ESBD_383496_1732738969035_ATTACHMENT A MINIMUM WAGE RATE SCALE.pdf
PDF 3 MB Posted
- Attached to
- ON-CALL SERVICES FOR UTILITY GAS LINE SERVICES
- Solicitation number
- 2025-01
- Issued by
- Van Zandt County, Texas
About this file
This is a Minimum Wage Rate Scale document issued for building construction projects in Harris County, Texas, under General Decision Number TX20240253 dated 04/05/2024, superseding the previous determination TX20230253. The document establishes wage rates for building construction projects excluding single-family homes and apartments up to 4 stories. The wage determination applies to contracts subject to the Davis-Bacon Act, with Executive Order 14026 requiring minimum wages of $17.20 per hour for contracts entered after January 30, 2022, and Executive Order 13658 requiring minimum wages of $12.90 per hour for contracts awarded between January 1, 2015, and January 29, 2022.
The document provides detailed wage rates and fringe benefits for various construction trades, including asbestos workers ($28.35/hour plus $16.02 fringes), boilermakers ($37.00/hour plus $24.64 fringes), carpenters ($25.86/hour plus $9.08 fringes), electricians ($34.50/hour plus $10.41 fringes), and numerous other specialized trades. The determination includes provisions for paid sick leave under Executive Order 13706, requiring contractors to provide 1 hour of paid sick leave for every 30 hours worked, up to 56 hours annually. The document also outlines the wage determination appeals process and provides contact information for the Wage and Hour Division of the U.S. Department of Labor for any disputes or clarifications.
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ATTACHMENT A TO SECTION I
MINIMUM WAGE RATE SCALE
| 3Specification Markup.docx.pdf |
| 1.02 WORK COVERED BY CONTRACT DOCUMENTS |
| 1.03 CONSTRUCTION PHOTOGRAPHS |
| 1.04 WORK SEQUENCE |
| 1.05 CONTRACTOR USE OF PREMISES |
| 1.06 CITY OCCUPANCY |
| 1.07 OTHER CONTRACTS |
| 1.02 RIGHTS-OF-WAY |
| 1.03 PROPERTIES OUTSIDE OF RIGHTS-OF-WAY |
| 1.04 USE OF SITE |
| 1.05 NOTIFICATION TO ADJACENT OCCUPANTS |
| 1.06 PUBLIC, TEMPORARY, AND CONSTRUCTION ROADS AND RAMPS |
| 1.07 EXCAVATION IN STREETS AND DRIVEWAYS |
| 1.08 TRAFFIC CONTROL |
| 1.09 SURFACE RESTORATION |
| 1.02 AUTHORITY |
| 1.03 UNIT QUANTITIES SPECIFIED |
| 1.04 MEASUREMENT OF QUANTITIES |
| 1.05 PAYMENT |
| 1.06 NONCONFORMANCE ASSESSMENT |
| 1.07 NONPAYMENT FOR REJECTED PRODUCTS |
| PART 3 E X E C U T I O N |
| 4.01 WATER LINE INSTALLATION |
| 4.02 VALVES |
| 4.03 TAPPING SLEEVE AND VALVE |
| 4.04 FIRE HYDRANT ASSEMBLY |
| 4.05 REMOVE & SALVAGE EXISTING FIRE HYDRANTS AND VALVES |
| 4.06 WATER SERVICE (SHORT AND LONG) |
| 4.07 WATER METER AND BOX (NEW AND RELOCATION) |
| 4.08 CONNECTION TO EXISTING WATER LINES |
| 4.09 CUT, PLUG AND ABANDON EXISTING WATERLINE |
| 4.10 PAVEMENT REPAIR |
| 4.11 TRENCH SAFETY REQUIREMENTS |
