DEL-SR 229-00.45 AND VARIOUS
DEL County · est $5.4M
Bid dateThursday, April 9—
Awarded toCOMPLETE GENERAL CONSTRUCTION COMPANY$5.63M
Project scope
Bid form · ODOT
- Structures / Bridge43%
- Drainage11%
- Guardrail & Barrier7%
- Earthwork7%
- Maintaining Traffic7%
- Removal & Demolition5%
- Other20%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $300,000 | $300k | 5% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 562 FT | $480 | $270k | 5% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 119 CY | $2,200 | $262k | 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $250,000 | $250k | 4% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 190 CY | $1,300 | $247k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $242,000 | $242k | 4% |
| 624E10000 MOBILIZATION Section 12 - INCIDENTALS - Totals Awd $585,800.00 2 $640,700.00 3 $960,800.00 | 1 LS | $220,000 | $220k | 4% |
| 513E10240 STRUCTURAL STEEL MEMBERS, LEVEL 2 | 64,503 LB | $3.34 | $215k | 4% |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 74 CY | $2,900 | $215k | 4% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 352 FT | $480 | $169k | 3% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 167 more items below.
Rank 1Complete General Construction Company$5.63MRank 2Double Z Construction Company$6.12MRank 3Ruhlin Company$7.12M
| Item | Quantity | R1Complete General Construction Company | R2Double Z Construction Company | R3Ruhlin Company | % of bid |
|---|---|---|---|---|---|
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $300,000 | $185,000 | $150,000 | 9% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 562 FT | $480 | $458 | $458 | 8% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 119 CY | $2,200 | $1,400 | $2,100 | 8% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $250,000 | $155,000 | $300,000 | 7% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 190 CY | $1,300 | $1,600 | $1,750 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $242,000 | $282,000 | $429,000 | 7% |
| 624E10000 MOBILIZATION Section 12 - INCIDENTALS - Totals Awd $585,800.00 2 $640,700.00 3 $960,800.00 | 1 LS | $220,000 | $245,000 | $356,000 | 6% |
| 513E10240 STRUCTURAL STEEL MEMBERS, LEVEL 2 | 64,503 LB | $3.34 | $3.55 | $4.60 | 6% |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 74 CY | $2,900 | $1,800 | $2,700 | 6% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 352 FT | $480 | $470 | $458 | 5% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $150,000 | $70,000 | $100,000 | 4% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 272 FT | $498 | $474 | $474 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $115,000 | $130,000 | $100,000 | 3% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 4,386 SF | $25.00 | $25.50 | $25.50 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 353 CY | $300 | $342 | $325 | 3% |
| 611E94700 6' X 4' CONDUIT, TYPE A, 706.05 Section 11 - STRUCTURE 20 FOOT SPAN AND UNDER (CFN 19 - Totals Awd $201,734.59 2 $246,974.00 3 $256,660.25 | 80 FT | $1,300 | $1,685 | $1,500 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100,000 | $170,000 | $550,000 | 3% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 680 SY | $140 | $120 | $109 | 3% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $168,484.00 2 $248,907.20 3 $215,054.00 | 88,560 EACH | $1.00 | $1.00 | $1.00 | 3% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 380 SY | $225 | $171 | $196 | 2% |
Show all 187 line items
| Item | Quantity | R1Complete General Construction Company | R2Double Z Construction Company | R3Ruhlin Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $30,000 | $25,000 | $100,000 |
| 202E23000 PAVEMENT REMOVED | 1,787 SY | $18.00 | $30.00 | $30.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 194 FT | $60.00 | $30.00 | $32.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 45 FT | $80.00 | $170 | $82.00 |
| 202E38000 GUARDRAIL REMOVED | 2,731 FT | $2.00 | $2.50 | $2.50 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $650 | $980 | $500 |
| 202E98000 REMOVAL MISC.: MODULAR WALL | 1 LS | $1,800 | $500 | $10,000 |
| 203E10000 EXCAVATION | 1,203 CY | $30.00 | $80.00 | $42.00 |
| 203E20000 EMBANKMENT | 1,139 CY | $34.00 | $40.00 | $23.00 |
| 204E10000 SUBGRADE COMPACTION | 1,796 SY | $4.00 | $10.00 | $4.00 |
| 204E45000 PROOF ROLLING | 3 HOUR | $130 | $250 | $750 |
