Col-US 30-19.05
Columbiana County · est $13M
Bid dateThursday, April 9—
Columbiana County · est $13M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by winning bid’s extended amount · 190 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Shelly Company | % of bid |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 12,836 CY | $170 | $170 | 22% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (7193 CY | $180 | $168 | 13% |
| 304E20000 AGGREGATE BASE | 12,773 CY | $92.00 | $88.00 | 12% |
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 4,063 CY | $225 | $225 | 9% |
| 624E10000 MOBILIZATION | 1 LS | $715,000 | $400,000 | 7% |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 38,641 FT | $16.00 | $14.00 | 6% |
| 203E10000 EXCAVATION | 20,425 CY | $24.00 | $36.50 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $395,150 | $1,175,500 | 4% |
| 320E70000 RUBBLIZE AND ROLL | 76,733 SY | $3.25 | $1.95 | 2% |
| 202E23000 PAVEMENT REMOVED | 21,020 SY | $11.00 | $20.00 | 2% |
| 202E23500 WEARING COURSE REMOVED | 76,733 SY | $3.00 | $5.10 | 2% |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 212 CY | $990 | $120 | 2% |
| 832E30000 EROSION CONTROL | 206,280 EACH | $1.00 | $1.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 9,488 FT | $20.00 | $19.00 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $180,000 | $25,000 | 2% |
| 611E98470 CATCH BASIN, NO. 2-2B | 45 EACH | $3,800 | $3,800 | 2% |
| 611E06100 15" CONDUIT, TYPE C | 1,334 FT | $127 | $150 | 2% |
| 441E70700 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (340 CY | $470 | $250 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 6,300 FT | $25.00 | $24.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $151,000 | $120,000 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Shelly Company |
|---|---|---|---|
| 202E30000 WALK REMOVED | 1,606 SF | $1.50 | $17.50 |
| 202E32000 CURB REMOVED | 502 FT | $7.00 | $21.50 |
| 202E32500 CURB AND GUTTER REMOVED | 2,463 FT | $5.00 | $23.50 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 2,023 FT | $15.00 | $42.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 50 FT | $29.00 | $315 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 18,564 FT | $4.00 | $2.00 |
| 202E58100 CATCH BASIN REMOVED | 79 EACH | $316 |
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 →
| $800 |
| 202E70120 SPECIAL - PIPE CLEANOUT, 27" TO 48" | 115 FT | $27.00 | $55.00 |
| 202E98100 REMOVAL MISC.: INSPECTION WELL | 2 EACH | $464 | $1,700 |
| 202E98200 REMOVAL MISC.: CONDUIT | 65 FT | $15.00 | $215 |
| 202E98200 REMOVAL MISC.: CONDUIT WITH CONCRETE ENCASEMENT | 192 FT | $28.00 | $110 |
| 203E20000 EMBANKMENT | 3,820 CY | $35.00 | $36.50 |
| 203E20001 EMBANKMENT, AS PER PLAN | 50 CY | $29.00 | $115 |
| 204E10000 SUBGRADE COMPACTION | 56,631 SY | $2.50 | $1.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 947 CY | $25.00 | $43.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B, 703.17 | 413 CY | $108 | $90.00 |
| 204E45000 PROOF ROLLING | 31 HOUR | $550 | $125 |
| 204E50000 GEOTEXTILE FABRIC | 1,600 SY | $1.00 | $6.00 |
| 209E10001 DITCH CLEANOUT, AS PER PLAN | 277 FT | $18.00 | $37.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 46 EACH | $2,500 | $2,485 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 43 EACH | $1,400 | $1,375 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 8 EACH | $2,600 | $2,445 |
| 608E10000 4" CONCRETE WALK | 1,303 SF | $12.00 | $10.00 |
| 608E52000 CURB RAMP | 303 SF | $36.00 | $28.50 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 69 EACH | $550 | $195 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 29 EACH | $648 | $320 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 89 SY | $171 | $165 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 33 SY | $166 | $80.00 |
| 601E21061 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT, | 12 SY | $155 | $173 |