| 4.12 FILTER FABRIC FENCE (WITH OR WITHOUT REINFORCEMENT) |
| 4.13 INLET PROTECTION BARRIERS (INCLUDING STAGE II INLET) |
| 4.14 RESTRAINED PLUGS |
| 4.15 MISCELLANEOUS ALLOWANCE AS DIRECTED BY ENGINEER |
| 4.16 EXTRA CONCRETE (ALL CLASSES) |
| 4.17 WET CONDITION BEDDING |
| 4.18 PIEZOMETERS |
| 4.19 EXTRA CEMENT STABILIZED SAND BACKFILL |
| 4.20 EXTRA BANK SAND BACKFILL |
| 4.21 EXTRA SERVICE TUBING |
| 4.22 SOLID SHEET SHORING ORDERED LEFT IN PLACE |
| 4.23 WELL POINT SYSTEMS |
| 4.24 BRACE, SUPPORT AND PROTECT UTILITY STRUCTURES |
| 4.25 REMOVAL AND REPLACEMENT OF CONCRETE CURB/CURB AND GUTTER/SIDEWALK/DRIVEWAYS |
| 1.02 CUTTING AND PATCHING |
| 1.03 SUBMITTALS |
| 1.04 CONNECTIONS TO EXISTING FACILITIES |
| 1.02 QUALITY ASSURANCE |
| 1.01 SECTION INCLUDES |
| 1.02 UNIT PRICES |
| 1.03 DEFINITIONS |
| 1.04 SUBMITTALS |
| 1.05 REGULATORY REQUIREMENTS |
| PART 3 EXECUTION |
| 3.02 INSPECTION |
| 3.03 FIELD QUALITY CONTROL |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| 1.04 PROJECT CONDITIONS |
| 1.05 DAMAGE ASSESSMENT |
| PART 2 P R O D U C T S |
| 3.01 PROTECTION AND MAINTENANCE OF EXISTING TREES AND SHRUBS |
| 3.02 PROTECTION |
| 3.03 MAINTENANCE OF NEWLY PLANTED TREES |
| 3.04 ARBORIST AND URBAN FORESTER QUALIFICATIONS |
| 1.02 METHOD OF PAYMENT |
| 1.03 DEFINITIONS |
| 1.04 PERFORMANCE REQUIREMENTS |
| 1.05 SUBMITTALS |
| 1.06 ENVIRONMENTAL REQUIREMENTS |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.02 REQUIREMENTS FOR EDUCTOR, WELL POINTS, OR DEEP WELLS |
| 3.03 EXCAVATION DRAINAGE |
| 3.04 MAINTENANCE AND OBSERVATION |
| 3.05 MONITORING AND RECORDING |
| 3.06 SURFACE WATER CONTROL |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| PART 2 PRODUCTS - NOT USED PART 3 EXECUTION |
| 3.02 EXCESS MATERIAL |
| 1.02 UNIT PRICES |
| PART 2 PRODUCT - NOT USED PART 3 EXECUTION |
| 3.02 TOPSOIL PLACEMENT FOR EROSION AND SEDIMENT CONTROL SYSTEMS |
| 3.03 DUST CONTROL |
| 3.04 KEEPING STREETS CLEAN |
| 3.05 EQUIPMENT MAINTENANCE AND REPAIR |
| 3.06 WASTE COLLECTION AND DISPOSAL |
| 3.07 WASHING AREAS |
| 3.08 STORAGE OF CONSTRUCTION MATERIALS AND CHEMICALS |
| 3.09 DEMOLITION AREAS |
| 3.10 SANITARY FACILITIES |
| 3.11 PESTICIDES |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.02 CONSTRUCTION METHODS |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| PART 2 PRODUCTS |
| 2.02 FENCING |
| PART 3 EXECUTION |
| 3.02 CONSTRUCTION METHODS |
| 1.02 SUBMITTALS |
| 1.03 UNIT PRICES |
| 1.04 FLAGMEN |
| PART 2 PRODUCTS |
| 3.01 PUBLIC ROADS |
| 3.02 CONSTRUCTION PARKING CONTROL |
| 3.03 FLARES AND LIGHTS |
| 3.04 HAUL ROUTES |
| 3.05 TRAFFIC SIGNS AND SIGNALS |
| 3.06 BRIDGING TRENCHES AND EXCAVATIONS |
| 3.07 REMOVAL |
| 3.08 MAINTENANCE OF EQUIPMENT AND MATERIAL |
| 1.02 UNIT PRICES |
| PART 2 PRODUCTS |
| 2.02 POST |
| 2.03 FABRIC MESH |
| 2.04 ATTACHMENT |
| 2.05 ALTERNATES |
| PART 3 EXECUTION |
| 3.02 CONSTRUCTION METHODS |
| END OF SECTION |
| 1.02 UNIT PRICES |
