Attachment 1-Specifications.pdf

MEASUREMENT AND PAYMENT 011250-1

USDA FOREST SERVICE, R4

GAOA- Manti-LaSal Picnic Table Pads

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.

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 (CO), 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 CO, 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.

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."

MEASUREMENT AND PAYMENT 011250-2

UNITS OF MEASUREMENT

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

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

8. 50lb Bag: Measurement will be for the actual number of 50lb bags of standard bentonite grout.

9. 94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout.

10. 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.

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

12. 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.

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

14. Linear Foot (LF): Measurement of work along its length from point-to-point;

parallel to the base or foundation. Do not measure overlaps.

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

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

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

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

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

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

METHOD OF MEASUREMENT

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

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

22. 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

MEASUREMENT AND PAYMENT 011250-3

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:

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

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.

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.

23. 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.

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

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

PRICE ADJUSTMENT (for Out-of-Specification Bituminous Materials)

Bituminous materials are defined as all types and grades of asphalt cement, liquid asphalt, emulsified asphalt, and dust oil.

If bituminous material fails one or more test requirements, and the Contracting Officer determines it is in the public interest to accept the material at a reduced price, the price reduction shall be based on the test results giving the largest percent price adjustment.

The contractor may remove and replace the defective material or accept the adjustment.

The price reduction shall apply to all pay items affected.

Price adjustment will be based on samples taken in duplicate in accordance with AASHTO T40 under the supervision of the Contracting Officer. Samples shall be sent to an authorized laboratory. The laboratory shall test one of each duplicate sample and retain the other.

When any test result is not within the specification limits, the laboratory shall immediately notify the Contractor, the supplier, and the Contracting Officer. The

Contractor, after notifying the Contracting Officer, may check test the retained sample.

If the retained sample tests satisfactorily, the material will be accepted. If the retained sample also fails, the following schedule of price adjustments shall apply. The average of test values for the two samples will determine the basis for price adjustment, except when test results on the samples differ by more than the applicable AASHTO or ASTM

Repeatability Unit; then, the test result numerically nearest the specification requirement will be used. (A repeatability unit is defined as D2S or D2S% limit for single operator precision described in ASTM C670.)

The schedule of price adjustments shall not apply to the following tests:

Test AASHTO Test Method

Spot Test T102

MEASUREMENT AND PAYMENT 011250-4

Particle Charge T59

Ductility T51

Bituminous materials failing to meet specifications for these tests shall be removed and replaced.

See Table 011250-1 for the schedule of price adjustments for bituminous materials that do not meet specifications.

Table 011250-1

Schedule of Price Adjustments for Out-of-Specification Bituminous Materials.

Application

Deviation from Specification Limit Measured in

Reproducibility Units*.

Less than 1 1 but less than 2

2 but less than 3

3 or more

Price reduction applicable to bituminous base course and pavement mixture or to seal coat and bituminous material paid for as a separate item.

0% 5% 25% Remove &

Replace

Price reduction applicable to bituminous material paid for as a separate item.

0% 10% 25% Remove &

Replace

* A reproducibility unit is defined as D2S or D2S% limit for multi-laboratory precision described in

ASTM recommended practice C670.

The Sieve Test (AASHTO T59) results may be exempt from the Schedule of Price Adjustments provided the contractor's quality assurance program includes checking the uniformity of bituminous spread rates in increments no greater than 1 foot over the width of the spray bar and variation between increments is no greater than 5 percent.

PRODUCTS (NOT APPLICABLE)

EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

April 2022

MOBILIZATION 011900-1

GAOA- Manti-LaSal Picnic Table Pads

SECTION 011900 - MOBILIZATION

PART 1 - GENERAL

SUMMARY

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.

MEASUREMENT AND PAYMENT

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.

PRODUCTS (NOT USED)

EXECUTION (NOT USED)

END OF SECTION 011900

SUBMITTAL PROCEDURES 013300-1

GAOA- Manti-LaSal Picnic Table Pads

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

SUMMARY

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.

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

SUBMITTAL PROCEDURES

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.

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

Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

2. 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. CO will advise Contractor when a submittal being processed must be delayed for coordination.

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

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

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

Identification: Place a permanent label or title block on each submittal for identification.

