Fee Calculation and Collection. The assessment fee will be deducted from the amount due the Contractor on the monthly construction estimate, and thus retained by the Department. The Engineer will determine the time of overlap of lane closure(s) or obstruction(s) for calculating the assessment fee. The assessment fee is based on road user costs and is assessed not as a penalty, but for added expense incurred by the traveling public. 506-002 Special Provision to Item 506 Temporary Erosion, Sedimentation, and Environmental Controls For this project, Item 506, “Temporary Erosion, Sedimentation, and Environmental Controls,” of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 506.1., “Description,” is voided and replaced by the following: Install, maintain, and remove erosion, sedimentation, and environmental control measures to prevent or reduce the discharge of pollutants in accordance with the Storm Water Pollution Prevention Plan (SWP3) or as directed. Ensure the installation and maintenance of control measures is performed in accordance with the manufacturer's or designer's specifications. Erosion and sediment control devices must be selected from the “Erosion Control Approved Products” or “Sediment Control Approved Products” lists. Perform work in a manner to prevent degradation of receiving waters, facilitate project construction, and comply with applicable federal, state, and local regulations. Article 506.3., “Qualifications, Training, and Employee Requirements,” is voided and not replaced. Section 506.4.1., “Contractor Responsibilities,” Section 506.4.2., “Implementation,” and Section 506.4.3., “General,” are voided and replaced by the following:
Fee Calculation and Collection. The assessment fee will be deducted from the amount due the Contractor on the monthly construction estimate, and thus retained by the Department. The Engineer will determine the time of overlap of lane closure(s) or obstruction(s) for calculating the assessment fee. The assessment fee is based on road user costs and is assessed not as a penalty, but for added expense incurred by the traveling public. 008-023 Special Provision to Item 8 Prosecution and Progress Item 8, “Prosecution and Progress” of the Standard Specifications is amended with respect to the clauses cited below. No other clauses or requirements of this Item are waived or changed.
Fee Calculation and Collection. The assessment fee will be deducted from the amount due the Contractor on the monthly construction estimate, and thus retained by the Department. The Engineer will determine the time of overlap of lane closure(s) or obstruction(s) for calculating the assessment fee. The assessment fee is based on road user costs and is assessed not as a penalty, but for added expense incurred by the traveling public. 300-009 Special Provision to Item 300 Asphalts, Oils, and Emulsions Item 300, “Asphalts, Oils, and Emulsions,” of the Standard Specifications is amended with respect to the clauses cited below. No other clauses or requirements of this Item are waived or changed.
Fee Calculation and Collection. The assessment fee will be deducted from the amount due the Contractor on the monthly construction estimate, and thus retained by the Department. The Engineer will determine the time of overlap of lane closure(s) or obstruction(s) for calculating the assessment fee. The assessment fee is based on road user costs and is assessed not as a penalty, but for added expense incurred by the traveling public. THE STATE OF TEXAS THE COUNTY OF XXXXXX CONTRACT NO. 02161201 CONTROL 0000-00-000 PROJECT RMC - 629626001 HIGHWAY SL0008 COUNTY XXXXXX HIGHWAY MAINTENANCE IMPROVEMENT CONTRACT This agreement is made by and between the State of Texas, represented by the Executive Director, Texas Department of Transportation, party of the first part, and BIO LANDSCAPE & MAINTENANCE, INC. , its executors, administrators, heirs, successors or assigns, the Contractor, party of the second part.
Fee Calculation and Collection. The assessment fee will be deducted from the amount due to the Contractor on the monthly construction estimate, and thus retained by the Department. The Engineer will determine the time of overlap of lane closures or obstructions for calculating the assessment fee. The assessment fee is based on road user costs and is assessed not as a penalty, but for added expense incurred by the traveling public.
Fee Calculation and Collection. The assessment fee will be deducted from the amount due the Contractor on the monthly construction estimate, and thus retained by the Department. The Engineer will determine the time of overlap of lane closure(s) or obstruction(s) for calculating the assessment fee. The assessment fee is based on road user costs and is assessed not as a penalty, but for added expense incurred by the traveling public. 421-002 Special Provision to Item 421 Hydraulic Cement Concrete Item 421, “Hydraulic Cement Concrete” of the Standard Specifications is amended with respect to the clauses cited below. No other clauses or requirements of this Item are waived or changed. Article 421.4.2, “Mix Design Proportioning,” Table 8 is voided and replaced by the following. Table 8 Concrete Classes Class of Concrete Design Strength,1 Min f′c (psi) Max w/cm Ratio Coarse Aggregate Grades2,3,4 Cement Types Mix Design Options Exceptions to Mix Design Options General Usage5 A 3,000 0.60 1–4, 8 I, II, I/II, IL, IP, IS, IT, X 0, 0, 0, & 0 Xxxx the cementitious material content does not exceed 520 lb./cu. yd., Class C fly ash may be used instead of Class F fly ash. Curb, gutter, curb & gutter, conc. retards, sidewalks, driveways, back-up walls, anchors, non- reinforced drilled shafts B 2,000 0.60 2–7 Riprap, traffic signal controller foundations, small roadside signs, and anchors C6 3,600 0.45 1–6 I, II, I/II, IP, IS, IT7, V 1–8 Drilled shafts, bridge substructure, bridge railing, culverts except top slab of direct traffic culverts, headwalls, wing walls, inlets, manholes, concrete traffic barrier E 3,000 0.50 2–5 I, II, I/II, IL, IP, IS, IT7, V 1–8 When the cementitious material content does not exceed 520 lb./cu. yd., Class C fly ash may be used instead of Class F fly ash. Seal concrete F6 Note8 0.45 2–5 I, II, I/II, IP, IS, IT7, V Railroad structures; occasionally for bridge piers, columns, or xxxxx X0 Xxxx0 0.45 3–6 I, II, I/II, III, IP, IS, IT7, V 1–5 Do not use Type III cement in mass placement concrete. Up to 20% of blended cement may be replaced with listed SCMs when Option 4 is used for precast concrete. Precast concrete, post-tension members S6 4,000 0.45 2–5 I, II, I/II, IP, IS, IT7, V 1–8 Bridge slabs, top slabs of direct traffic culverts, approach slabs P See Item 360, “Concrete Pavement.” 0.50 2–3 I, II, I/II, IL, IP, IS, IT, V 1–8 When the cementitious material content does not exceed 520 lb./cu. yd., Class C fly ash may be used instead of Class F fly ash. Concrete pavement CO6 4,...
