MRG-SR 37-09.59
MRG County · est $4.0M
Bid dateThursday, July 12—
MRG County · est $4.0M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 8.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 195 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | R3George J Igel & CO INC | % of bid |
|---|---|---|---|---|---|
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $235,000 | $295,000 | $209,500 | 8% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 223.1 CY | $1,020 | $950 | $950 | 8% |
| 611E96481 18' X 8' CONDUIT, TYPE A, 706.05, AS PER PLAN | 203 FT | $1,100 | $1,100 | $1,200 | 8% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 73,040 LB | $2.75 | $1.25 | $3.40 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 |
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | R3George J Igel & CO INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $29,000 | $15,000 | $10,000 |
| 202E23000 PAVEMENT REMOVED | 982 SY | $7.00 | $15.00 | $5.00 |
| 202E30000 WALK REMOVED | 6,103 SF | $0.50 | $2.00 | $1.00 |
| 202E32000 CURB REMOVED | 1,510 FT | $2.25 | $5.00 | $4.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 402 FT | $30.00 | $20.00 | $40.00 |
| 202E38100 GUARDRAIL REMOVED FOR STORAGE |
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 →
| $200,000 |
| $200,000 |
| 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $195,106 | $230,000 | $130,000 | 7% |
| 517E75121 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 1,220 FT | $155 | $200 | $180 | 7% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 125 CY | $1,300 | $960 | $1,750 | 6% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 2,205 SY | $68.00 | $55.00 | $75.00 | 5% |
| 517E76300 RAILING, MISC.: STEEL PEDESTRIAN RAILING | 611 FT | $215 | $272 | $225 | 5% |
| 848E30100 LATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNES | 197 CY | $625 | $590 | $590 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 492 CY | $250 | $250 | $250 | 4% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 1,968 SY | $52.00 | $60.00 | $45.00 | 4% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 316 CY | $300 | $300 | $300 | 3% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 755 CY | $115 | $125 | $180 | 3% |
| 610E50000 RETAINING WALL, MISC.: TIMBER LAGGING | 773 EACH | $110 | $120 | $125 | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $85,000 | $16,000 | $20,000 | 3% |
| 611E01800 8" CONDUIT, TYPE B, FOR SANITARY SEWER | 366 FT | $220 | $215 | $190 | 3% |
| 507E00400 STEEL PILES, MISC.: W33X118 SOLDIER PILE | 996 FT | $70.00 | $67.00 | $75.00 | 2% |
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 194 CY | $350 | $350 | $350 | 2% |
| 576 FT |
| $5.00 |
| $2.00 |
| $2.00 |
| 202E58100 CATCH BASIN REMOVED | 5 EACH | $300 | $1,000 | $250 |
| 202E58200 INLET REMOVED | 1 EACH | $300 | $680 | $300 |
| 202E58500 CATCH BASIN ABANDONED | 1 EACH | $700 | $400 | $400 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT | 151 FT | $19.00 | $40.00 | $10.00 |
| 202E98000 REMOVAL MISC.: SIGN | 1 LS | $1,500 | $2,400 | $500 |
| 202E98100 REMOVAL MISC.: SIGN FOUNDATION | 1 EACH | $800 | $650 | $100 |
| 203E10000 EXCAVATION | 3,673 CY | $18.00 | $28.00 | $15.00 |
| 203E20000 EMBANKMENT | 2,195 CY | $12.00 | $12.00 | $6.00 |
| 204E10000 SUBGRADE COMPACTION | 3,998 SY | $5.00 | $2.00 | $4.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 1,015 CY | $22.00 | $36.00 | $10.00 |
| 204E20000 EMBANKMENT | 1,021 CY | $9.00 | $28.00 | $4.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $175 | $140 | $80.00 |
| 602E10000 BRICK MASONRY | 1.1 CY | $5,000 | $2,000 | $6,000 |
| 602E15000 BLOCK MASONRY | 1.8 CY | $3,200 | $600 | $3,500 |
