MAH-IR 680-04.58 (PART 1 AND PART 2)
MAH County
Bid dateThursday, February 5—
Awarded toSHELLY & SANDS INC$55.8M
Project scope
Bid form · ODOT
- Structures / Bridge25%
- Drainage12%
- Maintaining Traffic12%
- Guardrail & Barrier10%
- Signs7%
- Pavement Marking7%
- Other28%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 48,186 CY | $142 | $6.84M | 12% |
| 624E10000 MOBILIZATION Section 29 - INCIDENTALS (PART 1 AND PART 2) - Totals Awd $5,819,400.00 2 $7,118,000.00 3 $6,468,124.00 4 $7,855,000.00 | 1 LS | $2,800,000 | $2.80M | 5% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 8,643 CY | $248 | $2.14M | 4% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 1,747 CY | $1,175 | $2.05M | 4% |
| 304E20000 AGGREGATE BASE | 37,804 CY | $53 | $2.00M | 4% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 10,363 CY | $193 | $2.00M | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,964,000 | $1.96M | 4% |
| 622E10140 CONCRETE BARRIER, SINGLE SLOPE, TYPE C1 | 9,487 FT | $150 | $1.42M | 3% |
| 202E23000 PAVEMENT REMOVED | 215,714 SY | $6 | $1.29M | 2% |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 80,824 FT | $13 | $1.05M | 2% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 439 more items below.
Rank 1Shelly & Sands INC$55.8MRank 2Karvo Companies INC$64.9MRank 3Ruhlin Company$68.3MRank 4Shelly Company$73.6M
| Item | Quantity | R1Shelly & Sands INC | R2Karvo Companies INC | R3Ruhlin Company | R4Shelly Company | % of bid |
|---|---|---|---|---|---|---|
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 48,186 CY | $142 | $200 | $175 | $175 | 22% |
| 624E10000 MOBILIZATION Section 29 - INCIDENTALS (PART 1 AND PART 2) - Totals Awd $5,819,400.00 2 $7,118,000.00 3 $6,468,124.00 4 $7,855,000.00 | 1 LS | $2,800,000 | $4,000,000 | $3,195,000 | $1,600,000 | 9% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 8,643 CY | $248 | $278 | $270 | $270 | 7% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 1,747 CY | $1,175 | $1,025 | $1,000 | $1,050 | 7% |
| 304E20000 AGGREGATE BASE | 37,804 CY | $53.00 | $70.00 | $100 | $65.00 | 6% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 10,363 CY | $193 | $225 | $210 | $210 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,964,000 | $1,750,000 | $2,248,500 | $3,510,000 | 6% |
| 622E10140 CONCRETE BARRIER, SINGLE SLOPE, TYPE C1 | 9,487 FT | $150 | $200 | $203 | $203 | 5% |
| 202E23000 PAVEMENT REMOVED | 215,714 SY | $6.00 | $14.00 | $12.50 | $20.00 | 4% |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 80,824 FT | $13.00 | $13.00 | $15.00 | $15.00 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 625,057 LB | $1.59 | $1.75 | $1.65 | $1.80 | 3% |
| 206E10500 CEMENT | 4,695 TON | $200 | $226 | $205 | $200 | 3% |
| 607E23000 FENCE, TYPE CLT | 31,741 FT | $25.20 | $25.50 | $25.50 | $25.50 | 3% |
| 611E05900 15" CONDUIT, TYPE B | 6,453 FT | $123 | $150 | $155 | $172 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $750,000 | $1,000,000 | $1,500,000 | $1,300,000 | 2% |
| 203E10000 EXCAVATION | 42,609 CY | $17.00 | $26.00 | $28.00 | $42.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $600,000 | $750,000 | $550,000 | $1,750,000 | 2% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 8,557 SY | $70.00 | $65.00 | $90.00 | $90.00 | 2% |
| 611E99111 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1, AS | 34 EACH | $17,000 | $15,000 | $31,120 | $35,250 | 2% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 14,280 SF | $40.00 | $33.20 | $16.00 | $43.00 | 2% |
Show all 459 line items
| Item | Quantity | R1Shelly & Sands INC | R2Karvo Companies INC | R3Ruhlin Company | R4Shelly Company |
|---|---|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $400,000 | $500,000 | $285,000 | $400,000 |
| 202E23500 WEARING COURSE REMOVED | 467 SY | $25.00 | $2.00 | $10.00 | $35.00 |
| 202E30000 WALK REMOVED | 5,660 SF | $1.30 | $2.50 | $2.00 | $8.00 |
| 202E30600 CONCRETE MEDIAN REMOVED | 312 SY | $12.00 | $35.00 | $31.00 | $24.00 |
| 202E30700 CONCRETE BARRIER REMOVED | 16,019 FT | $17.00 | $25.00 | $23.00 | $50.00 |
| 202E32000 CURB REMOVED | 8,073 FT | $4.00 | $3.00 | $5.00 | $5.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 10,681 FT | $20.00 | $50.00 | $25.00 | $50.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 1,093 FT | $19.00 | $75.00 | $65.00 | $75.00 |
| 202E38000 GUARDRAIL REMOVED | 25,159 FT | $2.20 | $2.20 | $3.00 | $3.00 |
| 202E47800 IMPACT ATTENUATOR REMOVED | 1 EACH | $245 | $245 | $375 | $375 |
| 202E58000 MANHOLE REMOVED | 25 EACH | $1,000 | $1,000 | $1,090 | $2,450 |
| 202E58100 CATCH BASIN REMOVED | 63 EACH | $520 | $600 | $810 | $1,000 |
| 202E58200 INLET REMOVED | 41 EACH | $1,250 | $1,450 | $830 | $1,000 |
| 202E58400 INLET ABANDONED | 3 EACH | $1,900 | $875 | $540 | $3,500 |
| 202E58401 INLET ABANDONED, AS PER PLAN | 5 EACH | $12,000 | $875 | $2,000 | $5,000 |
| 202E58701 MANHOLE ABANDONED, AS PER PLAN | 1 EACH | $2,350 | $1,000 | $5,500 | $8,000 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT | 315 FT | $46.00 | $18.00 | $70.00 | $95.00 |
| 202E75000 FENCE REMOVED | 31,841 FT | $3.00 | $3.00 | $3.00 | $3.00 |
| 202E98100 REMOVAL MISC.: INSPECTION WELL | 2 EACH | $200 | $675 | $3,500 | $3,800 |
| 202E98200 REMOVAL MISC.: CONDUIT | 15 FT | $30.00 | $50.00 | $130 | $200 |
| 203E20000 EMBANKMENT | 11,662 CY | $23.00 | $12.00 | $33.50 | $20.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 19 CY | $44.00 | $60.00 | $120 | $100 |
| 204E10000 SUBGRADE COMPACTION | 72,634 SY | $2.40 | $0.50 | $2.00 | $1.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 22,480 CY | $24.00 | $26.00 | $38.00 | $40.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 7,965 CY | $62.00 | $65.00 | $74.00 | $65.00 |
| 204E45000 PROOF ROLLING | 114 HOUR | $490 | $250 | $425 | $135 |
| 204E50000 GEOTEXTILE FABRIC | 13,409 SY | $0.90 | $2.25 | $3.00 | $6.00 |
