OTT-SR 53-11.67 Grp B- upgrade
OTT County · est $11M
Bid dateThursday, May 25—
OTT County · est $11M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 211 more items below.
| Item | Quantity | R1Miller Bros Const INC | % of bid |
|---|---|---|---|
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 4,916 CY | $145 | 10% |
| 611E53004 38" X 60" CONDUIT, TYPE C, 706.04 | 1,415 FT | $470 | 10% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,581 CY | $200 | 7% |
| 611E53002 38" X 60" CONDUIT, TYPE B, 706.04 | 1,026 FT | $480 | 7% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $452,000 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | 6% |
| 202E23000 PAVEMENT REMOVED | 30,766 SY | $13.00 | 6% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 2,200 CY | $179 | 6% |
| 304E20000 AGGREGATE BASE | 7,152 CY | $55.00 | 6% |
| 203E20000 EMBANKMENT | 30,113 CY | $12.00 | 5% |
| 452E13010 9" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 3,582 SY | $83.50 | 4% |
| 611E04400 12" CONDUIT, TYPE B | 2,205 FT | $125 | 4% |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 6,837 FT | $40.00 | 4% |
| 638E20424 SPECIAL - 12" WATER MAIN POLYVINYL CHLORIDE PIPE A | 1,502 FT | $160 | 3% |
| AA1 206E10500 CEMENT (ALTERNATE 1) | 1,182 TON | $200 | 3% |
| 832E30000 EROSION CONTROL | 200,000 EACH | $1.00 | 3% |
| AA1 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP (ALTERN | 39,156 SY | $4.75 | 3% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 2,664 SY | $60.00 | 2% |
| 611E07400 18" CONDUIT, TYPE B | 1,016 FT | $150 | 2% |
| 203E10000 EXCAVATION | 17,374 CY | $8.00 | 2% |
| Item | Quantity | R1Miller Bros Const INC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100,000 |
| 202E30000 WALK REMOVED | 300 SF | $8.00 |
| 202E30600 CONCRETE MEDIAN REMOVED | 121 SY | $10.00 |
| 202E30700 CONCRETE BARRIER REMOVED | 68 FT | $38.00 |
| 202E32000 CURB REMOVED | 952 FT | $3.00 |
| 202E38000 GUARDRAIL REMOVED | 1,412 FT | $1.60 |
| 202E53100 MAILBOX REMOVED | 9 EACH | $35.00 |
| 202E75000 FENCE REMOVED | 304 FT | $2.50 |
| 203E65000 SPECIAL - SETTLEMENT PLATFORM | 4 EACH | $2,000 |
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 →
| 204E10000 SUBGRADE COMPACTION | 4,068 SY | $3.50 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,281.5 FT | $19.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,540 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,360 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 1 EACH | $2,420 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $525 |
| 607E15000 FENCE, TYPE 47 | 300 FT | $19.20 |
| 608E10000 4" CONCRETE WALK | 10,031 SF | $7.60 |
| 608E15000 8" CONCRETE WALK | 301 SF | $10.80 |
| 608E52000 CURB RAMP | 1,174 SF | $7.70 |
| 623E40000 MONUMENT ASSEMBLY REMOVED AND RESET | 8 EACH | $1,150 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 2 EACH | $1,500 |
| 632E90100 REMOVAL OF TRAFFIC SIGNAL INSTALLATION | 1 EACH | $5,000 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 9 EACH | $165 |
| 690E65000 SPECIAL - WORK INVOLVING NON-REGULATED MATERIALS | 500 TON | $50.00 |
| 690E65016 SPECIAL - WORK INVOLVING PETROLEUM CONTAMINATED SO | 500 TON | $60.00 |
| AA1 206E11000 CURING COAT (ALTERNATE 1) | 39,156 SY | $1.25 |
| AA1 204E10000 SUBGRADE COMPACTION (ALTERNATE 1) | 6,000 SY | $1.90 |
| AA1 204E13000 EXCAVATION OF SUBGRADE (ALTERNATE 1) | 2,000 CY | $30.00 |
| AA1 204E30020 GRANULAR MATERIAL, TYPE C (ALTERNATE 1) | 2,000 CY | $50.00 |
| AA1 204E45000 PROOF ROLLING (ALTERNATE 1) | 20 HOUR | $200 |
| AA1 204E50000 GEOTEXTILE FABRIC, TYPE D, 712.09 (ALTERNATE 1) | 6,000 SY | $1.20 |
| AA1 204E51000 GEOGRID(ALTERNATE 1) | 6,000 SY | $2.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 14 SY | $230 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 202 SY | $90.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 10 CY | $200 |
| 659E00300 TOPSOIL | 6,030 CY | $22.00 |
