SOW-Specs-GuinavahMalibuCampground-Draft.pdf

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-1

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

GUINAVAH-MALIBU CAMPGROUND RENOVATION PROJECT

Final – 01/11/2022

1.1 SCOPE OF CONTRACT

A. The Guinavah-Malibu Campground was constructed in the area of a CCC Camp. The current campground was constructed in the 1960’s and is need of major renovations to bring the campground and the amenities up to current standards. The Guinavah-Malibu site includes a campground, group sites, trailhead, day-use area with picnic sites and a historical amphitheater. Special care to protect and retain existing CCC Historical features throughout the site is required. The work associated with this project includes:

B. Base Bid:

1. Demolition:

a. Obliterating existing roads that are to be removed.

b. Removal of Crack Willow and Marked Hazard trees and existing exposed tree stumps throughout the site.

c. Removal existing site furnishings (tables, concrete slabs, fire rings, water hydrants).

d. Removal of 1 Slump Block toilet building.

2. Guinavah-Malibu Campground:

a. Constructing a new campground "loop", including new road, spurs, restrooms, family units and site furniture.

b. Constructing a new entrance road and central intersection, with pull-out and kiosk

c. Realigning existing roads and intersections.

d. Installing new road signs and campsite unit numbers

e. Construct Right Turn Lane on US HWY 89.

f. Install CXT Toilets

3. Day-Use Area, Group Sites, Crimson Trailhead:

a. Constructing a new road, day-use parking area, surfaces will be a mix of aggregate and asphalt.

b. Install a new bulletin board.

c. Constructing a new picnic area, including a pathway system, signs and site furniture.

d. Construction pavilions with site furnishings

e. Install CXT Toilets

C. Optional Bid Items:

1. Option #1: Asphalt Paving

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-2

a. Place 3” asphalt pavement on Roads, Parking Areas, and Spurs.

2. Option #2: Pavilions

a. Erect pavilions at group sites.

3. Option #3: Amphitheater Restoration

a. Removal of existing amphitheater seating planks and posts.

b. Installing new wood plan benches and supports,

c. Constructing accessible pathway

d. Constructing new wood stairs

e. Installing pathway lighting

f. Construct pavilion with site furnishings

D. Quantities associated with these options are identified in the Schedule of Items.

1.2 PROJECT LOCATION

A. The project is located on the Uinta-Wasatch-Cache National Forest on the Logan Ranger

District, Cache County, Utah. The site is accessed via US Highway 89 and is located approximately 5 miles East of Logan, Utah. Campground is on the south side of the highway.

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 closed to the public during construction. The Forest

Service will issue a closure order to the public. The Contractor will be responsible for signing and limiting public access.

2. Contractor will provide all materials and labor necessary to protect streams, wet or dry, during construction activities. The Contractor will be required to submit a stream protection plan and receive approval from the COR, in writing, prior to the beginning of construction.

3. All construction equipment shall be pressure washed before entering National

Forest System lands. The removal of mud and debris from treds, tracks and undercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps, running boards, and front bumper/brushguard assemblies will be required. The purpose is to reduce or eliminate the transportation of noxious weeds, which is required by Federal and State regulations.

4. Water is not available at the site for construction purposes.

5. Power may be available upon request.

6. Toilet facilities are not available at the site.

1.4 TRAFFIC CONTROL AND CONSTRUCTION SIGNING

A. No work that endangers, interferes, or conflicts with traffic or access to work sites shall be performed until a plan for satisfactory warning and handling of traffic has been

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-3

submitted by the contractor and approved by the COR and Utah Department of

Transportation. Construction signing for traffic control shall conform to the Manual of

Uniform Traffic Control Devices (MUTCD). All traffic control signs will be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around. Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Schedule of Items. The contractor is responsible for obtaining a Right

Of Way Encroachment permit through UDOT for all work to be performed within the

UDOT ROW including the removal of some trees near US-89. Coordination and any permits from Rocky Mountain Power shall be the responsibility of the contractor.

1.5 Earthwork Disturbance Permits

A. The contractor will be responsible to obtain a Utah Pollution Discharge Elimination

Systems permit for the project and is responsible to adhering to best management practices throughout construction. The Forest Service will obtain and hold the necessary

404 Permits for work within the riparian and wetland areas, the contractor will be responsible to follow the requirements of the 404 permit.

1.6 WORK CAMPS, STAGING AND STORAGE AREAS

A. Areas for staging operations and storage of materials shall be approved by the CO. The

Contractor must request in writing for approval from the CO to stage work trailers on site.

