13-Testing Services Worksheet - PNC2129492R1.xlsx
XLSX spreadsheet 32 KB Posted
- Solicitation number
- PNC2129492R1
- Issued by
- Florida
About this file
This document is a comprehensive Testing Services Worksheet for a county-level professional engineering testing services procurement, specifically a Professional Engineering Testing Services - Rotating Qualified Vendors List (QVL). The worksheet details an extensive range of testing and inspection services across multiple categories including asphalt concrete, concrete testing, prestress/precast, piling, geotechnical services, soil, steel, roofing, asbestos testing, electrical, fireproofing, metallurgical tests, radiographic inspection, strain measurements, ultrasonics, structural steel, welding, utility location, and other specialized technical testing services. The procurement is structured as a two-step process involving a Request for Qualifications (RFQ) followed by an Invitation to Bid (ITB), with only responsive and responsible qualified firms being invited to submit bids in the second stage.
The worksheet provides a detailed checklist with 324 specific testing and service items, allowing vendors to indicate their capability to perform each service as a prime contractor or subcontractor. The procurement appears to be governed by Florida statutes, specifically the Consultants' Competitive Negotiation Act, and includes requirements from the Office of Economic and Small Business Development regarding County Business Enterprise (CBE) Goal Participation. Vendors must submit their responses electronically through the BPRO platform, with a focus on comprehensive technical capabilities across engineering and construction-related testing domains. The solicitation emphasizes vendor qualifications, technical expertise, and the ability to provide specialized testing services across multiple engineering and construction disciplines.
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Testing & Services Checklist
| Testing & Services Worksheet |
| INSTRUCTIONS: Complete the Testing & Services Worksheet (mark an "X" for applicable answer) and use the comments column to provide any additional explanation that will assist the County in its evaluation. Vendors that fail to submit completed worksheet by solicitation’s closing date and time may receive no points (if applicable). |
| Vendor Name: |
| _______________________________________________________________________________________ |
| D.1 - Asphalt Concrete | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Sub-contractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 1 | Paving Mix Design, ASTM D6926-20 and ASTM D6927-22; Per Mix | |||
| 2 | Asphalt Paving Design Mix Marshall Method (Includes Sampling, Standard Design and Applicable Marshall Procedures) per Asphalt Institute Manual Series No. 2; Per Mix | |||
| 3 | Inspection of Stackpole (Reclaimed Asphalt), ASTM D979/D979M; Per Hour |
Follow current FDOT QA/QCD inspection guidelists and National Asphalt Pavement Association (NAPA) Quality Improvement Series 129 Best Practices for RAP and RAS Management
| 4 | Marshall Properties, FDOT Procedures (Technician plus Tests): Stability ASTM D1559 or AASHTO T 245; Per Set (Set of 3 Specimens) | |||
| 5 | Marshall Properties, FDOT Procedures (Technician plus Tests: Flow ASTM D1559 or AASHTO T 245; Per Set (Set of 3 Specimens) | |||
| 6 | Marshall Properties, FDOT Procedures (Technician plus Tests): Density ASTM D2726; Per Set (Set of 3 Specimens) | |||
| 7 | Marshall Properties, FDOT Procedures (Technician plus Tests): Air Voids ASTM D2726; Per Set (Set of 3 Specimens) | |||
| 8 | Marshall Properties, FDOT Procedures (Technician plus Tests): Maximum Density ASTM D2041; Per Sample | |||
| 9 | Marshall Properties, FDOT Procedures (Technician plus Tests): Particle Coating ASTM D2489; Per Sample | |||
| 10 | Marshall Properties, FDOT Procedures (Technician plus Tests): Sampling/Preparation ASTM D-1559 / D2726; Per Sample | |||
| 11 | Marshall Properties, FDOT Procedures (Technician plus Tests): Bulk Specific Gravity of Drilled Core ASTM D2726; Per Core | |||
| 12 | Marshall Properties, FDOT Procedures (Technician plus Tests): Moisture Content, Drying ASTM C566; Per Sample | |||
| 13 | Marshall Properties, FDOT Procedures (Technician plus Tests): Moisture Content, Distillation ASTM D1461; Per Sample | |||
| 14 | Marshall Properties, FDOT Procedures (Technician plus Tests): Asphaltic Specific Gravity / Absorption of Aggregate Blends; ASTM D7370/D7370M-14(2021) Per Aggregate Sample | |||