6. Indicate name of firm or entity that prepared each submittal on label or title block.

7. Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.

8. Include the following information on label for processing and recording action taken:

Project name.

Date.

Name and address of Contractor.

Name of manufacturer.

Unique identifier, including revision number.

SUBMITTAL PROCEDURES 013300-2

Number and title of appropriate Specification Section.

Drawing number and detail references, as appropriate.

If more than one item is shown on submittal sheet, identify item.

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

Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

MEASUREMENT AND PAYMENT

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

PRODUCTS

ACTION SUBMITTALS – (Submittals requiring CO approval)

General: Prepare and submit Action Submittals required by individual Specification Sections.

9. Number of Copies: Submit A PDF copy of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a

Project Record Document.

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

10. 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.

11. Mark each copy of each submittal to show which products and options are applicable.

12. Include the following information, as applicable:

Manufacturer's written recommendations.

Manufacturer's product specifications.

Manufacturer's installation instructions.

Manufacturer's catalog cuts.

Wiring diagrams showing factory-installed wiring.

Compliance with recognized trade association standards.

Compliance with recognized testing agency standards.

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.

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

Dimensions.

Identification of products.

Fabrication and installation drawings.

SUBMITTAL PROCEDURES 013300-3

Roughing-in and setting diagrams.

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

Notation of dimensions established by field measurement.

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

Contractor's Construction Schedule: The contractor shall submit a Construction Schedule, for approval by CO, in accordance with the contract provisions within 5 day of commencement of work.

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

15. 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.

INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

General: Prepare and submit Informational Submittals required by other Specification

Sections.

16. Number of Copies: Submit a PDF copy of each submittal, unless otherwise indicated. CO will not return copies.

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

18. Test and Inspection Reports: Comply with requirements in Section 014100

"Quality Control."

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.

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.

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

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.

EXECUTION

GENERAL

SUBMITTAL PROCEDURES 013300-4

Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

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

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.

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

19. 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.

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

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

22. 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.

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

C General Specifications 1.3A Stream Protection Plan

C General Specifications 1.4A Traffic Control Plan

010250 Construction Staking 3.6 A Survey Notes

013300 Submittal Procedures 2.1D Construction Schedule

014100 Quality Control 1.3 A Contractor quality control plan

014100 Quality Control 1.3 B Permits, Licenses, and Certificates

SUBMITTAL PROCEDURES 013300-5

Spec.