B. Overnight camping may be allowed on site with prior approval.

1.7 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.

1.8 START DATE

A. Fall 2023/Spring 2024.

1.9 CONTRACT TIME

A. Base Bid: 365 Calendar Days

B. Optional Items: 365 Calendar Days (within Base Contract Time)

1.10 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

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-4

items in this contract. These items are considered incidental and no additional compensation will be made.

Section 000501 - Rehab Historic Toilet/ Storage Buildings

Section 010250 - Construction Staking

Section 011250 - Measurement And Payment

Section 011900 - Mobilization

Section 013300 - Submittal Procedures

Section 014100 - Quality Control

Section 017320 - Selective Demolition

Section 022340 - Obliteration Of Old Roadways And Parking Spurs

Section 023701 - Sediment And Erosion Control Measures

Section 024100 - Waste Material Disposal

Section 024102 - Removal And Disposal Of Structures And Obstructions

Section 024134 - Lead Waste Practices And Disposal

Section 026460 - Dumpster Pad And Screen Wall Enclosures

Section 033000 - Cast-In-Place Concrete

Section 033020 - Concrete From Packaged Dry Mix For Minor Structures

Section 044313.16 - Adhered Stone Masonry Veneer

Section 048100 - Unit Masonry Assemblies

Section 048101 - Prefabricated Firebox And Chimney Assemblies

Section 049020 - Stone Restoration And Cleaning

Section 061000 - Rough Carpentry

Section 061600 - Sheathing

Section 070150.19 - Preparation For Reroofing

Section 073113 - Asphalt Shingles

Section 073129 - Wood Shingles

Section 076200 - Sheet Metal Flashing And Trim

Section 079200 - Joint Sealants

Section 090190.52 - Maintenance Repainting

Section 092900 - Gypsum Board

Section 099123 - Interior Painting

Section 099300 - Preparation And Application Of Transparent Finishes For Shingles

Section 099600 - High-Performance Coatings

Section 101110 - Bulletin Boards

Section 101400 - Signs

Section 101415 - Site Identification Sign Fabrication (Wood)

Section 129400 - Family Unit And Site Furnishings

Section 129410 - Site Furnishings At Group Sites

Section 129700 - Fee Tube

Section 132700 - Precast Concrete Vault Restrooms

Section 133442 - Pre-Manufactured Shelter

Section 133450 - Precast Vault Toilet Installation

Section 136100 - Amphitheater Rennovation

Section 221100 - Water Distribution Systems

Section 221102 - Curb Valves And Boxes

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-5

Section 221105 - Water Hydrants

Section 221310 - Sewage Holding Tank

Section 231126 - Facility Liquefied-Petroleum Gas Piping

Section 260500 - Common Work Results For Electrical

Section 260519 - Low-Voltage Electrical Power Conductors And Cables

Section 260526 - Grounding And Bonding For Electrical Systems

Section 260533 - Raceways And Boxes For Electrical Systems

Section 260553 - Identification For Electrical Systems

Section 262726 - Wiring Devices

Section 311000 - Clearing And Grubbing

Section 312000 - Earthwork

Section 312010 - Select Borrow

Section 312100 - Project Site Preparation And Grading

Section 312225 - Excavation & Embankment

Section 321200 - Hot-Mix Asphalt Paving

Section 321204 - Crushed Aggregate Base Or Surface Course

Section 322100 - Tent Pads

Section 322205 - Barrier Rocks

Section 322622 - Precast Concrete Curb Stops

Section 322640 - Pavement Marking

Section 322706 - Asphalt Pavement Pulverizing

Section 323116 - Gates For Roads

Section 329206 - Seeding

Section 332228 - Culvert Pipe And Pipe Arches

END OF SECTION C

January 2022

REHAB HISTORIC TOILET/ STORAGE BUILDINGS 000501-1

USDA FOREST SERVICE, R4

SECTION 000501 - REHAB HISTORIC TOILET/ STORAGE BUILDINGS

PART 1 - GENERAL

1.1 SUMMARY

A. This work includes the upgrades for existing toilet buildings. The contract will be bid with a base bid and additive bid items

1.2 REFERENCE CODES

A. The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by the basic designation only.

2018 International Building Code

2018 International Existing Building Code

2017 National Electrical Code

1.3 MEASUREMENT AND PAYMENT

1. Bid Item: Measurement and Payment shall be Lump Sum Quantity (LSQ) as shown in the Schedule of Items for the Historic Building repairs.