| 15 | Marshall Properties, FDOT Procedures (Technician plus Tests): Sampling Hot Mix at Manufacturer ASTM D979; Per Hour | |||
| 16 | Marshall Properties, FDOT Procedures (Technician plus Tests): Effect of Water on Hot Mix ASTM D1075; Per Set (Set of 6 Samples) | |||
| 17 | Marshall Properties, FDOT Procedures (Technician plus Tests): Washed Sieve Analysis AASHTO T 11 or AASHTO T 27; Per Sample | |||
| 18 | Marshall Properties, FDOT Procedures (Technician plus Tests): Coating and Stripping of Bitumen-Aggregate Mixtures AASHTO T182; Per Sample | |||
| 19 | Marshall Properties, FDOT Procedures (Technician plus Tests): Flat / Elongated Pieces in Coarse Aggregate ASTM D4791; Per Sample | |||
| 20 | Marshall Properties, FDOT Procedures (Technician plus Tests): Effect of Moisture On Hot Mix ASTM D4867; Per Set (Set of 6 Samples) | |||
| 21 | Marshall Properties, FDOT Procedures (Technician plus Tests): Sand Equivalent ASTM D2419; Per Sample | |||
| 22 | Marshall Properties, FDOT Procedures (Technician plus Tests): Effect of Water on Cohesion ASTM D1075 / Modified; Per Sample | |||
| 23 | Extraction/Graduation Analysis ASTM D6307; Per Test | |||
| 24 | Batch Plant Inspection, ASTM D979/D979M; Per Hour | |||
| 25 | On-Site Paving Operation Inspection per FDOT Procedures, FDOT construction project administration manual, Chapter 11; (Temperature, Density Testing and Observation); Per Hour (Minimum 4 Hours) | |||
| 26 | Bulk Specific Gravity/Densities (nuclear back scatter method) of Asphalt Core, ASTM D2950/D2950M-14; Per Test (Minimum 4 Tests) | |||
| 27 | Core Drilling for Thickness Measurements (Includes Asphalt Patching), ASTM C174/C174M-17; Per Core (Minimum 6 Cores per Call-Out) | |||
| 28 | Asphalt Cores Laboratory Tests for Measurements ASTM D3549 and Weight per Cubic Foot ASTM D2726 (minimum 4 Cores); Per Core | |||
| 29 | Gyratory Compaction (Bulk Specific Gravity), ASTM D6925-15; Per Sample | |||
| 30 | Asphalt Plant Technician Using FDOT Approved Plant, Laboratory and Procedures for Extraction, Gradations, Marshall Tests and Temperature Checks, FDOT Asphalt Plant Level II and Aspahlt Mix Designer Certificate of Qualifications; Per Hour (Per Person, Minimum 4 Hours) | |||
| D.2 - Asphalt Cement | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 31 | Penetration of Bituminous Materials ASTM D5; Per Test | |||
| 32 | Abson Method, Recovery of Asphalt by Solution ASTM D1856; Per Test | |||
| 33 | Absolute Viscosity ASTM D2171; Per Test | |||
| D.3 - Concrete Testing | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 34 | Cylinders – Cast and Tested by Laboratory: Standard 6"x12" or 4"x 8" Cylinder. (Concrete Temperature Test and Slump Test) (Per ASTM C31 "Section 7" Lab. Strength Tests per ASTM C39 using C617 or C1231); Per Cylinder | |||
| 35 | Cylinders – Cast and Tested by Laboratory: Lightweight 3” x 6” Cylinder ASTM C495; Per Cylinder | |||
| 36 | Cylinders – Cast and Tested by Laboratory: Air Entrainment per ASTM C231 used Concurrently with Concrete Set Testing; Per Set (5 Cylinders Per Set) | |||
| 37 | Cylinders – Cast and Tested by Laboratory: Cylinder Pick-Up, ASTM 192 and C39; Per Set (5 Cylinders Per Set) | |||
| 38 | Securing Structural or Pavement Cores ASTM C42 (6” maximum diameter): 8" Deep; Per Core (Minimum 3 Cores) | |||
| 39 | Securing Structural or Pavement Cores ASTM C42 (6” maximum diameter): 14" Deep; Per Core (Minimum 3 Cores) | |||
| 40 | Securing Structural or Pavement Cores ASTM C42 (6” maximum diameter): 12" Deep x 12" diameter; Per Core (Minimum 3 Cores) | |||
| 41 | Cores-Trim and Compression Test ASTM C42; Per Test | |||
| 42 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Brick, Concrete; Compression; Per Brick (Minimum 2 Bricks) | |||
| 43 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Brick, Concrete; Absorption; Per Brick (Minimum 2 Bricks) | |||
| 44 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Brick, Concrete; Dimension; Per Brick (Minimum 2 Bricks) | |||
| 45 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Brick, Concrete; Appearance; Per Brick (Minimum 2 Bricks) | |||
| 46 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Block, Manhole, Test; Per Test | |||
| 47 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Block, Concrete Masonry Test; Per Test | |||
| 48 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Block, Concrete Compression, Individual Units; Per Test | |||
| 49 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Block, Concrete Absorption, Individual Units; Per Test | |||
| 50 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Block, Concrete Moisture Content; Per Test | |||
