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 6 EACH | $450 | $500 |
| 251E01021 PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN A | 200 SY | $100 | $200 |
| 251E01021 PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN B | 500 SY | $125 | $165 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (DEPTH = 1.5") | 44,075 SY | $1.80 | $2.55 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 0.75" | 4,143 SY | $5.70 | $4.50 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 0 | 3,067 SY | $13.20 | $4.50 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 3 | 29,603 SY | $3.65 | $3.20 |
| 407E20000 NON-TRACKING TACK COAT | 15,859 GAL | $2.60 | $3.00 |
| 441E70801 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (105 CY | $500 | $350 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 4,036 CY | $0.50 | $10.00 |
| 609E24510 CURB, TYPE 4-C | 90 FT | $58.00 | $70.00 |
| 618E40601 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER | 4.6 MILE | $1,385 | $2,800 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $3,100 | $2,250 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $2.35 | $1.50 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $6,250 | $3,300 |
| 625E00450 CONNECTION, FUSED PULL APART | 36 EACH | $125 | $300 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 30 EACH | $100 | $300 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 3,681 FT | $4.00 | $3.00 |
| 625E23300 NO. 2 AWG 2400 VOLT DISTRIBUTION CABLE | 16,197 FT | $5.00 | $3.50 |
| 625E25604 CONDUIT, 4", 725.051 | 80 FT | $40.00 | $100 |
| 625E25910 CONDUIT CLEANED AND CABLES REMOVED | 6,486 FT | $2.25 | $1.00 |
| 625E39520 PULL BOX CLEANED | 8 EACH | $140 | $100 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $36,000 | $25,000 |
| 625E40010 SPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT | 5 EACH | $6,000 | $1,000 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 2 EACH | $90.00 | $70.00 |
| 621E00101 RPM, AS PER PLAN | 423 EACH | $42.50 | $48.90 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 328 EACH | $6.00 | $12.00 |
| 625E32000 GROUND ROD | 2 EACH | $325 | $300 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 37 EACH | $11.00 | $11.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 62 FT | $16.50 | $7.15 |
| 630E06400 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | 28.4 FT | $45.00 | $59.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 2 EACH | $425 | $276 |
| 630E72340 OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 12 | 2 EACH | $41,950 | $47,325 |
| 630E75000 SIGN ATTACHMENT ASSEMBLY | 27 EACH | $775 | $425 |
| 630E80100 SIGN, FLAT SHEET | 36 SF | $18.50 | $12.11 |
| 630E80224 SIGN, OVERHEAD EXTRUSHEET | 1,633 SF | $21.00 | $18.25 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 2 EACH | $975 | $2,015 |
| 630E84510 RIGID OVERHEAD SIGN SUPPORT FOUNDATION | 2 EACH | $7,325 | $8,435 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 3 EACH | $10.00 | $28.31 |
| 630E85600 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND REERECTIO | 1 EACH | $295 | $460 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 6 EACH | $20.00 | $26.50 |
| 630E86292 REMOVAL OF GROUND MOUNTED WOODEN BOX BEAM SUPPORT | 2 EACH | $185 | $415 |
| 630E87100 REMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION | 2 EACH | $475 | $725 |
| 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | 19 EACH | $225 | $355 |
| 630E89706 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYP | 2 EACH | $1,175 | $1,365 |
| 646E10620 CHEVRON MARKING | 339 FT | $17.50 | $6.00 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 4.35 MILE | $5,000 | $6,500 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 5.11 MILE | $3,000 | $5,500 |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 4,737 FT | $4.50 | $2.80 |
| 807E12430 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 4,066 FT | $3.75 | $2.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 200 HOUR | $110 | $85.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,120 | $1,995 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 2 EACH | $295 | $82.85 |
| 614E12500 REPLACEMENT SIGN | 10 EACH | $175 | $115 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 1,966 EACH | $6.00 | $2.85 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 423 EACH | $50.00 | $45.75 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 100 CY | $250 | $250 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (ONE WAY) | 706 EACH | $12.00 | $5.40 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, (ONE-WAY) | 62 EACH | $12.00 | $6.35 |
| 614E13350 OBJECT MARKER, ONE WAY | 768 EACH | $17.00 | $15.85 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 14 SNMT | $650 | $745 |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 13.05 MILE | $1,200 | $1,000 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 5.11 MILE | $725 | $605 |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 18.29 MILE | $2,000 | $2,000 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 4.35 MILE | $850 | $725 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI | 30,419 FT | $2.35 | $2.00 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 4,737 FT | $0.75 | $0.75 |
| 614E24102 WORK ZONE DOTTED LINE, CLASS I, 6", 807 PAINT | 6,747 FT | $0.15 | $1.00 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 4,066 FT | $0.50 | $0.65 |
| 614E25200 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 P | 194 FT | $3.00 | $5.00 |
| 616E10000 WATER | 5 MGAL | $248 | $150 |
| 622E41050 PORTABLE BARRIER, "Y" CONNECTOR | 3 EACH | $1,250 | $1,500 |
| 630E80300 SIGN, TEMPORARY OVERLAY | 60 SF | $34.50 | $15.30 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 24 SNMT | $550 | $575 |