| 206E11000 CURING COAT | 155,525 SY | $1.20 | $1.00 | $1.25 | $1.20 |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 155,525 SY | $3.00 | $3.50 | $6.01 | $3.00 |
| 209E60201 LINEAR GRADING, AS PER PLAN | 283 STA | $135 | $40.00 | $364 | $300 |
| 606E15050 GUARDRAIL, TYPE MGS | 13,538 FT | $20.40 | $22.40 | $21.00 | $21.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 7,926 FT | $23.80 | $25.80 | $23.00 | $23.00 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 138 FT | $31.40 | $33.40 | $23.50 | $23.50 |
| 606E15250 GUARDRAIL, TYPE MGS QUARTER POST SPACING | 25 FT | $44.00 | $46.00 | $24.75 | $24.75 |
| 606E26000 ANCHOR ASSEMBLY, TYPE B | 1 EACH | $2,630 | $2,630 | $2,050 | $2,050 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 16 EACH | $2,440 | $2,440 | $2,450 | $2,450 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 23 EACH | $2,475 | $2,475 | $2,450 | $2,450 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 27 EACH | $1,380 | $1,380 | $1,400 | $1,400 |
| 606E26551 ANCHOR ASSEMBLY, MGS TYPE T, AS PER PLAN | 1 EACH | $1,470 | $1,470 | $1,400 | $1,400 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 36 EACH | $2,520 | $2,520 | $2,250 | $2,250 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 26 EACH | $595 | $595 | $725 | $725 |
| 606E60022 IMPACT ATTENUATOR, TYPE 2 (UNIDIRECTIONAL), 50 MPH | 1 EACH | $37,530 | $35,450 | $43,150 | $43,150 |
| 607E23001 FENCE, TYPE CLT, AS PER PLAN | 91 FT | $97.80 | $80.00 | $80.00 | $80.00 |
| 608E10000 4" CONCRETE WALK | 4,793 SF | $8.00 | $6.00 | $13.00 | $12.00 |
| 608E13000 6" CONCRETE WALK | 172 SF | $10.00 | $8.00 | $17.00 | $19.00 |
| 608E52000 CURB RAMP | 1,161 SF | $27.00 | $15.00 | $18.00 | $18.00 |
| 622E10100 CONCRETE BARRIER, SINGLE SLOPE, TYPE B1 | 2,152 FT | $175 | $155 | $187 | $187 |
| 622E10120 CONCRETE BARRIER, SINGLE SLOPE, TYPE C | 386 FT | $182 | $175 | $255 | $250 |
| 622E10121 CONCRETE BARRIER, SINGLE SLOPE, TYPE C, AS PER PLA | 99 FT | $330 | $225 | $420 | $420 |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 2,523 FT | $87.00 | $75.00 | $120 | $120 |
| 622E24841 CONCRETE BARRIER END SECTION, TYPE B, AS PER PLAN | 2 EACH | $14,350 | $8,750 | $14,875 | $16,000 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 21 EACH | $6,300 | $10,000 | $5,600 | $5,500 |
| 622E25006 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 14 EACH | $5,800 | $5,000 | $8,500 | $8,500 |
| 622E25008 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 4 EACH | $5,000 | $5,000 | $7,715 | $8,000 |
| 622E25009 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 1 EACH | $12,000 | $8,500 | $32,915 | $32,000 |
| 622E25014 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 46 EACH | $5,600 | $5,000 | $8,725 | $8,750 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 11 EACH | $5,400 | $5,500 | $8,385 | $8,250 |
| 622E90000 BARRIER, MISC.: NEW BARRIER MATCHING EXISTING SHAP | 350 FT | $250 | $200 | $190 | $180 |
| 623E11000 PROVIDING ELECTRONIC INSTRUMENTATION | 1 LS | $40,000 | $50,000 | $35,000 | $25,000 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 25 EACH | $490 | $750 | $550 | $2,100 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 4 EACH | $1,000 | $500 | $1,300 | $2,100 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $5,800 | $10,000 | $25,000 | $18,000 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS | 1 LS | $8,000 | $25,000 | $10,000 | $60,000 |
| 690E98000 SPECIAL - VERTICAL CLEARANCE | 6 EACH | $350 | $300 | $709 | $16,400 |
| 831E00100 LONGITUDINAL CHANNELIZING DEVICE | 323 FT | $120 | $118 | $118 | $118 |
| 622E90000 BARRIER, MISC.:MEDIAN BARRIER TRANSITIONS | 265 FT | $270 | $225 | $430 | $425 |
| 204E20000 EMBANKMENT Section 1 - ROADWAY (PART 1) - Totals Awd $11,244,349.70 2 $14,588,159.25 3 $15,179,549.04 4 $18,101,426.75 | 14,515 CY | $9.00 | $30.00 | $5.25 | $30.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 88 SY | $178 | $150 | $160 | $95.00 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 142 CY | $110 | $195 | $175 | $175 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 186 CY | $51.00 | $260 | $195 | $198 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 8 CY | $800 | $400 | $385 | $580 |
| 659E00100 SOIL ANALYSIS TEST | 3 EACH | $100 | $100 | $100 | $350 |
| 659E00300 TOPSOIL | 25,442 CY | $8.00 | $15.00 | $39.00 | $45.00 |
| 659E10000 SEEDING AND MULCHING | 229,203 SY | $0.80 | $0.75 | $0.75 | $1.10 |
| 659E14000 REPAIR SEEDING AND MULCHING | 11,460 SY | $0.80 | $0.75 | $0.75 | $1.50 |
| 659E15000 INTER-SEEDING | 11,460 SY | $0.50 | $0.50 | $0.50 | $0.05 |
| 659E20000 COMMERCIAL FERTILIZER | 31.96 TON | $800 | $800 | $800 | $1,200 |
| 659E31000 LIME | 47.36 ACRE | $5.00 | $5.00 | $5.00 | $0.05 |
| 659E35000 WATER | 1,269 MGAL | $0.80 | $0.75 | $0.75 | $50.00 |
| 659E40000 MOWING | 515.71 MSF | $2.00 | $2.00 | $2.00 | $3.00 |
| 660E25000 SODDING STAKED | 10,836 SY | $4.00 | $4.00 | $3.80 | $15.00 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 13,864 SY | $2.00 | $2.00 | $1.95 | $3.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $11,000 | $50,000 | $2,897 | $11,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $40,000 | $50,000 | $35,008 | $34,500 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $25,000 | $35,000 | $21,739 | $23,000 |
| 832E30000 EROSION CONTROL | 350,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING Section 2 - EROSION CONTROL (PART 1) - Totals Awd $977,269.82 2 $1,247,547.22 3 $1,765,768.82 4 $2,234,967.80 | 1,540 SY | $2.00 | $2.00 | $2.00 | $12.00 |
| 690E65016 SPECIAL - WORK INVOLVING PETROLEUM CONTAMINATED SO | 210 TON | $186 | $95.00 | $260 | $110 |
| 690E65022 SPECIAL - WORK INVOLVING NON-REGULATED WATER | 100 GAL | $0.35 | $35.00 | $55.00 | $40.00 |