| 602E20000 CONCRETE MASONRY | 2 CY | $2,200 | $120 | $500 |
| 606E15050 GUARDRAIL, TYPE MGS | 650 FT | $21.50 | $16.80 | $21.50 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 3 EACH | $1,150 | $1,165 | $1,150 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $950 | $795 | $950 |
| 607E20000 FENCE, TYPE CL | 133 FT | $37.50 | $35.00 | $37.50 |
| 607E50900 GATE, TYPE CL | 1 EACH | $1,850 | $1,785 | $1,850 |
| 608E10000 4" CONCRETE WALK | 7,647 SF | $5.50 | $5.00 | $8.00 |
| 608E13001 6" CONCRETE WALK, AS PER PLAN | 421 SF | $29.00 | $12.00 | $19.00 |
| 608E15000 8" CONCRETE WALK | 559 SF | $22.00 | $11.00 | $10.00 |
| 608E52000 CURB RAMP | 60 SF | $155 | $20.00 | $60.00 |
| 608E53020 DETECTABLE WARNING | 146 SF | $31.00 | $28.00 | $11.00 |
| 690E65300 SPECIAL - GROUND WATER MONITORING WELL ABANDONMENT | 7 EACH | $950 | $3,000 | $2,000 |
| 690E98000 SPECIAL - RELOCATION OF FLAG POLE | 1 EACH | $950 | $2,400 | $900 |
| 690E98000 SPECIAL - RELOCATION OF GRANITE MONUMENT | 2 EACH | $1,850 | $2,000 | $520 |
| 690E98000 SPECIAL - RELOCATION OF PARK SIGN | 1 EACH | $1,100 | $800 | $900 |
| 690E98000 SPECIAL - RELOCATION OF SCORE BAORD | 1 EACH | $8,500 | $7,000 | $9,200 |
| 690E98000 SPECIAL - RELOCATION OF SPRING ROCKER | 5 EACH | $1,000 | $200 | $400 |
| 690E98000 SPECIAL - RELOCATION OF SWING SET | 1 EACH | $2,300 | $2,400 | $3,000 |
| 690E98000 SPECIAL - RELOCATION OF TWISTER SLIDE BARS | 1 EACH | $1,900 | $1,300 | $1,800 |
| 690E98100 SPECIAL - TEMPORARY CONSTRUCTION FENCE | 230 FT | $5.00 | $8.00 | $5.00 |
| 690E98200 SPECIAL - LIMESTONE CAP | 19 SF | $90.00 | $150 | $165 |
| 690E98700 SPECIAL - NO. 8 ROUNDED AGGREGATE | 60 CY | $95.00 | $90.00 | $90.00 |
| 690E98800 SPECIAL - DISPOSAL OF SOLID WASTE | 344 TON | $60.00 | $65.00 | $115 |
| 601E21050 TIED CONCRETE BLOCK MAT, TYPE 1 | 249 SY | $40.00 | $83.00 | $85.00 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 14 CY | $150 | $120 | $70.00 |
| 659E00300 TOPSOIL | 436 CY | $45.00 | $40.00 | $32.00 |
| 659E10000 SEEDING AND MULCHING | 3,941 SY | $0.89 | $1.80 | $4.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 197 SY | $0.68 | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.49 TON | $725 | $625 | $625 |
| 659E31000 LIME | 1.12 ACRE | $110 | $70.00 | $70.00 |
| 659E35000 WATER | 6 MGAL | $1.00 | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 1,467 SY | $1.80 | $2.62 | $3.00 |
| 670E00700 DITCH EROSION PROTECTION | 171 SY | $1.70 | $4.23 | $4.25 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,175 | $13,500 | $1,200 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $23,500 | $11,100 | $20,000 |
| 832E30000 EROSION CONTROL | 30,000 EACH | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.5 CY | $2,500 | $2,800 | $2,100 |
| 605E05100 4" SHALLOW PIPE UNDERDRAINS, 707.31 | 703 FT | $11.50 | $16.00 | $15.00 |
| 605E05200 4" UNCLASSIFIED PIPE UNDERDRAINS, 707.31 | 141 FT | $14.50 | $25.00 | $22.00 |
| 611E00900 6" CONDUIT, TYPE B | 231 FT | $35.00 | $55.00 | $35.00 |
| 611E04400 12" CONDUIT, TYPE B | 266 FT | $70.00 | $110 | $65.00 |
| 611E04600 12" CONDUIT, TYPE C | 85 FT | $44.00 | $70.00 | $62.00 |
| 611E05900 15" CONDUIT, TYPE B | 83 FT | $92.50 | $88.00 | $66.00 |
| 611E06100 15" CONDUIT, TYPE C | 259 FT | $56.00 | $83.00 | $55.00 |
| 611E98150 CATCH BASIN, NO. 3 | 4 EACH | $3,000 | $3,500 | $3,000 |
| 611E98180 CATCH BASIN, NO. 3A | 8 EACH | $2,750 | $3,200 | $2,100 |
| 611E98370 CATCH BASIN, NO. 6 | 1 EACH | $2,500 | $3,000 | $1,500 |
