Bear River Administrative Site Well Development UWCNF

SPECIFICATIONS The following specifications are attached. Some sections in the schedule of items refer to other sections not listed and are subsidiary to, or are included in payment for other pay items in this contract. These items are considered incidental, and no additional compensation will be made. SECTION 011250 - MEASUREMENT AND PAYMENT SECTION 011900 - MOBILIZATION SECTION 012500 - UTILITY COMPANY COORDINATION SECTION 013300 - SUBMITTAL PROCEDURES SECTION 014100 - QUALITY CONTROL SECTION 017700 - CLOSEOUT PROCEDURES SECTION 024100 - WASTE MATERIAL DISPOSAL SECTION 024102 - REMOVAL AND DISPOSAL OF STRUCTURES AND OBSTRUCTIONS SECTION 033020 - CONCRETE FROM PACKAGED DRY MIX FOR MINOR STRUCTURES SECTION 133400 - PRECAST CONCRETE UTILITY BUILDING SECTION 133402 - UTILITY BOXES SECTION 221100 - WATER DISTRIBUTION SYSTEMS SECTION 221102 - CURB VALVES AND BOXES SECTION 221103 - PLUMBING APPURTENANCES SECTION 221105 - WATER HYDRANTS SECTION 221120 - SUBMERSIBLE WELL PUMPS SECTION 221140 - UNDERGROUND BORING FOR UTILITY LINES SECTION 260000 - COMMON WORK RESULTS FOR ELECTRICAL SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS SECTION 260533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS SECTION 311000 - CLEARING AND GRUBBING SECTION 312000 - EARTHWORK SECTION 321204 - CRUSHED AGGREGATE BASE OR SURFACE COURSE REVISION HISTORY: 2/2/2010 D. Wewer: Added state options for departments of transportation. 2/18/2014 D. Wewer: Removed reference to “015000 Temporary Facilities” regarding temporary porta potties. This section does not exist in the R4 standards at this time. END OF SECTION C April 2025 USDA FOREST SERVICE, R4 SECTION 011250 - MEASUREMENT AND PAYMENT GENERAL SUMMARY Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items. When more than one class, size, type, thickness, etc. is specified in the Schedule of Items for any pay item, suffixes will be added to the item number to differentiate between the pay items. DETERMINATION OF QUANTITIES The following measurements and calculations shall be used to determine contract quantities for payment. For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified. Measurements for geotextiles, netting and erosion control blankets shall be along slope lines. For excavation or embankment volumes, the average end area method shall be used to compute volumes. However, if in the judgment of the Contracting Officer (CO), the average end area method is impractical, measurement shall be made by volume in hauling vehicles or by other three-dimensional methods. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, piping, utilities, and underdrains, measurements shall be made parallel to the base or foundation upon which the structures are placed. For aggregates weighed for payment, the tonnage shall not be adjusted for moisture content, unless otherwise provided for. For standard manufactured items (such as fence, wire, plates, rolled shapes, pipe conduits) identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to produce the designed sections and to balance earthwork. Such adjustments shall not be considered as "Changes." UNITS OF MEASUREMENT Payment shall be by units defined and determined according to U.S. Standard measure and by the following: Acre: Make longitudinal and transverse measurements for area computations horizontally. 50lb Bag: Measurement will be for the actual number of 50lb bags of standard bentonite grout. 94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout. Cubic Yard (CY): A measurement computed by one of the following methods: Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line. Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material. Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery. Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point. Each (EA): One complete unit, which may consist of one or more parts. Gallons (GAL): The quantity shall be measured by any of the following methods: Measured volume in container. Metered volume by approved metering system. Commercially package volume. Hour (HR): Measurement will be for the actual number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor. Linear Foot (LF): Measurement of work along its length from point-to-point; parallel to the base or foundation. Do not measure overlaps. Lump Sum (LS): One complete …