2. SOW.pdf

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

Bridgeport Warehouse Snow Damage Repair and Mitigation

1.1 SCOPE OF CONTRACT

A. This project includes the construction of a new snow canopy aside the Bridgeport Warehouse. Work also includes repairs to damaged roof panels, replacing a section of siding, replacement of vents and flashing that were damaged from snow and ice buildup. Work also includes the removal and replacement of the roof and wall insulation.

B. Additional work that may be awarded includes all work described above associated with:

1. Option 1: Including a concrete slab under the canopy instead of a gravel base

2. Option 2: Rerouting the water supply line if it interferes with the footer location.

1.2 PROJECT LOCATION

The project is located in the Bridgeport Ranger District of the Humboldt-Toiyabe National Forest, Mono County, California, in Section 23, T 5 N, R 24 E. It is located approximately 4 miles west of Bridgeport, California, at the Bridgeport Ranger District Warehouse Site at the intersection of US Highway 395 and Buckeye Road.

1.3 SITE INFORMATION AND LIMITATIONS

A. The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

1. Construction sites will be open to employees during construction. The Contractor will be responsible for signing and limiting access to construction areas.

2. Necessary closures to tool storage, offices, and engine bays will be limited to five days or as approved by the COR with a written schedule. Five days’ notice will be required before work areas can be closed so employees can plan for alternate work and immediate storage areas.

3. Non-potable water, power, and restrooms are available at the site. Drinking water must be supplied by the contractor.

4. If water needs to be shut off for rerouting around footers, 2 days notice shall be given and water disconnection shall be limited to 1 day.

5. Construction debris shall be neatly stored at an approved location until it can be legally disposed off-site.

1.4 WORK CAMPS, STAGING AND STORAGE AREAS

A. Areas for staging operations and storage of materials shall be approved by the COR. The Contractor must request in writing for approval from the COR to stage work on site.

B. No overnight camping will be allowed on site.

1.5 INSPECTION OF WORKSITE

A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

1.6 START DATE

A. June 22, 2026 – November 1, 2026.

1.7 CONTRACT TIME

A. Base Quote and Options if awarded: 75 Calendar Days for construction.

1.8 SPECIFICATIONS

A. 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 013300 - SUBMITTAL PROCEDURES

The following specifications are included in the technical specifications.

SECTION 033000 – CAST-IN-PLACE CONCRETE

SECTION 051200 – STRUCTURAL STEEL FRAMING

SECTION 053100 – METAL DECKING

SECTION 072116 – PRE-ENGINEERED BUILDING BLANET INSULATION

SECTION 074113.13 – FORMED METAL ROOF PANELS

SECTION 074213.13 – FORMED METAL WALL PANELS

SECTION 077100 – ROOF SPECIALTIES

SECTION 079200 – JOINT SEALANTS

SECTION 099113 – EXTERIOR PAINTING

SECTION 312000 – EARTH MOVING

END OF SECTION C

SECTION 011250 - MEASUREMENT AND PAYMENT

PART 2 - GENERAL

2.1 SUMMARY

A. 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.

B. 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.

2.2 DETERMINATION OF QUANTITIES

A. The following measurements and calculations shall be used to determine contract quantities for payment.

1. 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.

2. 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 Representative (COR), the average end area method is impractical, measurement shall be made by volume in hauling vehicles or by other three-dimensional methods.

3. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the COR, in writing, to fit field conditions.

4. 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.

5. For aggregates weighed for payment, the tonnage shall not be adjusted for moisture content, unless otherwise provided for.

6. 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.

B. 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."

2.3 UNITS OF MEASUREMENT

A. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

1. Acre: Make longitudinal and transverse measurements for area computations horizontally.

2. 50lb Bag: Measurement will be for the actual number of 50lb bags of standard bentonite grout.

3. 94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout.

4. Cubic Yard (CY): A measurement computed by one of the following methods:

a. Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

b. Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material.

c. 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.

5. Each (EA): One complete unit, which may consist of one or more parts.

6. Gallons (GAL): The quantity shall be measured by any of the following methods:

a. Measured volume in container.

b. Metered volume by approved metering system.

c. Commercially package volume.

7. Hour (HR): Measurement will be for the actual number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor.

8. Linear Foot (LF): Measurement of work along its length from point-to-point; parallel to the base or foundation. Do not measure overlaps.

9. Lump Sum (LS): One complete unit.

10. Mile: Measured horizontally along the centerline of each roadway, approach, or ramp.

11. Pound (LB): For sacked or packaged material, measurement will be the net weight as packed by the manufacturer.

12. Square Foot (SF): Measured on a plane parallel to the surface being measured.

13. Square Yard (SY): Measured on a plane parallel to the surface being measured.

14. Ton: Measured as a short ton consisting of 2,000 pounds.

2.4 METHOD OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

2. DESIGNED QUANTITIES (DQ) - These quantities denote the final number or units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units shown in the Schedule of Items may be authorized under any of the following conditions:

a. As a result of changes in the work authorized by the CO.

b. As a result of the CO determining that errors exist in the original design that cause a pay item quantity to change by 15 percent or more.

c. As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

3. LUMP SUM QUANTITIES (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.

4. STAKED QUANTITIES (SQ) - These quantities are determined from staked measurements prior to construction.

5. VEHICLE QUANTITIES (VQ) - These quantities are measured or weighed in hauling vehicles.

SECTION 011900 - MOBILIZATION

PART 3 - GENERAL

3.1 SUMMARY

A. This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

3.2 MEASUREMENT AND PAYMENT

A. The measurement shall be lump sum for mobilization. Payment shall be as follows:

1. Bond premiums will be reimbursed after receipt of the evidence of payment.

2. 50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.

3. Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.

4. Any portion of the lump sum in excess of 10% of the original contract amount will be paid after final acceptance.

5. Progress payments for mobilization and preparatory work shall be subject to retainage.

END OF SECTION 011900

March 2026

SECTION 013300 - SUBMITTAL PROCEDURES

PART 4 - GENERAL

4.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. See Table 013300-1 for a summary of required submittals.

B. See other specification section within this package for additional requirements on submittal.

4.2 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. The Contracting Officer Representative (COR) reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows.

Time for review shall commence on COR's receipt of submittal.

1. Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. COR will advise Contractor when a submittal being processed must be delayed for coordination.

2. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 14 days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

C. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

4.3 MEASUREMENT AND PAYMENT

A. No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.

PART 5 - PRODUCTS

5.1 ACTION SUBMITTALS – (Submittals requiring COR approval)

A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Notation of dimensions established by field measurement.

2. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

C. Contractor's Construction Schedule: The contractor shall submit a Construction Schedule, for approval by CO, in accordance with the contract provisions within 15 day of commencement of work.

D. Samples: Prepare physical units of materials or products, including the following:

1. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

5.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

2. Test and Inspection Reports: Comply with requirements in Section 014100 "Quality Control."

B. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.

C. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

D. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment.

E. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

PART 6 - EXECUTION

6.1 GENERAL

A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions.

B. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

C. Substitutions – Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, not less than 30 days before the planned installation of the item. The Contracting Officer will approve or disapprove the request for substitution.

D. Requests for substitutions will only be considered if contractor submits the following:

1. Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution. Submit additional information if required by Contracting Officer. All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.

2. Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.

3. A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.

4. The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.

6.2 SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications. The following table is a summary of the required submittals for the project - the table is to assist the Contractor and may not be all inclusive – additional submittals may be required by specific specifications:

TABLE 013000-1

Spec.

Section Section Title Subse ction Required Submittal

013300 Submittal Procedures 5.1C Construction Schedule 033000 Cast-in-Place Concrete 1.4A Product Data 033000 Cast-in-Place Concrete 1.4B Design Mix 033000 Cast-in-Place Concrete 1.4C Shop Drawings 033000 Cast-in-Place Concrete 1.4D Concrete Schedule 033000 Cast-in-Place Concrete 1.5A Material Certificates 033000 Cast-in-Place Concrete 1.5B Material Test Reports 033000 Cast-in-Place Concrete 1.6A Manufacturer Qualifications 033000 Cast-in-Place Concrete 1.7A Preconstruction Testing Service 051200 Structural Steel Framing 1.4A Product Data 051200 Structural Steel Framing 1.4B Shop Drawings-See Spec.

051200 Structural Steel Framing 1.5A Welding certificates.

051200 Structural Steel Framing 1.5B Mill test reports.

051200 Structural Steel Framing 1.5C Source quality control reports 051200 Structural Steel Framing 1.5D Field quality control reports 053100 Steel Decking 1.2A Product Data 053100 Steel Decking 1.2B Shop Drawings 053100 Steel Decking 1.3A Welding Certificates 053100 Steel Decking 1.3B Product Certificates 053100 Steel Decking 1.3C Research Reports 053100 Steel Decking 1.3D Field Quality Reports 072116 Pre-Engineered Building Blanket

Insulation 1.4A Product Data

072116 Pre-Engineered Building Blanket Insulation

1.4B Shop Drawings

074113 Metal Roof Panels 1.3A Product Data 074113 Metal Roof Panels 1.3B Shop Drawings 074113 Metal Roof Panels 1.3C Samples 074113 Metal Roof Panels 1.4A Product Test Reports 074113 Metal Roof Panels 1.4B Warrantees 074113 Metal Roof Panels 1.5 Maintenance Data 074113 Metal Wall Panels 1.3A Product Data 074113 Metal Wall Panels 1.3B Shop Drawings 074113 Metal Wall Panels 1.3C Samples 074113 Metal Wall Panels 1.4A Product Test Reports 074113 Metal Wal Panels 1.4B Warrantees 074113 Metal Wall Panels 1.5 Maintenance Data

Spec.

Section Section Title Subse ction Required Submittal

077100 Roof Specialties 1.3A Product Data 077100 Roof Specialties 1.3B Shop Drawings 077100 Roof Specialties 1.3C Samples 077100 Roof Specialties 1.3D Product Test Results 077100 Roof Specialties 1.3E Maintenance Data 077100 Roof Specialties 1.3F Warranty 079200 Joint Sealants 1.3A Product Data 079200 Joint Sealants 1.3B Samples 079200 Joint Sealants 1.3C Joint Sealant Schedule 079200 Joint Sealants 1.3D Product test reports 079200 Joint Sealants 1.3E Preconstruction compatability 079200 Joint Sealants 1.3F Preconstruction field adhesion 079200 Joint Sealants 1.3G Field adhesion test reports 079200 Joint Sealants 1.3H Warranties 099113 Exterior Painting 1.3A Product Data, Samples 099113 Exterior Painting 1.3B Samples 099113 Exterior Painting 1.3C Product List 312000 Earthmoving 1.4A Product Data 312000 Earthmoving 1.4B Samples 312000 Earthmoving 1.4C Material test reports 312000 Earthmoving 1.4D Pre-Excavation Photos

END OF SECTION 013300

March 2026