DEL-US 23-08.96
DEL County · est $1.9M
Bid dateThursday, August 10—
DEL County · est $1.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 99 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | % of bid |
|---|---|---|---|---|
| 611E95701 12' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 165 FT | $2,200 | $2,500 | 17% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 897 CY | $275 | $244 | 11% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $175,000 | $100,000 | 8% |
| 867E00101 TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH | 1 LS | $169,000 | $260,000 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $163,000 | $165,000 | 8% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 10,000 DLR | $14.00 | $14.00 | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 440 CY | $250 | $180 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" DEPTH | 19,959 SY | $5.00 | $3.45 | 5% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $80,000 | $250,000 | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 21 CY | $3,500 | $2,500 | 3% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 663 SY | $95.00 | $100 | 3% |
| 203E20000 EMBANKMENT | 1,236 CY | $42.00 | $35.00 | 2% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 258 FT | $200 | $285 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $50,000 | $150,000 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $50,000 | $15,000 | 2% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 20 CY | $2,250 | $975 | 2% |
| 839E29000 TRENCH DRAIN, TYPE A WITH STANDARD GRATE | 220 FT | $200 | $180 | 2% |
| 203E10000 EXCAVATION | 1,298 CY | $33.00 | $30.00 | 2% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 137 FT | $240 | $350 | 2% |
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $30,000 | $9,000 |
| 202E23000 PAVEMENT REMOVED | 1,002 SY | $20.00 | $24.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 266 FT | $29.00 | $35.00 |
| 202E38000 GUARDRAIL REMOVED | 513 FT | $2.00 | $2.00 |
| 202E58100 CATCH BASIN REMOVED | 2 EACH | $600 | $550 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 12" | 226 FT | $19.00 | $55.00 |
| 204E10000 SUBGRADE COMPACTION |
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 →
| 1,496 SY |
| $8.50 |
| $3.75 |
| 204E45000 PROOF ROLLING | 1 HOUR | $300 | $130 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 300 FT | $24.20 | $24.20 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH | $2,230 | $2,230 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $1,380 | $1,380 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,420 | $2,420 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $585 | $585 |
| 609E24510 CURB, TYPE 4-C | 19 FT | $155 | $90.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $480 | $310 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 16 SY | $150 | $100 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $150 |
| 659E00300 TOPSOIL | 76 CY | $70.00 | $50.00 |
| 659E10000 SEEDING AND MULCHING | 684 SY | $4.50 | $4.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 34 SY | $4.50 | $4.50 |
| 659E15000 INTER-SEEDING | 34 SY | $4.50 | $4.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $1,400 | $1,400 |
| 659E31000 LIME | 0.34 ACRE | $100 | $100 |
| 659E35000 WATER | 4 MGAL | $1.00 | $1.00 |
| 670E00520 SLOPE EROSION PROTECTION MAT, TYPE B | 296 SY | $3.00 | $3.00 |
| 832E30000 EROSION CONTROL | 19,000 EACH | $1.00 | $1.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 315 FT | $27.00 | $22.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 654 FT | $18.00 | $17.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 22 FT | $32.00 | $21.00 |
| 611E01500 6" CONDUIT, TYPE F | 65 FT | $45.00 | $22.00 |
| 611E04400 12" CONDUIT, TYPE B | 222 FT | $100 | $145 |
| 611E04400 12" CONDUIT, TYPE B, 706.02 | 5 FT | $425 | $215 |
| 611E05900 15" CONDUIT, TYPE B | 230 FT | $125 | $150 |
| 611E05901 15" CONDUIT, TYPE B, AS PER PLAN, 706.02 | 8 FT | $770 | $335 |
| 611E98371 CATCH BASIN, NO. 6, AS PER PLAN | 2 EACH | $3,800 | $4,300 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $3,700 | $5,500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 3 EACH | $580 | $300 |
| 304E20000 AGGREGATE BASE | 140 CY | $132 | $110 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 112 CY | $155 | $118 |
| 407E20000 NON-TRACKING TACK COAT | 2,095 GAL | $3.25 | $3.70 |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 69 CY | $375 | $410 |
| 872E10000 VOID REDUCING ASPHALT MEMBRANE (VRAM) | 13,404 FT | $2.25 | $3.25 |