| 659E10000 SEEDING AND MULCHING | 50,748 SY | $0.69 |
| 659E14000 REPAIR SEEDING AND MULCHING | 2,537 SY | $0.25 |
| 659E15000 INTER-SEEDING | 2,537 SY | $0.20 |
| 659E20000 COMMERCIAL FERTILIZER | 7.36 TON | $600 |
| 659E35000 WATER | 281 MGAL | $10.00 |
| 659E40000 MOWING | 114 MSF | $5.00 |
| 670E00500 SLOPE EROSION PROTECTION | 161 SY | $2.40 |
| 670E00700 DITCH EROSION PROTECTION | 3,397 SY | $2.40 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,950 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $10,400 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $14,200 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $500 |
| 202E35200 PIPE REMOVED, OVER 24" | 46 FT | $90.00 |
| 202E58000 MANHOLE REMOVED | 10 EACH | $1,000 |
| 202E58100 CATCH BASIN REMOVED | 21 EACH | $750 |
| 602E20000 CONCRETE MASONRY | 9.9 CY | $4,000 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 7,139 FT | $9.50 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 3,852 FT | $10.50 |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC, 7 | 13,446 FT | $8.50 |
| 605E31100 AGGREGATE DRAINS | 286 FT | $13.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 817 FT | $40.00 |
| 611E01400 6" CONDUIT, TYPE E | 50 FT | $25.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $25.00 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN | 92 FT | $130 |
| 611E04600 12" CONDUIT, TYPE C | 396 FT | $115 |
| 611E05700 15" CONDUIT, TYPE A ; 706.02 | 91 FT | $210 |
| 611E05900 15" CONDUIT, TYPE B | 631 FT | $130 |
| 611E06100 15" CONDUIT, TYPE C | 355 FT | $125 |
| 611E07600 18" CONDUIT, TYPE C | 529 FT | $140 |
| 611E10400 24" CONDUIT, TYPE B | 82 FT | $180 |
| 611E10600 24" CONDUIT, TYPE C | 19 FT | $225 |
| 611E11900 27" CONDUIT, TYPE B | 68 FT | $325 |
| 611E16600 36" CONDUIT, TYPE C | 16 FT | $330 |
| 611E20900 48" CONDUIT, TYPE B | 62 FT | $500 |
| 611E21100 48" CONDUIT, TYPE C | 13 FT | $510 |
| 611E25400 66" CONDUIT, TYPE C | 9 FT | $1,200 |
| 611E98150 CATCH BASIN, NO. 3 | 2 EACH | $3,500 |
| 611E98180 CATCH BASIN, NO. 3A | 13 EACH | $2,400 |
| 611E98370 CATCH BASIN, NO. 6 | 2 EACH | $3,000 |
| 611E98470 CATCH BASIN, NO. 2-2B | 26 EACH | $2,000 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 13 EACH | $700 |
| 611E99574 MANHOLE, NO. 3 | 7 EACH | $4,400 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 10 EACH | $10,000 |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 23 EACH | $1,800 |
| 611E99661 MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN | 2 EACH | $2,600 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 8 EACH | $275 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2" | 23,162 SY | $2.25 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 1/2" | 10,541 SY | $3.00 |
| 407E20000 NON-TRACKING TACK COAT | 6,845 GAL | $2.50 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 35 CY | $300 |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (318 CY | $189 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $320 |
| 441E70700 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (119 CY | $245 |
| 452E10011 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 205 SY | $85.00 |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P ( | 945 SY | $68.00 |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P ( | 1,117 SY | $76.00 |
| 452E12011 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 944 SY | $93.00 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 2,256 FT | $22.00 |
| 609E14000 CURB, TYPE 2-A | 521 FT | $10.00 |
| 609E18001 COMBINATION CURB AND GUTTER, TYPE 3, AS PER PLAN | 282 FT | $23.00 |
| 609E22001 CURB, TYPE 3-B, AS PER PLAN | 2,360 FT | $13.00 |
| 609E24000 CURB, TYPE 4-A | 269 FT | $11.00 |
| 609E24510 CURB, TYPE 4-C | 444 FT | $23.00 |
| 609E26000 CURB, TYPE 6 | 616 FT | $23.00 |
| 609E31001 COMBINATION CURB AND GUTTER, TYPE 9, AS PER PLAN | 570 FT | $18.30 |
| 202E35100 PIPE REMOVED, 24" AND UNDER, WATER MAIN | 1,482 FT | $35.00 |
