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. DocuSign Envelope ID: 92042E15-24A8-4715-A668-00F8B487D7CE WORK AUTHORIZATION D-1‌ WORK AUTHORIZATION NO. CONTRACT FOR ENGINEERING SERVICES THIS WORK AUTHORIZATION is made pursuant to the terms and conditions of Article 5 of Engineering Contract No. (the Contract) entered into by and between the State of Texas, acting by and through the Texas Department of Transportation (the State), and (the Engineer).
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 Specified Rate / Unit Cost Contract No. 14-6SDP5012 PS No. 5145 Supplemental Agreement Xx. 0 Xxxxxxx: XX 00 Xxxx XX 130 to SH 21 County: Xxxxxx and Bastrop FC 102 - Feasibility Studies CSJ 0000-00-000 XX 00 xx Xxxx Xx. CSJ 0000-00-000 Prime provider: Bridgefarmer & Associates, Inc. XX 00 xx Xxxxxx Xx. CSJ 0000-00-000 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...
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- DocuSign Envelope ID: B951F3F6-E6BB-4D9E-AFCF-6ACF0EF5B3D9 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. The Engineer shall: • 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. • Coordinate with utility owner inspectors as may be required by law or utility owner policy. • 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. • Measure and record the following data on an appropriately formatted test hole data sheet that has been sealed and dated by the Engineer: o Elevation of top and bottom of utility tied to the datum of the furnished plan. o Identify a minimum of two benchmarks utilized. Elevations shall be within an accuracy of 15mm (.591 inches) of utilized benchmarks. o Elevation of existing grade over utility at test hole location. o Horizontal location referenced to project coordinate datum. o Outside diameter of pipe or width of duct banks and configuration of non-encased multi- conduit systems. o Utility facility material(s). o Utility facility condition. o Pavement thickness and type. o Coating/Wrapping information and condition. o Unusual circumstances or field conditions. • 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. • 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 b...
Sample 1

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