| 51 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Mortar Cubes 2" x 2" x 2" Compression Test per ASTM C109 (Cast by awarded vendor); Per Test (Minimum 3 Cubes per Test) | |||
| 52 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Drying Shrinkage Test of Concrete Block ASTM C426 Per Test | |||
| 53 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Moisture Condition of Concrete Block ASTM C427 (Humidity); Per Test | |||
| 54 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Block Series, Dimensions, Compression, Absorption, Moisture Content and Unit Weight (Density) per ASTM C140; Per Test | |||
| 55 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Concrete or Mortar Grout 3” x 3” x 6”, Prism Test; Per Test | |||
| 56 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Full Block Prisms; Per Test | |||
| 57 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Masonry Prisms ASTM C1314 (Fabricated by awarded vendor) (Unfilled); Per Prism | |||
| 58 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Sampling and Pick-Up (Casting Not Included); Per Unit | |||
| 59 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Concrete Block Unit Weight ASTM C140; Per Block | |||
| 60 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Grout Cube Compression Test ASTM C1014 (Cast by Others); Per Cube | |||
| 61 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: Technician to Cast Mortar or Grout Cubes in Laboratory or On-Site (Includes Slump & Temp Tests) ASTM C1019; Per Hour | |||
| 62 | Concrete Masonry Units and Related Units ASTM C140 Block/Brick: On-Site Masonry Inspector per ACI 530.1; Per Hour (Minimum 4 hours) | |||
| 63 | Concrete Beams: Compression Test ASTM C116; Per Test | |||
| 64 | Concrete Beams: Tension Test ASTM C496 (Splitting Tension Test for Cylindrical Specimen, not Beams); Per Test | |||
| 65 | Concrete Beams: Flexural Test per ASTM C78 Cast per ASTM C31, (2 Beams Required per Test); Per Test | |||
| 66 | Concrete Cubes: Compression Test, 2” Cubes in Laboratory, ASTM C109/C 109M-02 Each | |||
| 67 | Concrete Cubes: Making Cubes on Field Jobs ASTM C109/C 109M-02 ; Per Hour | |||
| 68 | Concrete Rebound Hammer Tests Services of Technician and Concrete Rebound Hammer: Swiss Hammer, ASTM C805/C805M-18; Per Hour (2 Hour Minimum) | |||
| 69 | Concrete Rebound Hammer Tests Services of Technician and Concrete Rebound Hammer: Overtime, ASTM C805; Per Hour | |||
| 70 | Air Content, Volumetric ASTM C173, C231; Per Hour | |||
| 71 | Concrete Yield & Density (Unit Weight) Test ASTM C138; Per Test | |||
| 72 | Design Mix ACI 211 Standard Aggregate (Materials Furnished by Supplier) (Laboratory Sampling Included); Per Test (1 Trial Batch and 6 Cylinder Tests) (First of Any Series) | |||
| 73 | Design Mix Materials Testing: Gradation, ASTM C136/C136M-19 and ASTM C117-17; Per Test | |||
| 74 | Design Mix Materials Testing: Fine Aggregate Gravity and Absorption ASTM C127; Per Test | |||
| 75 | Design Mix Materials Testing: Coarse Aggregates Specific Gravity and Absorption ASTM C128; Per Test | |||
| 76 | Design Mix Materials Testing: LA Abrasion ASTM C88; Per Test | |||
| 77 | Site Inspection ACI 304 and ACI 311.5R (Per Site Visit as Approved by the Engineer); Per Hour (Minimum 4 Hours) | |||
| 78 | Concrete Plant Inspection ACI 311.5 (Mix and Weight Verification); Per Hour (Minimum 4 Hours) | |||
| 79 | Windsor Probe Test ASTM C803 (Penetration Resistance to Determine Uniformity) with Equipment Charge (Windsor Gun) (Per Trip Per Location); Per Hour | |||
| 80 | Thickness of Concrete (Ultrasonic Testing) ASTM C1383; Per Hour | |||
| 81 | Concrete Rebound Hammer Test ASTM C805/C-805M-13a; Per Hour (Minimum 4 Hours) | |||
| 82 | Pullout Strength ASTM C900-14 (Includes Pin Installation); Per Test | |||
| 83 | Penetration Resistance (Set of 3 Probes/Test) ASTM C803/C803M-03 (2010); Per Hour | |||
| 84 | Resonant Frequency ASTM C215-14; Per Hour | |||
| 85 | Pulse Velocity ASTM C597-09; Per Hour | |||
| 86 | Magnetic Measure Converter; ASTM A977/A977M-07(2020) Per Hour | |||
| 87 | Load Testing ACI 318-11; Per Test | |||
| 88 | Acoustic Emission, ASTM E3100-22; Per Hour | |||
| 89 | Pulse Echo, ASTM C1383/E797/E797M-21; Per Hour | |||
| 90 | Radiographics, ASTM E1742/E1742M-18; Per Hour | |||
| 91 | Concrete Radiographic: X-ray Cobalt 60 Radiography ASTM E592; Per Hour (2 Technicians) | |||
| 92 | Concrete Radiographic: X-ray Cobalt 60 Radiography ASTM E592, After Hours; Per Hour (2 Technicians) | |||
| 93 | Concrete Radiographic: X-rays Scanning Iridium 192 Radiography ISO 5579; Per Hour (2 Technicians) | |||