| 690E65024 SPECIAL - WORK INVOLVING REGULATED WATER Section 3 - ENVIRONMENTAL / REMEDIATION (PART 1) - Totals Awd $39,130.00 2 $31,950.00 3 $65,600.00 4 $31,100.00 | 100 GAL | $0.35 | $85.00 | $55.00 | $40.00 |
| 602E20000 CONCRETE MASONRY | 3.9 CY | $3,300 | $7,500 | $5,550 | $3,500 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 25 FT | $15.00 | $35.00 | $47.00 | $15.00 |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 47,144 FT | $10.00 | $13.00 | $12.75 | $12.65 |
| 611E01500 6" CONDUIT, TYPE F | 3,056 FT | $37.00 | $55.00 | $33.00 | $25.00 |
| 611E04400 12" CONDUIT, TYPE B | 309 FT | $123 | $275 | $198 | $212 |
| 611E04400 12" CONDUIT, TYPE B, 706.02 | 65 FT | $185 | $300 | $353 | $375 |
| 611E04400 12" CONDUIT, TYPE B, 707.45 | 9 FT | $198 | $300 | $415 | $445 |
| 611E04600 12" CONDUIT, TYPE C | 46 FT | $140 | $375 | $330 | $347 |
| 611E05201 12" CONDUIT, TYPE F, AS PER PLAN, 707.33 | 46 FT | $114 | $375 | $270 | $290 |
| 611E06100 15" CONDUIT, TYPE C | 1,889 FT | $127 | $100 | $140 | $155 |
| 611E06100 15" CONDUIT, TYPE C, 706.02 | 18 FT | $195 | $175 | $700 | $745 |
| 611E06100 15" CONDUIT, TYPE C, 707.33 | 43 FT | $128 | $100 | $200 | $215 |
| 611E06100 15" CONDUIT, TYPE C,706.08 | 5 FT | $456 | $325 | $615 | $655 |
| 611E07400 18" CONDUIT, TYPE B | 1,127 FT | $142 | $165 | $200 | $224 |
| 611E07400 18" CONDUIT, TYPE B, 706.02 | 14 FT | $302 | $300 | $555 | $600 |
| 611E07600 18" CONDUIT, TYPE C | 65 FT | $165 | $125 | $274 | $285 |
| 611E08201 18" CONDUIT, TYPE F, AS PER PLAN, 707.33 | 227 FT | $154 | $110 | $200 | $215 |
| 611E10400 24" CONDUIT, TYPE B | 2,274 FT | $172 | $195 | $379 | $430 |
| 611E10600 24" CONDUIT, TYPE C | 273 FT | $152 | $125 | $270 | $290 |
| 611E11900 27" CONDUIT, TYPE B | 10 FT | $324 | $1,350 | $2,005 | $2,225 |
| 611E13400 30" CONDUIT, TYPE B | 99 FT | $185 | $275 | $415 | $452 |
| 611E16400 36" CONDUIT, TYPE B | 485 FT | $200 | $475 | $459 | $400 |
| 611E96600 CONDUIT, BORED OR JACKED, 30" TYPE B | 318 FT | $890 | $425 | $1,070 | $1,735 |
| 611E97400 CONDUIT, MISC.: TYPE C FOR DRAINAGE DISCHARGE CONT | 10 FT | $98.00 | $250 | $329 | $345 |
| 611E97400 CONDUIT, MISC.: TYPE F FOR DRAINAGE DISCHARGE CONT | 5 FT | $135 | $285 | $650 | $680 |
| 611E97400 CONDUIT, MISC.: 33" TYPE C, 706.02 | 5 FT | $715 | $1,200 | $1,730 | $1,835 |
| 611E98150 CATCH BASIN, NO. 3 | 1 EACH | $5,200 | $5,000 | $8,265 | $8,700 |
| 611E98180 CATCH BASIN, NO. 3A | 21 EACH | $4,700 | $4,500 | $7,445 | $7,800 |
| 611E98230 CATCH BASIN, NO. 4 | 1 EACH | $5,800 | $6,500 | $9,405 | $9,800 |
| 611E98370 CATCH BASIN, NO. 6 | 8 EACH | $4,600 | $4,250 | $6,990 | $7,300 |
| 611E98410 CATCH BASIN, NO. 8 | 33 EACH | $6,000 | $5,250 | $10,485 | $12,000 |
| 611E98434 CATCH BASIN, NO. 8A | 2 EACH | $7,200 | $6,250 | $11,055 | $11,500 |
| 611E98450 CATCH BASIN, NO. 2-2A | 2 EACH | $3,200 | $2,500 | $6,005 | $6,400 |
| 611E98840 INLET, NO. 2-A-6 | 4 EACH | $8,400 | $7,500 | $9,370 | $10,000 |
| 611E99110 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1 | 1 EACH | $18,000 | $15,000 | $20,560 | $21,500 |
| 611E99114 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D | 5 EACH | $14,000 | $14,000 | $17,755 | $18,635 |
| 611E99574 MANHOLE, NO. 3 | 7 EACH | $6,500 | $10,000 | $14,615 | $15,526 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN, BOLTED DOWN | 38 EACH | $7,800 | $10,000 | $12,445 | $13,500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 44 EACH | $390 | $450 | $510 | $275 |
| 611E99720 INSPECTION WELL Section 4 - DRAINAGE (PART 1) - Totals Awd $5,233,017.00 2 $5,716,469.00 3 $7,629,417.50 4 $8,328,865.60 | 2 EACH | $1,400 | $2,275 | $2,150 | $2,250 |
| 251E01020 PARTIAL DEPTH PAVEMENT REPAIR (442) | 281 SY | $122 | $85.00 | $110 | $110 |
| 253E01000 PAVEMENT REPAIR | 281 SY | $250 | $125 | $130 | $130 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (1.5") | 1,121 SY | $24.00 | $12.00 | $15.00 | $15.00 |
| 407E20000 NON-TRACKING TACK COAT | 38,250 GAL | $3.05 | $2.30 | $3.00 | $3.00 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 50 FT | $32.00 | $50.00 | $5.32 | $3.00 |
| 441E70800 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (1100 CY | $335 | $300 | $450 | $450 |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 49 CY | $309 | $500 | $610 | $610 |
| 442E22300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 12 CY | $1,022 | $650 | $745 | $745 |
| 452E14010 10" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 4,093 SY | $102 | $100 | $130 | $135 |
| 609E24510 CURB, TYPE 4-C | 643 FT | $40.00 | $65.00 | $58.00 | $50.00 |
| 609E26000 CURB, TYPE 6 | 6,388 FT | $18.00 | $38.00 | $30.00 | $30.00 |
| 609E72000 CONCRETE MEDIAN | 369 SY | $126 | $135 | $105 | $105 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 9.73 MILE | $2,500 | $1,700 | $1,375 | $1,375 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT Section 5 - PAVEMENT (PART 1) - Totals Awd $14,482,728.50 2 $18,455,389.00 3 $18,459,098.75 4 $17,151,163.75 | 19,006 CY | $11.50 | $8.00 | $10.00 | $10.00 |
| 625E00450 CONNECTION, FUSED PULL APART | 156 EACH | $150 | $150 | $200 | $150 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 78 EACH | $150 | $150 | $189 | $150 |
| 625E00470 CONNECTION, UNFUSED BOLTED | 51 EACH | $150 | $150 | $175 | $150 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 114 EACH | $125 | $125 | $160 | $125 |
| 625E10494 LIGHT POLE, LOW MAST, 50' | 78 EACH | $3,600 | $3,600 | $3,820 | $3,600 |
| 625E10503 LIGHT POLE (INSTALLATION ONLY), AS PER PLAN | 2 EACH | $4,000 | $4,000 | $750 | $4,000 |
| 625E12200 LIGHT TOWER, BBB100 | 4 EACH | $26,000 | $26,000 | $31,925 | $26,000 |
| 625E14200 LIGHT POLE FOUNDATION, 24" X 10' DEEP | 29 EACH | $1,600 | $1,600 | $2,050 | $1,600 |
| 625E14306 MEDIAN LIGHT POLE FOUNDATION, 10' DEEP | 51 EACH | $6,300 | $4,500 | $6,150 | $4,500 |