Section Section Title

Subse ction Required Submittal

014100 Quality Control 1.3 C Test and inspection reports

014100 Quality Control 1.3 D As-Built drawings

017320 Selective Demolition 1.4A Schedule

023701 Sediment & Erosion Control

Measures

1.2A Sediment & Erosion Control Plan

024134 Lead Waste Practices and Disposal

1.5A Documentation/ Certified

Rennovator

024134 Lead Waste Practices and Disposal 1.5A Disposal certificates

024134 Lead Waste Practices and Disposal 1.5A Health and Safety Plan

033000 Cast-in-Place Concrete 1.3A Product Data

033000 Cast-in-Place Concrete 1.3B Design Mix

033000 Cast-in-Place Concrete 1.3C Shop Drawings

033000 Cast-in-Place Concrete 1.3D Test Reports

044313

.16 Adhered Stone Masonry

1.2A Product Data

044313

.16 Adhered Stone Masonry

1.2B Samples

048100 Unit Masonry 1.2A Product Data

048100 Unit Masonry 1.2B Certificates

048100 Unit Masonry 1.2C Mix Designs

048101 Prefabricated Firebox and Chimney

Assemblies

1.2A Product Data

048101 Prefabricated Firebox and Chimney

Assemblies

1.2B Shop Drawings

048101 Prefabricated Firebox and Chimney

Assemblies

1.2C Certificates

061600 Sheathing 1.2A Product Data

073113 Asphalt Shingles 1.3A Product Data

073113 Asphalt Shingles 1.3B Samples

073113 Asphalt Shingles 1.4A Test Reports

073113 Asphalt Shingles 1.4B Research Reports

073113 Asphalt Shingles 1.4C Warranty

073113 Asphalt Shingles 1.5A Maintenance Data

073129 Wood Shingles 1.3A Product Data

073129 Wood Shingles 1.3B Qualification Data

073129 Wood Shingles 1.3C Maintenance Data

073129 Wood Shingles 1.3D Warranty

073129 Wood Shingles 1.3E Mockup

076200 Sheet Metal Flashing and Trim 1.3A Product Data

076200 Sheet Metal Flashing and Trim 1.3B Samples

079200 Joint Sealants 1.2A Product Data

079200 Joint Sealants 1.2B Schedule

087100 Door Hardware 1.2A Product Data

SUBMITTAL PROCEDURES 013300-6

Section Section Title

Subse ction Required Submittal

090190

.52 Maintenance Repainting

1.4A Product Data

090190

.52 Maintenance Repainting

1.4B Samples

092900 Gypsum Board 1.2A Product Data

099123 Interior Painting 1.3A Product Data

099123 Interior Painting 1.3B Samples

099600 High Performance Coatings 1.3A Product Data

099600 High Performance Coatings 1.3B Samples

101400 Signs 1.2A Sign List Submittal

101415 Site Identification Sign (HDPE) 1.3A Sample Sign Mock-Up

101420 Minor Site Identification Sign

(HDPE)

1.3A Sample Sign Mock-Up

129400 Family Unit Furnishings 1.2A Product Data

129400 Family Unit Furnishings 1.2B Color Samples

129410 Group Site Furnishings 1.2A Product Data

129410 Group Site Furnishings 1.2B Color Samples

132700 Precast Concrete Vault Restrooms 1.3A Manufacturer’s Literature

132700 Precast Concrete Vault Restrooms 1.3B Shop Drawings

132700 Precast Concrete Vault Restrooms 1.3C Design Calculations

132700 Precast Concrete Vault Restrooms 1.3D Concrete Delivery Certificates

133442 Pre-Manufactured Shelter

1.4A Shelter Design and Shop

Drawings

221100 Water Distribution Systems 1.3A Product Data

221100 Water Distribution Systems 1.3B Water Disposal Plan

221100 Water Distribution Systems 1.3C Operation and Maintenance Data

221105 Water Hydrants

1.3A Manufacturer’s Literature and

Maintenance Data

221105 Water Hydrants 1.3B Washed Rock Certification

221105 Water Hydrants 1.3C Maintenance Data

221105 Water Hydrants 1.3D Color Sample

221300 Onsite Wastewater Treatment System 1.3A Product Data

221300 Onsite Wastewater Treatment System 1.3B Coordination Drawings

231126 Fac. Liquefied-Petroleum Gas Piping 1.4A Product Data

231126 Fac. Liquefied-Petroleum Gas Piping 1.4B Shop Drawings

231126 Fac. Liquefied-Petroleum Gas Piping 1.4C Pipe Sizing Calculations

231126 Fac. Liquefied-Petroleum Gas Piping 1.4D Field Quality Control Reports

231126 Fac. Liquefied-Petroleum Gas Piping 1.4E Operation and Maintenance Data

260500 Common Work Results for Electrical 1.2A Product Data

262726 Wiring Devices 1.2A Product Data

262726 Wiring Devices 1.2B Operation and Maintenance Data

312000 Earthwork 1.3A Bedding and Backfill Certification

312000 Earthwork 1.3A Sieve Analysis

SUBMITTAL PROCEDURES 013300-7

Section Section Title

Subse ction Required Submittal

312225 Excavation and Embankment 1.3A Density Test Results

321204 Crushed Aggregate Base or Surface

Course

1.2A Compaction Test Results and

Proctor

322622 Precast Concrete Wheel Stops 1.3A Certificate of Compliance

332228 Culvert Pipe and Pipe Arches 1.3A Shop Drawings

332228 Culvert Pipe and Pipe Arches 1.3B Fabricator’s Certification

END OF SECTION 013300

JANUARY 2021

QUALITY CONTROL 014100-1

GAOA- Manti-LaSal Picnic Table Pads

SECTION 014100 - QUALITY CONTROL

PART 1 - GENERAL

This work shall consist of providing quality control in conformance with the inspection, testing, and product certification requirements of this contract to ensure compliance with the drawings and specifications. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of the contract.