| 94 | Concrete Radiographic: X-rays Scanning Iridium 192 Radiography ISO 5579, After Hours; Per Hour (2 Technicians) | |||
| 95 | Ground Penetrating Radar (GPR) scans ASTM D6432; Per Hour (2 Technicians) | |||
| 96 | Ground Penetrating Radar (GPR) scans ASTM D6432, After Hours; Per Hour (2 Technicians) | |||
| 97 | Concrete Carbonation Test (Carbo Detect TM System by James Instruments); Per Core | |||
| 98 | Concrete pH test ASTM D4262; Per Core | |||
| 99 | Corrosion Activity ASTM C876-09; Per Hour | |||
| 100 | Chloride Content: Per ASTM C1152; Per Test | |||
| 101 | Chloride Content: Per ASTM C1218; Per Test | |||
| 102 | Petrography ASTM C856-14 (Adjunct C856 known as ADJCO856); Per Test | |||
| 103 | Magnetometer Readings for Rebar Identification,; Per Hour (Minimum 4 Hours) | |||
| 104 | Floor Flatness (FF) and Floor Levelness (FL) Testing ASTM E1155-96 (2008); Per Test | |||
| 105 | Concrete Moisture Testing ASTM F2170; Per Test | |||
| 106 | Concrete Moisture Testing ASTM F1869 (Only to be performed with Item #105, ASTM F2170 – as a set); Per Test | |||
| D.4 - Prestress / Precast | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 107 | Prestress/Precast Fabrication Inspection PCI MNL-116 or MNL-117 (Bridge and Building Units/Ready Mix Plant Inspections); Per Hour (Minimum 4 Hours) | |||
| 108 | Prestress (Inspection & Certification Report Included) (Stressing Operation and Inspection) per PCI MNL-116; Per Hour (Minimum 4 Hours) | |||
| 109 | Reinforced Concrete (Inspection & Certification Report Included); Per Hour (FDOT QA/QC Inspection Guidelists) | |||
| 110 | Absorption Test of Precast Units ASTM C497; Per Hour | |||
| 111 | Testing Concrete Cylinder for Concrete Pipe, Manhole Sections or Tile per ASTM C497. (Does NOT Include Technician or Pick-Up); Per Cylinder | |||
| 112 | Reinforced Concrete Pipe and Pre-Fabricated Manhole Inspection (Types, Sizes, and Design) (Includes Inspection and Certified Report); ASTM C76 Per Hour (Minimum 4 Hours); FDOT Drainage Manual | |||
| 113 | Three Edge Bearing Test per ASTM C497; Per Hour | |||
| 114 | Hydrostatic Testing per ASTM C497; Per Hour | |||
| D.5 - Piling | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 115 | Wave Equation Analysis for Piles; Per Pile | |||
| 116 | Geotechnical Engineering Review Pile Installation Plan; Per Hour | |||
| 117 | Geotechnical Engineering Analysis of PDA Data by Case Wave Pile Analysis Program; Per Hour | |||
| 118 | Geotechnical Engineering Review of awarded vendor’s Pile Certification Package; Per Hour | |||
| 119 | Pile Driving Analyzer (PDA) On-Site Data Collection; Per Hour | |||
| 120 | Vibration Monitoring Services (Includes Equipment Capable of Detecting Velocities of 0.1 Inches Per Second and Certified Reporting); Per Hour | |||
| 121 | Drill Shaft Inspector (Certification Report Included); Per Hour | |||
| 122 | Pile Driving/Auger Cast Pile Inspection (Certification Report Included); Per Hour (Minimum 4 Hours) | |||
| 123 | Vibroflotation Inspection; Per Hour (Minimum 4 Hours) | |||
| 124 | Piling Load Testing: Test Frame and Load Set-up ASTM D1143 (Equipment / Loads to be Furnished by awarded vendor); Per Hour | |||
| 125 | Piling Load Testing: Furnishing Calibrated Jack up to 4,000 lbs. Pile Manufacturing Inspector (2 Hour Minimum), includes concrete cylinder tests; Per Jack Hour | |||
| 126 | Piling Load Testing: Furnishing and Set-up of Calibrated Gauges; Per Gauge | |||
| 127 | Piling Load Testing: Monitoring of Pile Load Test, Collect Field Data, and Inspector Time; Per Hour | |||
| 128 | Piling Load Testing: Pile Load Test Report, Certify and Prepare Report for Load Capacity of Pile (Engineer's Time); Per Hour | |||
| D.6 - Geotechnical Services | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 129 | Mobilization of Truck-Mounted Drill Rig; Per Day | |||
| 130 | Soil Borings; Per Foot | |||
| 131 | Auger Borings ASTM D1452: Penetration Depth 0' to 50'; Per Foot | |||
| 132 | Auger Borings ASTM D1452: Penetration Depth 51' to 75'; Per Foot | |||
| 133 | Auger Borings ASTM D1452: Penetration Depth 76' to 100'; Per Foot | |||
| 134 | Auger Borings ASTM D1452: Penetration Depth 101' to 150'; Per Foot | |||
| 135 | Rock Core Drilling ASTM D2113: Penetration Depth 0' to 50'; Per Foot | |||
| 136 | Rock Core Drilling ASTM D2113: Penetration Depth 51' to 75'; Per Foot | |||
| 137 | Rock Core Drilling ASTM D2113: Penetration Depth 76' to 100'; Per Foot | |||
| 138 | Rock Core Drilling ASTM D2113: Penetration Depth 101' to 150'; Per Foot | |||
| 139 | Unconfined Compressive Strength of Rock ASTM D2938; Per Inch-pound | |||
