Common use of Statutory Terms Applicable To State Political Subdivisions Clause in Contracts

Statutory Terms Applicable To State Political Subdivisions. a. Contractor certifies and agrees that it (i) does not, nor will not, so long as the Agreement remains in effect, boycott Israel, as such term is defined in Chapter 808, Texas Government Code, (ii) does not engage in business with Iran, Sudan, or any foreign terrorist organization pursuant to Subchapter F of Chapter 2252 of the Texas Government Code; (iii) is not identified on a list prepared and maintained under Sections 806.051, 807.051, or 2252.153, Texas Government Code; (iv) does not, nor will not, so long as the Agreement remains in effect, boycott energy companies, as such term is defined in Chapter 809, Texas Government Code; (v) does not, nor will not, so long as the Agreement remains in effect, have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association, as such term is defined in 2274.001(3), Texas Government Code; and (vi) is not (a) owned or controlled by (1) individuals who are citizens of China, Iran, North Korea, Russia or any designated country (as such term is defined in 113.003, Texas Business & Commerce Code); or (2) a company or other entity, including a governmental entity, that is owned or controlled by citizens of or is directly controlled by the government of China, Iran, North Korea, Russia, of any designated country; or (b) headquartered in China, Iran, North Korea, Russia or a designated country. b. Prior to execution of this Agreement by FBGPTRA, the Engineer will be required to submit a Texas Ethics Commission Form 1295. Please see this website for details related to this disclosure: xxxxx://xxx.xxxxxx.xxxxx.xx.xx/whatsnew/elf_info_form1295.htm c. In accordance with Section 176.0065, Texas Local Government Code, a list of local government officers of FBGPTRA may be obtained by contacting the FBGPTRA’s records administrator at (000) 000-0000.

Statutory Terms Applicable To State Political Subdivisions. a. Contractor Engineer certifies and agrees that it (i) does not, nor will not, so long as the Agreement remains in effect, boycott Israel, as such term is defined in Chapter 808, Texas Government Code, (ii) does not engage in business with Iran, Sudan, or any foreign terrorist organization pursuant to Subchapter F of Chapter 2252 of the Texas Government Code; (iii) is not identified on a list prepared and maintained under Sections 806.051, 807.051, or 2252.153, Texas Government Code; (iv) does not, nor will not, so long as the Agreement remains in effect, boycott energy companies, as such term is defined in Chapter 809, Texas Government Code; (v) does not, nor will not, so long as the Agreement remains in effect, have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association, as such term is defined in 2274.001(3), Texas Government Code; and (vi) is not (a) owned or controlled by (1) individuals who are citizens of China, Iran, North Korea, Russia or any designated country (as such term is defined in 113.003117.003, Texas Business & Commerce Code); or (2) a company or other entity, including a governmental entity, that is owned or controlled by citizens of or is directly controlled by the government of China, Iran, North Korea, Russia, of any designated country; or (b) headquartered in China, Iran, North Korea, Russia or a designated country. b. Prior to execution of this Agreement by FBGPTRAFBCTRA, the Engineer will be required to submit a Texas Ethics Commission Form 1295. Please see this website for details related to this disclosure: xxxxx://xxx.xxxxxx.xxxxx.xx.xx/whatsnew/elf_info_form1295.htm c. In accordance with Section 176.0065, Texas Local Government Code, a list of local government officers of FBGPTRA FBCTRA may be obtained by contacting the FBGPTRA’s FBCTRA's records administrator at (000) 000-0000.