QUALITY CONTROL

The Contractor shall provide and maintain a quality control system that will ensure all services, supplies, and construction work required under this contract conforms to the contract requirements. The Contractor shall perform, or cause to be performed, the sampling, inspection, and testing required to substantiate that all services, supplies, and construction conform to the contract requirements.

Special Tests and Inspections: Contractor will engage a testing agency to conduct required special tests and inspections. The Contractor shall authorize the testing agency to perform the required testing and inspections on the work completed. The authority shall include:

1. Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.

2. Testing agency will re-test and re-inspect corrected work.

Retesting/Reinspecting: Contractor shall provide quality-control services for retesting and reinspection for replaced construction work or for work that failed to comply with the requirements under the contract.

SUBMITTALS

Contractor Quality Control Plan

Permits, Licenses, and Certificates

Test and Inspection Reports

As-Built Drawings

MEASUREMENT AND PAYMENT

No separate payment will be made for the work included under this section; rather payment shall be considered to be included in the items of work listed in the Schedule of Items.

PRODUCTS (Not Applicable)

QUALITY CONTROL 014100-2

QUALITY CONTROL SYSTEM

General: Perform required testing, inspections, sampling, and similar services per direction specified in the contract drawings and specifications and in accordance with established industry standards.

CONTRACTOR QUALITY CONTROL PLAN

At the time of the preconstruction conference, the Contractor shall submit for approval a written

Contractor Quality Control Plan.

3. If the plan requires any revisions or corrections, the Contractor shall resubmit the plan within 10 days.

4. The Government reserves the right to require changes in the plan during the contract period as necessary.

5. No change in the approved plan may be made without written concurrence by the

Contracting Officer.

6. At a minimum, the plan shall include the following:

A list of personnel responsible for quality control and assigned duties. Include each person's qualifications.

A copy of a letter of direction to the Contractor's Quality Control Supervisor outlining assigned duties.

Names, qualifications, and descriptions of laboratories to perform sampling and testing, and samples of proposed report forms.

Methods of performing, documenting, and enforcing quality control of all work.

Methods of monitoring and controlling environmental pollution and contamination as required by all applicable regulations and laws.

TEST AND INSPECTION REPORTS

Submit three copies of complete test results no later than three calendar days after the test was performed.

Submit failing test results and proposed remedial actions within four hours of noted deficiency.

Testing and Inspection Reports shall include the following:

7. Date of issue.

8. Project title and number.

9. Name, address, and telephone number of testing agency.

10. Dates and locations of samples, tests, or inspections.

11. Names of individuals performing tests and inspections.

12. Reference Specification Section(s).

13. Complete test or inspection data.

14. Test and inspection results and an interpretation of test results.

15. Ambient conditions at time sample was taken, tested, or inspected.

16. Comments or professional opinion on whether tested or inspected work complies with the Contract Document requirements.

17. Name and signature of laboratory inspector.

18. Recommendations on retesting and reinspecting.

QUALITY CONTROL 014100-3

PERMITS, LICENSES, AND CERTIFICATES

For Contracting Officer’s records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations relevant to the on performance of the work.

AS-BUILT DRAWINGS

The Contractor shall maintain a set of the contract drawings depicting as-built conditions.

These drawings shall be maintained in a current condition and shall be available for review. All variations from the original contract drawings shall be indicated in red on the drawings. Upon completion of the contract work, as-built drawings shall be submitted to the Contracting Officer.

SAMPLING, TESTING, AND CERTIFICATION REQUIREMENTS

Sampling, testing, and Certification requirements and frequency for specific items shall be as specified in the drawings and specification. The following table is a summary of the required sampling, testing, and certification for the project - the table is to assist the

Contractor, but may not be all inclusive – additional submittals may be required by specific specification section:

TABLE 014100-1

Item

Subsection Certification or Test Required

Frequency

033000 2.13 Mixing and Delivery Each Truck

033000 3.13 Concrete – Slump, Air, Temperature

1 composite per truck load delivered

033000 3.13 Concrete - Compression Test

Specimens at 7 days and 28 days (see spec)

221100 3.2N HDPE Pipe - Bent Strap Test Once Daily

221100 3.5A Hydrostatic Testing of Water

System

See Spec.

221100 3.5B Pressure and Leakage Test – Water

Line

See Spec.