| 202E75610 VALVE BOX REMOVED | 1 EACH | $1,200 |
| 638E10601 FIRE HYDRANT AND GATE VALVE REMOVED AND RESET, AS | 4 EACH | $10,300 |
| 638E10801 VALVE BOX ADJUSTED TO GRADE, AS PER PLAN | 5 EACH | $925 |
| 638E10901 SERVICE BOX ADJUSTED TO GRADE, AS PER PLAN | 1 EACH | $925 |
| 638E20420 SPECIAL - 8" WATER MAIN POLYVINYL CHLORIDE PIPE AN | 12 FT | $450 |
| 638E20586 SPECIAL - 12" GATE VALVE WITH VALVE BOX (OTTAWA CO | 4 EACH | $13,000 |
| 638E20708 SPECIAL - 12" X 8" TAPPING SLEEVE, VALVE AND VALVE | 1 EACH | $10,000 |
| 638E20816 SPECIAL - RETAP, RECONNECT AND EXTEND 1" COPPER WA | 103 FT | $175 |
| 638E20856 SPECIAL - RETAP, RECONNECT AND EXTEND 2" COPPER WA | 10 FT | $475 |
| 625E00450 CONNECTION, FUSED PULL APART | 17 EACH | $150 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 17 EACH | $150 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 39 EACH | $120 |
| 625E10481 LIGHT POLE, DECORATIVE, AS PER PLAN , AT08B35, WIT | 17 EACH | $4,100 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 17 EACH | $1,000 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 1,392 FT | $3.60 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 2,448 FT | $1.50 |
| 625E24100 1-1/2" DUCT CABLE WITH TWO NO. 4 AWG 2400 VOLT CAB | 1,903 FT | $8.25 |
| 625E25504 CONDUIT, 3", 725.051 | 543 FT | $8.00 |
| 625E29002 TRENCH, 24" DEEP | 2,951 FT | $8.00 |
| 625E30700 PULL BOX, 725.08, 18" | 18 EACH | $1,200 |
| 625E32000 GROUND ROD | 23 EACH | $400 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $6,500 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 2,951 FT | $2.50 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL | — | $3,500 |
| AB2 625E27551 LUMINAIRE, DECORATIVE, AS PER PLAN, LED, TEARDROP | 17 EACH | $2,040 |
| 620E60000 DELINEATOR, POST SURFACE MOUNTED CYLINDRICAL, YELL | 23 EACH | $135 |
| 620E70000 DELINEATOR, MISC.:HIGH INTENSITY RETRO-REFLECTIVE | 3 EACH | $585 |
| 621E00100 RPM | 462 EACH | $38.75 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 199 EACH | $14.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 33 EACH | $11.70 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 1,207 FT | $14.00 |
| 630E06500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 313 FT | $37.00 |
| 630E07600 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 92 FT | $58.00 |
| 630E08521 STREET NAME SIGN SUPPORT, NO. 3 POST, AS PER PLAN | 14 FT | $21.00 |
| 630E08601 SIGN POST REFLECTOR, AS PER PLAN | 60 EACH | $30.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 20 EACH | $530 |
| 630E72340 OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 12 | 1 EACH | $46,750 |
| 630E80100 SIGN, FLAT SHEET | 750 SF | $12.00 |
| 630E80224 SIGN, OVERHEAD EXTRUSHEET | 187 SF | $22.00 |
| 630E81100 SIGN ERECTED, FLAT SHEET | 750 SF | $6.00 |
| 630E81200 SIGN ERECTED, EXTRUSHEET | 187 SF | $8.00 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 20 EACH | $735 |
| 630E84510 RIGID OVERHEAD SIGN SUPPORT FOUNDATION | 1 EACH | $6,850 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 55 EACH | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 21 EACH | $50.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 51 EACH | $20.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 18 EACH | $250 |
| 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | 4 EACH | $185 |
| 630E89702 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL | 2 EACH | $1,240 |
| 630E97700 SIGNING, MISC.:LED ENHANCED W2-6 48"X48" SIGN ASSE | 1 EACH | $5,000 |
| 630E97900 SIGNING, MISC.: 4" X 6" WOOD POST | 68 FT | $27.00 |
| 630E97900 SIGNING, MISC.: 6" X 8" WOOD POST | 38 FT | $35.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 4.72 MILE | $1,000 |
| 642E00300 CENTER LINE, TYPE 1 | 2.78 MILE | $2,000 |
| 644E00400 CHANNELIZING LINE, 8" | 2,968 FT | $2.00 |
| 644E00404 CHANNELIZING LINE, 12" | 982 FT | $3.00 |
| 644E00500 STOP LINE | 268 FT | $8.00 |