Statutory Terms Applicable To State Political Subdivisions. a. Contractor certifies and agrees that it (i) does not, nor will not, so long as the Agreement remains in effect, boycott Israel, as such term is defined in Chapter 808, Texas Government Code, (ii) does not engage in business with Iran, Sudan, or any foreign terrorist organization pursuant to Subchapter F of Chapter 2252 of the Texas Government Code; (iii) is not identified on a list prepared and maintained under Sections 806.051, 807.051, or 2252.153, Texas Government Code; (iv) does not, nor will not, so long as the Agreement remains in effect, boycott energy companies, as such term is defined in Chapter 809, Texas Government Code; (v) does not, nor will not, so long as the Agreement remains in effect, have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association, as such term is defined in 2274.001(3), Texas Government Code; and (vi) is not (a) owned or controlled by (1) individuals who are citizens of China, Iran, North Korea, Russia or any designated country (as such term is defined in 113.003117.003, Texas Business & Commerce Code); or (2) a company or other entity, including a governmental entity, that is owned or controlled by citizens of or is directly controlled by the government of China, Iran, North Korea, Russia, of any designated country; or (b) headquartered in China, Iran, North Korea, Russia or a designated country. b. Prior to execution of this Agreement by FBGPTRAFBCTRA, the Engineer will be required to submit a Texas Ethics Commission Form 1295. Please see this website for details related to this disclosure: xxxxx://xxx.xxxxxx.xxxxx.xx.xx/whatsnew/elf_info_form1295.htm c. In accordance with Section 176.0065, Texas Local Government Code, a list of local government officers of FBGPTRA FBCTRA may be obtained by contacting the FBGPTRA’s FBCTRA's records administrator at (000) 000-0000. Provide on-call construction materials testing & inspection, and geotechnical service services, mostly to support construction of the extension of the Fort Bend Westpark Tollway from Bois D’Arc Lane/Charger Way to west of Spring Green/FM 723 (Project 101-1032). The work may include materials such as embankment, stabilized subgrade, base, asphalt, concrete pavement, concrete structures, foundations, etc. All work is to Texas Department of Transportation (TxDOT) and Fort Bend County Toll Road Authority (FBCTRA) specifications and requirements. Scope of services covered consist of all required materials testing & inspection, and geotechnical services to ensure the work meets TxDOT specifications, including any additional or different requirements of FBCTRA. The following services are expected to be performed: • Moisture/density relationship of soils / stabilized soils • The atterberg limits / percent soil passing No. 20 sieve / soils classification • Compaction testing of subgrade soils, compaction testing of fill / backfill • Compressive strength testing of concrete test cylinders • Compressive strength of cement stabilized sand • Asphalt testing • Material mix design review • Geotechnical engineering design support, including reviews and report preparations • Other testing, inspection, and/or geotechnical services as required Working hours for testing and inspection staff will not be limited to 7 a.m. to 5 p.m. on weekdays, and may include night and weekend work with proper notification. Principal Engineer/Geologist/Environmental Scientist/Certified Industrial Hygienist $ 250 Senior Engineer/Geologist/Environmental Scientist $ 210 Senior Project Engineer/Geologist/Environmental Scientist $ 175 Project Engineer/Geologist/Environmental Scientist $ 160 Senior Staff Engineer/Geologist/Environmental Scientist $ 125 Staff Engineer/Geologist/Environmental Scientist $ 120 GIS Analyst .............................................................................................................................................................. $ 90 Technical Illustrator/CAD Operator ......................................................................................................................... $ 60 Special Inspector (Concrete, Masonry, Structural Steel, Welding, and Fireproofing) $ 150 Nondestructive Examination Technician (UT, MT, LP) $ 130 Certified Asbestos/Lead Technician $ 130 Field Operations Manager $ 120 Supervisory Technician $ 100 Senior Technician (NICET II/HMA-1A).................................................................................................................... $ 95 Technician ............................................................................................................................................................... $ 65 Geotechnical/Environmental/Laboratory Assistant ................................................................................................. $ 65 Information Specialist .............................................................................................................................................. $ 65 Data Processor ........................................................................................................................................................ $ 65 Concrete Coring Equipment (includes technician) ............................................................................................... $ 200/hr Anchor Load Test Equipment (includes technician)............................................................................................. $ 200/hr GPR Equipment .................................................................................................................................................... $ 190/hr Inclinometer........................................................................................................................................................... $ 105/hr Hand Auger Equipment ........................................................................................................................................ $ 85/hr Rebar Locator (Pachometer) ................................................................................................................................ $ 55/hr Vapor Emission Kit................................................................................................................................................ $ 80/kit Nuclear