| PART 2 PRODUCTS |
| 2.02 GEOTEXTILE FABRIC |
| PART 3 EXECUTION |
| 1.02 UNIT PRICES |
| 1.03 REGULATORY REQUIREMENTS |
| PART 3 EXECUTION |
| 3.02 PROTECTION |
| 3.03 REMOVALS |
| 3.04 DISPOSAL |
| 1.02 UNIT PRICES |
| 1.03 DEFINITIONS |
| 1.04 SCHEDULING |
| 1.05 SUBMITTALS |
| 1.06 TESTS |
| 1.07 PROTECTION |
| 1.08 SPECIAL SHORING DESIGN REQUIREMENTS |
| PART 2 PRODUCTS |
| 2.02 MATERIAL CLASSIFICATIONS |
| PART 3 EXECUTION |
| 3.02 PREPARATION |
| 3.03 EXCAVATION |
| 3.04 HANDLING EXCAVATED MATERIALS |
| 3.05 GROUND WATER CONTROL |
| 3.06 TRENCH FOUNDATION |
| 3.07 PIPE EMBEDMENT PLACEMENT AND COMPACTION |
| 3.08 TRENCH ZONE BACKFILL PLACEMENT AND COMPACTION |
| 3.09 MANHOLES, JUNCTION BOXES AND OTHER PIPELINE STRUCTURES |
| 3.10 FIELD QUALITY CONTROL |
| 3.11 DISPOSAL OF EXCESS MATERIAL |
| 3.12 POTENTIAL OBSTRUCTION INVESTIGATION |
| END OF SECTION |
| SECTION 02229 UTILITY BACKFILL MATERIALS |
| 1.01 SECTION INCLUDES |
| 1.02 UNIT PRICES |
| 1.03 DEFINITIONS |
| 1.04 SUBMITTALS |
| 1.05 TESTS |
| 2.01 MATERIAL CLASSIFICATIONS |
| 2.02 PRODUCT DESCRIPTIONS |
| PART 3 EXECUTION |
| 3.02 MATERIAL HANDLING |
| 3.03 MATERIAL QUALITY CONTROL |
| 1.01 SECTION INCLUDES |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| 1.04 DESIGN REQUIREMENTS |
| 2.01 MATERIALS |
| 2.02 MIXING MATERIALS |
| 3.01 PLACING |
| 3.02 FIELD QUALITY CONTROL |
| 3.03 ACCEPTANCE |
| 3.04 ADJUSTMENT FOR DEFICIENT STRENGTH |
| END OF SECTION |
| SECTION 02317 AUGERING PIPE FOR WATER LINES |
| 1.01 SECTION INCLUDES |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| 1.04 CONTRACTOR QUALIFICATIONS |
| 1.05 DEFINITIONS |
| 1.06 REGULATORY REQUIREMENTS |
| 2.01 MATERIALS |
| 3.01 GENERAL |
| 3.02 PREPARATION |
| 3.03 TRAFFIC CONTROL |
| 3.04 PITS |
| 3.05 SLURRY AUGER |
| 3.06 DRY AUGER (JACKING) |
| 3.07 SPACER INSTALLATION |
| 3.08 CLEANUP |
| 3.09 FILLING ANNULAR SPACE |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| 1.04 HANDLING AND STORAGE |
| 2.01 MATERIALS |
| 2.02 EQUIPMENT |
| 2.03 MIXING |
| PART 3 EXECUTION |
| 3.02 PREPARATION |
| 3.03 EQUIPMENT |
| 3.04 FORMS |
| 3.05 REINFORCING STEEL AND JOINT ASSEMBLIES |
| 3.06 PLACEMENT |
| 3.07 COMPACTION |
| 3.08 FINISHING |
| 3.09 JOINTS AND JOINT SEALING |
| 3.10 CONCRETE CURING |
| 3.11 TOLERANCES |
| 3.12 FIELD QUALITY CONTROL |
| 3.13 NONCONFORMING PAVEMENT |
| 3.14 UNIT PRICE ADJUSTMENT |
| 3.15 PAVEMENT MARKINGS |
| 3.16 PROTECTION |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| 2.01 MATERIALS |
| PART 3 EXECUTION |
| 3.02 CONSTRUCTION JOINTS |
| 3.03 EXPANSION JOINTS |
| 3.04 CONTRACTION JOINTS |
| 3.05 LONGITUDINAL WEAKENED PLANE JOINTS |
| 3.06 SAWED JOINTS |
| 3.07 JOINTS FOR CURB, CURB AND GUTTER |
| 3.08 JOINTS FOR CONCRETE SIDEWALKS |
| 3.09 JOINTS FOR CONCRETE DRIVEWAYS |
| 3.10 JOINT SEALING |
| 3.11 PROTECTION |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| PART 2 PRODUCTS |
| 2.02 LIQUID MEMBRANE-FORMING COMPOUNDS |