| 644E00631 CROSSWALK LINE, 24", AS PER PLAN | 640 FT | $6.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 559 FT | $6.00 |
| 644E00720 CHEVRON MARKING | 239 FT | $6.00 |
| 644E01300 LANE ARROW | 83 EACH | $100 |
| 644E01350 LANE REDUCTION ARROW | 9 EACH | $250 |
| 644E01510 DOTTED LINE, 6" | 1,833 FT | $2.00 |
| 644E20800 YIELD LINE | 108 FT | $10.00 |
| 646E10010 EDGE LINE, 6" | 0.51 MILE | $20,000 |
| 646E20300 LANE ARROW | 1 EACH | $250 |
| 646E20320 WRONG WAY ARROW | 2 EACH | $500 |
| 646E20800 YIELD LINE | 19 FT | $25.00 |
| 630E84501 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION, | 3 EACH | $675 |
| 625E22900 NO. 1/0 AWG 2400 VOLT DISTRIBUTION CABLE | 537 FT | $7.10 |
| 625E24310 1-1/2" DUCT CABLE WITH TWO NO. 1/0 AWG 2400 VOLT C | 765 FT | $20.00 |
| 625E31510 PULL BOX REMOVED | 15 EACH | $200 |
| 809E70000 MAINTAINING ITS DURING CONSTRUCTION | 1 LS | $3,500 |
| 661E99940 PLANTING, MISC.:CENTER ISLAND PLANTINGS | 1 LS | $6,360 |
| 690E98300 SPECIAL - RIVER ROCK WITH WEED BARRIER | 265 SY | $14.00 |
| 253E02000 PAVEMENT REPAIR | 115 CY | $290 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 2,263 CY | $50.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 500 HOUR | $75.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 265 FT | $3.50 |
| 614E12381 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,120 |
| 614E12385 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,180 |
| 614E12420 DETOUR SIGNING | 1 LS | $7,000 |
| 614E12460 WORK ZONE MARKING SIGN | 6 EACH | $150 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $192 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $56.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 120 CY | $240 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 11 EACH | $8.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, UNIDIRECTIONAL | 63 EACH | $8.00 |
| 614E13360 OBJECT MARKER, TWO WAY, BIDIRECTIONAL | 11 EACH | $16.00 |
| 614E13360 OBJECT MARKER, TWO WAY, UNIDIRECTIONAL | 63 EACH | $16.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 48 SNMT | $1,000 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 4.1 MILE | $12,500 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 2.76 MILE | $1,200 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 11.26 MILE | $9,500 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 4.99 MILE | $800 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 140 FT | $1.00 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 4,066 FT | $1.00 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 2,968 FT | $0.50 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 1,321 FT | $1.00 |
| 614E25620 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 | 559 FT | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 268 FT | $3.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $100,000 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,368 SY | $72.00 |
| 616E10000 WATER | 500 MGAL | $50.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 3,510 FT | $22.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $60,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $1,000 |
| 619E16010 FIELD OFFICE, TYPE B | 17 MNTH | $3,300 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $75,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 4,916 CY | $145 | $713k | 6% |
| 611E53004 38" X 60" CONDUIT, TYPE C, 706.04 | 1,415 FT | $470 | $665k | 6% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,581 CY | $200 | $516k | 5% |
| 611E53002 38" X 60" CONDUIT, TYPE B, 706.04 | 1,026 FT | $480 | $492k | 4% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $452,000 | $452k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400k | 4% |
| 202E23000 PAVEMENT REMOVED | 30,766 SY | $13 | $400k | 4% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 2,200 CY | $179 | $394k | 4% |
| 304E20000 AGGREGATE BASE | 7,152 CY | $55 | $393k | 4% |
| 203E20000 EMBANKMENT | 30,113 CY | $12 | $361k | 3% |