Density Gauge......................................................................................................................................... $ 16/hr X-Ray Fluorescence ............................................................................................................................................. $ 75/hr PID/FID ................................................................................................................................................................. $ 55/hr Air Sampling Pump ............................................................................................................................................... $ 25/hr Field Vehicle.......................................................................................................................................................... $ 16/hr Expert Witness Testimony .................................................................................................................................... $ 450/hr Direct Expenses...................................................................................................................................... Cost plus 15% Special equipment charges will be provided upon request. For field and laboratory technicians and special inspectors, overtime rates at 1.5 times the regular rates will be charged for work performed in excess of 8 hours in one day Monday through Friday, evening hours, and all day on Saturday and Sunday. Rates at twice the regular rates will be charged for all work in excess of 12 hours in one day and on holidays. Field technician and special inspection hours are charged at a 4-hour minimum, and 8-hour minimum for hours exceeding 4 hours. Atterberg Limits, D 4318 $ 75 Compression Strength, C 39 $ 21 California Bearing Ratio (CBR), D 1883, per point $ 260 Flexural Test, C 78 or C 293 $ 35 One Dimensional Consolidation, D 2435 $ 475 Splitting Tensile Strength, C 496 $ 132 Consolidation Additional Increments, D 2435 $ 65 Time of Setting of Cement by Xxxxx Xxxxxx, C 191 $ 265 Hydrometer Analysis, D 422 $ 155 Concrete Laboratory Mix Verification, Excluding cylinders $ 525 Double Hydrometer Analysis, D 4221 $ 265 Concrete Coring, Measurement, and Compressive Strength $ 265 Moisture Content, D 2216 $ 11 Concrete Core Compressive Strength, Includes Prep, C 42 $ 95 Moisture and Density, D 2937 $ 60 Concrete Core Measurement, C 174 $ 35 Permeability, D 2434 $ 315 Concrete Coring Minimum Charge $ 630 Specific Gravity, D 854 $ 70 Concrete Coring – 4” Diameter to 6-inch depth $ 126 Standard Xxxxxxx Density, D 698 $ 245 Concrete Coring Additional Thickness 6” to 12” depth $ 12/in Modified Xxxxxxx Density, D 1557 $ 265 Concrete Coring Additional Thickness over 12” depth $ 15/in (Rock corrections add $70) Compressive Strength Lt. Wt. Insulating Concrete, C 495 $ 35 Sieve Analysis, D 422 $ 70 Unit Weight of Lt. Wt. Insulating Concrete, C 495 $ 26 Sieve Analysis, 200 Wash, D 1140 $ 65 Swell Test, D 4546 $ 370 FIREPROOFING Triaxial Shear, U.U., D 2850 per point $ 80 Density of SFRM, E 605 $ 46 Unconfined Compression, D 2166 $ 55 Cohesion/Adhesion of SFRM, E 736 $ 35 Pinhole Dispersion Test, D 4647 $ 340 Crumb Test Dispersion Test, D 4647 $ 47 ASPHALT Lime Determination, PI Method $ 290 Asphalt Mix Design Review, Job Spec $ 530 Lime Determination, pH Method, D 62765 $ 280 Asphalt Mix Design, 5 points $ 2625 Compressive Strength Cement Stabilized Sand, D 1633 $ 85 Extraction, % Asphalt, including Gradation, Tex 210F $ 245 Standard Xxxxxxx Density Treated Soils, D 698 ................................$ 270 Xxxxx Stability, Tex 208F $115/set Modified Xxxxxxx Density Treated Soils, D 1557 ...............................$ 285 Bulk Density Lab Molded Samples, Tex 207F ...............................$ 70/set Bulk Density Core, Tex 207F..........................................................$ 65 Molding Specimens, Tex 206F .......................................................$ 80/set MASONRY Measurement of Asphalt Cores ......................................................$ 27 Brick Absorption, 24-hour submersion, C 67.....................................$ 90 Asphalt Coring Minimum Charge ...................................................$ 630 Brick Absorption, 5-hour boiling, C 67 ...............................................$ 90 Asphalt Coring – 4” Diameter to 6-inch depth ................................$ 110 Brick Absorption, 7-day, C 67.............................................................$ 90 Concrete Coring Additional Thickness over 6” depth .....................$ 11/in Brick Compression Test, C 67............................................................$ 55 Maximum Theoretical Unit Weight, Tex 227F ................................$ 110 Xxxxx Xxxxxxxx as received, C 67........................................................$ 55 Brick Measurement, C 67 ...................................................................$ 70 AGGREGATES CMU Block Compression Test, 8x8x16, C 140.................................$ 160 Clay Lumps and Friable Particles, C 142 .......................................$ 68 CMU Block Unit Weight and Absorption, C 140 ................................$ 105 Los Angeles Abrasion, C 131 or C 535 ..........................................$ 255 CMU Block Moisture Content, C 140 .................................................$ 100 Organic Impurities, C 40.................................................................$ 60 CMU Block Measurement, C 140 ......................................................$ 40 Sieve Analysis, Coarse Aggregate, C 136 .....................................$ 80 Compressive Strength, Grout prism, C 1019, each ..........................$ 60 Sieve Analysis, Fine Aggregate, C 136 ..........................................$ 80 Compressive Strength, Mortar Cube, C 109, each ...........................$ 35 Decantation, C 117 .........................................................................$ 60 Specific Gravity, Xxxxxx, C 127 .....................................................$ 126 Specific Gravity, Fine, C 128 ..........................................................$ 142 Special preparation of standard test specimens will be charged at the technician’s hourly rate. Ninyo & Xxxxx is accredited to perform the AASHTO equivalent of many ASTM test procedures.