| 625E15200 LIGHT TOWER FOUNDATION, 36" X 25' DEEP | 4 EACH | $9,500 | $9,500 | $13,195 | $9,500 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 49,599 FT | $3.10 | $3.10 | $4.00 | $3.10 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 14,478 FT | $1.80 | $1.75 | $2.00 | $1.75 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 6,623 FT | $10.00 | $10.00 | $15.00 | $10.00 |
| 625E25400 CONDUIT, 2", 725.04 | 1,370 FT | $15.00 | $15.00 | $24.00 | $15.00 |
| 625E25408 CONDUIT, 2", 725.051 | 12,445 FT | $4.00 | $5.00 | $5.00 | $5.00 |
| 625E25500 CONDUIT, 3", 725.04 | 2,858 FT | $35.00 | $35.00 | $37.00 | $35.00 |
| 625E25906 CONDUIT, JACKED OR DRILLED, 725.051, 3" | 417 FT | $60.00 | $60.00 | $50.00 | $60.00 |
| 625E25911 CONDUIT CLEANED AND CABLES REMOVED, AS PER PLAN | 606 FT | $1.00 | $1.00 | $1.00 | $1.00 |
| 625E26262 LUMINAIRE, HIGH MAST, SOLID STATE (LED)447-480W, T | 12 EACH | $1,200 | $1,200 | $1,845 | $1,200 |
| 625E26272 LUMINAIRE, LOW MAST, SOLID STATE (LED)330-381W, TY | 29 EACH | $1,150 | $1,150 | $1,078 | $1,150 |
| 625E26272 LUMINAIRE, LOW MAST, SOLID STATE (LED)308-330W, TY | 51 EACH | $1,150 | $1,150 | $1,078 | $1,150 |
| 625E27561 LUMINAIRE, INSTALLATION ONLY, AS PER PLAN | 2 EACH | $100 | $100 | $125 | $100 |
| 625E29000 TRENCH | 8,931 FT | $7.00 | $8.00 | $10.00 | $8.00 |
| 625E29900 JUNCTION BOX | 1 EACH | $2,800 | $2,800 | $3,250 | $2,800 |
| 625E29930 MEDIAN JUNCTION BOX | 16 EACH | $4,500 | $2,800 | $3,330 | $2,800 |
| 625E30700 PULL BOX, 725.08, 18" | 32 EACH | $1,200 | $1,200 | $1,400 | $1,200 |
| 625E30706 PULL BOX, 725.08, 24" | 6 EACH | $1,500 | $1,500 | $1,600 | $1,500 |
| 625E31510 PULL BOX REMOVED | 15 EACH | $200 | $200 | $240 | $200 |
| 625E32000 GROUND ROD | 115 EACH | $200 | $200 | $260 | $200 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $15,000 | $15,000 | $9,195 | $15,000 |
| 625E34001 POWER SERVICE, AS PER PLAN | 4 EACH | $10,000 | $10,000 | $8,450 | $10,000 |
| 625E34450 CONTROL CENTER CABINET, COMPLETE | 4 EACH | $6,000 | $6,000 | $5,485 | $6,000 |
| 625E36011 UNDERGROUND WARNING/MARKING TAPE, AS PER PLAN | 8,246 FT | $1.00 | $1.00 | $2.00 | $1.00 |
| 625E39520 PULL BOX CLEANED | 3 EACH | $150 | $150 | $240 | $150 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $200,000 | $225,000 | $266,850 | $225,000 |
| 625E40010 SPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT | 10 EACH | $250 | $250 | $275 | $250 |
| 625E75350 LIGHT TOWER REMOVED | 8 EACH | $1,200 | $1,200 | $2,235 | $1,200 |
| 625E75400 LIGHT POLE REMOVED | 82 EACH | $250 | $250 | $350 | $250 |
| 625E75410 LIGHT POLE REMOVED FOR REUSE | 2 EACH | $500 | $500 | $450 | $500 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED | 82 EACH | $200 | $200 | $240 | $200 |
| 625E75540 LIGHT TOWER FOUNDATION REMOVED | 8 EACH | $1,000 | $1,000 | $825 | $1,000 |
| 625E75800 DISCONNECT CIRCUIT | 1 EACH | $100 | $100 | $150 | $100 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL, CONTROL CENTERS | 4 EACH | $500 | $500 | $740 | $500 |
| 809E00530 ITS JUNCTION BOX, 17x24x6 INCHES | 33 EACH | $3,000 | $3,000 | $2,190 | $3,000 |
| 809E01900 ITS PULL BOX WITH PAD AND STANDARD LID ASSEMBLY, 3 | 11 EACH | $4,000 | $4,000 | $3,280 | $4,000 |
| 625E18000 BRACKET ARM, 10' | 2 EACH | $1,000 | $1,000 | $975 | $1,000 |
| 632E70200 CONDUIT RISER, 1" DIAMETER | 2 EACH | $600 | $600 | $720 | $600 |
| 632E89300 WOOD POLE | 2 EACH | $1,500 | $1,500 | $1,650 | $1,500 |
| 809E24510 CONDUIT, 2", MULTICELL, WITH 4 - 10/8MM INNERDUCTS Section 6 - LIGHTING (PART 1) - Totals Awd $2,128,286.30 2 $2,054,938.40 3 $2,376,248.00 4 $2,054,938.40 | 1,370 FT | $12.00 | $12.00 | $11.00 | $12.00 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED, TYPE C | 354 EACH | $75.00 | $75.00 | $100 | $75.00 |
| 620E00501 DELINEATOR, POST GROUND MOUNTED, AS PER PLAN | 40 EACH | $85.00 | $85.00 | $100 | $125 |
| 621E00100 RPM, TWO-WAY | 659 EACH | $39.00 | $41.50 | $43.75 | $38.45 |
| 621E00101 RPM, AS PER PLAN, ONE-WAY | 1,103 EACH | $39.00 | $40.50 | $39.85 | $38.45 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,161 EACH | $9.00 | $1.00 | $10.50 | $6.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, 1 WAY | 27 EACH | $15.00 | $14.00 | $11.00 | $11.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 295 EACH | $13.00 | $12.00 | $11.00 | $11.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, 1 WAY | 116 EACH | $15.00 | $14.00 | $11.00 | $11.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 274 EACH | $14.00 | $14.00 | $11.00 | $11.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 220 FT | $16.00 | $16.00 | $16.00 | $16.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 2,783 FT | $17.00 | $17.00 | $17.00 | $17.00 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 519 FT | $20.00 | $20.00 | $20.00 | $20.00 |
| 630E06100 GROUND MOUNTED SUPPORT, NO. 6 POST | 50 FT | $25.00 | $25.00 | $25.00 | $25.00 |
| 630E06400 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | 257 FT | $32.00 | $32.00 | $32.00 | $32.00 |
| 630E06500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 306 FT | $35.00 | $35.00 | $35.00 | $35.00 |
| 630E07000 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 | 137 FT | $60.00 | $60.00 | $60.00 | $60.00 |
| 630E07500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 | 51 FT | $70.00 | $70.00 | $70.00 | $70.00 |
| 630E07600 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 168 FT | $42.00 | $42.00 | $42.00 | $42.00 |
| 630E08004 ONE WAY SUPPORT, NO. 3 POST | 371 FT | $17.00 | $17.00 | $17.00 | $17.00 |
| 630E08600 SIGN POST REFLECTOR | 194 EACH | $45.00 | $45.00 | $45.00 | $45.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 46 EACH | $595 | $595 | $595 | $595 |
| 630E72320 OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 6 | 3 EACH | $27,350 | $27,350 | $27,350 | $27,350 |
| 630E72330 OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 10 | 2 EACH | $41,250 | $41,250 | $41,250 | $41,250 |