| 606E15050 GUARDRAIL, TYPE MGS | 537.5 FT | $21.20 | $25.00 | $25.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,537.5 FT | $26.40 | $26.50 | $26.50 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 100 FT | $24.50 | $27.50 | $27.50 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 10 EACH | $2,460 | $2,550 | $2,550 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,340 | $1,250 | $1,250 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 12 EACH | $2,420 | $2,550 | $2,550 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 4 EACH | $1,800 | $1,200 | $1,250 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 10 EACH | $500 | $450 | $1,250 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER Section 1 - ROADWAY - Totals Awd $302,323.00 2 $424,478.75 3 $442,773.75 | 1 LS | $13,000 | $40,000 | $44,000 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 381 CY | $110 | $165 | $160 |
| 659E00300 TOPSOIL | 688 CY | $40.00 | $65.00 | $80.00 |
| 659E10000 SEEDING AND MULCHING | 6,180 SY | $1.45 | $8.00 | $1.45 |
| 659E20000 COMMERCIAL FERTILIZER | 0.83 TON | $1,500 | $1,320 | $1,500 |
| 659E31000 LIME | 1.26 ACRE | $200 | $910 | $200 |
| 659E35000 WATER | 36 MGAL | $1.00 | $30.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 2.72 CY | $2,000 | $4,000 | $4,000 |
| 605E31100 AGGREGATE DRAINS | 225 FT | $18.00 | $20.00 | $18.00 |
| 611E00406 4" CONDUIT, TYPE F | 5 FT | $95.00 | $7.00 | $70.00 |
| 611E01400 6" CONDUIT, TYPE E | 50 FT | $50.00 | $7.00 | $25.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $55.00 | $7.00 | $25.00 |
| 611E02500 8" CONDUIT, TYPE E | 50 FT | $55.00 | $8.00 | $40.00 |
| 611E02600 8" CONDUIT, TYPE F | 50 FT | $65.00 | $8.00 | $40.00 |
| 611E03600 10" CONDUIT, TYPE E | 50 FT | $75.00 | $9.00 | $40.00 |
| 611E03700 10" CONDUIT, TYPE F | 50 FT | $90.00 | $9.00 | $40.00 |
| 611E05900 15" CONDUIT, TYPE B | 117 FT | $105 | $96.00 | $200 |
| 611E10600 24" CONDUIT, TYPE C | 5 FT | $275 | $240 | $800 |
| 611E13200 30" CONDUIT, TYPE A 707.01, 706.02, 707.33, 707.6 | 86 FT | $220 | $500 | $685 |
| 611E16200 36" CONDUIT, TYPE A 707.01 OR 707.02 METALLIC COAT | 40 FT | $230 | $400 | $675 |
| 611E98470 CATCH BASIN, NO. 2-2B Section 3 - DRAINAGE - Totals Awd $74,845.00 2 $94,647.00 3 $148,090.00 | 2 EACH | $1,800 | $2,700 | $4,500 |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 50 SY | $85.00 | $155 | $74.00 |
| 253E02000 PAVEMENT REPAIR | 25 CY | $400 | $1,170 | $405 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 547 SY | $50.00 | $57.00 | $15.00 |
| 304E20000 AGGREGATE BASE | 319 CY | $125 | $152 | $200 |
| 407E20000 NON-TRACKING TACK COAT | 418 GAL | $3.50 | $4.30 | $4.50 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 10 CY | $115 | $100 | $100 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 195 CY | $350 | $443 | $390 |
| 617E10100 COMPACTED AGGREGATE Section 4 - PAVEMENT - Totals Awd $263,238.00 2 $330,325.40 3 $281,361.00 | 25 CY | $200 | $150 | $75.00 |
| 621E00100 RPM | 6 EACH | $460 | $500 | $750 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 6 EACH | $55.00 | $20.00 | $10.50 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 18 EACH | $13.00 | $10.00 | $10.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3 (BI-DIRECTIONAL) | 41 EACH | $14.00 | $12.50 | $12.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 35 FT | $27.00 | $15.00 | $15.00 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $45.00 | $52.00 | $52.00 |
| 630E80100 SIGN, FLAT SHEET | 21.5 SF | $40.00 | $25.00 | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $15.00 | $25.00 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 3 EACH | $20.00 | $25.00 | $25.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.54 MILE | $1,600 | $3,300 | $1,435 |
| 642E00300 CENTER LINE, TYPE 1 Section 5 - TRAFFIC CONTROL - Totals Awd $7,324.00 2 $8,715.50 3 $8,234.91 | 0.37 MILE | $1,600 | $4,950 | $2,473 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $90.00 | $80.00 | $100 |
| 614E11630 INCREASED BARRIER DELINEATION | 3,580 FT | $1.68 | $1.50 | $2.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,300 | $2,100 | $2,100 |
| 614E12420 DETOUR SIGNING | 1 LS | $11,403 | $25,000 | $13,985 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $280 | $150 | $500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 149 EACH | $9.19 | $10.00 | $10.00 |
