TUS-US 250-21.32
TUS County · est $3.8M
Bid dateThursday, December 5—
TUS County · est $3.8M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 82 more items below.
| Item | Quantity | R1Shelly & Sands INC | % of bid |
|---|---|---|---|
| 451E15070 11" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P WITH | 13,920 SY | $149 | 49% |
| 304E20000 AGGREGATE BASE | 3,548 CY | $100 | 8% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 2,941 SY | $95.50 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $230,000 | 5% |
| 442E22150 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B ( | 477 CY | $300 | 3% |
| 202E23000 PAVEMENT REMOVED | 14,707 SY | $9.00 | 3% |
| 451E15071 11" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P WITH | 809 SY | $148 | 3% |
| 203E10000 EXCAVATION | 3,585 CY | $32.00 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 5,670 FT | $19.00 | 3% |
| 255E15001 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 480 SY | $220 | 3% |
| 255E15001 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 190 SY | $475 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $83,000 | 2% |
| 614E22326 WORK ZONE EDGE LINE, CLASS I, 6", 873 | 4.35 MILE | $14,250 | 1% |
| 204E10000 SUBGRADE COMPACTION | 15,338 SY | $4.00 | 1% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 8 EACH | $6,250 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $50,000 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 1.5" | 11,433 SY | $4.00 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 9 MNTH | $4,500 | 1% |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 | 1% |
| 832E30000 EROSION CONTROL | 32,000 EACH | $1.00 | 1% |
| Item | Quantity | R1Shelly & Sands INC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,250 |
| 202E30000 WALK REMOVED | 66 SF | $8.50 |
| 202E30800 TRAFFIC ISLAND REMOVED | 139 SY | $13.00 |
| 202E32500 CURB AND GUTTER REMOVED | 47 FT | $12.00 |
| 202E38000 GUARDRAIL REMOVED | 1,016 FT | $2.50 |
| 202E38300 GUARDRAIL REMOVED, BARRIER DESIGN | 158 FT | $2.50 |
| 203E20000 EMBANKMENT | 92 CY | $31.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 1,000 CY | $25.00 |
| 204E45000 PROOF ROLLING | 10 HOUR | $250 |
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 →
| 204E50000 GEOTEXTILE FABRIC | 3,000 SY | $0.50 |
| 606E15050 GUARDRAIL, TYPE MGS | 950 FT | $19.50 |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 125 FT | $30.00 |
| 606E20000 FLARED END SECTION | 1 EACH | $70.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E MASH 2016 | 2 EACH | $2,500 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,100 |
| 606E60028 IMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL)(35 MPH) | 1 EACH | $28,000 |
| 608E52000 CURB RAMP | 70 SF | $78.00 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 1 EACH | $850 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $2,500 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $182 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 2,363 SY | $1.83 |
| 659E14000 REPAIR SEEDING AND MULCHING | 118 SY | $0.80 |
| 659E15000 INTER-SEEDING | 118 SY | $0.80 |
| 659E20000 COMMERCIAL FERTILIZER | 0.33 TON | $886 |
| 659E31000 LIME | 0.49 ACRE | $154 |
| 659E35000 WATER | 13 MGAL | $1.00 |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 681 FT | $16.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 37 FT | $29.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 6 EACH | $1,000 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $1,000 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $525 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 38 FT | $3.50 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 3,870 FT | $3.50 |
| 407E20000 NON-TRACKING TACK COAT | 973 GAL | $3.25 |
| 609E24000 CURB, TYPE 4-A | 47 FT | $90.00 |
| 609E71000 CONCRETE MEDIAN | 134 SF | $195 |
| 625E35000 REERECT EXISTING LIGHT POLE | 9 EACH | $3,000 |
| 625E75410 LIGHT POLE REMOVED FOR REUSE | 9 EACH | $3,000 |
| 621E00100 RPM | 241 EACH | $60.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2,1 WAY | 3 EACH | $10.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 65 FT | $15.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 212 FT | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 15 EACH | $150 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 17 EACH | $20.00 |
| 632E90010 PEDESTAL, MISC.: REMOVE, STORE, REERECT PEDESTRIAN | 1 EACH | $350 |
| 646E10010 EDGE LINE, 6" | 0.1 MILE | $3,415 |
| 646E10110 LANE LINE, 6" | 0.12 MILE | $1,165 |
| 646E10200 CENTER LINE | 0.89 MILE | $4,000 |
| 646E10310 CHANNELIZING LINE, 12" | 500 FT | $2.00 |
| 646E10400 STOP LINE | 315 FT | $12.00 |
| 646E10521 CROSSWALK LINE, 24", AS PER PLAN | 290 FT | $9.50 |
| 646E10620 CHEVRON MARKING | 324 FT | $9.00 |
| 646E20300 LANE ARROW | 47 EACH | $150 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 1.3 MILE | $5,790 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 1.04 MILE | $2,160 |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 3,841 FT | $3.00 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $3,500 |
| 850E20130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $2.50 |
| 410E11000 TRAFFIC COMPACTED SURFACE, TYPE B | 10 CY | $200 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 300 HOUR | $100 |
| 614E12420 DETOUR SIGNING | 1 LS | $7,500 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 238 EACH | $12.50 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY | $300 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 1WAY | 94 EACH | $8.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 BIDIRECTIONAL | 41 EACH | $8.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 1WAY | 7 EACH | $16.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 93 EACH | $15.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 33 EACH | $15.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 10 SNMT | $1,500 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 0.25 MILE | $3,950 |
| 614E20356 WORK ZONE LANE LINE, CLASS I, 6", 873 | 1.53 MILE | $4,500 |
| 614E21350 WORK ZONE CENTER LINE, CLASS I, 873 | 0.66 MILE | $14,250 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.39 MILE | $3,250 |
| 614E23130 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 873 | 1,453 FT | $6.00 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 985 FT | $1.25 |
| 614E24122 WORK ZONE DOTTED LINE, CLASS I, 6", 873 | 224 FT | $4.00 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 79 FT | $10.00 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 498 FT | $12.00 |
| 614E27080 WORK ZONE CROSSWALK LINE, CLASS I, 24", 740.06, TY | 306 FT | $14.00 |
| 614E30400 WORK ZONE ARROW, CLASS I, 740.06, TYPE I | 27 EACH | $175 |
| 616E10000 WATER | 19 MGAL | $50.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $25,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 451E15070 11" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P WITH | 13,920 SY | $149 | $2.07M | 44% |
| 304E20000 AGGREGATE BASE | 3,548 CY | $100 | $355k | 8% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 2,941 SY | $95.5 | $281k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $230,000 | $230k | 5% |
| 442E22150 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B ( | 477 CY | $300 | $143k | 3% |
| 202E23000 PAVEMENT REMOVED | 14,707 SY | $9 | $132k | 3% |
| 451E15071 11" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P WITH | 809 SY | $148 | $120k | 3% |
| 203E10000 EXCAVATION | 3,585 CY | $32 | $115k | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 5,670 FT | $19 | $108k | 2% |
| 255E15001 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 480 SY | $220 | $106k | 2% |