| 630E72410 OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 1 | 7 EACH | $65,500 | $65,500 | $65,500 | $65,500 |
| 630E72420 OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 2 | 3 EACH | $89,550 | $89,550 | $89,550 | $89,550 |
| 630E75000 SIGN ATTACHMENT ASSEMBLY | 64 EACH | $740 | $740 | $740 | $740 |
| 630E79611 SIGN SUPPORT ASSEMBLY, BARRIER MOUNTED, AS PER PLA | 22 EACH | $920 | $920 | $920 | $920 |
| 630E80100 SIGN, FLAT SHEET | 2,631 SF | $16.00 | $16.00 | $16.00 | $16.00 |
| 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET | 1,234 SF | $25.00 | $25.00 | $25.00 | $25.00 |
| 630E80224 SIGN, OVERHEAD EXTRUSHEET | 8,072 SF | $24.50 | $24.50 | $24.50 | $24.50 |
| 630E80300 SIGN, OVERLAY | 522 SF | $24.50 | $24.50 | $24.50 | $24.50 |
| 630E83000 COVERING OF SIGN | 102 SF | $23.00 | $23.00 | $23.00 | $23.00 |
| 630E84010 CONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUN | 8 EACH | $16,900 | $15,800 | $13,800 | $5,500 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 48 EACH | $720 | $720 | $720 | $720 |
| 630E84510 RIGID OVERHEAD SIGN SUPPORT FOUNDATION | 18 EACH | $10,750 | $10,750 | $10,750 | $10,750 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 243 EACH | $15.00 | $15.00 | $15.00 | $15.00 |
| 630E85400 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL | 33 EACH | $245 | $245 | $245 | $245 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 249 EACH | $20.00 | $20.00 | $20.00 | $20.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 48 EACH | $235 | $235 | $235 | $235 |
| 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | 76 EACH | $220 | $220 | $220 | $220 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 5 EACH | $35.00 | $35.00 | $35.00 | $35.00 |
| 630E87520 REMOVAL OF POLE MOUNTED SIGN AND REERECTION | 1 EACH | $285 | $285 | $285 | $285 |
| 630E89706 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYP | 6 EACH | $1,680 | $1,680 | $1,680 | $1,680 |
| 630E89802 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYP | 10 EACH | $2,740 | $2,740 | $2,740 | $2,740 |
| 630E89894 REMOVAL OF TEMPORARY OVERLAY SIGN AND DISPOSAL | 40 EACH | $475 | $475 | $475 | $475 |
| 630E89902 REMOVAL OF MISCELLANEOUS TRAFFIC CONTROL ITEM, BEA | 48 EACH | $345 | $345 | $345 | $345 |
| 646E10400 STOP LINE | 178 FT | $12.25 | $12.25 | $12.25 | $12.25 |
| 646E10510 CROSSWALK LINE, 12" | 475 FT | $7.50 | $7.50 | $7.50 | $7.50 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 68 FT | $13.25 | $13.25 | $13.25 | $13.25 |
| 646E10800 ISLAND MARKING | 281 SF | $7.50 | $7.50 | $7.50 | $7.50 |
| 646E20300 LANE ARROW | 12 EACH | $175 | $175 | $175 | $175 |
| 646E20320 WRONG WAY ARROW | 16 EACH | $225 | $225 | $225 | $225 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 22 MILE | $3,500 | $3,500 | $3,500 | $3,500 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 11 MILE | $1,800 | $1,800 | $1,800 | $1,800 |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 14,943 FT | $2.75 | $2.75 | $2.75 | $2.75 |
| 807E12410 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 8,908 FT | $1.25 | $1.25 | $1.25 | $1.25 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1,100 | $1,100 | $1,100 | $1,100 |
| 850E10110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.00 | $1.00 | $1.00 | $1.00 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.50 | $1.50 | $1.50 | $1.50 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,500 | $2,500 | $2,500 | $2,500 |
| 850E20110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.50 | $1.50 | $1.50 | $1.50 |
| 850E20130 GROOVING FOR 12" RECESSED PAVEMENT MARKING Section 7 - TRAFFIC CONTROL (PART 1) - Totals Awd $2,224,087.75 2 $2,208,863.75 3 $2,212,563.05 4 $2,128,051.65 | — | $2.00 | $2.00 | $2.00 | $2.00 |
| 202E22900 APPROACH SLAB REMOVED | 423 SY | $40.00 | $55.00 | $48.00 | $55.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $235,000 | $55,000 | $47,700 | $60,000 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $130,000 | $200,000 | $143,990 | $175,000 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 6,664 LB | $2.00 | $2.00 | $1.90 | $2.15 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 37,159 FT | $1.78 | $1.75 | $1.70 | $2.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 651 EACH | $27.00 | $30.00 | $27.00 | $30.00 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 509 CY | $425 | $550 | $527 | $575 |
| 511E45712 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT | 268 CY | $1,500 | $1,300 | $1,134 | $1,300 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN | — | $43.00 | $45.00 | $50.00 | $45.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 6,240 SY | $36.00 | $36.00 | $36.00 | $55.00 |
| 512E10601 CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 100 FT | $198 | $185 | $75.00 | $185 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 194 SY | $42.00 | $35.00 | $40.00 | $45.00 |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 13,450 LB | $20.00 | $10.00 | $8.75 | $10.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 18,195 EACH | $5.00 | $4.00 | $4.00 | $4.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 14,280 SF | $25.00 | $9.75 | $10.00 | $25.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 15,667 SF | $25.00 | $10.75 | $10.00 | $20.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 15,667 SF | $22.00 | $10.75 | $9.00 | $10.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 120 MNHR | $375 | $10.00 | $150 | $190 |
| 514E10000 FINAL INSPECTION REPAIR | 48 EACH | $1,260 | $10.00 | $500 | $150 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 199 FT | $965 | $900 | $940 | $1,000 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 377 SF | $11.00 | $10.00 | $10.00 | $11.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 48 SF | $13.00 | $15.00 | $15.00 | $17.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $4,150 | $3,800 | $5,335 | $5,800 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 48 EACH | $3,500 | $3,100 | $4,649 | $5,000 |
