DEL-US 23-01.39 (at Powell Rd)
DEL County · est $0.3M
Bid dateThursday, February 17—
DEL County · est $0.3M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 60 more items below.
| Item | Quantity | R1Axis Civil Construction LLC | % of bid |
|---|---|---|---|
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 329 CY | $185 | 25% |
| 624E10000 MOBILIZATION | 1 LS | $19,000 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $18,000 | 7% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 600 FT | $26.00 | 6% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 47 CY | $320 | 6% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 41 CY | $320 | 5% |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 171 CY | $70.00 | 5% |
| 202E23000 PAVEMENT REMOVED | 814 SY | $12.00 | 4% |
| 203E10000 EXCAVATION | 384 CY | $25.00 | 4% |
| 204E51000 GEOGRID | 1,836 SY | $5.00 | 4% |
| 203E20000 EMBANKMENT | 339 CY | $25.00 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | 3% |
| 832E30000 EROSION CONTROL | 7,000 EACH | $1.00 | 3% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 102 CY | $65.00 | 3% |
| 659E00300 TOPSOIL | 138 CY | $45.00 | 3% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 340 FT | $16.00 | 2% |
| 632E05086 VEHICULAR SIGNAL HEAD, (LED), 5-SECTION, 12" LENS, | 2 EACH | $2,709 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | 2% |
| 609E54000 6" CONCRETE TRAFFIC ISLAND | 32 SY | $140 | 2% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 60 HOUR | $70.00 | 2% |
| Item | Quantity | R1Axis Civil Construction LLC |
|---|---|---|
| 202E30800 TRAFFIC ISLAND REMOVED | 53 SY | $15.00 |
| 202E32000 CURB REMOVED | 22 FT | $20.00 |
| 204E10000 SUBGRADE COMPACTION | 1,238 SY | $2.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 102 CY | $24.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $275 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 0.1 MILE | $15,000 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $220 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $96.00 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN |
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 →
| 1,243 SY |
| $2.55 |
| 659E14000 REPAIR SEEDING AND MULCHING | 63 SY | $0.70 |
| 659E15000 INTER-SEEDING | 63 SY | $0.70 |
| 659E20000 COMMERCIAL FERTILIZER | 0.18 TON | $624 |
| 659E31000 LIME | 0.26 ACRE | $152 |
| 659E35000 WATER | 7 MGAL | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 1,212 SY | $1.40 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 185 FT | $16.00 |
| 605E31100 AGGREGATE DRAINS | 50 FT | $12.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 9 FT | $22.00 |
| 611E01500 6" CONDUIT, TYPE F | 120 FT | $22.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $850 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $370 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (1.5") | 14 SY | $55.00 |
| 304E20000 AGGREGATE BASE | 55 CY | $70.00 |
| 407E20000 NON-TRACKING TACK COAT | 189 GAL | $6.00 |
| 441E50400 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $320 |
| 441E50600 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (11 CY | $220 |
| 609E26000 CURB, TYPE 6 | 41 FT | $45.00 |
| 620E31200 REMOVAL OF DELINEATOR | 6 EACH | $15.00 |
| 621E00100 RPM | 74 EACH | $45.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 74 EACH | $12.00 |
| 630E80100 SIGN, FLAT SHEET | 48.7 SF | $28.20 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 8 EACH | $35.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 10 EACH | $35.00 |
| 630E97700 SIGNING, MISC.: SPLICED U-CHANNEL SIGN SUPPORT | 8 EACH | $280 |
| 644E00104 EDGE LINE, 6" | 0.17 MILE | $6,150 |
| 644E00204 LANE LINE, 6" | 0.17 MILE | $2,888 |
| 644E00300 CENTER LINE | 0.15 MILE | $7,000 |
| 644E00400 CHANNELIZING LINE, 8" | 1,514 FT | $1.65 |
| 644E00500 STOP LINE | 76 FT | $6.30 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 100 FT | $6.40 |
| 644E01300 LANE ARROW | 15 EACH | $90.00 |
| 644E01510 DOTTED LINE, 6" | 135 FT | $2.50 |
| 632E25000 COVERING OF VEHICULAR SIGNAL HEAD | 2 EACH | $486 |
| 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM, VEHI | 2 EACH | $480 |
| 633E99000 CONTROLLER ITEM, MISC.: REPROGRAMMING OF CONTROLLE | 1 EACH | $720 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 6 EACH | $25.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 6 EACH | $25.00 |
| 614E20100 WORK ZONE LANE LINE, CLASS I, 4", 642 PAINT | 0.2 MILE | $700 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.14 MILE | $1,450 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 0.2 MILE | $922 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 0.2 MILE | $922 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 1,232 FT | $0.85 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 410 FT | $0.95 |
| 614E24200 WORK ZONE DOTTED LINE, CLASS I, 4", 642 PAINT | 272 FT | $1.00 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 13 FT | $6.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 15 FT | $6.00 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 6 EACH | $85.00 |
| 616E10000 WATER | 1.6 MGAL | $124 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 329 CY | $185 | $61k | 20% |
| 624E10000 MOBILIZATION | 1 LS | $19,000 | $19k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $18,000 | $18k | 6% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 600 FT | $26 | $16k | 5% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 47 CY | $320 | $15k | 5% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 41 CY | $320 | $13k | 4% |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 171 CY | $70 | $12k | 4% |
| 202E23000 PAVEMENT REMOVED | 814 SY | $12 | $10k | 3% |
| 203E10000 EXCAVATION | 384 CY | $25 | $10k | 3% |
| 204E51000 GEOGRID | 1,836 SY | $5 | $9k | 3% |