| 611E98410 CATCH BASIN, NO. 8 | 1 EACH | $3,500 | $5,000 | $1,700 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $2,000 | $2,500 | $1,200 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $3,000 | $3,100 | $2,100 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 54 CY | $110 | $125 | $200 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN | 4,324 SY | $7.00 | $3.00 | $10.00 |
| 304E20000 AGGREGATE BASE | 630 CY | $83.00 | $55.00 | $70.00 |
| 407E20000 NON-TRACKING TACK COAT | 508 GAL | $3.00 | $3.00 | $3.00 |
| 441E50400 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $300 | $300 | $300 |
| 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 | 53 SY | $68.00 | $85.00 | $110 |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 | 201 SY | $78.00 | $87.00 | $115 |
| 452E13010 9" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 | 1,067 SY | $60.00 | $88.00 | $85.00 |
| 452E19200 NON-REINFORCED CONCRETE PAVEMENT, MISC.: 8" THICK | 35 SY | $100 | $87.00 | $100 |
| 609E26000 CURB, TYPE 6 | 2,325 FT | $22.00 | $20.00 | $34.00 |
| 609E28000 CURB, TYPE 7 | 83 FT | $49.50 | $43.00 | $41.00 |
| 609E71001 CONCRETE MEDIAN, AS PER PLAN | 4,710 SF | $13.75 | $23.00 | $12.00 |
| 618E40200 RUMBLE STRIPS, (CONCRETE) | 1,037 FT | $5.50 | $8.00 | $11.00 |
| 638E01200 8" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, PUS | 402 FT | $95.00 | $120 | $60.00 |
| 638E01710 8" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS | 304 FT | $99.00 | $145 | $68.00 |
| 638E09400 8" X 8" TAPPING SLEEVE, VALVE AND VALVE BOX | 4 EACH | $6,800 | $12,000 | $3,400 |
| 638E10480 FIRE HYDRANT REMOVED | 1 EACH | $900 | $900 | $100 |
| 638E10500 FIRE HYDRANT REMOVED AND RESET | 1 EACH | $2,250 | $2,700 | $2,600 |
| 638E11200 METER, SETTING, STOP AND CHAMBER | 1 EACH | $2,700 | $4,500 | $1,600 |
| 638E98000 WATER WORK, MISC.: CAP EXISTING WATER MAIN | 1 EACH | $850 | $1,200 | $700 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $4,000 | $3,000 | $5,000 |
| 625E00450 CONNECTION, FUSED PULL APART | 45 EACH | $100 | $100 | $85.00 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 33 EACH | $125 | $125 | $85.00 |
| 625E10481 LIGHT POLE, DECORATIVE, AS PER PLAN (30' MOUNTING | 6 EACH | $3,200 | $3,200 | $3,550 |
| 625E10481 LIGHT POLE, DECORATIVE, AS PER PLAN (35' MOUNTING | 4 EACH | $3,800 | $3,800 | $4,250 |
| 625E10481 LIGHT POLE, DECORATIVE, AS PER PLAN (35' MOUNTING | 4 EACH | $5,050 | $5,050 | $5,600 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 9 EACH | $1,400 | $1,250 | $2,200 |
| 625E23302 NO. 6 AWG 2400 VOLT DISTRIBUTION CABLE | 6,708 FT | $1.40 | $1.40 | $2.40 |
| 625E23410 NO. 12 AWG POLE AND BRACKET CABLE | 2,280 FT | $1.20 | $1.20 | $1.00 |
| 625E25500 CONDUIT, 3", 725.04 | 1,348 FT | $22.00 | $23.50 | $20.00 |
| 625E27551 LUMINAIRE, DECORATIVE, AS PER PLAN (150W, LED, 240 | 14 EACH | $525 | $525 | $500 |
| 625E29002 TRENCH, 24" DEEP | 1,348 FT | $8.00 | $8.00 | $7.10 |
| 625E30700 PULL BOX, 725.08, 18" | 10 EACH | $900 | $900 | $726 |
| 625E31510 PULL BOX REMOVED | 3 EACH | $175 | $175 | $150 |
| 625E32000 GROUND ROD | 8 EACH | $220 | $220 | $242 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $5,575 | $5,575 | $6,100 |
| 625E34001 POWER SERVICE, AS PER PLAN | 2 EACH | $5,000 | $5,000 | $9,600 |
| 625E36000 PLASTIC CAUTION TAPE | 1,250 FT | $0.70 | $0.70 | $0.30 |
| 625E75506 LUMINAIRE REMOVED | 6 EACH | $45.00 | $45.00 | $40.00 |
| 625E75520 LUMINAIRE SUPPORT REMOVED | 5 EACH | $100 | $100 | $200 |
| 625E75522 LUMINAIRE SUPPORT FOUNDATION REMOVED | 5 EACH | $365 | $365 | $125 |
| 625E27551 LUMINAIRE, DECORATIVE, AS PER PLAN(85W, LED, 240V, | 5 EACH | $1,500 | $1,500 | $2,250 |
| 626E00116 BARRIER REFLECTOR, TYPE 5 (BIDIRECTIONAL) | 10 EACH | $7.50 | $6.80 | $7.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 1,250 FT | $9.50 | $10.50 | $9.50 |