| 614E13314 BARRIER REFLECTOR, TYPE 3 (BI-DIRECTIONAL) | 30 EACH | $9.19 | $12.50 | $10.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 179 EACH | $20.00 | $20.00 | $20.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 1.06 MILE | $1,266 | $2,500 | $2,435 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 1.96 MILE | $989 | $1,425 | $1,405 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 130 FT | $8.00 | $5.50 | $4.25 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 1,097 SY | $60.00 | $140 | $90.00 |
| 616E10000 WATER | 6 MGAL | $160 | $75.00 | $150 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,780 FT | $20.00 | $28.00 | $20.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED Section 6 - MAINTENANCE OF TRAFFIC - Totals Awd $367,342.81 2 $423,393.00 3 $369,532.40 | 800 FT | $27.00 | $50.00 | $40.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 20,537 LB | $1.58 | $7.50 | $10.00 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $2.78 | $8.00 | $4.00 |
| 509E26001 GALVANIZED STEEL REINFORCEMENT, AS PER PLAN | 303 LB | $2.04 | $3.00 | $2.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 120 EACH | $15.00 | $30.00 | $40.00 |
| 511E40510 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 3 CY | $4,400 | $6,500 | $5,500 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 161 SY | $16.00 | $26.00 | $16.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 6 FT | $175 | $185 | $150 |
| 516E10501 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC C | 66 FT | $850 | $880 | $1,000 |
| 516E46201 BEARING DEVICE, ROCKER, AS PER PLAN | 8 EACH | $3,750 | $4,900 | $4,000 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $23,000 | $3,900 | $8,500 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 684 FT | $21.00 | $20.00 | $16.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 331 SF | $200 | $160 | $200 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 5 CY | $175 | $200 | $200 |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 860 SY | $95.00 | $168 | $130 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 6 CY | $365 | $350 | $400 |
| 848E50001 HAND CHIPPING, AS PER PLAN | 102 SY | $110 | $130 | $259 |
| 848E50101 TEST SLAB, AS PER PLAN | 1 LS | $1,800 | $1,500 | $300 |
| 848E50201 FULL DEPTH REPAIR, AS PER PLAN Section 7 - STRUCTURE OVER 20 FOOT SPAN (DEL-00229-0 - Totals Awd $1,371,779.58 2 $1,388,088.50 3 $1,840,130.00 | 4 CY | $1,400 | $3,300 | $500 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 22,922 LB | $1.56 | $2.52 | $3.50 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 580 LB | $2.34 | $2.00 | $4.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 62 SY | $16.00 | $26.00 | $16.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 28 FT | $175 | $175 | $140 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 314 FT | $21.00 | $20.00 | $16.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $225 | $160 | $225 |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 520 SY | $125 | $196 | $110 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 4 CY | $365 | $350 | $400 |
| 848E50001 HAND CHIPPING, AS PER PLAN | 57 SY | $100 | $130 | $205 |
| 848E50101 TEST SLAB, AS PER PLAN | 1 LS | $1,800 | $1,500 | $300 |
| 848E50201 FULL DEPTH REPAIR, AS PER PLAN | 11 CY | $1,300 | $1,050 | $500 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (1 1/4" THICK) Section 8 - STRUCTURE OVER 20 FOOT SPAN (DEL-00229-0 - Totals Awd $718,381.52 2 $682,663.44 3 $716,896.00 | 380 SY | $20.00 | $37.00 | $59.00 |
| 202E22900 APPROACH SLAB REMOVED | 77 SY | $75.00 | $70.00 | $50.00 |
| 202E23500 WEARING COURSE REMOVED | 617 SY | $13.00 | $17.27 | $13.00 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 70 CY | $200 | $200 | $500 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 45,700 LB | $1.56 | $1.60 | $2.00 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 840 LB | $1.74 | $1.75 | $1.50 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 156 EACH | $20.00 | $35.00 | $35.00 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $4,600 | $4,700 | $6,500 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 14 CY | $1,600 | $1,500 | $2,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 140 SY | $16.00 | $26.00 | $16.00 |
| 512E33000 TYPE 2 WATERPROOFING | 33 SY | $26.75 | $35.00 | $26.75 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 2,652 EACH | $4.40 | $4.50 | $4.40 |