| PART 3 EXECUTION |
| 3.02 POLYETHYLENE FILM CURING |
| 3.03 WATERPROOFED PAPER CURING |
| 3.04 COTTON MAT CURING |
| 3.05 LIQUID MEMBRANE-FORMING COMPOUNDS |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| PART 2 PRODUCTS |
| 3.01 REPLACEMENT |
| 3.02 PREPARATION |
| 3.03 PLACEMENT |
| 3.04 CURING |
| 3.05 PROTECTION |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| PART 2 PRODUCTS |
| 3.01 PREPARATION |
| 3.02 PLACEMENT |
| 3.03 JOINTS |
| 3.04 CONCRETE CURING |
| 3.05 PROTECTION |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.02 PLACEMENT |
| 3.03 MANUAL FINISHING |
| 3.04 MECHANICAL FINISHING |
| 3.05 CURING |
| 3.06 TOLERANCES |
| 3.07 PROTECTION |
| END OF SECTION |
| 1.02 UNIT PRICES |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.02 PREPARATION |
| 3.03 GENERAL |
| 3.04 PLACEMENT |
| 3.05 OPENING TO TRAFFIC |
| 3.06 FIELD QUALITY CONTROL |
| 1.02 UNIT PRICES |
| 1.03 NONCONFORMING PAVEMENT |
| 1.04 UNIT PRICE ADJUSTMENT |
| 1.05 SUBMITTALS |
| 2.01 SUBGRADE |
| 2.02 BASE COURSE MATERIALS |
| 2.03 ASPHALTIC CONCRETE |
| MC-30 MC-70 |
| 2.04 PORTLAND CEMENT CONCRETE PAVING MATERIALS |
| 2.05 JOINT MATERIALS |
| 2.06 SIDEWALK AND DRIVEWAY MATERIALS |
| PART 3 EXECUTION |
| 3.02 SUBGRADE |
| 3.03 BASE COURSE |
| 3.04 ASPHALTIC CONCRETE PAVEMENT |
| 3.05 PORTLAND CEMENT CONCRETE PAVING |
| 3.06 PAVEMENT MARKINGS |
| 3.07 SIDEWALKS AND DRIVEWAYS |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| PART 2 PRODUCTS |
| 2.02 BEARING SURFACES |
| 2.03 SPECIAL FRAMES AND COVERS |
| 2.04 FABRICATED RING GRATES |
| 3.01 INSTALLATION |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| PART 2 PRODUCTS |
| 2.02 METER BOXES |
| 2.03 METER VAULTS |
| PART 3 EXECUTION |
| 3.02 VALVE BOXES |
| 3.03 METER BOXES |
| 3.04 METER VAULTS |
| 3.05 FRAME AND COVER FOR METER VAULTS |
| 3.06 BACKFILL |
| 1.02 UNIT PRICES |
| 2.01 CONCRETE MATERIALS |
| 2.02 CAST IRON ADJUSTING RINGS |
| 2.03 PIPING MATERIALS |
| PART 3 EXECUTION |
| 3.02 ESTABLISHING GRADE |
| 3.03 ADJUSTING MANHOLES AND INLETS |
| 3.04 ADJUSTING VALVE BOXES |
| 3.05 BACKFILL AND GRADING |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| 1.04 QUALITY CONTROL |
| PART 2 PRODUCTS |
| 2.02 JOINTS |
| 2.03 GASKETS: |
| 2.04 FITTINGS |
| 2.05 COATINGS AND LININGS |
| 2.06 MANUFACTURERS |
| PART 3 EXECUTION |
| 3.02 GRADE |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| 1.04 QUALITY CONTROL |
| PART 2 PRODUCTS |
| 2.02 EXTERNAL COATING SYSTEMS FOR BURIED STEEL PIPE |
| 2.03 EXTERNAL COATING SYSTEM FOR STEEL PIPE IN TUNNEL, CASING OR AUGER HOLES |
| 2.04 EXTERNAL COATING SYSTEM FOR STEEL PIPE INSTALLED ABOVEGROUND (OR EXPOSED) |
| 2.05 INTERNAL LINING SYSTEMS FOR STEEL PIPE |
| 2.06 MORTAR FOR EXTERIOR JOINTS |
| PART 3 EXECUTION |
| 3.02 EXTERNAL COATING SYSTEM FOR BURIED STEEL PIPE |
| 3.03 EXTERNAL COATING SYSTEM FOR STEEL PIPE INSTALLED ABOVEGROUND, IN VAULTS, TUNNELS OR CASINGS, AND INTERNAL LINING FOR ALL INSTALLATIONS |
