4-Attachment A-1 FY26-0093.pdf
PDF 375 KB Posted
- Solicitation number
- RFP FY26-0093
- Issued by
- California
About this file
This document is a Special Inspections and Materials Testing Capabilities Checklist (Attachment A-1) for RFP #FY26-0093 issued by Levi's Stadium in California. The checklist establishes the qualifications and service areas required for firms bidding to provide special inspections and materials testing services under the California Building Standards Code (Title 24) and California Building Code Chapter 17 requirements. Proposers must mark each area of qualification with an "X" to indicate their firm's ability to provide services across multiple construction disciplines, including reinforcing steel, masonry, concrete, precast and post-tensioned concrete, anchor bolts and dowels, structural steel, structural wood, mass timber construction, cold-formed steel light-frame construction, piling and caissons, roofing, fill material, earthwork, fireproofing, and fire-resistant penetrations and joints. The scope encompasses specific testing and inspection tasks such as tensile and bend testing, placement inspections, welding inspections, compression tests, field density determinations, shop and field radiography, and structural observations across multiple construction phases.
The checklist serves as a qualification matrix allowing Stadium Manager to evaluate bidding firms' capabilities in providing on-call task order services for stadium projects. Firms must demonstrate expertise in specialized inspections and materials testing as mandated by applicable California Building Standards Code provisions and local requirements. The document does not include pricing information, set-asides, contract term length, renewal options, or response deadlines within this attachment. This checklist functions as a pre-qualification tool to establish a qualified bench of vendors capable of responding to future task orders as construction and renovation projects occur at the stadium facility.
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Other files
| File | Type | Posted |
|---|---|---|
| 9-Attachment B-Cost Proposal FY26-0093.docx | DOCX document | |
| 8-Attachment E - Integrity Conflict of Interest Guidelines.docx | DOCX document | |
| 6-RFP FY26-0093 Special Inspections and Materials Testing.pdf | ||
| 2-Attachment A - Scope of Services RFP FY26-0093.docx | DOCX document | |
| 10-Attachment B-1 Travel Expense and Reimbursement Policy.docx | DOCX document | |
| 5-Attachment F - Customer Reference Form- FY26-0093.docx | DOCX document | |
| 3-Attachment C - Proposer Certification Form FY26-0093.docx | DOCX document | |
| 1-RFP FY26-0093 Special Inspections and Materials Testing.docx | DOCX document | |
| 7-Attachment D - Exemplar Contract RFP FY26-0093.docx | DOCX document |
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Text version
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REINFORCING STEEL:
Tensile & Bend, one set per heat per tons Inspection of Placement
_ Inspection of Welding
MASONRY:
GROUT f'm = PSI MORTAR f’g = PSI
Preliminary Acceptance Tests (Masonry Units, Wall Prisms) Subsequent Tests (Mortar, Grout, Field Wall Prisms) Inspection of Grouting
_ Inspection of Placement
CONCRETE, GUNITE, GROUT & MORTAR:
Concrete: f'c = PSI Typ. U.N.O.
f'c = PSI For Conc. Gun. Grout Mortar
Agg. Tests for Designs Suitability of Aggregate Mix Designs Test Panel Batch Plant Inspection Cement Grab Sample Inspect Placing Compression Tests Cast Specimens Pick-up Samples Shrinkage Bars Yield Check Air Check Dry Well Weight
PRECAST CONCRETE &
POST-TENSIONED CONCRETE:
Reinforcing Tests Inspection of Reinforcing Placement Tendon Tests Inspection of Tendon Placement Inspection of Concrete Placement Inspection of Concrete Batching Inspection of Panel Attachments & Inserts Inspection of Panel Installation Compression Tests Inspection of Stressing/Transfer
ANCHOR BOLTS AND DOWELS
Installation of Anchor bolts Installation of Dowels Installation and Pull/Torque Test of
Mechanical or Adhesive/Epoxy Anchors
STRUCTURAL STEEL:
Sample & Test (list specific members below) Shop Identification & Welding Inspection Shop Ultrasonic Inspection Shop Radiography Field Welding Inspection Field High Strength Bolting Inspection Field Ultrasonic/Radiography Inspection Metal Deck Welding Inspection
STRUCTURAL WOOD:
Inspection of Fabrication Inspection of Truss Joist Fabrication Inspection of Glu-lam Fabrication Certificate of Glu-lam Beams by AITC
For Wind or Seismic Force Resisting System:
Shear Wall Nailing Spaces at ≤ 4” o.c.
Roof and/or Floor Diaphragm Nailing Spaces at ≤ 4” o.c.