| 513E95030 STRUCTURAL STEEL, MISC.: FIELD DRILL | 18 EACH | $85.00 | $90.00 | $85.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 4,386 SF | $10.00 | $10.00 | $10.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 8,114 SF | $5.00 | $5.00 | $5.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 8,114 SF | $3.00 | $4.00 | $4.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 9 MNHR | $150 | $150 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 5 EACH | $200 | $200 | $200 |
| 514E27800 FIELD PAINTING, MISC.: COATING OF BEAM ENDS | 1 LS | $25,000 | $24,000 | $24,000 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 30 SF | $16.00 | $20.00 | $10.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 74 FT | $55.00 | $35.00 | $55.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,400 | $2,300 | $1,600 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,500 | $1,800 | $2,000 |
| 516E47000 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE | 1 LS | $22,000 | $35,000 | $15,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 41 CY | $115 | $150 | $150 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 420 FT | $20.00 | $20.00 | $16.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 80 FT | $12.00 | $15.00 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $18.00 | $25.00 | $30.00 |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 94 SY | $275 | $400 | $400 |
| 526E90030 TYPE C INSTALLATION | 56 FT | $360 | $380 | $250 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA Section 9 - STRUCTURE OVER 20 FOOT SPAN (DEL-00229-0 - Totals Awd $1,410,518.17 2 $1,428,249.24 3 $1,678,401.35 | 36 CY | $140 | $155 | $215 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 7,663 LB | $1.58 | $1.70 | $2.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 179 SY | $16.00 | $30.00 | $16.00 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $20,000 | $45,000 | $30,000 |
| 202E23500 WEARING COURSE REMOVED | 76 SY | $13.00 | $25.00 | $25.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $8,000 | $10,000 | $1.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 89 CY | $130 | $140 | $175 |
| 509E25000 UNCOATED STEEL REINFORCEMENT | 944 LB | $1.66 | $1.70 | $2.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 148 EACH | $17.00 | $35.00 | $40.00 |
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 40 CY | $1,900 | $2,100 | $2,500 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 4 CY | $2,200 | $2,000 | $3,000 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 36 SF | $12.00 | $20.00 | $10.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 30 SF | $14.00 | $20.00 | $10.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 11 SF | $16.00 | $25.00 | $15.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 82 FT | $55.00 | $35.00 | $55.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 72 FT | $25.00 | $30.00 | $15.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 50 CY | $147 | $150 | $150 |
| 518E22300 SPECIAL - STEEL DRIP STRIP Section 10 - STRUCTURE 20 FOOT SPAN AND UNDER (DEL-00 - Totals Awd $159,976.58 2 $201,306.90 3 $199,901.00 | 32 FT | $28.00 | $20.00 | $16.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $40,000 | $35,000 | $50,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 60 CY | $180 | $225 | $300 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,789 LB | $1.56 | $4.00 | $2.50 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 6 CY | $2,800 | $2,765 | $4,500 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 19 CY | $800 | $1,150 | $1,000 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $2,200 | $1,700 | $7,500 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 32 SY | $20.00 | $40.00 | $20.00 |
| 512E33000 TYPE 2 WATERPROOFING | 95 SY | $26.75 | $25.00 | $26.75 |
| 512E33010 TYPE 3 WATERPROOFING | 81 SY | $46.50 | $75.00 | $46.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 24 SF | $14.00 | $12.00 | $10.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 4 CY | $275 | $590 | $250 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $31,000 | $35,000 | $66,000 |
| 619E16000 FIELD OFFICE, TYPE A | 12 MNTH | $1,900 | $1,800 | $3,150 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $50,000 | $55,500 | $70,000 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $10,000 | $800 | $1,000 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $10,000 | $800 | $1,000 |
Project details
- Description
- DEL-SR 229-00.45 AND VARIOUS
- Type of work
- Bridge
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 →