2. Repair 2 historic toilets buildings and convert them into storage buildings. Work is described in the following specifications and drawings and includes but is not limited to: Demolition of concrete, plumbing fixtures and lines, removal of toilet partitions, toilet accessories, wood base, door hardware roofing, flashing, fiberboard, and trim. Repair work includes concrete patching, wall patching, work involving lead based paint, fiber board repair, roof preparation and wood shingle roofing, door hardware, wood base, hose bibb installation, interior repainting, exterior wood prep and repainting, screen repair.

3. DRAWINGS: The list of drawings includes the following:

a. DA1: Selective Demolition Historic Amphitheater Toilet

b. DA2: Selective Demolition Historic Group Area Toilet

c. A9: Historic Amphitheater Toilet to Storage Re Plan

d. A10: Historic Amphitheater Toilet to Storage Rehab Elevations

e. A11: Historic Group Area Toilet to Storage Rehab Plan

f. A12: Historic Group Area Toilet to Storage Rehab Elevations

g. A13: Architectural Details

1.4 REFERENCE SPECIFICATIONS

a. Section 000501: Repair Historic Toilet/Storage Buildings

b. Section 011250 - Measurement And Payment With Asphalt

c. Section 013300 - Submittal Procedures

d. Section 014130 - Contractor’s Quality Control

REHAB HISTORIC TOILET/ STORAGE BUILDINGS 000501-2

e. Section 017419 - Construction Waste Management And Disposal

f. Section 017320 – Selective Demolition

g. Section 024100- Waste Material Disposal

h. Section 024134- Lead Waste Disposal

i. Section 033000 - Cast-In-Place Concrete

j. Section 061000 - Rough Carpentry

k. Section 061600 - Sheathing

l. Section 070150.19 – Preparation for Reroofing

m. Section 073129 – Wood Shingles

n. Section 076200 - Sheet Metal Flashing And Trim

o. Section 079200 - Joint Sealants

p. Section 087100 - Door Hardware

q. Section 090190.52- Maintenance Repainting

r. Section 092900 - Gypsum Board

s. Section 099123 - Interior Painting

1.5 RELATED WORK

A. The work shall be in accordance with the contract documents.

B. The work shall be in accordance with the following specifications. The subsidiary specifications are referred to in the text by the Section designation only.

PART 2 - PRODUCTS - Not Applicable

PART 3 - EXECUTION

3.1 GENERAL

A. Work shall be completed in accordance with the contract drawings and specifications.

END OF SECTION 000501

JANUARY 2021

CONSTRUCTION STAKING 010250-1

SECTION 010250 - CONSTRUCTION STAKING

A. This work shall consist of the construction staking of roads, parking lots, parking spurs, family units, tent pads, paths, stairways, culverts, buildings, and utilities in accordance with the Drawings and Specifications. The work includes the furnishing of all labor, equipment, instruments, materials, transportation and other incidentals necessary to complete the construction staking in accordance with these specifications and acceptable engineering practice.

1.2 QUALITY CONTROL

A. Construction staking shall be accomplished under the direction of a Civil Engineer, Engineering Technician, or Land Surveyor closely associated and familiar with construction staking; periodic visits to the project site are required.

A. Measurement shall be lump sum for surveying and staking the project through all phases of construction.

PART 2 - PRODUCTS

2.1 GOVERNMENT-FURNISHED SURVEY CONTROL SHEETS

A. The Government will provide the contractor with a set of survey control sheets showing horizontal and vertical control for site to be staked. The Government will provide the

Contractor with layout information that will include:

1. Control Points - Northing, Easting, Existing Elevations.

2. Roads, Spurs, Parking Areas - Northing, Easting, and Finish Elevations for centerline and edge of roads, spurs, parking areas.

3. Pathways and Trailways - Northing, Easting, and Finish Elevations for subgrade centerline.

4. Buildings and Other Structures - Northing, Easting, and Finish Elevations for corners of buildings, other structures (septic tanks, fencing, etc).

5. Camp Sites, Picnic Sites, and Tent Pads - Northing, Easting, and Finish Elevations for corners of Camp Picnic Sites.

6. Utility Lines - Northing, Easting, and Existing Ground Elevations for centerline of utilities (Water Line, Sewer Line, Electrical Lines).