| 3.04 INSPECTION |
| 3.05 COATINGS AND LININGS INSPECTION |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| 1.04 QUALITY CONTROL |
| PART 2 PRODUCTS |
| 2.02 WATER SERVICE PIPE |
| 2.03 BENDS AND FITTINGS FOR PVC PRESSURE PIPE |
| 2.04 GRAVITY SANITARY SEWER PIPE |
| 2.05 SANITARY SEWER FORCE MAIN PIPE |
| PART 3 EXECUTION |
| 3.02 INSTALLATION |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| 1.04 QUALITY CONTROL |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.02 INSTALLATION |
| 1.02 UNIT PRICES |
| 1.03 SAFETY |
| 1.04 SUBMITTALS |
| PART 2 PRODUCTS |
| 2.02 REPAIR AND/OR TOUCHUP MATERIAL |
| 2.03 PACKAGING AND LABELING |
| 2.04 DELIVERY, STORAGE AND HANDLING |
| PART 3 EXECUTION |
| 3.02 THICKNESS |
| 3.03 FACTORY APPLICATION OF POLYURETHANE COATING |
| 3.04 JOINTS |
| 3.05 INSPECTION |
| 3.06 PIPE INSTALLATION |
| 3.07 REPAIR AND FIELD TOUCHUP |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| 1.04 QUALITY CONTROL |
| PART 2 P R O D U C T S |
| 3.01 EARTHWORK |
| 3.02 SETTING VALVES AND VALVE BOXES |
| 3.03 DISINFECTION AND TESTING |
| 3.04 PAINTING OF VALVES |
| 3.05 OPERATION |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| 2.01 HYDRANT MATERIALS |
| 2.02 HYDRANT PERFORMANCE STANDARDS |
| 2.03 LEADS |
| PART 3 EXECUTION |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| PART 2 PRODUCTS |
| 3.01 GENERAL |
| 3.02 HANDLING, CLEANING AND INSPECTION |
| 3.03 EARTHWORK |
| 3.04 PIPE CUTTING |
| 3.05 PIPING INSTALLATION |
| 3.06 JOINTS AND JOINTING |
| 3.07 SECURING, SUPPORTING AND ANCHORING |
| 3.08 THRUST RESTRAINT |
| 3.09 POLYETHYLENE WRAP |
| 3.10 CLEANUP, RESTORATION AND PAYMENT |
| 3.11 CLEANING PIPING SYSTEMS |
| 3.12 DISINFECTION OF WATERLINES |
| 3.13 FIELD HYDROSTATIC TESTS |
| 1.01 SECTION INCLUDES |
| 1.02 UNIT PRICES |
| 1.03 DEFINITIONS |
| PART 2 P R O D U C T S |
| 3.01 GENERAL |
| 3.02 CURB STOP INSTALLATION |
| 3.03 SEQUENCE OF OPERATIONS |
| 1.02 UNIT PRICES |
| 1.03 DEFINITIONS |
| PART 2 PRODUCTS |
| 3.01 GENERAL |
| 3.02 2-INCH WET CONNECTIONS |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| 2.01 MATERIALS |
| 3.01 GENERAL |
| 1.02 UNIT PRICES |
| PART 2 PRODUCTS - NOT USED PART 3 EXECUTION |
| 3.02 PREPARATION |
| 3.03 DISINFECTION |
| 3.04 BACTERIOLOGICAL TESTING |
| 3.05 COMPLETION |
| END OF SECTION |
| 1.01 SECTION INCLUDES |
| 1.02 UNIT PRICES |
| 3.02 PREPARATION |
| 3.03 TEST PROCEDURES |
| 3.04 ALLOWABLE LEAKAGE FOR WATER MAINS |
| 3.05 CORRECTION FOR FAILED TESTS |
| 3.06 COMPLETION |
| 1.02 UNIT PRICES |
| 1.03 SUBMITTALS |
| 1.04 QUALITY ASSURANCE |
| 1.05 PRODUCT DELIVERY, STORAGE AND HANDLING |
| PART 2 PRODUCTS |
| 2.02 PIPE MATERIAL SCHEDULE |
| 2.03 APPURTENANCES |
| 2.04 BEDDING, BACKFILL, AND TOPSOIL MATERIAL |
| 3.01 PREPARATION |
| 3.02 DIVERSION PUMPING |
| 3.03 EXCAVATION |
| 3.04 PIPE INSTALLATION BY OPEN CUT |
