02-1J3504DVBE 3%SBE 5%
Culvert repair and replacement.
SHASTA COUNTY AT VARIOUS LOCATIONS FROM 0.5 MILE WEST OF SEAMANS GULCH ROAD TO 0.1 MILE WEST OF FENDERS FERRY ROAD
- District
- 02
- County-Route-PM
- SHA-299-41.1/55.3
- Advertised
- 2026-11-02
- Bids open
- 2026-12-10
- Engineer’s estimate
- $3,580,000
- Working days
- 70
- Goal
- DVBE
Bids opened 2026-12-10 · Status: Scheduled. Awarded primes still have to document DVBE participation — and replace commitments that fall through. Tower can supply the materials on this contract.
Bid item list is from Caltrans Contractor's Corner. Per-item engineer's estimates are withheld by Caltrans until bids open — quantities and units below are the official advertised values.
Bid item list (72 items)
| Item | Code | Description | Unit | Est. Qty |
|---|---|---|---|---|
| 1 | 070030 | LEAD COMPLIANCE PLAN | LS | 1 |
| 2 | 090105 | TIME-RELATED OVERHEAD (LS) | LS | 1 |
| 3 | 120090 | CONSTRUCTION AREA SIGNS | LS | 1 |
| 4 | 120100 | TRAFFIC CONTROL SYSTEM | LS | 1 |
| 5 | 010413 | PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEMS (LS) | LS | 1 |
| 6 | 128652 | PORTABLE CHANGEABLE MESSAGE SIGN (LS) | LS | 1 |
| 7 | 013357 | AUTOMATED FLAGGER ASSISTANCE DEVICE | LS | 1 |
| 8 | 130100 | JOB SITE MANAGEMENT | LS | 1 |
| 9 | 130201 | WATER POLLUTION CONTROL PROGRAM | LS | 1 |
| 10 | 130312 | PRE-STORM EVENT INSPECTION REPORT | EA | 10 |
| 11 | 130323 | DURING-AND POST-STORM EVENT INSPECTION REPORT | DAY | 10 |
| 12 | 130331 | STORMWATER ANNUAL REPORT | EA | 1 |
| 13 | 130530 | TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX) | SQYD | 5,000 |
| 14 | 130570 | TEMPORARY COVER | SQYD | 250 |
| 15 | 130620 | TEMPORARY DRAINAGE INLET PROTECTION | EA | 37 |
| 16 | 130640 | TEMPORARY FIBER ROLL | LF | 200 |
| 17 | 130710 | TEMPORARY CONSTRUCTION ENTRANCE | EA | 2 |
| 18 | 130900 | TEMPORARY CONCRETE WASHOUT | LS | 1 |
| 19 | 131103 | WATER QUALITY SAMPLING AND ANALYSIS DAY | EA | 10 |
| 20 | 131104 | WATER QUALITY MONITORING REPORT | EA | 10 |
| 21 | 131105 | WATER QUALITY ANNUAL REPORT | EA | 1 |
| 22 | 146002 | CONTRACTOR-SUPPLIED BIOLOGIST (LS) | LS | 1 |
| 23 | 160110 | TEMPORARY HIGH-VISIBILITY FENCE | LF | 220 |
| 24 | 170103 | CLEARING AND GRUBBING (LS) | LS | 1 |
| 25 | 190101 | ROADWAY EXCAVATION | CY | 770 |
| 26 | 194001 | DITCH EXCAVATION | CY | 15 |
| 27 | 198010 | IMPORTED BORROW (CY) | CY | 84 |
| 28 | 210212 | DRY SEED (SQFT) | SQFT | 13,200 |
| 29 | 210252 | BONDED FIBER MATRIX (SQFT) | SQFT | 13,900 |
| 30 | 210280 | ROLLED EROSION CONTROL PRODUCT (BLANKET) | SQFT | 13,200 |
| 31 | 260203 | CLASS 2 AGGREGATE BASE (CY) | CY | 350 |