Statutory Terms Applicable To State Political Subdivisions. a. Contractor certifies and agrees that it (i) does not, nor will not, so long as the Agreement remains in effect, boycott Israel, as such term is defined in Chapter 808, Texas Government Code, (ii) does not engage in business with Iran, Sudan, or any foreign terrorist organization pursuant to Subchapter F of Chapter 2252 of the Texas Government Code; (iii) is not identified on a list prepared and maintained under Sections 806.051, 807.051, or 2252.153, Texas Government Code; (iv) does not, nor will not, so long as the Agreement remains in effect, boycott energy companies, as such term is defined in Chapter 809, Texas Government Code; (v) does not, nor will not, so long as the Agreement remains in effect, have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association, as such term is defined in 2274.001(3), Texas Government Code; and (vi) is not (a) owned or controlled by (1) individuals who are citizens of China, Iran, North Korea, Russia or any designated country (as such term is defined in 113.003, Texas Business & Commerce Code); or (2) a company or other entity, including a governmental entity, that is owned or controlled by citizens of or is directly controlled by the government of China, Iran, North Korea, Russia, of any designated country; or (b) headquartered in China, Iran, North Korea, Russia or a designated country. b. Prior to execution of this Agreement by FBGPTRA, the Engineer Consultant will be required to requiredto submit a Texas Ethics Commission Form 1295. Please see this website for details related to this disclosure: xxxxx://xxx.xxxxxx.xxxxx.xx.xx/whatsnew/elf_info_form1295.htm c. In accordance with Section 176.0065, Texas Local Government Code, a list of local government officers of FBGPTRA may be obtained by contacting the FBGPTRA’s records administrator at (000) 000-0000.

Statutory Terms Applicable To State Political Subdivisions. a. Contractor certifies and agrees that it (i) does not, nor will not, so long as the Agreement remains in effect, boycott Israel, as such term is defined in Chapter 808, Texas Government Code, (ii) does not engage in business with Iran, Sudan, or any foreign terrorist organization pursuant to Subchapter F of Chapter 2252 of the Texas Government Code; (iii) is not identified on a list prepared and maintained under Sections 806.051, 807.051, or 2252.153, Texas Government Code; (iv) does not, nor will not, so long as the Agreement remains in effect, boycott energy companies, as such term is defined in Chapter 809, Texas Government Code; (v) does not, nor will not, so long as the Agreement remains in effect, have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association, as such term is defined in 2274.001(3), Texas Government Code; and (vi) is not (a) owned or controlled by (1) individuals who are citizens of China, Iran, North Korea, Russia or any designated country (as such term is defined in 113.003117.003, Texas Business & Commerce Code); or (2) a company or other entity, including a governmental entity, that is owned or controlled by citizens of or is directly controlled by the government of China, Iran, North Korea, Russia, of any designated country; or (b) headquartered in China, Iran, North Korea, Russia or a designated country. b. Prior to execution of this Agreement by FBGPTRAFBCTRA, the Engineer will be required to submit a Texas Ethics Commission Form 1295. Please see this website for details related to this disclosure: xxxxx://xxx.xxxxxx.xxxxx.xx.xx/whatsnew/elf_info_form1295.htm c. In accordance with Section 176.0065, Texas Local Government Code, a list of local government officers of FBGPTRA FBCTRA may be obtained by contacting the FBGPTRA’s FBCTRA's records administrator at (000) 000-0000.