| 140 | Borings Standard Penetration ASTM D1586, with or without Casing Penetration Depth 0' to 50'; Per Foot | |||
| 141 | Borings Standard Penetration ASTM D1586, with or without Casing Penetration Depth 51' to 75'; Per Foot | |||
| 142 | Borings Standard Penetration ASTM D1586, with or without Casing Penetration Depth 76' to 100'; Per Foot | |||
| 143 | Borings Standard Penetration ASTM D1586, with or without Casing Penetration Depth 101' to 150'; Per Foot | |||
| 144 | Borings Standard Penetration Test, Portable Equipment; Includes Mobilization & Soil Boring Report Per Foot | |||
| 145 | DOH Standard (Septic); Per Test | |||
| 146 | Slug Percolation Test USGS 9" Dia. Hole; Per Test (Minimum 2 Tests) | |||
| 147 | Double Ring Infiltration Test ASTM D3385; Per Test (Minimum 2 Tests) | |||
| 148 | Percolation Test: Open Hole Method (minimum 6" Dia.); Per Test (Minimum 3 Tests) | |||
| 149 | Percolation Test: DOH and Rehabilitative Services, Chapter 403; Per Test (Minimum 2 Tests) | |||
| 150 | Trench Test (per South Florida Water Management District) (Excludes Equipment and Operator) (Provide Equipment Rental Invoice for Direct Cost Reimbursement); Per Test | |||
| 151 | Soil Cement Stabilization Field Inspection; Per Hour | |||
| 152 | Soil Cement Cylinder Testing ASTM D1633; Per Test | |||
| 153 | Water Quality Monitoring; Per Sample | |||
| 154 | Geotechnical Engineer Evaluation and Report of Existing Soil with Respect to Allowable Bearing Capacity; Per Hour | |||
| 155 | Undisturbed Sampling ASTM D1586; Per Sample | |||
| 156 | Closing Holes with Grout / Approved Method(s) to Safe Proof Site [Safe proof to be accomplished before laboratory leaves the site(s)]; Per Lineal Foot | |||
| 157 | Geotechnical Engineer Pile Capacity Analysis; Per Hour | |||
| 158 | Muck Probes; Per Hour | |||
| 159 | Well Abandonment Grout Filling Complying with DOH and FDEP Standards Includes required capping at well head. Depth 0' to 50'; Per Foot | |||
| 160 | Well Abandonment Grout Filling Complying with DOH and FDEP Standards Includes required capping at well head. Depth 51' to 75'; Per Foot | |||
| 161 | Well Abandonment Grout Filling Complying with DOH and FDEP Standards Includes required capping at well head. Depth 76' to 100'; Per Foot | |||
| 162 | Well Abandonment Grout Filling Complying with DOH and FDEP Standards Includes required capping at well head. Depth 101' to 150'; Per Foot | |||
| 163 | Well Abandonment Permitting, Documentation, and Final Report by a Licensed Engineer; Per Project | |||
| D.7 - Soil | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 164 | Field Density Test: Sand Cone Method AASHTO T191, ASTM D1556; Per Test (Minimum 2 Tests) | |||
| 165 | Nuclear Method AASHTO T238, T239, ASTM D2922, D3017 (minimum 4 tests): Per Test (From 1 thru 4 Tests), Per Trip; Per Test | |||
| 166 | Nuclear Method AASHTO T238, T239, ASTM D2922, D3017 (minimum 4 tests): Per Test (From 5 thru 10 Tests), Per Trip; Per Test | |||
| 167 | Nuclear Method AASHTO T238, T239, ASTM D2922, D3017 (minimum 4 tests): Per Test (From 11 or more Tests), Per Trip; Per Test | |||
| 168 | Moisture Density (Proctor) Test: Standard AASHTO T99, ASTM D698 (Non-Traffic Areas); Per Test (Minimum 2 Tests/Trip) | |||
| 169 | Moisture Density (Proctor) Test: Modified AASHTO T180, ASTM D1577 (Building/Highway Projects); Per Test (Minimum 2 Tests/Trip) | |||
| 170 | Moisture Content; Per Test | |||
| 171 | Limerock Bearing Ratio (LBR) FDOT; Per Test | |||
| 172 | Carbonates per Sample on LBR Material; Per Test (Minimum 2 Tests/Trip) | |||
| 173 | Laboratory California Bearing Ration (CBR) ASTM D1883: One (1) Point CBR; Per Test | |||
| 174 | Laboratory California Bearing Ration (CBR) ASTM D1883: Lab Proctor Test; Per Test | |||
| 175 | Laboratory California Bearing Ration (CBR) ASTM D1883: Three (3) Point CBR; Per Test | |||
| 176 | Field CBR ASTM D4429 (Reaction Loads by Others); Per Test (Minimum 2 Tests) | |||
| 177 | Density Test, Minimum / Maximum and Relative ASTM D4253, D4254; Per Test | |||
| 178 | Organic Content of Limerock AASHTO T267 (By Incineration); Per Test | |||
| 179 | Organic Content Soil Chemical Analysis (By Peroxide); Per Test | |||
| 180 | Grain Size AASHTO T27 (Sieve Analysis Only); Per Test | |||
| 181 | Mechanical Analysis ASTM D422, AASHTO T11, T27; Per Test | |||
| 182 | Soil Classification ASTM D3282, D2487; Per Test | |||
| 183 | Los Angeles Abrasion ASTM C131 (Small-Size Coarse Aggregate); Per Test | |||
| 184 | Los Angeles Abrasion ASTM C535 (Large-Size Coarse Aggregate); Per Test | |||
| 185 | Soundness of Aggregates ASTM C88 (Sodium Sulfate); Per Test | |||