2.2 STAKES

CONSTRUCTION STAKING 010250-2

A. Identification stakes and hubs shall be of sufficient length and width to provide a solid set in the ground and to provide space for marking above ground when applicable. Other dimensions and materials may be used, such as steel reinforcing bars, wire flagging and markers, and metal pins, if approved in writing by the Contracting Officer (CO). The top

2 inches of all slope, guard, reference, clearing, and structure stakes shall be painted or marked with plastic flagging. Colors used on stakes or for flagging shall be as follows:

1. Roads, parking lots, and parking spurs -Orange

2. Waterlines, utilities, and culverts -Blue

3. Family Units, group units, stairs, and paths -Red

4. Buildings, excavation and grading -Yellow

5. Tent pads -Blue/White Striped

2.3 SURVEY NOTE PAPER AND BOOKS

A. Paper for survey notes shall be moisture-resistant paper. Notes shall be contained in books with covers that will protect the contents and retain the pages in numerical sequence during field use. Field notebooks or note paper shall be furnished by the contractor.

3.1 GENERAL

A. The Contractor shall be required to provide all necessary staking and control for all phases of construction. The contractor shall use the data and information shown on the project drawings to establish the location of all facilities to be constructed under this contract.

The Contractor may choose any method of establishing horizontal and vertical controls provided the following minimum precision and accuracy requirements are met.

B. Accuracy requirements:

1. Minimum position close; 1/1000

2. Vertical closure: 0.05 ft (vertical)/station (100 feet horizontal)

3. Cross section and slope stake precision:

a. Allowable deviation of cross section line projection from a true perpendicular to tangents, a true bisector of angle points, or a true radius of curves: +/-3 degrees.

b. Cross section topography measurements shall be taken so that variations in ground form a straight line connecting the cross section points will not exceed: 1.0 ft.

c. Horizontal and vertical accuracy for slope stake, slope stake references, and clearing limits. In feet or percentage of horizontal distance measured form centerline or reference stake, whichever is greater. Slope reference stakes and slope stakes: 0.15 ft or 0.6%. Clearing limits: 1.0 ft.

3.2 ESTABLISHING AND REFERENCING IMPROVEMENT LOCATIONS

CONSTRUCTION STAKING 010250-3

A. Access Roads, Parking Spurs, and Parking lots:

1. Slope stakes (cut and fill catch points), clearing limits, and slope stake references shall be established on both sides of the centerline at each station established. Slope stakes and slope stake references shall be located on a line at right angles to tangents and on radial lines or curves. Slope stake catch points shall be located by using the grading plans and/or profiles, typical road section templates, as shown on the drawings and the information provided with staking points.

2. Slope stakes shall be set at 50-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points. Slope stakes shall be set at 25 foot intervals around curves having a radius less than 100 feet.

B. Group Units, Family Units and tent Pads

1. Slope stakes shall be established at the corners of family units. Slope stakes shall be written to reference the finish grade of the unit or pad being staked.

C. Paths and Trails

1. Slope stakes (cut and fill catch points), clearing limits, and slope stake references shall be established on both sides of the centerline at each station established. Slope stakes and slope stake references shall be located on a line at right angles to tangents and on radial lines or curves. Slope stake catch points shall be located by using the grading plans and/or profiles, and typical path and trail section templates as shown on the drawings.

2. Slope stakes shall be set at 10-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points.

D. Culverts

1. Slope stakes and slope reference stakes shall be set at all culvert locations. A culvert reference stake and hub shall be set on the centerline of the culvert 10 feet from each end or beyond the clearing limit, which ever is greater. The following shall be recorded on these stakes:

a. The actual field measured length

b. The vertical and horizontal distance from hubs to the invert at the ends of the culvert.

E. Waterline, Sewerline, & other Utilities

1. Waterline, Sewerline, & other Utilities shall be staked at the locations shown on the drawings with the specified minimum burial depth. Waterline and sewerline elevations shall be accurately staked to provide for drainage as indicated on the drawings. Grade stakes shall be established as necessary to provide the control for the construction work.

F. Buildings

1. Slope stakes and slope stake references shall be established at each corner and as necessary to provide adequate construction control.

CONSTRUCTION STAKING 010250-4

3.3 DISCREPANCIES

A. The contractor shall compare the staked centerline horizontal and vertical alignment with the design data. Differences between previously recorded and observed elevations of bench marks shall be referred to the Contracting Officer. Differences in centerline profile elevations exceeding 1 foot at any two or more consecutive points shall be reported to the contracting Officer for evaluation and possible revision. Staking of these areas shall be deferred until the Contacting Officer resolves these differences.