| 516E44300 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 24 EACH | $4,000 | $2,900 | $4,490 | $4,800 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $210,000 | $250,000 | $220,500 | $300,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 103 CY | $125 | $150 | $125 | $150 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $250 | $250 | $150 | $225 |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 676 SY | $460 | $450 | $445 | $450 |
| 526E90020 TYPE B INSTALLATION | 113 SY | $48.00 | $120 | $114 | $125 |
| 530E00600 SPECIAL - STRUCTURES, REMOVAL OF ASBESTOS CONTAINI | 40 SF | $160 | $250 | $250 | $250 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:MOMENT SLAB AND PARAPET Section 8 - STRUCTURE REPAIR (MAH-680-04.886) (PART - Totals Awd $8,406,857.65 2 $7,406,612.50 3 $7,498,461.45 4 $8,653,496.20 | 34 CY | $1,200 | $1,000 | $970 | $1,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 550 HOUR | $100 | $135 | $90.00 | $120 |
| 614E11630 INCREASED BARRIER DELINEATION | 16,119 FT | $1.50 | $1.00 | $1.00 | $1.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,600 | $2,420 | $2,800 | $2,800 |
| 614E12420 DETOUR SIGNING | 1 LS | $175,000 | $150,000 | $150,000 | $175,000 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 75 EACH | $178 | $175 | $175 | $175 |
| 614E12500 REPLACEMENT SIGN | 50 EACH | $178 | $175 | $175 | $175 |
| 614E12600 REPLACEMENT DRUM | 100 EACH | $53.00 | $52.50 | $52.50 | $52.50 |
| 614E12756 WORK ZONE CROSSOVER LIGHTING SYSTEM | 1 EACH | $35,000 | $35,000 | $49,450 | $35,000 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 10,257 EACH | $12.00 | $17.24 | $9.80 | $19.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 500 CY | $200 | $300 | $575 | $150 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 6,723 EACH | $6.00 | $7.25 | $7.25 | $7.25 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 292 EACH | $15.00 | $15.00 | $15.00 | $15.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 2,073 EACH | $18.00 | $18.25 | $18.25 | $18.25 |
| 614E13360 OBJECT MARKER, TWO WAY | 705 EACH | $20.00 | $22.50 | $22.50 | $22.50 |
| 614E18000 MAINTAINING TRAFFIC, MISC.: BRIDGE DECK AND PAVEME | 50,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 614E18000 MAINTAINING TRAFFIC, MISC.: SAFETY REPAIRS | 50,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 72 SNMT | $850 | $675 | $675 | $675 |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 13.76 MILE | $1,450 | $1,450 | $1,450 | $1,450 |
| 614E20366 WORK ZONE LANE LINE, CLASS I, 6", 648 | 6.37 MILE | $1,000 | $1,000 | $1,000 | $1,000 |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 38.99 MILE | $2,500 | $2,500 | $2,500 | $2,500 |
| 614E22336 WORK ZONE EDGE LINE, CLASS I, 6", 648 | 13.92 MILE | $2,000 | $2,000 | $2,000 | $2,000 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI | 49,115 FT | $2.00 | $2.00 | $2.00 | $2.00 |
| 614E23150 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 648 | 10,702 FT | $1.40 | $1.35 | $1.35 | $1.35 |
| 614E24102 WORK ZONE DOTTED LINE, CLASS I, 6", 807 PAINT | 14,034 FT | $1.30 | $1.25 | $1.25 | $1.25 |
| 614E24142 WORK ZONE DOTTED LINE, CLASS I, 6", 648 | 5,859 FT | $0.75 | $0.75 | $0.75 | $0.75 |
| 614E25120 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 648 | 123 FT | $7.50 | $7.50 | $7.50 | $7.50 |
| 614E26120 WORK ZONE STOP LINE, CLASS I, 648 | 106 FT | $7.50 | $7.50 | $7.50 | $7.50 |
| 614E27010 WORK ZONE CROSSWALK LINE, CLASS I, 12" | 203 FT | $2.75 | $2.75 | $2.75 | $2.75 |
| 614E30120 WORK ZONE ARROW, CLASS I, 648 | 12 EACH | $100 | $100 | $100 | $100 |
| 614E30121 WORK ZONE ARROW, CLASS I, 648, AS PER PLAN | 9 EACH | $200 | $200 | $200 | $200 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $200,000 | $400,000 | $515,000 | $450,000 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 1,000 SY | $66.00 | $68.00 | $82.00 | $82.00 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 1,000 SY | $90.00 | $55.00 | $65.00 | $65.00 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 1,000 SY | $75.00 | $100 | $140 | $140 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 1,000 SY | $70.00 | $85.00 | $95.00 | $95.00 |
| 616E10000 WATER | 160 MGAL | $95.00 | $5.00 | $24.00 | $10.00 |
| 622E41011 PORTABLE BARRIER, 50", AS PER PLAN, A | 17,590 FT | $12.00 | $17.27 | $27.50 | $40.00 |
| 622E41011 PORTABLE BARRIER, 50", AS PER PLAN, B | 1,053 FT | $45.00 | $69.61 | $86.00 | $118 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 36,883 FT | $5.50 | $17.66 | $17.75 | $15.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 36 SNMT | $540 | $500 | $500 | $500 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 11.15 MILE | $725 | $725 | $725 | $725 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 21.77 MILE | $850 | $850 | $850 | $850 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 14,943 FT | $1.00 | $1.00 | $1.00 | $1.00 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 8,908 FT | $0.75 | $0.75 | $0.75 | $0.75 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT Section 9 - MAINTENANCE OF TRAFFIC (PART 1) - Totals Awd $2,812,695.25 2 $3,609,141.04 3 $4,277,882.80 4 $4,271,734.95 | 178 FT | $3.50 | $3.50 | $3.50 | $3.50 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS Section 10 - ROADWAY (PART 2) - Totals Awd $3,500.00 2 $24,512.22 3 $8,250.00 4 $100,000.00 | 1 LS | $3,500 | $24,512 | $8,250 | $100,000 |
| 832E30000 EROSION CONTROL Section 11 - EROSION CONTROL (PART 2) - Totals Awd $3,000.00 2 $3,000.00 3 $3,000.00 4 $3,000.00 | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 907 FT | $16.00 | $17.50 | $16.00 | $17.50 |