| 186 | Sieve Analysis ASTM C136, FDOT, FAA Item F-211; Per Test | |||
| 187 | Absorption of Fine Aggregate ASTM C128, of Coarse Aggregate ASTM C127; Per Test | |||
| 188 | Determination of Lead ASTM E2051; Per Test | |||
| 189 | Specific Gravity of Fine Aggregate ASTM C128, of Coarse Aggregate ASTM C127; Per Test | |||
| 190 | Specific Gravity of Soil Solids by Water Pycnometer ASTM D854; Per Test | |||
| 191 | Bulk Density (Unit Weight) ASTM C29; Per Test | |||
| 192 | Material Finer than No. 200 Sieve ASTM C117; Per Test | |||
| 193 | Liquid Limit ASTM D4318 (Atterberg Limits); Per Test | |||
| 194 | Plastic Limit ASTM D424 (Atterberg Limits); Per Test | |||
| 195 | Organic Color Metric ASTM C117; Per Test | |||
| 196 | Salt Content FDOT FM 5-516; Per Test | |||
| 197 | Limerock Base Thickness Determination, minimum 3 inch diameter holes FAA Item P 211 (Excludes Mobilization and Transportation); Per Test (Minimum 2 Tests) | |||
| 198 | Limerock Base Thickness Determination, minimum 3 inch diameter holes FAA Item P 211 (Excludes Mobilization and Transportation): Unlimited Tests; Per Day | |||
| 199 | Limerock Chemical Analysis DTPW, FDOT; Per Test (Minimum 2 Tests) | |||
| 200 | Limerock Chemical Analysis DTAD, FAA Item P-211; Per Test | |||
| 201 | Sediment Tests; Per Test | |||
| 202 | Soil Load Bearing Test (Plate Load) (Reaction Load by Others): Static Load on Footings ASTM D1194; Per Test | |||
| 203 | Soil Load Bearing Test (Plate Load) (Reaction Load by Others): Repetitive Static Load for Pavement ASTM D1195; Per Test | |||
| 204 | Soil Load Bearing Test (Plate Load) (Reaction Load by Others): Non-repetitive Static Load for Pavement ASTM D1196; Per Test | |||
| 205 | Soil Fill Test; Per Test | |||
| 206 | Soil Relative Density Test (Vibroflotation – In-Situ Verification - Standard Penetration Test Soil Borings (SPT); Per Foot | |||
| 207 | Soil Relative Density Test (Vibroflotation – In-Situ Verification - Cone Penetration Test Soundings (CPT); Per Foot | |||
| 208 | Resistivity Test in Accordance with California Method 643-7 with Breakdown for Test, Sampling, PH Measurement of Water and Soil, etc.; Per Test | |||
| 209 | Horticultural Service for PH Value of Soil; Per Test | |||
| 210 | Horticultural Service for Soluble Salts in Soil; Per Test | |||
| 211 | Horticultural Service for Macro Nutrients in Soil; Per Test | |||
| 212 | Backfill Monitoring; Per Hour (Minimum 4 Hours) | |||
| 213 | Geotechnical Engineer; Per Hour (Minimum 2 Hours) | |||
| D.8 - Steel | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 214 | Shop or Field Weld Inspector ASTM D5339; Per Hour (Minimum 4 Hours) | |||
| 215 | Field or Shop Welding Inspector; Per Hour | |||
| 216 | Welder Test AWS, ASME Per connection at all positions; Per Connection | |||
| 217 | Reinforcing Steel Tensile Test ASTM D615; Per Test | |||
| 218 | Reinforcing Steel Deformation Test ASTM D615; Per Test | |||
| 219 | Reinforcing Steel Bend Test ASTM D615; Per Test | |||
| 220 | Reinforcing Bar Placement Inspection; Per Hour | |||
| 221 | Chemical Laboratory Test ASTM D615; Per Test | |||
| 222 | Welding Inspection and Dye Penetrant Well Testing; Per Hour | |||
| 223 | Engineering Services: Special Inspector for Threshold Buildings (State Certified); Per Hour (Minimum 2 Hours) | |||
| 224 | Engineering Services: Special Inspector’s Designee; Per Hour (Minimum 2 Hours) | |||
| 225 | Engineering Services: Special Inspector under South Florida Building Code; Per Hour (Minimum 2 Hours) | |||
| 226 | Radiograph Weld Inspection; Per Test (Minimum 4 Tests) | |||
| 227 | Notched Bar Impact Testing of Metallic Materials (Fracture/Non-Fracture Critical Locations, Zone 1) ASTM E23; Per Test | |||
| D.9 - Roofing | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 228 | Moisture Content ASTM D1864; Per Test | |||
| 229 | Location of Wet Insulation in Roofing Systems using Infrared Imaging ASTM C1153 - First 25 roofing squares (2,500 Sq. Ft.); Per Job | |||
| 230 | Location of Wet Insulation in Roofing Systems using Infrared Imaging ASTM C1153 – Each Additional roofing square (100 Sq. Ft.); Per Square Foot | |||
| 231 | Flood Testing Horizontal Waterproofing Installations ASTM D5957; Per Hour | |||
| 232 | Sampling and Analysis of New Built-Up Roof Membranes ASTM D3617; Per Test | |||
| 233 | Compression Test-Roof Tiles ASTM C1492; Per Hour | |||
| 234 | Absorption Test-Roof Tiles ASTM C1492; Per Set (5 Tiles Per Set) | |||
| 235 | Tile Uplift Test TAS 106 First Test; Per Job | |||
| 236 | Tile Uplift Test TAS 106 Additional Tests; Per Test | |||
| 237 | Core Samples ASTM D2829; Per Sample | |||