3.4 VERTICAL CONTROL

A. Vertical control for construction shall be as referenced on the Drawings.

3.5 MARKING STAKES

A. All stakes shall be legibly marked, in the format agreed upon with the Contracting Officer, with a stake pencil that leaves an imprinted or with waterproof ink. Marking shall conform to the nomenclature below;

PI Point of Intersection of tangents

PC Point of curvature

POC Point on curve

Pt Point of tangency

POT Point on tangent

RP Reference point

P P-line (preliminary location line)

L L-line (final location line)

BM Bench mark

TBM Temporary bench mark

BT Begin taper (any)

ET End taper (any)

C Cut

F Fill

L Centerline

D Ditch

W Width

3.6 SURVEY NOTES

A. All survey data shall be neatly recorded in survey books. All survey notes shall become the property of the Forest Service. Errors shall be deleted by lining out. Date, crew names and positions, instrumentation, and weather shall be recorded in the notes at the beginning of each day’s work. The party chief shall sign or initial each page of the notes immediately after the last entry for each day’s work.

B. Electronically recorded survey notes shall be consecutively numbered and headed to identify the contents. The notes shall be supported and accompanied by a bound book that records the project name and for each day identifies date, crew names and positions, instrumentation, weather, type of survey, stationing of sections between which survey

CONSTRUCTION STAKING 010250-5

was performed, and survey data or sketched that cannot be electronically recorded. The party chief shall sign or initial the electronically recorded notes and Day Book immediately after the last entry for each day’s work.

END OF SECTION 010250

MEASUREMENT AND PAYMENT 011250-1

SECTION 011250 - MEASUREMENT AND PAYMENT

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.

1.2 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 (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.

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."

MEASUREMENT AND PAYMENT 011250-2

1.3 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.

1.4 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.

MEASUREMENT AND PAYMENT 011250-3

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.

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

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

B. 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.

C. The price reduction shall apply to all pay items affected.

D. 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.

E. 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

MEASUREMENT AND PAYMENT 011250-4

will be used. (A repeatability unit is defined as D2S or D2S% limit for single operator precision described in ASTM C670.)

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

Test AASHTO Test Method

Spot Test T102

Particle Charge T59

Ductility T51

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

H. 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 Re-producibility 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 ma-terial 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 bitumi-nous spread rates in increments no greater than 1 foot over the width of the spray bar and varia-tion between increments is no greater than 5 percent.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

MOBILIZATION 011900-1

SECTION 011900 - MOBILIZATION

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.

1.2 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.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011900

SUBMITTAL PROCEDURES 013300-1

SECTION 013300 - SUBMITTAL PROCEDURES

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.

1.2 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 (CO) 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 CO'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. CO 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. Identification: Place a permanent label or title block on each submittal for identification.

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

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

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

a. Project name.

b. Date.

SUBMITTAL PROCEDURES 013300-2

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

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

D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract

Documents on submittals.

E. 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.

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

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.

2.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

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

Sections.

1. 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.

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

3. 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.

SUBMITTAL PROCEDURES 013300-3

C. 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.

D. 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.

E. 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.

2.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

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

Sections.

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

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

3. 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.

SUBMITTAL PROCEDURES 013300-4

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.

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

B. 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.

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

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

E. 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.

F. 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.

3.2 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

SUBMITTAL PROCEDURES 013300-5

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

Sub-sec-tion

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

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 Renno-vator 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

SUBMITTAL PROCEDURES 013300-6

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

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 Draw-ings 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

SUBMITTAL PROCEDURES 013300-7

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

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

QUALITY CONTROL 014100-1

SECTION 014100 - QUALITY CONTROL

1.1 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.

1.2 QUALITY CONTROL

A. 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.

B. 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.

C. 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.

1.3 SUBMITTALS

A. Contractor Quality Control Plan

B. Permits, Licenses, and Certificates

C. Test and Inspection Reports

D. As-Built Drawings

1.4 MEASUREMENT AND PAYMENT

A. 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.

PART 2 - PRODUCTS (Not Applicable)

QUALITY CONTROL 014100-2

3.1 QUALITY CONTROL SYSTEM

A. 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.

3.2 CONTRACTOR QUALITY CONTROL PLAN

A. At the time of the preconstruction conference, the Contractor shall submit for approval a written Contractor Quality Control Plan.

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

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

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

Contracting Officer.

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

a. A list of personnel responsible for quality control and assigned duties.

Include each person's qualifications.

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

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

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

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

3.3 TEST AND INSPECTION…