Subsurface Utility Locate (Test Hole) Service (Quality Sample Clauses

Subsurface Utility Locate (Test Hole) Service (Quality. Level A), Locate means to obtain precise horizontal and vertical position, material type, condition, size and other data that may be obtainable about the utility facility and its surrounding environment through exposure by non-destructive excavation techniques that ensures the integrity of the utility facility. Subsurface Utility Locate (Test Hole) Services (Quality Level A) are inclusive of Quality Levels B, C, and D.
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Subsurface Utility Locate (Test Hole) Service (Quality. Level A), Locate means to obtain precise horizontal and vertical position, material type, condition, size and other data that may be obtainable about the utility facility and its surrounding environment through exposure by non-destructive excavation techniques that ensures the integrity of the utility facility. Subsurface Utility Locate (Test Hole) Services (Quality Level A) are inclusive of Quality Levels B, C, and D. 2.3.1. The Engineer shall: a. Review requested test hole locations and advise the State in the development of an appropriate locate (test hole) work plan relative to the existing utility infrastructure and proposed highway design elements. b. Coordinate with utility owner inspectors as may be required by law or utility owner policy. c. Neatly cut and remove existing pavement material.
Sample 1
Subsurface Utility Locate (Test Hole) Service (Quality. Level A), Locate means to obtain precise horizontal and vertical position, material type, condition, size and other data that may be obtainable about the utility facility and its surrounding environment through exposure by non- destructive excavation techniques that ensures the integrity of the utility facility. Subsurface Utility Locate (Test Hole) Services (Quality Level A) are inclusive of Quality Levels B, C, and D. DocuSign Envelope ID: 42ECC69B-64C3-4621-9214-20168E4A84D1 DocuSign Envelope ID: B69B2DC7-37F2-4E8D-9965-877530AE3FD9‌ Prime Provider : Bridgefarmer Associates, Inc. Attachment E-2 Fee Schedule SH 71 at Xxxxxx Xxxx Ln. CSJ 0000-00-000 XX 00 xx Xxxx Xxxx Rd. CSJ 0000-00-000 SH 71 at FM 1209 CSJ 0000-00-000 CSJ 0000-00-000 CSJ 0000-00-000 CSJ 0000-00-000 CSJ 0000-00-000 CSJ 0000-00-000 CSJ 0000-00-000 Original Contract SA01 SA02 Totals FC 102 $ 422,322.70 $ 422,322.70 121,552.36 $41,390.40 $ 585,265.46 FC 102 ODE $ 13,881.25 $ 13,881.25 (31.13) ($4,990.45) $ 8,859.67 FC 110 $ 213,450.50 $ 213,450.50 $ 213,450.50 $ 426,755.20 $ 213,450.50 $ 1,280,557.20 (121,490.43) $50,120.56 $ 1,209,187.33 FC 110 ODE $ 2,776.25 $ 2,776.25 $ 2,776.25 $ 2,776.25 $ 2,776.25 $ 13,881.25 (31.13) ($8,306.40) $ 5,543.72 FC 120 $ 31,458.11 $ 31,140.91 $ 31,458.11 $ 63,836.44 $ 31,299.52 $ 189,193.09 (70,367.52) $30,338.28 $ 149,163.85 Bridgefarmer & FC 130 $ 7,200.75 $ 6,011.20 $ 6,011.20 $ 11,324.57 $ 6,011.20 $ 36,558.92 0.00 $15,353.20 $ 51,912.12 FC 145 $ 12,821.84 $ 12,821.84 $ 12,821.84 $ 25,805.47 $ 12,675.92 $ 76,946.91 0.00 $48,343.60 $ 125,290.51 Associates, Inc. FC 150 $ 1,589.23 $ 1,589.23 $ 1,589.23 $ 3,638.35 $ 1,589.23 $ 9,995.27 3,092.83 $0.00 $ 13,088.10 FC 161 $ 22,779.21 $ 22,779.21 $ 22,779.21 $ 44,743.18 $ 22,779.21 $ 135,860.02 0.00 $0.00 $ 135,860.02 FC 163 $ 2,940.59 $ 2,940.59 $ 2,940.59 $ 7,150.00 $ 2,940.59 $ 18,912.36 2,537.80 $0.00 $ 21,450.16 Total Labor Cost $ 422,322.70 $ 292,240.23 $ 290,733.48 $ 291,050.68 $ 583,253.21 $ 290,746.17 $ 2,170,346.47 (64,737.23) $185,546.04 $ 2,305,620.93 Other Direct Expenses $ 13,881.25 $ 2,776.25 $ 2,776.25 $ 2,776.25 $ 2,776.25 $ 2,776.25 $ 27,762.50 0.00 ($13,296.85) FC 102 $ 21,641.39 $ 21,641.39 690.56 $0.00 $ 22,331.95 Alliance-Texas FC 102 ODE $ 23,239.50 $ 23,239.50 0.00 ($6,140.00) $ 17,099.50 FC 110 $ 58,887.65 $ 58,887.65 $ 58,887.65 $ 138,851.94 $ 58,887.65 $ 374,402.54 (690.56) $0.00 $ 373,711.98 FC 110 ODE $ 374.45 $ 374.45 $ 374.45 $ 374.45 $ 374.45 $ 1,872.25 0.00 $0.00 $ 1,872.25 Tran...