221100 3.6A Bacteriological Examination After disinfection, before use

221300 3.8A Leak Test Prior to Backfill

312000 3.14C Compaction Test – at Pipe Zone One per 600 Feet of

Trench

312000 3.14C Compaction Test – at Pipe Zone One test – at each road crossing

312000 3.14D Compaction Test – above Pipe

Zone

One per 600 Feet of

Trench

312000 3.14D Compaction Test – above Pipe

Zone

One test every other lift – at each road crossing

QUALITY CONTROL 014100-4

TABLE 014100-1

Item

Subsection Certification or Test Required

Frequency

312000 3.14I Tracer Wire Conductivity Test Until Passing

312000 3.17A Compaction Test – Backfill/Fills One per Vault Toilet

312000 3.17A Compaction Test – Backfill/Fills 1 per slab

312225 3.12B Moisture-Density Relationship One Test for Each

Soil Type

Encountered

312225 3.12B Compaction – Road Embankment

(Method 4)

One test every 300

sq. yd. of embankment per lift

312225 3.12B Compaction – Subgrade One test every 1000

sq. yd. of subgrade

321204 3.4A Compaction Tests – Road Base and

Surface Course

One test for every

300 sq. yd. of aggregate

321204 3.4A Compaction Tests – Aggregate

Base for Concrete Slabs

One test for each family unit or group area

321204 3.4A Compaction Tests – Aggregate

Base for Concrete Slabs

One test for each prefabricated building pad

332228 3.7C Compaction Tests One test for every

12 inches of lift placed

END OF SECTION 014100

SELECTIVE DEMOLITION 017320-1

GAOA- Manti-LaSal Picnic Table Pads

SECTION 017320 - SELECTIVE DEMOLITION

PART 1 - GENERAL

SUMMARY

This Section includes demolition and removal of the following:

1. Selected portions of camp site furnishings, concrete pads and camp site related items.

2. Repair procedures for selective demolition operations.

DEFINITIONS

Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.

Remove and Salvage: Detach items from existing construction and deliver them to

Government.

Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated.

Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

MATERIALS OWNERSHIP

Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Government property, demolished materials shall become

Contractor's property and shall be removed from Project site.

SUBMITTALS

Schedule of Selective Demolition Activities: Indicate detailed sequence of selective demolition and removal work, with starting and ending dates for each activity, including interruption of utility services.

QUALITY ASSURANCE

Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

Standards: Comply with ANSI A10.6 and NFPA 241.

Pre-demolition Conference: Conduct conference at Project site with contractor, subcontractors and Contracting Officer’s Representative.

SELECTIVE DEMOLITION 017320-2

PROJECT CONDITIONS

Conduct selective demolition so Government operations will not be disrupted. Provide not less than 72 hours' notice to CO of activities that will affect Government operations.

Maintain access to existing building amenities, pathways, and other adjacent occupied or used facilities.

3. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the COR.

Government assumes no responsibility for condition of areas to be selectively demolished.

4. Conditions existing at time of inspection for bidding purpose will be maintained by

Government as far as practical.

Hazardous Materials: Lead based paint is likely to be encountered. Follow procedures noted in Specification 024134. Other hazardous materials are unknown at this time in buildings to be selectively demolished.

5. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents.

Storage or sale of removed items or materials on-site will not be permitted.

MEASUREMENT AND PAYMENT

There will be no separate measurement or payment for work in this section. Payment will be included at the contract unit price for items shown on the Schedule of Items.

PRODUCTS

REPAIR MATERIALS

Use repair materials identical to existing materials.

6. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible.

7. Use materials whose installed performance equal or surpasses that of existing materials.

8. Completely fill holes and depressions in existing siding and wood components with

3M Bondo, 20082, wood filler or similar.

EXECUTION

EXAMINATION

Verify that utilities have been disconnected and capped.

Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

SELECTIVE DEMOLITION 017320-3

When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to CO.

PREPARATION

Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

9. Do not close or obstruct roads, without permission from CO. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations.

10. Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction.

11. Protect existing site improvements, appurtenances, and landscaping to remain.

Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

Temporary Enclosures: Provide temporary enclosures for protection of existing building and construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior.