| 238 | Visual Inspections - First 2,500 Sq. Ft.; Per Job | |||
| 239 | Visual Inspections - Additional per Square Foot; Per Square Foot | |||
| 240 | Infrared Survey ASTM C1153 - First 2,500 Sq. Ft.; Per Job | |||
| 241 | Infrared survey ASTM C1153 - Additional per Square Foot; Per Square Foot | |||
| 242 | Nuclear Moisture Testing TAS 126-95 - First 2,500 Sq. Ft.; Per Job | |||
| 243 | Nuclear Moisture Testing TAS 126-95 - Additional per Square Foot; Per Square Foot | |||
| 244 | Impedence Moisture Survey (Machine) ASTM D7954 - First 2,500 Sq. Ft.; Per Job | |||
| 245 | Impedence Moisture Survey (Machine) ASTM D7954 - Per Square Foot (Additional Sq. Ft. Survey); Per Square Foot | |||
| 246 | Non-Destructive Moisture Survey ASTM D7954, (TAS) No. 126-95, using a Tramex Dec Scanner; Per Hour | |||
| 247 | Fastener Withdrawal Tests TAS No. 117(A)-95; Per Hour | |||
| 248 | Bell Chamber Test TAS 124-11; Per Test (2 Tests Minimum) | |||
| 249 | Bell Chamber Test TAS 124-11 - Additional Tests; Per Test | |||
| 250 | Bonded Pull Test TAS 124-11; Per Test (2 Tests Minimum) | |||
| 251 | Bonded Pull Test TAS 124-11 - Additional Tests; Per Test | |||
| 252 | Engineer’s Report; Per Hour | |||
| D.10 - Mechanical | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 253 | Sound Surveys (Includes Travel Time); Per Hour | |||
| 254 | Lighting Surveys (Includes Travel Time); Per Hour | |||
| D.11 - Asbestos Testing | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 255 | PLM (Polarized Light Microscopy); Per Test | |||
| 256 | PCM (Phase Contrast Microscopy); Per Test | |||
| 257 | TEM (Transmission Electron Microscopy); Per Test | |||
| 258 | Administrative Set-up (scheduling and administration for Asbestos Testing); Per Hour | |||
| 259 | Industrial Hygiene Technician and Certified Industrial Hygienist, Asbestos Survey, Sample Collection and Report Preparation; Per Hour | |||
| 260 | Florida Licensed Asbestos Consultant, Signed and Sealed Report; Per Report | |||
| D.12 - Electric Tests Dielectric | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 261 | Gloves, Rubber Linemen; Per Pair | |||
| 262 | Overshoes or Blankets, Rubber Linemen; Each | |||
| 263 | Line-Hose, Rubber Insulator; Each | |||
| 264 | Hoods or Test Caps, Rubber Insulating; Each | |||
| 265 | Protectors, Rubber Insulating; Each | |||
| 266 | Insulated Jumpers; Each | |||
| 267 | Sleeves, Rubber Insulating; Per Pair | |||
| 268 | Skull-Guards, Protective; Each | |||
| 269 | Transformer Oils, Insulating; Per Sample | |||
| 270 | Dielectric Breakdown (general) (to 60,000 Root Mean Square (RMS) volts); Per Puncture | |||
| D.13 - Fireproofing | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 271 | Normal working hours; Per Hour (Minimum 4 Hours) | |||
| 272 | Overtime (Weekends, holidays and after hours); Per Hour | |||
| 273 | Laboratory Unit Weight Test of Fireproofing Coating ASTM E-605; Per Test | |||
| 274 | Field Adhesion / Cohesion Tests per ASTM E-736; Per Test | |||
| 275 | Field Inspection or Testing of Firestopping Assemblies or Materials ASTM E2174 (Firestops) or E2393 (Joint Systems or Perimeter Fire Barriers); Per Hour | |||
| D.14 - Metallurgical Tests & Examinations | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 276 | Mechanical Properties ASTM A225, E92, E18; Per Test | |||
| 277 | Corrosion and Surface Coating ASTM A219, A262; Per Test | |||
| 278 | Metallographic Tests ASTM E2, E3, E19, E45, E79, E89, E91, E112, A247, A317, B276 and SAE Recommended Practices; Per Test | |||
| 279 | Cause of Failure Examinations: Laboratory/Letterhead/Library Literature Search; Per Hour | |||
| D.15 - Radiographic Inspection & Testing Field Radiography | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 280 | Services of 2-Person Radiographic Crew, Portable Darkroom and Equipment Complete; Per Hour (2 Hour Minimum) | |||
| 281 | Film Charge (4-1/2” x 10” and 3-1/2” x 17”); Each | |||
| 282 | Film Charge (8” x 10” and 14” x 17”); Each | |||
| 283 | Laboratory Radiology - Radiographic Inspection of Items Delivered to Lab; Per Hour | |||
| D.16 - Strain Measurements (SR4 Indicator) | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 284 | Technician to Install Gauges and Make Strain Reading; Per Hour (2 Hour Minimum) | |||
| D.17 - Ultrasonics Inspection | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 285 | Ultrasonic Technician and Equipment; Per Hour (2 Hour Minimum) | |||
| 286 | Assistant Technician; Per Hour (2 Hour Minimum) | |||
| D.18 - Structural Steel | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 287 | Welding Inspector, AWS Certified; Per Hour (2 Hour Minimum) | |||