| 601E32004 ROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FA | 13 CY | $325 | $255 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 5 CY | $360 | $290 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 28 CY | $300 | $270 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 10 CY | $472 | $400 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 2 CY | $733 | $745 |
| 601E32300 ROCK CHANNEL PROTECTION, TYPE D WITH FILTER | 34 CY | $200 | $270 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $26.00 | $350 |
| 659E00300 TOPSOIL | 5,395 CY | $19.00 | $40.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 37,248 SY | $2.00 | $1.10 |
| 659E14000 REPAIR SEEDING AND MULCHING | 1,862 SY | $2.50 | $1.00 |
| 659E15000 INTER-SEEDING | 1,862 SY | $0.25 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 5 TON | $800 | $1,500 |
| 659E31000 LIME | 8 ACRE | $50.00 | $0.40 |
| 659E35000 WATER | 102 MGAL | $1.00 | $40.00 |
| 670E00500 SLOPE EROSION PROTECTION | 18,253 SY | $2.50 | $2.50 |
| 670E00700 DITCH EROSION PROTECTION | 255 SY | $4.00 | $3.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $4,000 | $3,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $20,000 | $17,120 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $17,000 | $16,090 |
| 602E20000 CONCRETE MASONRY | 3.7 CY | $2,500 | $3,555 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 98 FT | $42.00 | $16.85 |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 940 FT | $19.00 | $14.00 |
| 605E31100 AGGREGATE DRAINS | 2,600 FT | $17.00 | $26.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 890 FT | $41.00 | $20.00 |
| 611E00900 6" CONDUIT, TYPE B | 195 FT | $36.00 | $40.00 |
| 611E01100 6" CONDUIT, TYPE C | 8 FT | $77.00 | $85.00 |
| 611E01500 6" CONDUIT, TYPE F | 980 FT | $30.00 | $78.00 |
| 611E03400 10" CONDUIT, TYPE D | 4 FT | $350 | $520 |
| 611E04600 12" CONDUIT, TYPE C | 288 FT | $310 | $350 |
| 611E04900 12" CONDUIT, TYPE D | 20 FT | $319 | $460 |
| 611E05900 15" CONDUIT, TYPE B | 4 FT | $370 | $600 |
| 611E06400 15" CONDUIT, TYPE D | 109 FT | $97.00 | $175 |
| 611E07600 18" CONDUIT, TYPE C | 72 FT | $415 | $475 |
| 611E09100 21" CONDUIT, TYPE C | 4 FT | $560 | $580 |
| 611E10200 24" CONDUIT, TYPE A, 707.01 OR 707.02 METALLIC COA | 10 FT | $329 | $880 |
| 611E10400 24" CONDUIT, TYPE B | 66 FT | $240 | $255 |
| 611E10600 24" CONDUIT, TYPE C | 56 FT | $360 | $525 |
| 611E13400 30" CONDUIT, TYPE B | 70 FT | $238 | $225 |
| 611E13600 30" CONDUIT, TYPE C | 23 FT | $435 | $510 |
| 611E16600 36" CONDUIT, TYPE C | 14 FT | $450 | $705 |
| 611E20900 48" CONDUIT, TYPE B | 117 FT | $650 | $415 |
| 611E97400 CONDUIT, MISC.: TYPE B FOR DRAINAGE DISCHARGE CONT | 65 FT | $33.00 | $100 |
| 611E97400 CONDUIT, MISC.: TYPE C FOR DRAINAGE DISCHARGE CONT | 65 FT | $33.00 | $100 |
| 611E97400 CONDUIT, MISC.: TYPE E FOR DRAINAGE DISCHARGE CONT | 65 FT | $33.00 | $100 |
| 611E97400 CONDUIT, MISC.: TYPE F FOR DRAINAGE DISCHARGE CONT | 65 FT | $33.00 | $100 |
| 611E98150 CATCH BASIN, NO. 3 | 16 EACH | $6,300 | $5,400 |
| 611E98151 CATCH BASIN, NO. 3, AS PER PLAN | 2 EACH | $6,200 | $7,800 |
| 611E98370 CATCH BASIN, NO. 6 | 1 EACH | $6,400 | $5,300 |
| 611E98504 CATCH BASIN, NO. 2-2C | 3 EACH | $3,700 | $4,000 |
| 611E98510 CATCH BASIN, NO. 2-3 | 9 EACH | $3,800 | $4,200 |
| 611E98540 CATCH BASIN, NO. 2-4 | 5 EACH | $4,300 | $4,200 |
| 611E98600 CATCH BASIN, NO. 2-6 | 1 EACH | $18,000 | $11,000 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 4 EACH | $1,800 | $1,600 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 3 EACH | $1,800 | $1,100 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 48 EACH | $500 | $500 |
| 611E99720 INSPECTION WELL | 13 EACH | $1,400 | $1,200 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 1,950 LB | $2.50 | $5.00 |
| 899E10000 CURED-IN-PLACE PIPE LINER 24" DIAMETER | 170 FT | $500 | $420 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=3.5") | 6,947 SY | $11.25 | $8.00 |
| 407E10000 TACK COAT | 13,608 GAL | $2.00 | $2.50 |
| 407E20000 NON-TRACKING TACK COAT | 42 GAL | $3.05 | $2.50 |