| 202E22901 APPROACH SLAB REMOVED, AS PER PLAN | 254 SY | $70.00 | $130 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 11,605 LB | $2.00 | $2.70 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $1.70 | $10.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 4,326 FT | $2.00 | $1.70 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 922 EACH | $20.00 | $23.00 |
| 511E34445 CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | 9 CY | $3,250 | $2,245 |
| 511E34449 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET), AS PER | 48 CY | $725 | $1,150 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 13 CY | $1,900 | $2,245 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 289 SY | $35.00 | $24.00 |
| 513E21501 REPLACEMENT OF DETERIORATED END CROSSFRAMES, AS PE | 2,248 LB | $8.50 | $12.00 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 98 FT | $850 | $800 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 113 SF | $7.00 | $20.00 |
| 518E12801 SCUPPER, MODIFICATION, AS PER PLAN | 8 EACH | $900 | $1,000 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 254 SY | $400 | $550 |
| 526E90010 TYPE A INSTALLATION | 92 FT | $275 | $330 |
| 625E29941 BARRIER JUNCTION BOX, AS PER PLAN | 2 EACH | $750 | $3,000 |
| 847E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (T=1.75") | 838 SY | $135 | $115 |
| 847E20201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 67 CY | $440 | $235 |
| 847E30000 TEST SLAB | 1 LS | $2,500 | $1,200 |
| 847E30400 EXISTING CONCRETE OVERLAY REMOVED (T=2.5") | 841 SY | $8.00 | $9.00 |
| 847E50000 HAND CHIPPING | 84 SY | $70.00 | $180 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 119 SY | $33.00 | $15.00 |
| 202E22901 APPROACH SLAB REMOVED, AS PER PLAN | 134 SY | $90.00 | $130 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 17,287 LB | $2.00 | $2.70 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $1.70 | $10.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 7,726 FT | $2.00 | $1.70 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 1,014 EACH | $20.00 | $23.00 |
| 511E34445 CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | 13 CY | $2,750 | $2,245 |
| 511E34449 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET), AS PER | 88 CY | $525 | $1,150 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 14 CY | $1,900 | $2,245 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 263 SY | $35.00 | $24.00 |
| 513E21501 REPLACEMENT OF DETERIORATED END CROSSFRAMES, AS PE | 2,645 LB | $8.50 | $12.00 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 101 FT | $850 | $800 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 113 SF | $7.00 | $20.00 |
| 518E12801 SCUPPER, MODIFICATION, AS PER PLAN | 30 EACH | $800 | $1,000 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 252 SY | $400 | $550 |
| 526E90010 TYPE A INSTALLATION | 96 FT | $275 | $330 |
| 847E20201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 193 CY | $440 | $235 |
| 847E30000 TEST SLAB | 1 LS | $2,500 | $1,200 |
| 847E30400 EXISTING CONCRETE OVERLAY REMOVED (T=2.5") | 2,539 SY | $8.00 | $9.00 |
| 847E50000 HAND CHIPPING | 254 SY | $70.00 | $180 |
| 202E22901 APPROACH SLAB REMOVED, AS PER PLAN | 134 SY | $90.00 | $130 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 20,350 LB | $2.00 | $2.70 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $1.70 | $10.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 9,254 FT | $2.00 | $1.70 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 1,678 EACH | $30.00 | $23.00 |
| 511E34445 CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | 10 CY | $3,000 | $2,245 |
| 511E34449 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET), AS PER | 102 CY | $750 | $1,150 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 17 CY | $1,900 | $2,245 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 614 SY | $35.00 | $24.00 |
| 513E21501 REPLACEMENT OF DETERIORATED END CROSSFRAMES, AS PE | 3,128 LB | $8.50 | $12.00 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 115 FT | $850 | $800 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 141 SF | $7.00 | $20.00 |
| 518E12801 SCUPPER, MODIFICATION, AS PER PLAN | 12 EACH | $800 | $1,000 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 60 SF | $200 | $150 |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 260 SY | $400 | $550 |
| 526E90010 TYPE A INSTALLATION | 109 FT | $275 | $330 |
| 847E20201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 160 CY | $395 | $235 |
| 847E30000 TEST SLAB | 1 LS | $2,500 | $1,200 |
| 847E50000 HAND CHIPPING | 188 SY | $70.00 | $180 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $13,000 | $25,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $35,000 | $120,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $2,500 | $2,500 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 14 MNTH | $2,740 | $3,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $60,000 | $60,000 |
| 690E99500 SPECIAL - RAILROAD FLAGGING (NORFOLK SOUTHERN) | 30 DAY | $1,250 | $1,450 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,150,000 | $1.15M | 10% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 5,012 CY | $225 | $1.13M | 9% |
| 442E10301 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,046 CY | $340 | $1.04M | 9% |
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 2,877 CY | $250 | $719k | 6% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 8,325 SY | $81 | $674k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400k | 3% |
| 304E20000 AGGREGATE BASE | 4,948 CY | $80 | $396k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 28,220 FT | $10 | $282k | 2% |
| 847E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (T=1.75") | 2,538 SY | $111 | $282k | 2% |
| 442E20101 ASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE | 1,255 CY | $220 | $276k | 2% |