| 630E08600 SIGN POST REFLECTOR | 12 EACH | $40.00 | $35.00 | $40.00 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 11 EACH | $100 | $155 | $100 |
| 630E80100 SIGN, FLAT SHEET | 614.8 SF | $16.00 | $17.50 | $16.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 93 EACH | $15.00 | $10.00 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $60.00 | $40.00 | $60.00 |
| 630E85101 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION, AS | 1 EACH | $200 | $245 | $200 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 37 EACH | $15.00 | $10.00 | $15.00 |
| 632E90100 REMOVAL OF TRAFFIC SIGNAL INSTALLATION | 2 EACH | $4,000 | $4,000 | $1,192 |
| 644E00104 EDGE LINE, 6" | 1.21 MILE | $6,360 | $4,400 | $4,830 |
| 644E00300 CENTER LINE | 0.36 MILE | $8,110 | $7,995 | $8,780 |
| 644E00600 CROSSWALK LINE | 344 FT | $6.05 | $3.50 | $3.90 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 173 FT | $7.90 | $6.50 | $7.20 |
| 644E01520 DOTTED LINE, 12" | 217 FT | $4.40 | $2.25 | $2.50 |
| 644E20800 YIELD LINE | 101 FT | $10.90 | $12.00 | $13.20 |
| 646E10010 EDGE LINE, 6" | 0.24 MILE | $24,305 | $900 | $9,880 |
| 646E10200 CENTER LINE | 0.08 MILE | $25,910 | $15,500 | $17,015 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 66 FT | $7.25 | $14.35 | $16.00 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 20 CY | $80.00 | $103 | $70.00 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 11 EACH | $1,800 | $2,000 | $2,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $250 | $250 | $240 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 57 EACH | $8.00 | $50.00 | $60.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 57 EACH | $14.00 | $50.00 | $60.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.72 MILE | $3,200 | $3,200 | $3,797 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.72 MILE | $3,200 | $3,200 | $3,797 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 2.26 MILE | $1,650 | $1,650 | $1,960 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 2.42 MILE | $1,650 | $1,650 | $1,960 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 436 FT | $3.00 | $3.00 | $3.60 |
| 614E24610 WORK ZONE DOTTED LINE, CLASS III, 642 PAINT | 434 FT | $2.00 | $2.00 | $2.40 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 166 FT | $10.00 | $10.00 | $12.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $7,500 | $7,000 | $10,000 |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 176 SY | $100 | $100 | $260 |
| 616E10000 WATER | 24 MGAL | $45.00 | $105 | $35.00 |
| 622E41000 PORTABLE BARRIER, 32" | 1,270 FT | $13.50 | $15.00 | $14.00 |
| 622E41020 PORTABLE BARRIER, 32", BRIDGE MOUNTED | 1,240 FT | $14.00 | $13.00 | $22.00 |
| 507E00400 STEEL PILES, MISC.: HP14X73 SOLDIER OILE | 342 FT | $45.00 | $55.00 | $50.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 18,720 LB | $1.20 | $1.25 | $1.20 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 61 SF | $9.00 | $9.50 | $25.00 |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 196 FT | $100 | $147 | $42.00 |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 70 FT | $135 | $147 | $150 |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 163 FT | $110 | $130 | $150 |
| 524E94805 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER | 405 FT | $120 | $130 | $125 |
| 530E13000 SPECIAL - FORM LINER | 3,609 SF | $14.00 | $16.00 | $20.00 |
| 610E50010 RETAINING WALL, MISC.: GEOCOMPOSITE DRAIN STRIP | 3,979 SF | $3.00 | $5.00 | $9.00 |