| 408E10000 PRIME COAT | 5,652 GAL | $3.50 | $5.00 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $590 | $510 |
| 441E70600 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (21 CY | $350 | $454 |
| 452E10050 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 317 SY | $112 | $105 |
| 452E12050 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 57 SY | $118 | $110 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 2,803 FT | $30.50 | $28.50 |
| 609E26000 CURB, TYPE 6 | 1,315 FT | $21.50 | $20.00 |
| 609E28000 CURB, TYPE 7 | 700 FT | $37.50 | $35.00 |
| 617E10100 COMPACTED AGGREGATE | 2,320 CY | $61.50 | $95.00 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 5.29 MILE | $1,300 | $1,300 |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 5.29 MILE | $4,900 | $13,000 |
| 638E10401 FIRE HYDRANT ADJUSTED TO GRADE, AS PER PLAN | 14 EACH | $3,350 | $3,000 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 9 EACH | $500 | $900 |
| 621E00100 RPM | 485 EACH | $38.00 | $37.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 485 EACH | $13.00 | $6.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 5 EACH | $16.00 | $14.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 5 EACH | $16.00 | $16.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 1,770 FT | $15.00 | $15.00 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 133 FT | $20.00 | $20.00 |
| 630E06400 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | 208 FT | $36.00 | $36.00 |
| 630E06500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 245 FT | $40.00 | $40.00 |
| 630E08600 SIGN POST REFLECTOR | 49 EACH | $46.00 | $45.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 10 EACH | $550 | $550 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 5 EACH | $220 | $210 |
| 630E80100 SIGN, FLAT SHEET | 1,003 SF | $19.00 | $19.00 |
| 630E80101 SIGN, FLAT SHEET, AS PER PLAN | 18 SF | $27.00 | $27.00 |
| 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET | 351 SF | $25.00 | $24.00 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 26 EACH | $920 | $860 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 231 EACH | $10.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 6 EACH | $65.00 | $65.00 |
| 630E85400 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL | 5 EACH | $140 | $140 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 151 EACH | $15.00 | $15.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 10 EACH | $300 | $295 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 5 EACH | $45.00 | $45.00 |
| 646E10010 EDGE LINE, 6", WHITE | 12.16 MILE | $3,150 | $3,150 |
| 646E10100 LANE LINE, 4" | 0.37 MILE | $2,000 | $1,895 |
| 646E10200 CENTER LINE | 6.21 MILE | $4,202 | $3,925 |
| 646E10400 STOP LINE | 301 FT | $13.00 | $12.50 |
| 646E10520 CROSSWALK LINE, 24" | 108 FT | $14.00 | $13.50 |
| 646E20100 SCHOOL SYMBOL MARKING, 72" | 2 EACH | $722 | $675 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 50 CY | $226 | $120 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 305 CY | $200 | $230 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 1,000 HOUR | $102 | $110 |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 19 EACH | $6,199 | $3,000 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,820 | $3,300 |
| 614E12420 DETOUR SIGNING | 1 LS | $13,000 | $9,450 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 417 CY | $200 | $125 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 106 EACH | $13.00 | $20.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 193 EACH | $24.00 | $25.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 106 EACH | $22.00 | $28.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 193 EACH | $24.00 | $28.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 36 SNMT | $963 | $1,600 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.27 MILE | $15,000 | $15,125 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 2.02 MILE | $15,000 | $9,095 |