| 32 | 390132 | HOT MIX ASPHALT (TYPE A) | TON | 90 |
| 33 | 394073 | PLACE HOT MIX ASPHALT DIKE (TYPE A) | LF | 170 |
| 34 | 394090 | PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) | SQYD | 250 |
| 35 | 510092 | STRUCTURAL CONCRETE, HEADWALL | CY | 58 |
| 36 | 510094 | STRUCTURAL CONCRETE, DRAINAGE INLET | CY | 36 |
| 37 | 610300 | CONCRETE BACKFILL (PIPE TRENCH) | CY | 63 |
| 38 | 665012 | 12" CORRUGATED STEEL PIPE (.079" THICK) | LF | 22 |
| 39 | 665018 | 18" CORRUGATED STEEL PIPE (.109" THICK) | LF | 24 |
| 40 | 665025 | 24" CORRUGATED STEEL PIPE (.138" THICK) | LF | 1,080 |
| 41 | 665033 | 30" CORRUGATED STEEL PIPE (.138" THICK) | LF | 77 |
| 42 | 665038 | 36" CORRUGATED STEEL PIPE (.138" THICK) | LF | 160 |
| 43 | 665043 | 42" CORRUGATED STEEL PIPE (.138" THICK) | LF | 23 |
| 44 | 665048 | 48" CORRUGATED STEEL PIPE (.138" THICK) | LF | 48 |
| 45 | 667025 | 42" X 29" CORRUGATED STEEL PIPE ARCH (.138" THICK) | LF | 180 |
| 46 | 667030 | 49" X 33" CORRUGATED STEEL PIPE ARCH (.138" THICK) | LF | 68 |
| 47 | 690124 | 24" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK) | LF | 84 |
| 48 | 692309 | 24\" ANCHOR ASSEMBLY | EA | 11 |
| 49 | 703240 | 36" CORRUGATED STEEL PIPE RISER (.138" THICK) | LF | 2.4 |
| 50 | 016831 | 48" WELDED STEEL PIPE (.750" THICK) (TRENCHLESS) | LF | 210 |
| 51 | 705015 | 24" STEEL FLARED END SECTION | EA | 2 |
| 52 | 705019 | 30" STEEL FLARED END SECTION | EA | 1 |
| 53 | 705411 | 42" X 29" STEEL FLARED END PIPE ARCH SECTION | EA | 2 |
| 54 | 705413 | 49" X 33" STEEL FLARED END PIPE ARCH SECTION | EA | 1 |
| 55 | 707117 | 36" PRECAST CONCRETE PIPE INLET | LF | 18 |
| 56 | 710102 | ABANDON CULVERT (LF) | LF | 570 |
| 57 | 710132 | REMOVE CULVERT (LF) | LF | 1,330 |
| 58 | 710150 | REMOVE INLET | EA | 14 |
| 59 | 710152 | REMOVE HEADWALL | EA | 13 |
| 60 | 710167 | REMOVE FLARED END SECTION (EA) | EA | 4 |
| 61 | 710360 | CLEANING, INSPECTING, AND PREPARING CULVERT (LF) | LF | 180 |
| 62 | 710370 | SAND BACKFILL | CY | 41 |
| 63 | 710380 | 18" CURED-IN-PLACE PIPELINER | LF | 91 |
| 64 | 710384 | 24" CURED-IN-PLACE PIPELINER | LF | 89 |
| 65 | 723070 | ROCK SLOPE PROTECTION (150 LB, CLASS III, METHOD B) (CY) | CY | 23 |
| 66 | 729011 | ROCK SLOPE PROTECTION FABRIC (CLASS 8) | SQYD | 58 |
| 67 | 750001 | MISCELLANEOUS IRON AND STEEL | LB | 9,698 |
| 68 | 820112 | MARKER (CULVERT) | EA | 74 |
| 69 | 839521 | CABLE RAILING | LF | 133 |
| 70 | 839765 | RECONSTRUCT GUARDRAIL | LF | 50 |
| 71 | 870009 | MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION | LS | 1 |
| 72 | 999990 | MOBILIZATION | LS | 1 |