| 3.05 PIPE INSTALLATION OTHER THAN OPEN CUT |
| 3.06 INSTALLATION OF APPURTENANCES |
| 3.07 INSPECTION AND TESTING |
| 3.08 BACKFILL AND SITE CLEANUP |
| 1.02 UNIT PRICES |
| 1.03 PERFORMANCE REQUIREMENTS |
| 1.04 SUBMITTALS |
| 1.05 GRAVITY SANITARY SEWER QUALITY ASSURANCE |
| 1.06 SEQUENCING AND SCHEDULING |
| PART 2 PRODUCTS |
| 2.02 EXFILTRATION TEST |
| 2.03 INFILTRATION TEST |
| 2.04 LOW PRESSURE AIR TEST |
| 2.05 GROUND WATER DETERMINATION |
| 2.06 SMOKE TESTING |
| PART 3 EXECUTION |
| 3.02 VISUAL INSPECTION OF GRAVITY SANITARY SEWERS |
| 3.03 MANDREL TESTING FOR GRAVITY SANITARY SEWERS |
| 3.04 LEAKAGE TESTING FOR GRAVITY SANITARY SEWERS |
| 3.05 TEST CRITERIA TABLES |
| 3.06 LEAKAGE TESTING FOR MANHOLES |
| 3.07 SMOKE TEST PROCEDURE FOR POINT REPAIRS |
| END OF SECTION |
| 3Exhibit C - Task Order Agreement.doc.pdf |
| END OF SECTION |
| TASK ORDER AGREEMENT NO.__________________ |
| This Task Order Agreement No. __ ( this “Task Order Agreement”) attached to and made part of the Agreement dated the _______ day of ________________in the year 2024 by and between The City of Waller, Texas, hereinafter called CITY and ________________... |
| 1. Task Order Work: CONTRACTOR shall provide for the OWNER the following Task Order Work: |
| 1.1 (insert scope of services here) |
| 2. Task Order Duration: CONTRACTOR shall complete the Task Order Work within _____ calendar days commencing on the first day following the Effective Date of this Task Order Agreement (the “Task Order Duration”). |
| 3. Compensation: Compensation for CONTRACTOR’S services shall be based on agreed Unit Prices in the Bid Form. Total Estimated Task Order No. ____ $ _________________________ |
| CONTRACTOR’S compensation will be based on actual quantities and measurements supplied or placed in the field and accepted by CITY. |
| 4. Terms and Conditions: The terms and conditions of the Master Service Agreement referred to above shall apply to this Task Order Agreement except to the extent expressly modified herein. In the event of any such modification the modification shall b... |
| 4.1 (insert modifications here) |
| 5. Terms or Provisions in Conflict: If the provisions set forth in the Agreement are in conflict with the provisions set forth in this Task Order Agreement the provisions of this Task Order Agreement shall govern. |
| Acceptance of the terms of this Task Order Agreement is acknowledged by the following authorized signatures of the parties of the Agreement. The parties hereto have signed this Task Order Agreement in triplicate. One copy each has been delivered to OW... |
| This Task Order Agreement shall become effective on ______________________, 2024 |
| City of Waller, Texas, Owner _________________, Contractor |
| By: ____________________________ By: ________________________ |
| Title: ___________________________ Title: _______________________ |
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