| 630E80100 SIGN, FLAT SHEET | 186 SF | $18.00 | $18.00 | $18.00 | $50.00 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 79 SF | $18.00 | $50.00 | $18.00 | $50.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 60 EACH | $15.00 | $37.50 | $15.00 | $37.50 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 48 EACH | $20.00 | $37.50 | $20.00 | $37.50 |
| 646E10010 EDGE LINE, 6" | 0.18 MILE | $10,000 | $10,000 | $10,000 | $10,000 |
| 646E10110 LANE LINE, 6" | 0.22 MILE | $3,500 | $3,500 | $3,500 | $3,500 |
| 646E10200 CENTER LINE | 0.27 MILE | $20,000 | $20,000 | $20,000 | $20,000 |
| 646E10300 CHANNELIZING LINE, 8" Section 12 - TRAFFIC CONTROL (PART 2) - Totals Awd $29,921.20 2 $35,985.25 3 $29,906.75 4 $41,937.25 | 289 FT | $2.80 | $2.75 | $2.75 | $2.75 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 17 SY | $85.00 | $85.00 | $85.00 | $85.00 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,317 SY | $12.50 | $12.50 | $12.50 | $12.50 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 247 FT | $4.00 | $4.00 | $4.00 | $4.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN Section 13 - STRUCTURE REPAIR (MAH-62-17.499) (PART 2 - Totals Awd $52,645.50 2 $52,645.50 3 $52,645.50 4 $52,645.50 | 150 SF | $225 | $225 | $225 | $225 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 354 SY | $45.00 | $45.00 | $45.00 | $45.00 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,171 SY | $12.50 | $12.50 | $12.50 | $12.50 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 625 FT | $4.00 | $4.00 | $4.00 | $4.00 |
| 519E10000 PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO-S | 7 SY | $850 | $850 | $850 | $850 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $225 | $225 | $225 | $225 |
| 530E00800 SPECIAL - STRUCTURES: CONCRETE SPALL REMOVAL Section 14 - STRUCTURE REPAIR (MAH-680-4.734) (PART 2 - Totals Awd $69,017.50 2 $69,017.50 3 $69,017.50 4 $69,017.50 | 5 SY | $1,500 | $1,500 | $1,500 | $1,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 23 SY | $85.00 | $85.00 | $85.00 | $85.00 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 16 EACH | $3,200 | $3,200 | $3,004 | $3,200 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $57,000 | $75,000 | $44,250 | $57,000 |
| 519E10000 PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO-S | 10 SY | $850 | $850 | $850 | $850 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 205 SF | $225 | $225 | $225 | $225 |
| 530E00800 SPECIAL - STRUCTURES: CONCRETE SPALL REMOVAL Section 15 - STRUCTURE REPAIR (MAH-680-4.955) (PART 2 - Totals Awd $172,280.00 2 $190,280.00 3 $156,399.60 4 $172,280.00 | 5 SY | $1,500 | $1,500 | $1,500 | $1,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 9 SY | $115 | $115 | $115 | $115 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,707 SY | $12.50 | $12.50 | $12.50 | $12.50 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 1,477 FT | $4.00 | $4.00 | $4.00 | $4.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 192 FT | $132 | $132 | $132 | $132 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 28 EACH | $3,200 | $3,200 | $3,004 | $3,200 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $36,000 | $50,000 | $44,250 | $36,000 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 75 SF | $225 | $225 | $225 | $225 |
| 530E00800 SPECIAL - STRUCTURES: CONCRETE SPALL REMOVAL | 5 SY | $1,500 | $1,500 | $1,500 | $1,500 |
| 848E10000 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 532 SY | $80.00 | $80.00 | $80.00 | $80.00 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION (T = 1 1 | 532 SY | $240 | $240 | $240 | $240 |
| 848E30000 MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE T | 9 CY | $500 | $500 | $500 | $500 |
| 848E50000 HAND CHIPPING | 16 SY | $100 | $100 | $100 | $100 |
| 848E50100 TEST SLAB Section 16 - STRUCTURE REPAIR (MAH-680-5.132) (PART 2 - Totals Awd $381,439.50 2 $395,439.50 3 $384,211.30 4 $381,439.50 | 1 LS | $1,500 | $1,500 | $1,500 | $1,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 30 SY | $85.00 | $85.00 | $85.00 | $85.00 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 2,141 SY | $12.50 | $12.50 | $12.50 | $12.50 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 1,386 FT | $4.00 | $4.00 | $4.00 | $4.00 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 24 EACH | $3,200 | $3,200 | $3,004 | $3,200 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $34,000 | $34,000 | $44,250 | $34,000 |
| 519E10000 PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO-S | 23 SY | $850 | $850 | $850 | $850 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN Section 17 - STRUCTURE REPAIR (MAH-680-5.601) (PART 2 - Totals Awd $224,831.50 2 $224,831.50 3 $230,385.90 4 $224,831.50 | 265 SF | $225 | $225 | $225 | $225 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) Section 18 - STRUCTURE REPAIR (MAH-680-5.815) (PART 2 - Totals Awd $4,380.00 2 $4,380.00 3 $4,380.00 4 $4,380.00 | 292 SY | $15.00 | $15.00 | $15.00 | $15.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 845 SY | $15.00 | $15.00 | $15.00 | $15.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 9 SY | $115 | $115 | $115 | $115 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN Section 19 - STRUCTURE REPAIR (MAH-680-6.037) (PART 2 - Totals Awd $30,585.00 2 $30,585.00 3 $30,585.00 4 $30,585.00 | 75 SF | $225 | $225 | $225 | $225 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 1,352 SY | $15.00 | $15.00 | $15.00 | $15.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 6 SY | $170 | $170 | $170 | $170 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN Section 20 - STRUCTURE REPAIR (MAH-680-6.116) (PART 2 - Totals Awd $32,550.00 2 $32,550.00 3 $32,550.00 4 $32,550.00 | 50 SF | $225 | $225 | $225 | $225 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 25 SY | $85.00 | $85.00 | $85.00 | $85.00 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,551 SY | $12.50 | $12.50 | $12.50 | $12.50 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 1,001 FT | $4.00 | $4.00 | $4.00 | $4.00 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 454 SF | $75.00 | $75.00 | $75.00 | $75.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 220 SF | $225 | $225 | $225 | $225 |