Statutory Terms Applicable To State Political Subdivisions. a. Contractor Engineer certifies and agrees that it (i) does not, nor will not, so long as the Agreement remains in effect, boycott Israel, as such term is defined in Chapter 808, Texas Government Code, (ii) does not engage in business with Iran, Sudan, or any foreign terrorist organization pursuant to Subchapter F of Chapter 2252 of the Texas Government Code; (iii) is not identified on a list prepared and maintained under Sections 806.051, 807.051, or 2252.153, Texas Government Code; (iv) does not, nor will not, so long as the Agreement remains in effect, boycott energy companies, as such term is defined in Chapter 809, Texas Government Code; (v) does not, nor will not, so long as the Agreement remains in effect, have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association, as such term is defined in 2274.001(3), Texas Government Code; and (vi) is not (a) owned or controlled by (1) individuals who are citizens of China, Iran, North Korea, Russia or any designated country (as such term is defined in 113.003, Texas Business & Commerce Code); or (2) a company or other entity, including a governmental entity, that is owned or controlled by citizens of or is directly controlled by the government of China, Iran, North Korea, Russia, of any designated country; or (b) headquartered in China, Iran, North Korea, Russia or a designated country. b. Prior to execution of this Agreement by FBGPTRA, the Engineer will be required to submit a Texas Ethics Commission Form 1295. Please see this website for details related to this disclosure: xxxxx://xxx.xxxxxx.xxxxx.xx.xx/whatsnew/elf_info_form1295.htm c. In accordance with Section 176.0065, Texas Local Government Code, a list of local government officers of FBGPTRA may be obtained by contacting the FBGPTRA’s records administrator at (000) 000-0000.

Statutory Terms Applicable To State Political Subdivisions. a. Contractor certifies and agrees that it (i) does not, nor will not, so long as the Agreement remains in effect, boycott Israel, as such term is defined in Chapter 808, Texas Government Code, (ii) does not engage in business with Iran, Sudan, or any foreign terrorist organization pursuant to Subchapter F of Chapter 2252 of the Texas Government Code; (iii) is not identified on a list prepared and maintained under Sections 806.051, 807.051, or 2252.153, Texas Government Code; (iv) does not, nor will not, so long as the Agreement remains in effect, boycott energy companies, as such term is defined in Chapter 809, Texas Government Code; (v) does not, nor will not, so long as the Agreement remains in effect, have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association, as such term is defined in 2274.001(3), Texas Government Code; and (vi) is not (a) owned or controlled by (1) individuals who are citizens of China, Iran, North Korea, Russia or any designated country (as such term is defined in 113.003117.003, Texas Business & Commerce Code); or (2) a company or other entity, including a governmental entity, that is owned or controlled by citizens of or is directly controlled by the government of China, Iran, North Korea, Russia, of any designated country; or (b) headquartered in China, Iran, North Korea, Russia or a designated country. b. Prior to execution of this Agreement by FBGPTRAFBCTRA, the Engineer will be required to submit a Texas Ethics Commission Form 1295. Please see this website for details related to this disclosure: xxxxx://xxx.xxxxxx.xxxxx.xx.xx/whatsnew/elf_info_form1295.htm c. In accordance with Section 176.0065, Texas Local Government Code, a list of local government officers of FBGPTRA FBCTRA may be obtained by contacting the FBGPTRA’s FBCTRA's records administrator at (000) 000-0000.. Harris County Fee Schedule Labor Rates 10100 Principal, P.E. Hr. 