Shear Wall Epoxy Hold-down Anchors
MASS TIMBER CONSTRUCTION:
Inspection of Anchorage and Connections of Mass Timber Construction to Timber Deep Foundation Systems
Inspect Erection of Mass Timber Construction Threaded Fasteners Adhesive Anchors Bolted Connections Concealed Connections Sealing of Mass Timber
COLD-FORMED STEEL LIGHT-FRAME CONS.:
For Wind or Seismic Force Resisting System:
Welding Screw Attachments, Bolting, Anchoring
PILING, CAISSONS, CAPS, TIES:
Inspection of Reinforcing Placement Inspection of Concrete Placement Inspection of Concrete Batching Helical Pile Foundation
ROOFING:
Inspection of Placement Sample & Testing
FILL MATERIAL:
Acceptance Tests Moisture-Density Determination Field Density
EARTHWORK:
Grading Foundation Excavations
FIREPROOFING:
Inspection of Placement Density Tests Thickness Tests Inspect Batching Sprayed-on Fireproofing Mastic & Intumescent Coatings
FIRE-RESISTANT PENETRATIONS & JOINTS,
TESTING FOR SMOKE CONTROL:
Membrane-Penetration Firestops Through-Penetrations Fire-Resistant Joint Systems Perimeter Fire Containment Systems
OTHER TESTS, INSPECTIONS OR SPECIAL
INSTRUCTIONS:
STRUCTURAL OBSERVATIONS*:
Foundations Steel Framing Wood Framing Concrete Construction Masonry Construction
Other:
ATTACHMENT A-1
RFP#: FY26-0093
SPECIAL INSPECTIONS AND MATERIALS TESTING CAPABILITIES CHECKLIST
Directions: Mark each area for which you firm is qualified to provide services with an "X".
| Tensile Bend one set per heat per: Off |
| Inspection of Placement: Off |
| Installation of Anchor bolts: |
| Inspection of Placement_2: |
| Installation of Dowels: |
| Sample Testing: |
| Inspection of Welding: |
| Installation and PullTorque Test of: |
| PSI: |
| Acceptance Tests: |
| MoistureDensity Determination: |
| PSI_2: |
| Preliminary Acceptance Tests: Off |
| Subsequent Tests Mortar Grout: Off |
| Inspection of Grouting: Off |
| Field Density: |
| Sample Test list specific members below: |
| Shop Identification Welding Inspection: |
| Shop Ultrasonic Inspection: |
| Grading: |
| Shop Radiography: |
| Foundation Excavations: |
| Field Welding Inspection: |
| Inspection of Placement_3: |
| Field High Strength Bolting Inspection: |
| Field UltrasonicRadiography Inspection: |
| Inspection of Placement_4: |
| CONCRETE GUNITE GROUT MORTAR: |
| Metal Deck Welding Inspection: |
| Density Tests: |
| Thickness Tests: |
| Inspect Batching: |
| PSI Typ UNO: |
| PSI For: |
| Inspection of Fabrication: |
| Conc Gun Grout Mortar: |
| Sprayedon Fireproofing: |
| undefined: |
| Inspection of Truss Joist Fabrication: |
| undefined_2: |
| Mastic Intumescent Coatings: |
| Inspection of Glulam Fabrication: |
| undefined_3: |
| undefined_4: |
| undefined_5: |
| Suitability of Aggregate: |
| Certificate of Glulam Beams by AITC: |
| undefined_6: |
| undefined_7: |
| undefined_8: |
| undefined_9: |
| undefined_10: |
| undefined_11: |
| Test Panel: |
| fill_65: |
| MembranePenetration Firestops: |
| undefined_12: |
| undefined_13: |
| Batch Plant Inspection: |
| undefined_14: |
| Roof andor Floor Diaphragm Nailing: |
| ThroughPenetrations: |
| undefined_15: |
| undefined_16: |
| undefined_17: |
| Cement Grab Sample: |
| FireResistant Joint Systems: |
| undefined_18: |
| undefined_19: |
| undefined_20: |
| Inspect Placing: |
| Perimeter Fire Containment Systems: |
| Shear Wall Epoxy Holddown Anchors: |
| undefined_21: |
| undefined_22: |
| undefined_23: |
| Compression Tests: |
| undefined_24: |
| undefined_25: |
| undefined_26: |
| Cast Specimens: |
| undefined_27: |
| undefined_28: |
| Pickup Samples: |
| undefined_29: |
| Inspection of Anchorage and Connections: |
| undefined_30: |
| undefined_31: |
| undefined_32: |
| Shrinkage Bars: |
| undefined_33: |
| undefined_34: |
| undefined_35: |
| Yield Check: |
| undefined_36: |
| undefined_37: |
| undefined_38: |
| Air Check: |
| Inspect Erection of Mass Timber Construction: |
| undefined_39: |
| PRECAST CONCRETE: |
| undefined_40: |
| Dry Well Weight: |
| Threaded Fasteners: |
| Adhesive Anchors: |
| Bolted Connections: |
| INSTRUCTIONS 1: |
| INSTRUCTIONS 2: |
| INSTRUCTIONS 3: |
| INSTRUCTIONS 4: |
| INSTRUCTIONS 5: |
| INSTRUCTIONS 6: |
| INSTRUCTIONS 7: |
| Concealed Connections: |
| Sealing of Mass T: |
| Reinforcing Tests: |
| Inspection of Reinforcing Placement: |
| Foundations: |
| Tendon Tests: |
| Steel Framing: |
| Wood Framing: |
| Inspection of Tendon Placement: |
| Welding: |
| Inspection of Concrete Placement: |
| Concrete Construction: |
| Screw Attachments Bolting Anchoring: |
| Masonry Construction: |
| Inspection of Concrete Batching: |
| Inspection of Panel Attachments Inserts: |
| undefined_41: |
| Inspection of Panel Installation: |
| Inspection of Reinforcing Placement_2: |
| Compression Tests_2: |
| Inspection of Concrete Placement_2: |
| Inspection of StressingTransfer: |
| Inspection of Concrete Batching_2: |
| Helical Pile Foundation: |
| Other 1: |
| Other 2: |
| Other 3: |
| Other 4: |
| Check Box1: Off |
| Check Box2: Off |
| Check Box3: Off |
| Check Box4: Off |
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