| 288 | Structural Steel Shop or Field Inspector; Per Hour (2 Hour Minimum) | |||
| 289 | Bolt Tightening Inspection by using Torque Wrench; Per Hour | |||
| 290 | Bolt Tightening Inspection by using Regular Wrench; Per Hour | |||
| 291 | Bolt Tightening Inspection by using Filler Gauge; Per Hour | |||
| 292 | Standard Test for Liquid Penetrant Examination ASTM E165 & E1417; Per Square Foot | |||
| 293 | Standard Test for Magnetic Particle Testing ASTM E1444 & E709; Per Square Foot | |||
| 294 | Notched Bar Impact Testing of Metallic Materials (Fracture/Non-Fracture Critical Locations, Zone 1 ASTM E23; Per Test | |||
| D.19 - Welding | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 295 | Welding Inspector, AWS Certified; Per Hour (2 Hour Minimum) | |||
| 296 | Welding Inspection Team, AWS Certified/1 Hour PADI Certified (Minimum 2 Inspectors per Inspection); Per Hour | |||
| 297 | Diving Tank (Minimum 2 Inspectors); Per Hour | |||
| 298 | Support Boat with Tender, Fuel, Consumable Supplies and Ramp Fees; Per Hour | |||
| 299 | Underwater Video with landside Operator; Per Hour | |||
| D.20 - Mgnetic Particle Testing-Magnaflux | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 300 | Magnaflux Testing ASTM E1444; Per Test | |||
| 301 | Magnaflux Non-Destructive Services; Technician; Per Hour | |||
| D.21 - Underground Utility Location and Inspection | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 302 | Utility Designation – Electronically scan and determine the horizontal and vertical location of buried utility lines; Per Hour | |||
| 303 | Expose utility line by using an Air/Vacuum System that creates a small diameter hole. Provide separate CADD drawing for each test hole, indicating its horizontal and vertical location, the type of utility, its size, and the materials of construction. The test holes shall be plotted on base maps to scale. The work shall be reviewed and certified by a Florida Registered Land Surveyor. Included in this item are any costs associated with restoration. In Pavement; Per Test Hole | |||
| 304 | Expose utility line by using an Air/Vacuum System that creates a small diameter hole. Provide separate CADD drawing for each test hole, indicating its horizontal and vertical location, the type of utility, its size, and the materials of construction. The test holes shall be plotted on base maps to scale. The work shall be reviewed and certified by a Florida Registered Land Surveyor. Included in this item are any costs associated with restoration. In Soil; Per Test Hole | |||
| D.22 - Glazing and Exterior Systems Tests | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 305 | Water Penetration Resistance Test ASTM E1105; Per Hour | |||
| 306 | Air Leakage Site Detection ASTM E1186; Per Hour | |||
| 307 | Air Leakage Site Detection ASTM E783; Per Hour | |||
| 308 | Water Penetration Resistance Test, Dynamic Pressure AAMA 501.1; Per Hour | |||
| 309 | Water Penetration Resistance Test, Field Water Spray AAMA 501.2; Per Hour | |||
| D.23 - Painted Surfaces | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 310 | Standard Test for Detection of Lead in Paint and Dried Films ASTM D3618; Per Test | |||
| 311 | Standard Test for Measuring Adhesion by Tape Test ASTM 3359; Per Test | |||
| 312 | Standard Test for Pull-Off Strength of Coating using Portable Adhesion Tester ASTM D4541; Per Test | |||
| 313 | Soluble Salt Test AMPP-Guide 15 using Class A Retrieval Method; Per Test | |||
| 314 | Measure Soluble Salt Concentration AMPP-Technical Update 4; Per Test | |||
| 315 | Bridge Coating Inspector (BCI) AMPP Certified Level 2; Per Hour | |||
| 316 | Standard Test for Field Measurement of Surface Profile of Blast Cleaned Steel ASTM D4417; Per Test | |||
| D.24 - Air Quality | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 317 | Visual Determination of Fugitive Emissions from Material Sources and Smoke Emissions from Flares (FDOT 561-10.2.3.1); Per Day | |||
| 318 | Total Suspended Particulate Matter Testing (FDOT 561-10.2.3.2); Per Day | |||
| D.25 - Professional Engineering for Testing Services | ||||
| No. | Test/Service | YES | ||
| (Prime) | YES | |||
| (Subcontractor) | NO | |||
| (Cannot Provide) | Vendor Comments | |||
| 319 | Principal Engineer; Per Hour | |||
| 320 | Senior Engineer; Per Hour | |||
| 321 | Project Engineer; Per Hour | |||
| 322 | CADD Technician; Per Hour | |||
| 323 | Clerical; Per Hour | |||
| 324 | Senior Technician; Per Hour |
&"Arial,Bold"Functionality Checklist Form
&P of &N
File details come from the government source that posted it. Updated .