266 Labor Rates 10200 Senior Engineer, P.E. (10 yrs experience) Hr. 218 Labor Rates 10300 Project Engineer, P.E. or Project Geologist, P.G. Hr. 176 Labor Rates 10400 Graduate Engineer, Graduate Geologist or Project Manager Hr. 122 Labor Rates 10500 Technician, NICET IV Hr. 112 Labor Rates 10600 Technician, NICET III, HMA – II Hr. 107 Labor Rates 10700 Technician, NICET II, ACI Construction Inspector, HMA – 1A, Logger or both TxDOT Soil SB-101 and SB-102 Hr. 96 Labor Rates 10750 Technician, ACI Field Grade I and TxDOT Soil SB –102 Hr. 83 Labor Rates 10800 Technician, ACI Field Grade I, TxDOT Soil SB – 101, or SB-102 or HMA – 1B Hr. 69 Labor Rates 10900 Technician (Non-Certified) Hr. 59 Labor Rates 11000 Senior Certified Welding Inspector, SCWI or Non Destructive Tester, ACCP Level III Hr. 138 Labor Rates 11100 Welding Inspector, CWI or Non Destructive Tester, ACCP II Hr. 122 Labor Rates 11200 Associate Welding Inspector XXXX Xx. 80 Labor Rates 11400 Non Destructive Tester, ACCP II with Assistant ( 2 man crew) Hr. 181 Labor Rates 11500 Administrative Assistant and Clerical Support Hr. 75 Labor Rates 15000 Vehicle Charge Hr. 13 Labor Rates 15100 Reimbursable Expenses Cost+10% Labor Rates 15200 Services provided by quotation Cost+10% Aggregates 20100 Sieve Analysis – Coarse Aggregates C136 Ea. 66 Aggregates 20200 Sieve Analysis – Fine Aggregates C136 Ea. 66 Aggregates 20300 Rel. Density & Absorption – Coarse Aggregates C127 Ea. 98 Aggregates 20400 Rel. Density & Absorption – Fine Aggregates C128 Ea. 119 Aggregates 20500 Bulk Density & Voids in Aggregate C29 Ea. 46 Aggregates 20600 Absorption – Coarse Aggregates C127 Ea. 54 Aggregates 20700 Absorption – Fine Aggregates C128 Ea. 54 Aggregates 20800 Finer Than 75-um (No. 200) Sieve C117 Ea. 60 Aggregates 20900 Organic Impurities in Fine Aggregates C40 Ea. 59 Aggregates 21000 L.A Abrasion (Fine and Coarse Aggregate) C131/535 Ea. 251 Aggregates 21100 Clay Lumps and Friable Particles C142 Ea. 67 Aggregates 21200 Lightweight Particles C123 Ea. 320 Aggregates 21300 Sand Equivalent D2419 Ea. 79 Aggregates 21400 Na/Mg Sulfate Soundness of Aggregates (5 Cycles) C88 Ea. 426 Aggregates 21500 Na/Mg Sulfate Soundness of Aggregates (add’l Cycles) C88 Ea. 246 Harris County Fee Schedule Portland Cement Concrete 30050 Mix Design Review None Ea. 533 Portland Cement Concrete 00000 Xxxxxxxxxxx Xxx. Cylinder C39 Ea. 21 Portland Cement Concrete 00000 Xxxxxxxx Xxx. Beam C78 Ea. 33 Portland Cement Concrete 30300 Split Tensile Str.(Incl prep) C496 Ea. 132 Portland Cement Concrete 30400 Time of Set by Penetration C403 Ea. 409 Portland Cement Concrete 30500 Linear Shrinkage & Thermal Coef (Bar) C531 Set 3 395 Portland Cement Concrete 30600 Length Change of Hydraulic-Cement Mortar and Concrete C490/C157 Set 3 156 Portland Cement Concrete 30700 Density of Structural Lightweight Concrete C567 Ea 98 Portland Cement Concrete 30800 Concrete Coring, Minimum Charge C42 Min 639 Portland Cement Concrete 30900 Concrete Coring (4" Diameterto 6" Thickness) C42 Ea. 127 Portland Cement Concrete 31000 Concrete Coring, 4", Additional Thickness (Over 6" to 12") C42 In 12 Portland Cement Concrete 31100 Concrete Coring, Additional Thickness (Over 12") C42 In 15 Portland Cement Concrete 31110 Concrete Coring (6" Diameter to 6" Thickness) C42 Ea. 192 Portland Cement Concrete 31112 Concrete Coring, 6", Additional Thickness (Over 6" to 12") C42 In 18 Portland Cement Concrete 31113 Concrete Coring, 6", Additional Thickness (Over 12") C42 In 24 Portland Cement Concrete 31200 Preparation of Core, Cap & Test C42 Ea. 95 Portland Cement Concrete 31300 Measuring Length of Core C174 Ea. 34 Portland Cement Concrete 31400 Pachometer Survey (Magnetic Induction) None Day 116 Portland Cement Concrete 31500 Probe Penetration Test Equipement (Plus Probes) C803 Day 111 HMAC 40100 Mix Design