Ric-US 42-06.51/06.74
Richland County · est $0.7M
Bid dateThursday, May 26—
Richland County · est $0.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 54 more items below.
| Item | Quantity | R1Rietschlin Construction INC | % of bid |
|---|---|---|---|
| 833E13001 CONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LIN | 55 FT | $1,330 | 16% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $70,000 | 15% |
| 833E10000 CONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LIN | 97 FT | $396 | 8% |
| 611E94711 6' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 10 FT | $3,500 | 8% |
| 611E20700 48" CONDUIT, TYPE A, 707.02 (0.138) | 36 FT | $670 | 5% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 23 CY | $870 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | 4% |
| 203E20000 EMBANKMENT | 566 CY | $34.00 | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 25 CY | $700 | 4% |
| 503E21300 UNCLASSIFIED EXCAVATION (WINGWALL FOOTING) | 1 LS | $17,000 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 13 CY | $1,100 | 3% |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 2 EACH | $7,000 | 3% |
| 611E07600 18" CONDUIT, TYPE C | 145 FT | $95.00 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $13,000 | 3% |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.76 MILE | $15,900 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 3,940 LB | $3.00 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 437.5 FT | $25.00 | 2% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $1,356 | 2% |
| Item | Quantity | R1Rietschlin Construction INC |
|---|---|---|
| 202E20010 HEADWALL REMOVED | 3 EACH | $500 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 51 FT | $60.00 |
| 202E35200 PIPE REMOVED, OVER 24" | 56 FT | $30.00 |
| 202E38000 GUARDRAIL REMOVED | 400 FT | $4.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 3 EACH | $500 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $500 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $1,000 |
| 202E70120 SPECIAL - PIPE CLEANOUT, 27" TO 48" | 97 FT | $60.00 |
| 202E70130 SPECIAL - PIPE CLEANOUT OVER 48" |
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 →
| 55 FT |
| $95.00 |
| 202E98100 REMOVAL MISC.: LARGE ROCK | 2 EACH | $500 |
| 203E10000 EXCAVATION | 56 CY | $50.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 3 EACH | $3,100 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,570 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 4 EACH | $1,260 |
| 690E50300 SPECIAL - MAILBOX SUPPORT SYSTEM, MULTIPLE | 1 EACH | $360 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 165 SY | $56.00 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 54 CY | $135 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 66 CY | $130 |
| 659E00100 SOIL ANALYSIS TEST | 4 EACH | $70.00 |
| 659E00300 TOPSOIL | 206 CY | $43.00 |
| 659E10000 SEEDING AND MULCHING | 1,856 SY | $3.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 93 SY | $2.00 |
| 659E15000 INTER-SEEDING | 93 SY | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.26 TON | $2,300 |
| 659E31000 LIME | 0.39 ACRE | $200 |
| 659E35000 WATER | 10.28 MGAL | $20.00 |
| 670E00530 SLOPE EROSION PROTECTION MAT, TYPE C | 539 SY | $5.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 |
| 611E06100 15" CONDUIT, TYPE C | 8 FT | $250 |
| 611E16600 36" CONDUIT, TYPE C | 32 FT | $260 |
| 611E97400 CONDUIT, MISC.: VIDEO LOG | 152 FT | $10.00 |
| 611E98300 CATCH BASIN, NO. 5 | 1 EACH | $5,700 |
| 611E98510 CATCH BASIN, NO. 2-3 | 1 EACH | $4,700 |
| 304E20000 AGGREGATE BASE (8.0") | 50 CY | $130 |
| 408E10001 PRIME COAT, AS PER PLAN | 89 GAL | $60.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 8 EACH | $10.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.28 MILE | $5,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.38 MILE | $5,000 |
| 642E30030 REMOVAL OF PAVEMENT MARKING (CENTER LINE) | 0.38 MILE | $11,300 |
| 642E30030 REMOVAL OF PAVEMENT MARKING (EDGE LINE) | 0.29 MILE | $11,300 |
| 410E13001 TRAFFIC COMPACTED SURFACE, TYPE C, AS PER PLAN | 100 CY | $97.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 32 HOUR | $83.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 18 EACH | $22.60 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.58 MILE | $11,300 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 180 FT | $7.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2.5 CY | $950 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 57 SY | $68.00 |
| 512E33000 TYPE 2 WATERPROOFING | 14 SY | $95.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 56 SF | $11.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $3,200 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $7,000 |
| 602E20000 CONCRETE MASONRY | 1.1 CY | $2,000 |
| 619E16000 FIELD OFFICE, TYPE A | 4 MNTH | $1,700 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,200 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 833E13001 CONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LIN | 55 FT | $1,330 | $73k | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $70,000 | $70k | 11% |
| 833E10000 CONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LIN | 97 FT | $396 | $38k | 6% |
| 611E94711 6' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 10 FT | $3,500 | $35k | 5% |
| 611E20700 48" CONDUIT, TYPE A, 707.02 (0.138) | 36 FT | $670 | $24k | 4% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 23 CY | $870 | $20k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 3% |
| 203E20000 EMBANKMENT | 566 CY | $34 | $19k | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 25 CY | $700 | $18k | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION (WINGWALL FOOTING) | 1 LS | $17,000 | $17k | 3% |