| 844E20000 GALVANIC ANODE PROTECTION Section 21 - STRUCTURE REPAIR (MAH-680-6.347SE) (PART - Totals Awd $131,066.50 2 $131,066.50 3 $131,066.50 4 $131,066.50 | 440 EACH | $50.00 | $50.00 | $50.00 | $50.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 23 SY | $85.00 | $85.00 | $85.00 | $85.00 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 2,643 SY | $12.50 | $12.50 | $12.50 | $12.50 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 1,566 FT | $4.00 | $4.00 | $4.00 | $4.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN Section 22 - STRUCTURE REPAIR (MAH-680-6.377) (PART 2 - Totals Awd $86,256.50 2 $86,256.50 3 $86,256.50 4 $86,256.50 | 200 SF | $225 | $225 | $225 | $225 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 23 SY | $85.00 | $85.00 | $85.00 | $85.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN Section 23 - STRUCTURE REPAIR (MAH-680-6.421) (PART 2 - Totals Awd $46,955.00 2 $46,955.00 3 $46,955.00 4 $46,955.00 | 200 SF | $225 | $225 | $225 | $225 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 329 SY | $45.00 | $45.00 | $45.00 | $45.00 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 2,401 SY | $12.50 | $12.50 | $12.50 | $12.50 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 329 SY | $45.00 | $45.00 | $45.00 | $45.00 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING Section 24 - STRUCTURE REPAIR (MAH-680-6.933) (PART 2 - Totals Awd $66,318.50 2 $66,318.50 3 $66,318.50 4 $66,318.50 | 1,674 FT | $4.00 | $4.00 | $4.00 | $4.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 349 SY | $45.00 | $45.00 | $45.00 | $45.00 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 2,586 SY | $12.50 | $12.50 | $12.50 | $12.50 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 349 SY | $45.00 | $45.00 | $45.00 | $45.00 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING Section 25 - STRUCTURE REPAIR (MAH-680-6.983) (PART 2 - Totals Awd $71,179.00 2 $71,179.00 3 $71,179.00 4 $71,179.00 | 1,861 FT | $4.00 | $4.00 | $4.00 | $4.00 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $250,000 | $275,000 | $250,000 | $300,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 4,088 LB | $3.25 | $3.25 | $3.25 | $3.25 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $10.00 | $10.00 | $10.00 | $10.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 12 SY | $85.00 | $85.00 | $85.00 | $85.00 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,413 SY | $12.50 | $12.50 | $12.50 | $12.50 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 965 FT | $4.00 | $4.00 | $4.00 | $4.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 128 FT | $85.00 | $85.00 | $85.00 | $85.00 |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: CENTERLIN | 133 FT | $1,900 | $1,900 | $1,900 | $3,500 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 24 EACH | $2,450 | $2,450 | $3,004 | $2,450 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $50,000 | $50,000 | $44,250 | $50,000 |
| 519E10000 PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO-S | 9 SY | $850 | $850 | $850 | $850 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $225 | $225 | $225 | $225 |
| 519E11900 SPECIAL - PATCHING CONCRETE STRUCTURE: VES-LMC (VE | 26 CY | $7,000 | $7,000 | $7,000 | $7,000 |
| 519E60000 SPECIAL - PATCHING CONCRETE STRUCTURE: TRIAL BATCH | 1 LS | $4,000 | $4,000 | $4,000 | $4,000 |
| 530E00600 SPECIAL - STRUCTURES: REMOVAL OF ASBESTOS CONTAINI | 40 SF | $625 | $625 | $250 | $625 |
| 844E20000 GALVANIC ANODE PROTECTION Section 26 - STRUCTURE REPAIR (MAH-680-7.126) (PART 2 - Totals Awd $929,458.50 2 $954,458.50 3 $922,012.90 4 $1,192,258.50 | 582 EACH | $50.00 | $50.00 | $50.00 | $50.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 6 SY | $1,700 | $1,700 | $1,700 | $1,700 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN Section 27 - STRUCTURE REPAIR (MAH-680-7.297) (PART 2 - Totals Awd $21,450.00 2 $21,450.00 3 $21,450.00 4 $21,450.00 | 50 SF | $225 | $225 | $225 | $225 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 20 HOUR | $100 | $135 | $90.00 | $100 |
| 614E12460 WORK ZONE MARKING SIGN | 6 EACH | $102 | $100 | $100 | $100 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $850 | $675 | $675 | $675 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 0.64 MILE | $750 | $750 | $750 | $750 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.14 MILE | $1,250 | $1,250 | $1,250 | $1,250 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 1.3 MILE | $850 | $850 | $850 | $850 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 386 FT | $0.75 | $0.75 | $0.75 | $0.75 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 300 FT | $1.00 | $1.00 | $1.00 | $1.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,420 | $3,500 | $2,800 | $2,800 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(ONE-WAY) | 14 EACH | $8.00 | $8.00 | $7.25 | $8.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 14 EACH | $15.00 | $15.00 | $18.25 | $15.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED Section 28 - MAINTENANCE OF TRAFFIC (PART 2) - Totals Awd $25,763.50 2 $18,588.70 3 $43,326.50 4 $25,811.50 | 680 FT | $18.00 | $4.29 | $44.00 | $18.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $283,000 | $350,000 | $296,874 | $500,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $4,400 | $100,000 | $9,750 | $75,000 |
| 619E16021 FIELD OFFICE, TYPE C, AS PER PLAN | 28 MNTH | $6,000 | $6,000 | $6,000 | $15,000 |
Project details
- Description
- MAH-IR 680-04.58 (PART 1 AND PART 2)
- 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 →