DEL-US 36-17.95 over IR 71
DEL County · est $5.6M
Bid dateThursday, April 27—
DEL County · est $5.6M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 109 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | R3George J Igel & CO INC | % of bid |
|---|---|---|---|---|---|
| 513E10240 STRUCTURAL STEEL MEMBERS, LEVEL 2 | 612,596 LB | $2.40 | $2.10 | $2.48 | 25% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 5,000 DLR | $155 | $160 | $160 | 13% |
| 517E76300 RAILING, MISC.: DECORATIVE RAILING | 532 FT | $1,255 | $1,255 | $1,400 | 12% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 645 CY | $960 | $1,100 | $950 | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $334,000 | $495,000 | $560,000 | 6% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $286,000 | $355,000 | $400,000 | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL |
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | R3George J Igel & CO INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,600 | $9,000 | $5,000 |
| 202E30600 CONCRETE MEDIAN REMOVED | 10 SY | $45.00 | $500 | $80.00 |
| 202E38000 GUARDRAIL REMOVED | 838 FT | $2.00 | $2.00 | $2.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 4 EACH | $50.00 | $145 | $50.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $100 | $65.00 | $100 |
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 →
| 173,997 LB |
| $1.60 |
| $2.00 |
| $1.80 |
| 5% |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,175 CY | $230 | $231 | $231 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200,000 | $200,000 | 3% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 450 SY | $350 | $300 | $350 | 3% |
| 514E00300 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 1 LS | $127,000 | $124,000 | $124,000 | 2% |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 44 EACH | $2,700 | $2,000 | $2,100 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 26,871 SY | $4.00 | $2.95 | $2.95 | 2% |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 14,817 EACH | $4.60 | $4.60 | $4.40 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 3,220 FT | $21.00 | $24.00 | $25.00 | 1% |
| 831E00100 LONGITUDINAL CHANNELIZING DEVICE | 711 FT | $82.00 | $82.00 | $82.00 | 1% |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 1,561 SF | $34.00 | $65.00 | $50.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $49,000 | $19,000 | $23,000 | 1% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $45,000 | $75,000 | $25,000 | 1% |
| 526E90030 TYPE C INSTALLATION | 160 FT | $280 | $350 | $260 | 1% |
| 203E10000 EXCAVATION | 67 CY | $32.00 | $50.00 | $35.00 |
| 203E20000 EMBANKMENT | 97 CY | $13.00 | $30.00 | $80.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 9 CY | $80.00 | $125 | $80.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 838 FT | $25.00 | $17.60 | $25.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 4 EACH | $2,700 | $2,530 | $2,700 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,700 | $2,420 | $2,700 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $450 | $600 | $450 |
| 609E24000 CURB, TYPE 4-A | 38 FT | $80.00 | $150 | $40.00 |
| 609E72000 CONCRETE MEDIAN | 10 SY | $250 | $550 | $200 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 163 SY | $55.00 | $115 | $100 |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | $98.00 | $150 | $150 |
| 659E10000 SEEDING AND MULCHING | 4,310 SY | $0.92 | $1.10 | $3.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 220 SY | $0.78 | $1.10 | $1.10 |
| 659E15000 INTER-SEEDING | 220 SY | $0.78 | $1.10 | $1.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.6 TON | $865 | $1,400 | $1,400 |
| 659E31000 LIME | 0.89 ACRE | $154 | $100 | $100 |
| 659E35000 WATER | 24 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,500 EACH | $1.00 | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.25") | 1,288 SY | $27.00 | $21.00 | $21.00 |
| 407E20000 NON-TRACKING TACK COAT | 2,184 GAL | $3.50 | $3.70 | $3.70 |
| 442E22300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 89 CY | $250 | $370 | $370 |
| 621E00100 RPM | 406 EACH | $40.00 | $40.00 | $41.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 258 EACH | $7.00 | $14.09 | $10.00 |
| 625E32000 GROUND ROD | 2 EACH | $450 | $320 | $450 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (1 WAY) | 16 EACH | $12.00 | $10.95 | $12.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (1 WAY) | 20 EACH | $10.00 | $12.50 | $10.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 109 FT | $25.00 | $20.00 | $25.00 |
| 630E76530 SPAN WIRE SIGN SUPPORT, TYPE TC-17.11, DESIGN 10 | 2 EACH | $15,500 | $17,750 | $15,500 |
| 630E80100 SIGN, FLAT SHEET | 89 SF | $35.00 | $26.00 | $35.00 |
| 630E84520 SPAN WIRE SIGN SUPPORT FOUNDATION | 2 EACH | $7,500 | $11,875 | $7,500 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $20.00 | $15.00 | $20.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $250 | $70.00 | $250 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 6 EACH | $20.00 | $20.00 | $20.00 |
| 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | 4 EACH | $275 | $85.00 | $275 |
| 630E89810 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYP | 2 EACH | $3,000 | $1,465 | $3,000 |
| 644E00104 EDGE LINE, 6" | 0.9 MILE | $6,951 | $6,951 | $6,951 |
| 644E00204 LANE LINE, 6" | 1.1 MILE | $2,631 | $2,392 | $2,392 |
| 644E00300 CENTER LINE | 0.9 MILE | $8,890 | $8,890 | $8,890 |
| 644E00404 CHANNELIZING LINE, 12" | 3,653 FT | $2.30 | $2.30 | $2.30 |
| 644E00500 STOP LINE | 340 FT | $9.00 | $9.00 | $9.00 |
| 644E00620 CROSSWALK LINE, 12" | 510 FT | $4.65 | $4.65 | $4.65 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 402 FT | $8.90 | $8.90 | $8.90 |
| 644E01300 LANE ARROW | 46 EACH | $110 | $110 | $110 |
| 644E01510 DOTTED LINE, 6" | 499 FT | $2.50 | $2.50 | $2.50 |