| 614E24142 WORK ZONE DOTTED LINE, CLASS I, 6", 648 | 40 FT | $5.00 | $6.75 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 240 FT | $19.00 | $10.00 |
| 616E10000 WATER | 95 MGAL | $85.00 | $10.00 |
| 617E10100 COMPACTED AGGREGATE TYPE A | 183 CY | $118 | $150 |
| 617E25000 WATER | 1 MGAL | $250 | $10.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 5,306 FT | $15.00 | $19.00 |
| 643E00300 CENTER LINE | 0.25 MILE | $1,472 | $5,000 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 5.74 MILE | $1,472 | $1,525 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 11.49 MILE | $744 | $975 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 159 SY | $15.00 | $25.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 364 SY | $30.00 | $50.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 380 SY | $43.00 | $40.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 523 SY | $37.50 | $50.00 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 6,288 SF | $16.00 | $20.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 6,288 SF | $7.50 | $10.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 6,288 SF | $7.50 | $10.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 6,288 SF | $6.00 | $7.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 40 MNHR | $160 | $100 |
| 514E10000 FINAL INSPECTION REPAIR | 4 EACH | $535 | $100 |
| 530E00200 SPECIAL - STRUCTURES: CLEANING OF BRIDGE DRAINAGE | 1 LS | $3,212 | $3,000 |
| 530E00200 SPECIAL - STRUCTURES: CLEANING OF BRIDGE JOINTS | 1 LS | $3,212 | $3,000 |
| 530E00200 SPECIAL - STRUCTURES: CLEANING OF BRIDGE SEATS | 1 LS | $3,212 | $3,000 |
| 530E00200 SPECIAL - STRUCTURES: SWEEPING BRIDGES | 1 LS | $3,212 | $3,000 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $1,070 | $1,000 |
| 202E22900 APPROACH SLAB REMOVED | 114 SY | $235 | $220 |
| 203E20001 EMBANKMENT, AS PER PLAN | 19 CY | $214 | $200 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $12,878 | $12,000 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $11.00 | $10.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 546 SY | $30.00 | $50.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 578 SY | $32.00 | $30.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 12 FT | $161 | $500 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 546 SY | $29.00 | $50.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 86 FT | $69.50 | $65.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 21 CY | $359 | $335 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 182 FT | $30.00 | $28.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $37.50 | $35.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 146 SF | $214 | $300 |
| 526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER | 227 SY | $482 | $450 |
| 526E90030 TYPE C INSTALLATION | 68 FT | $535 | $500 |
| 530E00200 SPECIAL - STRUCTURES: CLEANING OF BRIDGE DRAINAGE | 1 LS | $3,212 | $3,000 |
| 530E00200 SPECIAL - STRUCTURES: CLEANING OF BRIDGE JOINTS | 1 LS | $3,212 | $3,000 |
| 530E00200 SPECIAL - STRUCTURES: CLEANING OF BRIDGE SEATS | 1 LS | $3,212 | $3,000 |
| 530E00200 SPECIAL - STRUCTURES: SWEEPING BRIDGES | 1 LS | $3,212 | $3,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $78,000 | $75,000 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $6,542 | $50,000 |
| 619E16020 FIELD OFFICE, TYPE C | 18 MNTH | $4,300 | $4,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 12,836 CY | $170 | $2.18M | 15% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (7193 CY | $180 | $1.29M | 9% |
| 304E20000 AGGREGATE BASE | 12,773 CY | $92 | $1.18M | 8% |
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 4,063 CY | $225 | $914k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $715,000 | $715k | 5% |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 38,641 FT | $16 | $618k | 4% |
| 203E10000 EXCAVATION | 20,425 CY | $24 | $490k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $395,150 | $395k | 3% |
| 320E70000 RUBBLIZE AND ROLL | 76,733 SY | $3.25 | $249k | 2% |
| 202E23000 PAVEMENT REMOVED | 21,020 SY | $11 | $231k | 2% |