| 621E00100 RPM | 168 EACH | $44.50 | $50.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 6 EACH | $12.00 | $12.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, ONE-WAY | 12 EACH | $13.50 | $13.50 |
| 630E80100 SIGN, FLAT SHEET | 1 SF | $195 | $195 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $60.00 | $60.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $95.00 | $95.00 |
| 644E00104 EDGE LINE, 6" | 0.88 MILE | $6,195 | $6,650 |
| 644E00204 LANE LINE, 6" | 0.73 MILE | $2,734 | $3,000 |
| 644E00300 CENTER LINE | 0.63 MILE | $8,339 | $9,000 |
| 644E00404 CHANNELIZING LINE, 12" | 2,046 FT | $2.25 | $2.50 |
| 644E00500 STOP LINE | 147 FT | $8.90 | $9.55 |
| 644E00620 CROSSWALK LINE, 12" | 303 FT | $4.30 | $4.60 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 299 FT | $8.75 | $9.40 |
| 644E01300 LANE ARROW | 20 EACH | $92.00 | $99.00 |
| 644E01510 DOTTED LINE, 6" | 205 FT | $3.50 | $3.76 |
| 646E10010 EDGE LINE, 6" | 0.02 MILE | $22,777 | $24,450 |
| 646E10110 LANE LINE, 6" | 0.02 MILE | $15,700 | $16,850 |
| 646E10200 CENTER LINE | 0.02 MILE | $39,644 | $42,550 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 15 CY | $165 | $180 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $75.00 | $85.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 1,810 FT | $1.00 | $2.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,360 | $2,360 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,575 | $2,575 |
| 614E12420 DETOUR SIGNING | 1 LS | $15,000 | $3,300 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 2 EACH | $800 | $800 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 1,016 EACH | $6.50 | $5.90 |
| 614E13350 OBJECT MARKER, ONE WAY | 37 EACH | $16.00 | $19.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 3 SNMT | $2,500 | $1,100 |
| 614E20210 WORK ZONE LANE LINE, CLASS I, 6", 740.06, TYPE I | 0.19 MILE | $7,100 | $7,100 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.8 MILE | $15,700 | $15,700 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 1.89 MILE | $13,000 | $13,000 |
| 614E23410 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 740.06, | 1,159 FT | $4.25 | $4.25 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 3,412 FT | $1.60 | $1.60 |
| 614E30400 WORK ZONE ARROW, CLASS I, 740.06, TYPE I | 5 EACH | $650 | $650 |
| 614E40051 BUSINESS ENTRANCE SIGN, AS PER PLAN | 1 EACH | $800 | $750 |
| 616E10000 WATER | 1 MGAL | $120 | $160 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,360 FT | $20.00 | $24.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 450 FT | $35.00 | $39.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 2 SNMT | $1,000 | $800 |
| 507E00301 STEEL PILES HP14X73, FURNISHED, AS PER PLAN | 360 FT | $59.00 | $96.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 6,202 LB | $2.50 | $2.20 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 5 CY | $3,500 | $1,800 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 56 SY | $55.00 | $50.00 |
| 512E33000 TYPE 2 WATERPROOFING | 259 SY | $24.00 | $24.00 |
| 512E33011 TYPE 3 WATERPROOFING, AS PER PLAN | 259 SY | $38.00 | $38.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $15,000 | $18,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 35 CY | $204 | $115 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 50 FT | $15.00 | $20.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $43.00 | $25.00 |
| 530E13000 SPECIAL - FORM LINER | 287 SF | $25.00 | $22.00 |
| 601E21001 CONCRETE SLOPE PROTECTION, AS PER PLAN | 19 SY | $400 | $200 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 29 CY | $175 | $155 |
| 622E24000 CONCRETE BARRIER, TYPE D | 64 FT | $250 | $320 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 4 EACH | $6,900 | $4,800 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $27,000 | $5,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $22,000 |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $4,000 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E95701 12' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 165 FT | $2,200 | $363k | 13% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 897 CY | $275 | $247k | 9% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $175,000 | $175k | 6% |
| 867E00101 TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH | 1 LS | $169,000 | $169k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $163,000 | $163k | 6% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 10,000 DLR | $14 | $140k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 440 CY | $250 | $110k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" DEPTH | 19,959 SY | $5 | $100k | 3% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $80,000 | $80k | 3% |