| 202E22900 APPROACH SLAB REMOVED | 23 SY | $85.00 | $83.00 | $50.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $1,500 | $1,300 | $5,000 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 200 LB | $1.00 | $2.00 | $1.40 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 228 EACH | $32.00 | $13.00 | $25.00 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET), PEDESTR | 24 CY | $910 | $1,350 | $1,400 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 6.1 CY | $1,900 | $1,500 | $1,450 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: APPROACH SLAB | 28.4 CY | $1,350 | $1,100 | $1,450 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,206 SY | $20.00 | $20.00 | $20.00 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 12 FT | $1,100 | $1,300 | $1,100 |
| 516E11900 HORIZONTAL EXTENSION OF STRUCTURAL EXPANSION JOINT | 10.17 FT | $1,150 | $1,300 | $1,100 |
| 516E31000 JOINT SEALER | 71 FT | $28.50 | $29.00 | $25.00 |
| 530E13000 SPECIAL - FORM LINER | 3,249 SF | $12.00 | $22.00 | $30.00 |
| 625E10620 LIGHT POLE ANCHOR BOLTS, MISC.: SET FOR PILASTER M | 5 EACH | $200 | $200 | $125 |
| 625E25400 CONDUIT, 2", 725.04 | 1,322 FT | $17.00 | $18.00 | $20.00 |
| 625E29920 STRUCTURE JUNCTION BOX | 5 EACH | $2,000 | $2,000 | $2,140 |
| 848E50000 HAND CHIPPING | 20 SY | $85.00 | $92.00 | $115 |
| 848E50100 TEST SLAB | 1 LS | $2,350 | $5,800 | $8,000 |
| 848E50200 FULL-DEPTH REPAIR | 2.5 CY | $875 | $1,600 | $1,200 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, 1.5" NOMINAL TH | 1,968 SY | $8.50 | $10.00 | $8.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 100 SY | $25.50 | $30.00 | $35.00 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $20,000 | $10,500 | $21,000 |
| 204E13000 EXCAVATION OF SUBGRADE | 520 CY | $20.00 | $32.00 | $15.00 |
| 204E30040 GRANULAR MATERIAL, TYPE E | 520 CY | $57.00 | $85.00 | $55.00 |
| 204E50000 GEOTEXTILE FABRIC | 823 SY | $1.50 | $3.00 | $2.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $45,000 | $10,300 | $18,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $29,000 | $28,000 | $20,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 11,103 LB | $1.75 | $1.20 | $1.20 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 37 CY | $1,200 | $1,100 | $900 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 94 CY | $550 | $370 | $420 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $3,000 | $2,000 | $1,300 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 129 SY | $20.00 | $20.00 | $20.00 |
| 512E33000 TYPE 2 WATERPROOFING | 449 SY | $22.50 | $22.50 | $22.50 |
| 512E33010 TYPE 3 WATERPROOFING | 491 SY | $29.50 | $30.00 | $30.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 53 SF | $4.00 | $10.00 | $22.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $4,500 | $6,000 | $3,600 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $30,000 | $32,000 | $25,000 |
| 619E16010 FIELD OFFICE, TYPE B | 15 MNTH | $2,100 | $2,000 | $2,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $51,041 | $29,000 | $55,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $235,000 | $235k | 5% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 223.1 CY | $1,020 | $228k | 5% |
| 611E96481 18' X 8' CONDUIT, TYPE A, 706.05, AS PER PLAN | 203 FT | $1,100 | $223k | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 73,040 LB | $2.75 | $201k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $195,106 | $195k | 4% |
| 517E75121 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 1,220 FT | $155 | $189k | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 125 CY | $1,300 | $163k | 3% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 2,205 SY | $68 | $150k | 3% |
| 517E76300 RAILING, MISC.: STEEL PEDESTRIAN RAILING | 611 FT | $215 | $131k | 3% |