POLLUTION CONTROLS

Dust Control: Use temporary enclosures, and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations.

Disposal: Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

12. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

Cleaning: Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

SELECTIVE DEMOLITION

General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations.

13. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

14. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

SELECTIVE DEMOLITION 017320-4

15. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

16. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

Removed and Reinstalled Items:

17. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment.

18. Pack or crate items after cleaning and repairing. Identify contents of containers.

19. Protect items from damage during transport and storage.

20. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by CO, items may be removed to a suitable, protected storage location during selective demolition [and cleaned] and reinstalled in their original locations after selective demolition operations are complete.

PATCHING AND REPAIRS

General: Promptly repair damage to adjacent construction caused by selective demolition operations.

Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials.

21. Completely fill holes and depressions in existing siding and wood components with as recommended by the manufacturer of 3M Bondo, 20082, wood filler or similar.

Sand surface until patch is not visible.

Finishes: Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing.

Floors and Walls: Where walls or partitions that are demolished extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.

Ceilings: Patch and repair existing ceilings as necessary to provide an even-plane surface of uniform appearance.

DISPOSAL OF DEMOLISHED MATERIALS

General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.

Burning: Do not burn demolished materials.

SELECTIVE DEMOLITION 017320-5

Disposal: Transport demolished materials off Government property and legally dispose of them.

END OF SECTION 017320

JANUARY 2021

WASTE MATERIAL DISPOSAL 024100-1

GAOA- Manti-LaSal Picnic Table Pads

SECTION 024100 - WASTE MATERIAL DISPOSAL

PART 1 - GENERAL

SUMMARY

This Section includes the loading, handling, hauling, and placing of excess excavation material, unsuitable excavation material, clearing and grubbing debris, and construction and demolition debris.

MEASUREMENT AND PAYMENT

There will be no separate measurement or payment for work in this Section. Waste material disposal is considered incidental to other items of work shown in the Schedule of Items.

PRODUCTS – NOT APPLICABLE

EXECUTION

WASTE MATERIAL TO BE HAULED TO A DISPOSAL AREA

All excavated material not used in the construction of embankments or backfilling of trenches, or other excess material resulting from the excavation and embankment operation shall be hauled to a disposal area.

All unsuitable excavated material and oversize boulders shall be hauled to a disposal area.

Disposal Area: All waste material above shall be hauled to the disposal area on Government property as designated by the Contracting Officer. Location will be within one mile of project location.

1. Waste material shall be piled and compacted to form a dense layer.

2. The size and shape of the piled waste material shall be designated by the

Contracting Officer.

3. The piled material shall be covered with soil to a uniform depth of six inches minimum and sloped to 2:1 or flatter.

4. The disposal site shall be left suitable for seeding.

WASTE MATERIAL TO BE HAULED TO A LANDFILL

All demolition materials, garbage, and other refuse generated shall be removed from the project site and legally disposed off of Government property in an approved landfill.

All stumps, slash and other clearing and grubbing debris shall be hauled to a landfill.

The contractor is responsible for all costs and permits associated with landfill disposal.

WASTE MATERIAL DISPOSAL 024100-2

The Government is not responsible for waste material upon its departure from the project site.

END OF SECTION 024100

CAST-IN-PLACE CONCRETE 033000-1

GAOA- Manti-LaSal Picnic Table Pads

SECTION 033000 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

SUMMARY

This Section specifies cast-in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes.

DEFINITIONS

Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast-furnace slag, and silica fume; subject to compliance with requirements.

SUBMITTALS

Product Data: For each type of product indicated.

Design Mixtures: For each concrete mixture. Indicate amounts of mixing water to be withheld for later addition at Project site.

Steel Reinforcement Shop Drawings when project design requires special consideration.

Field quality-control test reports.

MEASUREMENT AND PAYMENT

There will be no separate measurement or payment for work in this section. Payment will be included at the contract unit price for items shown on the Schedule of Items.

PRODUCTS

FORM-FACING MATERIALS

Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

1. Plywood, metal, or other approved panel materials.

2. Exterior-grade plywood panels, suitable for concrete forms, complying with

DOC PS 1, and as follows:

Structural 1, B-B or better; mill oiled and edge sealed.

B-B (Concrete Form), Class 1 or better; mill oiled and edge sealed.

Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material.

Provide lumber dressed on at least two edges and one side for tight fit.

CAST-IN-PLACE CONCRETE 033000-2

Forms for Cylindrical Columns, Pedestals, and Supports: Metal, glass-fiber-reinforced plastic, paper, or fiber tubes that will produce surfaces with gradual or abrupt irregularities not exceeding specified formwork surface class. Provide units with sufficient wall thickness to resist plastic concrete loads without detrimental deformation.

Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.

Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

STEEL REINFORCEMENT

Reinforcing Bars: ASTM A 615/A 615M, Grade 60 , deformed.

Plain-Steel Wire: ASTM A 82, as drawn.

Deformed-Steel Wire: ASTM A 496.

REINFORCEMENT ACCESSORIES

Joint Dowel Bars: ASTM A 615/A 615M, Grade 60, plain-steel bars, cut bars true to length with ends square and free of burrs.

Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows:

3. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic-protected steel wire or CRSI Class 2 stainless-steel bar supports.

CONCRETE MATERIALS

Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project:

4. Portland Cement: ASTM C 150, Type II.

Normal-Weight Aggregates: ASTM C 33, graded, from a single source.

5. Maximum Coarse-Aggregate Size: 1 inch (25 mm) nominal.

6. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

Water: ASTM C 94/C 94M and potable.

Fly ash, ground iron blast-furnace slag, or silica fume may partially replace cement in any mix as follows:

7. Fly Ash:

Class F – Not more than 20 percent of the minimum mass of portland cement may be replaced with class F fly ash.

CAST-IN-PLACE CONCRETE 033000-3

Class C – Not more than 25 percent of the minimum mass of portland cement may be replaced with class C fly ash.

8. Ground Iron Blast-Furnace Slag: Not more than 25 percent of the minimum mass of portland cement may be replaced with ground iron blast-furnace slag.

9. Silica Fume (microsilica): Not more than 10 percent of the minimum mass of portland cement may be replaced with silica fume.

10. Additionally, fly ash, slag, and silica fume will constitute no more than 50 percent of the total replacement weight.

ADMIXTURES

Air-Entraining Admixture: ASTM C 260.

Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.

11. Retarding Admixture: ASTM C 494/C 494M, Type B.

Synthetic Fiber: Monofilament or fibrillated polypropylene fibers engineered and designed for use in concrete pavement, complying with ASTM C 1116, Type III, 1/2 to 1-1/2 inches long.

VAPOR RETARDERS

Plastic Vapor Retarder: ASTM E 1745, Class C, or polyethylene sheet, ASTM D 4397, not less than 10 mils (0.25 mm) thick. Include manufacturer's recommended adhesive or pressure-sensitive joint tape.

Fine-Graded Granular Material: Clean mixture of crushed stone, crushed gravel, and manufactured or natural sand; ASTM D 448, Size 10, with 100 percent passing a 3/8-inch

(9.5-mm) sieve, 10 to 30 percent passing a No. 100 (0.15-mm) sieve, and at least 5 percent passing No. 200 (0.075-mm) sieve; complying with deleterious substance limits of

ASTM C 33 for fine aggregates.

CURING MATERIALS

Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry.

Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

Water: Potable.

Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating or nondissipating. Liquid Membrane-Forming Compounds. Material shall be certified by curing compound manufacturer to not interfere with bonding of floor covering.

CAST-IN-PLACE CONCRETE 033000-4

RELATED MATERIALS

Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber or ASTM D 1752, cork or self-expanding cork.

Semirigid Joint Filler: Two-component, semirigid, 100 percent solids, epoxy resin with a

Type A shore durometer hardness of 80 per ASTM D 2240.

Bonding Agent: ASTM C 1059, Type II, non-redispersible, acrylic emulsion or styrene butadiene. (OR)

Epoxy Bonding Adhesive: ASTM C 881, two-component epoxy resin, capable of humid curing and bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements, and as follows:

12. Types IV and V, load bearing, for bonding hardened or freshly mixed concrete to hardened concrete.

REPAIR MATERIALS

Repair Underlayment: Cement-based, polymer-modified, self-leveling product that can be applied in thicknesses from 1/8 inch (3.2 mm) and…