Review None Ea. 533 HMAC 40200 HMAC Design (In-Place) None Ea. 2780 HMAC 40300 Trial Batch (Up to 5 Points) Excludes Testing None Ea. 1966 HMAC 40400 Additional Points None Ea. 283 HMAC 40500 Extraction/Gradation Tex-210F Ea. 245 HMAC 40600 Specific Gravity D2041 &Tex-201F Ea. 87 HMAC 40700 XXXXX Stability Tex-208F Set 115 HMAC 40800 Bulk Density – Lab Molded or Cores Tex-207F Set 65 HMAC 40900 Bulk Density Core Tex-207F Ea. 62 HMAC 41000 Molding Specimens Tex-206F Set 77 HMAC 41100 Maximum Theoretical Specific Gravity Tex-227F Ea. 110 HMAC 41200 Apparent Specific Gravity Tex-202F Ea. 82 HMAC 41300 Xxxxx Recovery Tex-211F Ea. 394 HMAC 41400 Moisture Susceptibility Tex-531C Ea. 573 Harris County Fee Schedule HMAC 41500 Penetration D5 Ea. 104 HMAC 41600 Ductility D113 Ea. 138 HMAC 41700 Viscocity D2170 Ea. 115 HMAC 41800 Asphalt Coring, Minimum Charge None Min. 639 HMAC 41900 Asphalt Coring (4”Dia. to 6” Thickness) None Ea 113 HMAC 42000 Asphalt Coring (4”Dia. over 6” Thickness) None In 11 HMAC 42150 Asphalt Coring (6”Dia. to 6” Thickness) None Ea. 180 HMAC 42160 Asphalt Coring (6”Dia. over 6” Thickness) None In 16 HMAC 42200 Measuring Thickness of Asphalt D3549 Ea. 27 HMAC 42300 PMA Extraction/Gradation D2172 Ea. 328 HMAC 42400 PMA Extraction/Gradation D6307 Ea. 203 HMAC 42500 Asphalt Content D4125 Ea. 104 HMAC 42600 Molding Superpave Specimens Tex-241-F Set 565 HMAC 42700 Hamburg Wheel Tex-242-F Ea. 1130 Structural Steel 50100 Radiographic Source, Iridium None Day 148 Structural Steel 50200 Radiographic Source, Cobalt 60 None Day 171 Structural Steel 50300 Ultrasonic Equipment E114/E273/E587/E797 Day 110 Structural Steel 50400 Magnetic Particle Inspection E709 Day 44 Structural Steel 50500 Xxxxxxxx-Xxxxxxx Tension Indicator None Day 174 Structural Steel 50600 Torque Wrench None Day 64 Structural Steel 50700 Discontinuity (Holiday) Equipment None Day 115 Structural Steel 50800 Dry Film Thickness Equipment (Xxxxx Gauge) D4138 Day 44 Structural Steel 50900 Dry Film Thickness Equipment (Magnetic) D7091 Day 44 Masonry 60100 Compressive Strength, Mortar Cubes C109 Set 6 169 Masonry 60200 Compressive Strength, Mortar Cubes C109 Ea. 28 Masonry 60300 Compressive Strength, Mortar or Grout Cylinder C780/C39 Ea. 28 Masonry 60400 Compressive Strength, Grout Prism C1019 Set 3 180 Masonry 60500 Measurement, Brick C67 Ea. 71 Masonry 60600 Compressive Strength Test, Brick C67 Ea. 40 Masonry 60700 Flexural Strength Test, Brick C67 Ea. 55 Masonry 60800 Absorption of Brick, 24 hr. C67 Ea. 87 Masonry 60900 Absorption of Brick, 5 hr. C67 Ea. 86 Masonry 61000 Measurement, CMU C140 Ea. 37 Harris County Fee Schedule Masonry 61100 Weight, CMU C140 Ea. 104 Masonry 61200 Moisture Content, CMU C140 Ea. 104 Masonry 61300 Compressive Strength, CMU C140 Ea. 170 Masonry 61400 Compressive Strength, CMU Hollow Prism C1314 Ea. 226 Masonry 61500 Compressive Strength, CMU Grouted Prism C1314 Ea. 339 Fireproofing 70100 Density of SFRM E605 Ea. 46 Fireproofing 70200 Cohesion/Adhesion of SFRM (Equipment only) E736 Ea. 35 Roofing 80400 Compressive Strength of Ltwt. Insulating Concrete C495 Set 4 146 Roofing 80500 Compressive Strength of Ltwt. Insulating Concrete C495 Ea. 38 Roofing 80600 Unit Weight of Ltwt. Insul. Concrete C495 Set 2 66 Soils 90100 Liquid and Plastic Limits D4318 Ea. 76 Soils 90200 Moisture Content of Soils by Mass D2216 Ea. 12 Soils 90300 Moisture Content by Microwave D4643 Ea. 38 Soils 90400 Sieve Analysis D422 Ea. 69 Soils 90500 Sieve Analysis w/ Hydrometer D422/D7928 Ea. 164 Soils 90600 Percent Passing #200 Sieve D1140 Ea. 59 Soils 90700 Specific Gravity D854 Ea. 71 Soils 90800 pH of Soils D4972 Ea. 21 Soils 90900 Unconfined Compressive Strength D2166 Ea. 54 Soils 91100 Unconsolidated-undrained Triaxial Compression D2850 Ea. 77 Soils 91200 One-Dimension Consolidation D2435 Ea. 479 Soils 