Sample 1
Subsurface Utility Locate (Test Hole) Service (Quality. Level A), Locate means to obtain precise horizontal and vertical position, material type, condition, size and other data that may be obtainable about the utility facility and its surrounding environment through exposure by non- destructive excavation techniques that ensures the integrity of the utility facility. Subsurface Utility Locate (Test Hole) Services (Quality Level A) are inclusive of Quality Levels B, C, and D. DocuSign Envelope ID: 92042E15-24A8-4715-A668-00F8B487D7CE WORK AUTHORIZATION D-1‌ WORK AUTHORIZATION NO. CONTRACT FOR ENGINEERING SERVICES PART I. The Engineer will perform engineering services generally described as in accordance with the project description attached hereto and made a part of this Work Authorization. The responsibilities of the State and the Engineer as well as the work schedule are further detailed in exhibits A, B and C which are attached hereto and made a part of the Work Authorization. PART II. The maximum amount payable under this Work Authorization is $ and the method of payment is as set forth in Attachment E of the Contract. This amount is based upon fees set forth in Attachment E, Fee Schedule, of the Contract and the Engineer’s estimated Work Authorization costs included in Exhibit D, Fee Schedule, which is attached and made a part of this Work Authorization. PART III. Payment to the Engineer for the services established under this Work Authorization shall be made in accordance with Articles 3 thru 5 of the contract, and Attachment A, Article 1. PART IV. This Work Authorization shall become effective on the date of final acceptance of the parties hereto and shall terminate on , unless extended by a supplemental Work Authorization as provided in Attachment A, Article 1. PART V. This Work Authorization does not waive the parties' responsibilities and obligations provided under the Contract.
Sample 1
Subsurface Utility Locate (Test Hole) Service (Quality. Level A) a. Review requested test hole locations and advise the State in the development of an appropriate locate (test hole) work plan relative to the existing utility infrastructure and proposed highway design elements. b. Coordinate with utility owner inspectors as may be required by law or utility owner policy. c. Neatly cut and remove existing pavement material, such that the cut not to exceed 0.10 square meters (1.076 square feet) unless unusual circumstances exist. d. Measure and record the following data on an appropriately formatted test hole data sheet that has been sealed and dated by the Engineer: i. Elevation of top and/or bottom of utility tied to the datum of the furnished plan. DocuSign Envelope ID: DE976FF4-2D56-4B5B-B430-D8ABBAC3EC05 ii. Identify a minimum of two benchmarks utilized. Elevations shall be within an accuracy of 15mm (.591 inches) of utilized benchmarks. iii. Elevation of existing grade over utility at test hole location. iv. Horizontal location referenced to project coordinate datum. v. Outside diameter of pipe or width of duct banks and configuration of non-encased multi-conduit systems. vi. Utility facility material(s). vii. Utility facility condition. viii. Pavement thickness and type. ix. Coating/Wrapping information and condition. x. Unusual circumstances or field conditions. e. Excavate test holes in such a manner as to prevent any damage to wrappings, coatings, cathodic protection or other protective coverings and features. Water excavation can only be utilized with written approval from the appropriate State District Office. f. Be responsible for any damage to the utility during the locating process. In the event of damage, the Engineer shall stop work, notify the appropriate utility facility owner, the State and appropriate regulatory agencies. The regulatory agencies include, but are not limited to the Railroad Commission of Texas and the Texas Commission on Environmental Quality. The Engineer shall not resume work until the utility facility owner has determined the corrective action to be taken. The Engineer shall be liable for all costs involved in the repair or replacement of the utility facility. g. Back fill all excavations with appropriate material, compact backfill by mechanical means, and restore pavement and surface material. The Engineer shall be responsible for the integrity of the backfill and surface restoration for a period of three years. Install a marker ribbon throughout the backfill. h. Furnish an...
Sample 1

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