| 646E10010 EDGE LINE, 6" | 0.12 MILE | $27,851 | $27,851 | $27,851 |
| 646E10110 LANE LINE, 6" | 0.12 MILE | $17,514 | $17,514 | $17,514 |
| 646E10200 CENTER LINE | 0.06 MILE | $45,900 | $45,900 | $45,900 |
| 646E10310 CHANNELIZING LINE, 12" | 640 FT | $3.50 | $3.50 | $3.50 |
| 646E20300 LANE ARROW | 8 EACH | $140 | $140 | $140 |
| 831E00500 REMOVAL OF LONGITUDINAL CHANNELIZING DEVICE | 711 FT | $3.00 | $9.00 | $9.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 300 HOUR | $82.00 | $80.00 | $100 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 | $2,140 | $2,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (TWO WAY) | 153 EACH | $7.00 | $14.00 | $16.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 153 EACH | $13.00 | $21.00 | $30.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 48 SNMT | $800 | $750 | $750 |
| 614E20010 WORK ZONE LANE LINE, CLASS I, 6" | 0.65 MILE | $680 | $680 | $680 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 2.43 MILE | $590 | $590 | $590 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.44 MILE | $2,490 | $2,490 | $2,490 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 1.92 MILE | $1,665 | $1,665 | $1,665 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.84 MILE | $1,455 | $1,455 | $1,455 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 2.23 MILE | $1,085 | $1,085 | $1,085 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 4,215 FT | $1.70 | $1.70 | $1.70 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 8,586 FT | $1.55 | $1.55 | $1.55 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 3,087 FT | $2.60 | $2.60 | $2.60 |
| 614E25000 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I | 36 FT | $3.40 | $3.40 | $3.40 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 256 FT | $3.40 | $3.40 | $3.40 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 704 FT | $3.05 | $3.05 | $3.05 |
| 614E30000 WORK ZONE ARROW, CLASS I | 38 EACH | $140 | $140 | $140 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 108 EACH | $135 | $135 | $135 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 425 SY | $75.00 | $95.00 | $70.00 |
| 616E10000 WATER | 1 MGAL | $40.00 | $100 | $60.00 |
| 831E00100 LONGITUDINAL CHANNELIZING DEVICE | 216 FT | $99.00 | $99.00 | $99.00 |
| 530E50030 SPECIAL - RETAINING WALL TEMPORARY | 1 LS | $23,000 | $95,000 | $50,000 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 540 FT | $26.00 | $26.00 | $30.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (ONE WAY) | 42 EACH | $7.00 | $12.00 | $10.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 42 EACH | $12.00 | $19.00 | $20.00 |
| 202E22900 APPROACH SLAB REMOVED | 436 SY | $27.00 | $75.00 | $45.00 |
| 202E23500 WEARING COURSE REMOVED | 2,759 SY | $8.00 | $15.00 | $10.00 |
| 203E35111 GRANULAR MATERIAL, TYPE B, AS PER PLAN | 24 CY | $105 | $125 | $70.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $8,000 | $30,000 | $60,000 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 100 LB | $1.15 | $5.00 | $1.40 |
| 509E30020 NO. 4 GFRP DEFORMED BARS | 8,064 FT | $1.60 | $2.00 | $2.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 396 EACH | $30.00 | $15.00 | $40.00 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 79 CY | $540 | $775 | $950 |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 19 CY | $1,500 | $2,500 | $1,700 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,150 SY | $23.50 | $23.50 | $24.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 72 SY | $24.42 | $25.00 | $25.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 33 FT | $115 | $115 | $115 |
| 513E95020 STRUCTURAL STEEL, MISC.: TEMPORARY SLAB SUPPORTS | 1 LS | $17,000 | $25,000 | $20,000 |
| 514E00400 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 1 LS | $41,000 | $40,000 | $40,000 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 160 FT | $86.00 | $100 | $70.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 247 SF | $4.00 | $10.00 | $7.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 10 SF | $6.00 | $40.00 | $12.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 94 SF | $10.00 | $9.50 | $12.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 563 SF | $12.00 | $25.00 | $14.00 |
| 516E31250 SPECIAL - SAWING AND SEALING CONCRETE JOINTS | 164 FT | $23.50 | $23.50 | $24.00 |
| 516E41600 1" ELASTOMERIC BEARING PAD | 164 SF | $88.00 | $150 | $210 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 11 EACH | $3,000 | $2,500 | $2,700 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 119 SF | $145 | $145 | $180 |
| 601E20001 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 38 SY | $60.00 | $65.00 | $52.00 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $8,500 | $14,850 | $8,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $32,000 | $70,000 | $35,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $3,500 | $4,000 | $5,000 |
| 619E16010 FIELD OFFICE, TYPE B | 12 MNTH | $3,500 | $2,000 | $2,700 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10240 STRUCTURAL STEEL MEMBERS, LEVEL 2 | 612,596 LB | $2.4 | $1.47M | 22% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 5,000 DLR | $155 | $775k | 12% |
| 517E76300 RAILING, MISC.: DECORATIVE RAILING | 532 FT | $1,255 | $668k | 10% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 645 CY | $960 | $619k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $334,000 | $334k | 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $286,000 | $286k | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 173,997 LB | $1.6 | $278k | 4% |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,175 CY | $230 | $270k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 3% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 450 SY | $350 | $158k | 2% |