91300 Consolidation, Additional Increment D2435 Ea. 62 Soils 91400 Dispersive Characteristic by Pinhole Test D4647 Ea. 345 Soils 91500 Dispersive Characteristic by Crumb Test D6572 Ea. 46 Soils 91600 Double Hydrometer D4221 Ea. 266 Soils 91700 Soil Suction – Filter Paper None Ea. 69 Soils 91900 California Bearing Ratio D1883 Ea. 259 Soils 92000 Soil Shrinkage Factors by Mercury Method D427 Ea. 77 Soils 92100 Soil Shrinkage Factors by Wax Method D4943 Ea. 97 Soils 92200 One-Dimensional Swell, Cohesive Soil D4546 Ea. 373 Soils 92300 OMD Standard Compaction D698 Ea. 246 Soils 92400 OMD Modified Compaction D1557 Ea. 263 Soils 92500 Max. & Min. Density – Sand D4253/D4254 Ea. 320 Harris County Fee Schedule Soils 92600 Percent Solids in Lime Slurry None Ea. 52 Soils 92700 Optimum Lime Content – pH Method D6276 Ea. 283 Soils 92800 Optimum Lime Content – PI Method None Ea. 292 Soils 94100 Cement Sand Compressive Strength D1633 Ea. 86 Soils 94200 Cement Content of Soil-Cement D806 Ea. 377 Soils 94300 Sieve Analysis - Base Material C136 Ea. 115 Soils 94400 Compressive Strength Treated Base Tex-120E Ea. 311 Soils 94500 OMD Standard Compaction, Treated D698 Ea. 273 Soils 94600 OMD Modified Compaction, Treated D1557 Ea. 289 Soils 95100 Nuclear Density Gauge D6938 Hr. 13 Slip-Lining and Manhole Repair 100200 Coring and Strength of Gunite Panel C42/C39 Core 147 Subsurface Exploration(Geotechnical 110010 Soil Boring, Intermittent 3-in. dia. (0 to 50’) None Ft 24 Subsurface Exploration(Geotechnical 110020 Soil Boring, Intermittent 3-in. dia. (50’ to 100’) None Ft 27 Subsurface Exploration(Geotechnical 110030 Soil Boring, Continuous 3-in. (0 to 20’) None Ft 27 Subsurface Exploration(Geotechnical 110031 Soil Boring, Continuous 3-in. (20’ to 50’) None Ft 32 Subsurface Exploration(Geotechnical 110032 Soil Boring, Continuous 3-in. (50’ to 100’) None Ft 45 Subsurface Exploration(Geotechnical 110040 Soil Boring over 100’ (Surcharge) None Ft 12 Subsurface Exploration(Geotechnical 110050 Wash Boring None Ft. 15 Subsurface Exploration(Geotechnical 111060 Auger Boring None Ft. 14 Subsurface Exploration(Geotechnical 110070 Undisturbed/Split-Spoon in Wash/Auger None Ea. 48 Subsurface Exploration(Geotechnical 110071 Piezometer Installation None Ft. 26 Subsurface Exploration(Geotechnical 110072 Piezometer Abandonment None Ft. 21 Subsurface Exploration(Geotechnical 110080 Grouting of Completed Boring None Ft. 13 Subsurface Exploration(Geotechnical 110090 ATV Surcharge None Ft. 11 Subsurface Exploration(Geotechnical 110100 Minimum Charge for the Exploration (to be used if charges are less than $1000.00) None LS 1065 Subsurface Exploration(Geotechnical 110110 Mobilization/Demobilization None LS 746 Subsurface Exploration(Geotechnical 110120 TDH Cone Penetration Test None Ea. 33 Subsurface Exploration(Geotechnical 110130 ATV Mobilization Surcharge None LS 266 Subsurface Exploration(Geotechnical 110140 Portable Drilling Rig Operation (Crew of two) None Hr 320 Subsurface Exploration(Geotechnical 110150 Standby (Crew of two) None Hr 320 Subsurface Exploration(Geotechnical 110160 Daily Mobilization (Crew) None Day 565 The Engineer shall furnish certificates of insurance to the FBCTRA evidencing compliance with the insurance requirements hereof. Certificates shall indicate name of the Engineer, name of insurance company, policy number, term of coverage and limits of coverage. The Engineer shall cause its insurance companies to provide the FBCTRA with at least 30 days prior written notice of any cancellation or non-renewal of the insurance coverage required under this Agreement. The Engineer shall obtain such insurance from such companies having a Bests rating of B+/VII or better, licensed or approved to transact business in the State of Texas, and shall obtain such insurance of the following types and minimum limits: