Attach3 RGS0-100-3-Project Manual Vol I.pdf

Project Manual – Volume I 100% Construction

Documents

Supervisor’s Office

For

USDA Forest Service Rocky Mountain Region

United States Department of Agriculture

Forest Service

Rio Grande National Forest

Supervisor’s Office

April 6, 2020

AUSD

Project Manual – Volume I 100% Construction Documents

Supervisor’s Office

For

USDA Forest Service, Rocky Mountain Region

SUPERVISOR’S OFFICE i

RIO GRANDE NATIONAL FOREST TABLE OF CONTENTS

PROJECT MANUAL

100% CONSTRUCTION DOCUMENTS

TABLE OF CONTENTS

RIO GRAND SUPERVISORS OFFICE

USDA FOREST SERVICE ROCKY MOUNTAIN REGION

DIVISION 0 – PROCUREMENT AND CONTRACTING REQUIREMENTS

000107 Seals Page

001500 List of Drawings

003132 Geotechnical Data

DIVISION 1 – GENERAL REQUIREMENTS

010250 Definition of Items and Measurement and Payment

011000 Summary of Work

011400 Work Restrictions

011700 Accident Prevention

012500 Utility Company Coordination

013100 Project Management and Coordination

013300 Submittal Procedures

014000 Quality Requirements

014500 Construction Indoor Air Quality Management

015000 Temporary Facilities and Control

015639 Temporary Tree and Plant Protection

017300 Execution Requirements

017419 Construction Waste Management

017700 Closeout Procedures

017823 Operation and Maintenance Data

018113 Sustainable Design Requirements

019113 General Commissioning Requirements

SUPERVISOR’S OFFICE ii

DIVISION 2 – EXISTING CONDITIONS

024100 Demolition

DIVISION 3 – CONCRETE

032000 Concrete Reinforcement

033000 Cast-In-Place Concrete

033511 Concrete Floor Finishes

036000 Grout

DIVISION 4 – MASONRY

040511 Mortar for Masonry Repair

DIVISION 5 – METALS

051200 Structural Steel Framing

054000 Cold-Formed Metal Framing

055000 Metal Fabrication

DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES

061000 Rough Carpentry

062000 Finish Carpentry

064100 Architectural Wood Casework

068316 Fiberglass Reinforced Paneling

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

071113 Bituminous Dampproofing

071913 Water Repellant Coatings

072100 Thermal Insulation

072119 Foamed-in-Place Insulation

072500 Weather Barriers

SUPERVISOR’S OFFICE iii

073113 Asphalt Shingles

074113 Metal Roof Panels

074646 Fiber-Cement Siding

076200 Sheet Metal Flashing and Trim

077253 Snow Guards

078400 Firestopping

079200 Joint Sealants

DIVISION 8 – OPENINGS

081113 Hollow Metal Doors and Frames

081416 Flush Wood Doors

083100 Metal Access Panels

083119 GFRG Access Panels

084313 Aluminum-Framed Storefronts

087100 Door Hardware

088000 Glazing

DIVISION 9 – FINISHES

092116 Gypsum Board Assemblies

093000 Tiling

095100 Acoustical Ceilings

096500 Resilient Flooring and Base

096566 Resilient Athletic Flooring

096813 Tile Carpeting

099113 Exterior Painting

099123 Interior Painting

099300 Staining and Transparent Finishing

DIVISION 10 – SPECIALTIES

101400 Signage

SUPERVISOR’S OFFICE iv

102113.13 Metal Toilet Compartments

102226 Folding Panel Partitions

102619 Wall Protection

102800 Toilet, Bath, and Laundry Accessories

104400 Fire Protection Specialties

105113 Metal Lockers

DIVISION 11 – Equipment

115213 Projection Screens

DIVISION 12 – FURNISHINGS

122400 Window Shades

123600 Countertops

DIVISION 13 – SPECIAL CONSTRUCTION

133400 HazMat Storage Buildings

DIVISION 22 – PLUMBING

220500 Common Work Results for Plumbing

220517 Sleeves and Sleeve Seals for Plumbing Piping

220518 Escutcheons for Plumbing Piping

220519 Meters and Gages for Plumbing Piping

220523 General-Duty Valves for Plumbing Piping

220529 Hangers and Supports for Plumbing Piping and Equipment

220548.13 Vibration Controls for Plumbing Piping and Equipment

220553 Identification for Plumbing Piping and Equipment

220719 Plumbing Piping Insulation

220800 Commissioning for Plumbing

221116 Domestic Water Piping

221119 Domestic Water Piping Specialties

SUPERVISOR’S OFFICE v

221123.21 Inline, Domestic Water Pumps

221316 Sanitary Waste and Vent Piping

221319 Sanitary Waste Piping Specialties

221319.13 Sanitary Drains

223400 Fuel-Fired, Domestic-Water Heaters

224100 Plumbing Fixtures

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

230500 Common Work Results for HVAC

230513 Common Motor Requirements for HVAC Equipment

230517 Sleeves and Sleeve Seals for HVAC Piping

230529 Hangers and Supports for HVAC Piping and Equipment

230548.13 Vibration Controls for HVAC Piping and Equipment

230553 Identification for HVAC Piping and Equipment

230593 Testing, Adjusting, and Balancing for HVAC

230713 Duct Insulation

230719 HVAC Piping Insulation

230800 Commissioning of HVAC

231123 Facility Natural-Gas Piping

232300 Refrigerant Piping

233113 Metal Ducts

233300 Air Duct Accessories

233346 Flexible Ducts

233423 HVAC Power Ventilators

233713 Diffusers, Registers, and Grilles

233723 HVAC Gravity Ventilators

235416.13 Gas-Fired Furnaces

238126 Split-System Air Conditioners

SUPERVISOR’S OFFICE vi

DIVISION 26 – ELECTRICAL

260500 Common Work Results for Electrical

260519 Low Voltage Electrical Power Conductors and Cables

260526 Grounding and Bonding for Electrical Systems

260529 Hangars and Supports for Electrical Systems

260533 Raceway and Boxes for Electrical Systems

260553 Identification for Electrical Systems

260800 Commissioning of Electrical

260923 Lighting Control Devices

260943 Networked Lighting Controls

262416 Panelboards

262726 Wiring Devices

262813 Fuses

265100 Lighting Fixtures

DIVISION 27 – COMMUNICATION

270500 Common Work Results for Telecommunications

270526 Grounding and Bonding Telecommunications

270528 Pathways for Telecommunication

270536 Cable Trays for Communication

271100 Communications Equipment Room Fittings

271200 Communication Copper and Finer Optic Network Cabling

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

280500 Common Work Results for Electronic Safety and Security

281300 Access Control Security

282300 Video Surveillance

SUPERVISOR’S OFFICE vii

DIVISION 31 – EARTHWORK

310000 Earthwork

312500 Erosion and Sedimentation Control

313250 Watering

DIVISION 32 – EXTERIOR IMPROVEMENTS

321200 Flexible Paving

321300 Rigid Paving

321540 Crushed Stone Surfacing

323113 Chain Link Fences and Gates

323300 Site Furnishings

329113 Soil Preparation

329119.13 Topsoil Placement

329219 Seeding

329300 Plants

DIVISION 33 – UTILITIES

331000 Water Utilities

333300 Sanitary Sewerage System

334000 Storm Drainage Systems

LIST OF APPENDICES

Appendix A – Geotechnical Engineering Study, 2019, Kumar & Associates, Inc.

SUPERVISOR’S OFFICE viii

THIS PAGE INTENTIONALLY LEFT BLANK

SUPERVISOR’S OFFICE 000107-1

RIO GRANDE NATIONAL FOREST SEALS PAGE

SECTION 000107

SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. CIVIL ENGINEER:

Professional Certification. I hereby certify that these documents were prepared or approved by me and that I am a duly registered Professional Engineer.

License No.___________________

Expiration Date: _______________

JVA, Inc.

4/6/2020

28699

10/31/2021

12/31/2020

SUPERVISOR’S OFFICE 000107-3

C. STRUCTURAL ENGINEER:

JVA, Inc.

43079

SUPERVISOR’S OFFICE 000107-4

D. ARCHITECT:

approved by me and that I am a duly registered Architect.

Barker Rinker Seacat Architecture

203023

SUPERVISOR’S OFFICE 000107-5

E. MECHANICAL ENGINEER:

360 Engineering, Inc.

33412

SUPERVISOR’S OFFICE 000107-6

F. PLUMBING ENGINEER:

360 Engineering, Inc.

33412

SUPERVISOR’S OFFICE 000107-7

G. ELECTRICAL ENGINEER:

AE Design

END OF SECTION 000107

35717

SUPERVISOR’S OFFICE 000107-8

SUPERVISOR’S OFFICE 001500-1

RIO GRANDE NATIONAL FOREST LIST OF DRAWINGS AND SPECIFICATIONS

SECTION 001500

RIO GRANDE NATIONAL FOREST

SUPERVISOR’S OFFICE

LIST OF DRAWINGS

PART 1 – GENERAL

1.1 DESCRIPTION

A. List of Contract Drawings:

1. Index of Sheets:

G001 G002 G003

C001 C002 C003 C004

CE100

C100 C101 C102

CD100

CD101

CD102

C200

CD200

C300 C301

CD300

CD301

CD302

G001

LS101

LS102

LS103

LS104

LS105

LS106

LS107

LS108

COVER

SHEET INDEX

SHEET INDEX

CIVIL GENERAL NOTES

CIVIL LEGENDS

CIVIL ABBREVIATIONS

DEMOLITION PLAN

EROSION CONTROL PLAN

GRADING AND DRAINAGE PLAN

DETAILED GRADING AND DRAINAGE PLAN

DETAILED GRADING AND DRAINAGE PLAN

GRADING AND DRAINAGE DETAILS

GRADING AND DRAINAGE DETAILS

GRADING AND DRAINAGE DETAILS

UTILITY PLAN

UTILITY DETAILS

HORIZONTAL CONTROL PLAN

LINE AND CURVE TABLE

SITE DETAILS

SITE DETAILS

SITE DETAILS

SITE ACCESSIBILITY PLAN

LANDSCAPE SITE LAYOUT PLAN

LANDSCAPE SITE LAYOUT PLAN ENLARGEMENTS

LANDSCAPE SITE LAYOUT PLAN ENLARGEMENTS (OPTION)

LANDSCAPE SITE COORDINATE POINT PLAN

LANDSCAPE SITE COORDINATE POINT PLAN ENLARGEMENTS

LANDSCAPE SITE COORDINATE POINT PLAN ENLARGEMENTS

LANDSCAPE SITE COORDINATE POINT TABLE AND NOTES

SITE LAYOUT DETAILS

SUPERVISOR’S OFFICE 001500-2

LS109

LS110

LS111

LS112

LP101

LP102

LP103

LP104

S001 S002 S030 S031 S101 S102 S501 S502 S503 S504 S505 S506

A001 A002 A010 A011 A015 A016 A020 A021 A030 A031 A101 A131 A211 A250 A251 A301 A302 A311 A312 A401 A402 A600 A611 A612 A613

SITE LAYOUT DETAILS

SITE LAYOUT DETAILS

SITE LAYOUT DETAILS

SITE LAYOUT DETAILS

LANDSCAPE PLANTING PLAN

LANDSCAPE PLANTING PLAN ENLARGEMENTS

LANDSCAPE PLANTING DETAILS

LANDSCAPE PLANTING NOTES AND SCHEDULE

COVER SHEET

GENERAL NOTES, ABBREVIATIONS & SYMBOLS

FOUNDATION DEMO PLAN

MEZZANINE & ROOF DEMO PLAN

FOUNDATION PLAN

ROOF PLAN

FOUNDATION DETAILS

FOUNDATION DETAILS & TRASH ENCLOSURE

WALL DETAILS & SCHEDULES

FRAMING DETAILS

FRAMING DETAILS

FRAMING DETAILS

ABBREVIATIONS AND SYMBOLS

GENERAL NOTES

CODE ANALYSIS

LIFE SAFETY PLAN

SPACE UTILIZATION PLAN

GRID PLAN

EXTERIOR WALL TYPES, FLOOR AND ROOF TYPES

INTERIOR WALL TYPES

DEMOLITION PLANS

DEMOLITION ROOF PLAN

OVERALL FLOOR PLAN

ROOF PLAN

REFLECTED CEILING PLAN

ENLARGED FLOOR PLAN

ENLARGED CEILING PLAN

BUILDING ELEVATIONS

BUILDING ELEVATIONS

BUILDING SECTIONS

BUILDING SECTIONS

WALL SECTIONS

WALL SECTIONS

ACCESSORY SCHEDULES AND ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

SUPERVISOR’S OFFICE 001500-3

A614 A615 A616 A617 A618 A619 A620 A621 A622 A630 A700 A710 A715 A720 A721 A730 A731 A735 A741 A742 A750 A800 A801 A802 A811 A831 A900 A901 A902 A904

M000 M001 M002 M003 M004 M005 M006 M100 M200 M201 M202

P000 P001 P002 P003

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

GENERAL MILLWORK DETAIL

DOOR SCHEDULES AND TYPES

WINDOW TYPES

WINDOW DETAILS

PLAN DETAILS

PLAN DETAILS

SECTION DETAILS - FOUNDATION

SECTION DETAILS - FOUNDATION

SECTION DETAILS - ROOF

MISC. DETAILS, ENTRY COLUMNS

MISC. DETAILS, ENTRY DESK

CEILING DETAILS

INTERIOR FINISH NOTES

INTERIOR FINISH LEGEND

INTERIOR DETAILS

FIRST FLOOR FINISH PLAN

FURNITURE PLAN

OPTIONAL WORK - OVERALL FLOOR PLAN

OPTIONAL WORK - SHOWER ROOM

OPTIONAL WORK - TRASH ENCLOSURE

OPTIONAL WORK - STANDING SEAM METAL ROOM

MECHANICAL COVER SHEET

MECHANICAL CALCULATIONS

MECHANICAL EQUIPMENT SCHEDULES

MECHANICAL EQUIPMENT SCHEDULES

MECHANICAL DETAILS

MECHANICAL DETAILS

MECHANICAL CONTROLS SEQUENCES

MECHANICAL DEMO PLAN

MECHANICAL CONSTRUCTION PLAN

MECHANICAL PIPING PLAN

MECHANICAL ROOF PLAN

PLUMBING COVER SHEET

PLUMBING SCHEDULES

PLUMBING DETAILS

PLUMBING DETAILS

SUPERVISOR’S OFFICE 001500-4

P004 P005 P100 P200 P201 P202 P300 P400 E000 E001 E002 E003 E004 E005 E020 E030 E040 E100 E110 E111 E211 E400 E500 E501 E502 E503

WASTE & VENT ISOMETRICS

DOMESTIC WATER ISOMETRICS

PLUMBING DEMO PLAN

DOMESTIC WATER PLAN

WASTE & VENT PLAN

PLUMBING OPTIONS PLAN

CONDENSATE PIPING PLAN

GAS PIPING PLAN

ELECTRICAL LEGEND

ELECTRICAL GENERAL NOTES

ELECTRICAL/LOW VOLTAGE DETAILS

ELECTRICAL/LOW VOLTAGE DETAILS

ELECTRICAL/LOW VOLTAGE DETAILS

ELECTRICAL/LOW VOLTAGE DETAILS

ELECTRICAL DEMOLITION SITE PLAN

ELECTRICAL DEMOLITION POWER PLAN

ELECTRICAL DEMOLITION LIGHTING PLAN

ELECTRICAL SITE PLAN

OFFICE ELECTRICAL POWER PLAN

OFFICE TECHNOLOGY PLAN

OFFICE ELECTRICAL LIGHTING PLAN

OFFICE ELECTRICAL ONE-LINE DIAGRAM

OFFICE ELECTRICAL SCHEDULES AND DETAILS

OFFICE ELECTRICAL SCHEDULES AND DETAILS

OF OFFICE ELECTRICAL SCHEDULES AND DETAILSFICE

ELECTRICAL SCHEDULES AND DETAILS

146 Total Plan Sheets in this Contract

END OF SECTION 001500

SUPERVISOR’S OFFICE 003132-1

RIO GRANDE NATIONAL FOREST GEOTECHNICAL DATA

SECTION 003132

GEOTECHNICAL DATA

1.1 GEOTECHNICAL DATA

A. This Section with its referenced attachments is part of the Contract Documents for the Project. They provide Geotechnical information and are intended to supplement rather than serve in lieu of Contractor’s' own investigations. They are not a warranty of existing conditions.

B. A Geotechnical Engineer Study for the Project, prepared by Kumar and Associates, dated February 4, 2019, is appended at the end of the specifications as Appendix A.

END OF SECTION 003132

SUPERVISOR’S OFFICE 003132-2

RIO GRANDE NATIONAL FOREST GEOTECHNICAL DATA

SUPERVISOR’S OFFICE 010250-1

RIO GRANDE NATIONAL FOREST DEFINITION OF CONTRACT ITEMS AND

MEASUREMENT AND PAYMENT

SECTION 010250

DEFINITION OF CONTRACT ITEMS

AND

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. The intent of this section is to explain, in general; what is and what is not included in a contract item; the limits or cut-off points where one item ends and another begins; and method of measurements and basis of payment for work items listed in the Schedule of Items.

B. Work: Furnishing all labor, materials, equipment, and other incidentals necessary to successfully complete the project or any portion of it, and carrying out all duties and obligations imposed by the contract on the Contractor.

C. Payment: For each individual item listed here and in the Schedule of Items, payment shall be full compensation for all work related to the particular item in accordance with these specifications and as shown on the drawings.

D. Measurement and payment for contract work shall be made only for and under those pay items included in the Schedule of Items. All other work and materials shall be considered incidental or as included in the payment for items shown

1.2 DETERMINATION OF QUANTITIES

A. Quantity Measurements:

1. Make all measurements for computation of quantities for all work items except those specified for payment by Designed Quantity (DQ) or Lump Sum Quantity

(LSQ).

2. Compute the quantities for periodic progress payments. The Contracting Officer shall compute the quantities for the final payment based on measurements taken by the Contractor.

3. Contractor measurements are subject to verification.

4. Submit all field notes, calculation sheets, and other data used to determine quantities.

5. Certify in writing as to the accuracy of the measurements and computations submitted.

B. Use the following measurements and calculations to determine contract quantities.

1. For individual construction items:

SUPERVISOR’S OFFICE 010250-2

MEASUREMENT AND PAYMENT

a. Longitudinal and lateral measurements for area computations: Make horizontally or corrected to horizontal measurement unless otherwise specified.

b. Measurements for geotextiles, netting and erosion control blankets: Make along slope lines.

2. Use the average end area method to compute volumes of excavation or embankment. However, if in the judgment of the Contracting Officer (CO), the average end area method is impractical, make measurement by volume in hauling vehicles or by other three dimensional methods.

3. Structures: 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, and underdrains: Make measurements parallel to the base or foundation upon which the structures are placed. Measure pipes along center of invert.

5. For aggregates weighed for payment: Don not adjust tonnage for moisture content, unless otherwise specified or indicated.

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.

1.3 UNITS OF MEASUREMENT

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

B. Lump Sum: Do not measure directly. The bid amount is complete payment for all work described in the contract and necessary to complete the work for that item.

C. Square Feet: Longitudinal and transverse measurements for area computations will be made horizontally. Do not make deductions from the area computation for individual items having an area of 1 square foot or less.

D. Acre: 43,560 square feet. Make longitudinal and transverse measurements for area computations horizontally. Do not make deductions from the area computation for individual exclusions having an area of 500 square feet or less.

E. Cubic Yard: A measurement computed by one of the following methods:

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

SUPERVISOR’S OFFICE 010250-3

MEASUREMENT AND PAYMENT

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

3. 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.

F. Each: One complete unit, which may consist of one or more parts.

G. Linear Foot: Linear feet measured horizontally.

H. Square Yard: 9 square feet. Longitudinal and transverse measurements for area computations will be made horizontally. Do not make deductions from the area computation for individual fixtures having an area of 9 square feet or less.

I. Ton: 2000 pounds. No adjustment in contract price will be made for variations in quantity due to differences in the specific gravity or moisture content. Use net certified scale weights, or weights based on certified volumes.

1.4 EARTHWORK TOLERANCES

A. Where tolerances are shown in the contract, they are intended to define reasonably close conformity. 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 roadway sections and to balance earthwork. Such adjustments shall not be considered as "Changes".

PART 2 - METHOD OF MEASUREMENT

2.1 GENERAL

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

B. ACTUAL QUANTITIES (AQ)

1. These estimated quantities which are determined from actual measurements of completed work.

C. DESIGNED QUANTITIES (DQ)

1. These quantities denote the final number of 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

SUPERVISOR’S OFFICE 010250-4

MEASUREMENT AND PAYMENT

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.

D. LUMP SUM QUANTITIES (LSQ)

1. 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 be measured complete and in-place.

PART 3 – DEFINITION OF CONTRACT ITEMS

3.1 SCHEDULE OF ITEMS

A. The project Schedule of Items includes several sections to organize the contract items into Base Items and Optional Items. When a pay item is described as a Base Item, the description will be the same when that item or a similar item is included as an Optional Item. Provide item pricing for all items listed in the Schedule of Items.

Contract award will be made for all Base Items. Those items listed as Optional Items will be awarded based on available project funding. The Optional Items may be awarded in any order and in any combination.

3.2 DEFINITION OF BASE ITEMS

A. Base Items:

1. Base Item No. 1 – Mobilization

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, and other work that must be performed or that cause costs to be incurred prior to beginning work on the various items on the project site.

2. Base Item No. 2 – Site Preparation

a. Measurement: This item is measured as a lump sum quantity.

SUPERVISOR’S OFFICE 010250-5

MEASUREMENT AND PAYMENT

b. Payment: The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, materials, equipment, labor and incidentals required to perform all operations necessary for the following:

1) Traffic control and associated signage.

2) Construction fencing.

3) Concrete washout station installation.

4) Construction erosion control and storm water management.

5) Clearing, grubbing, removing, and disposing of construction slash and debris.

6) Remove site furnishings and appurtenances including concrete and asphalt paving, sidewalks, wheelstops, signs, and other site items;

7) Hauling/disposal of excess fill material and asphalt.

8) Regrading of impacted areas.

3. Base Item No. 3 – Site Improvements

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary for the following:

1) Contractor sampling, testing, and quality control work.

2) Construction surveying and staking.

3) Site excavation, grading and improvements for site work and drainages; excavation, importing, hauling and placement of backfill;

hauling & placement of aggregate; construction of site concrete flat work, curb and gutter, valley pan, sidewalks, pads, patios, and entries; aggregate surface parking areas; asphalt roadway and visitor parking; including, wheelstops and striping.

4) Landscape/site items including parking signage and street sign, flagpole, and bollards.

5) Native seeding of disturbed areas, landscape mulch, pea gravel and crusher fines, rip rap, boulders, and landscape watering.

4. Base Item No. 4 – Site Civil Utilities

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary for the following:

1) Removing and abandoning utilities including capping existing connections, associated trenching and backfilling, and coordination of utility demolition with utility companies.

2) Utilities including water, sewer, storm, and natural gas from 5 feet beyond the building wall to the utility system connection; including coordination of new utilities with utility company; trenching and backfill; piping; valves, fire hydrants, and associated components;

SUPERVISOR’S OFFICE 010250-6

MEASUREMENT AND PAYMENT

storm headwalls, drainage pond outlet structure, rip rap swales, area drain, and sidewalk chases.

a) Water Company to furnish main meter and meter box for contractor installation. The cost for items furnished by the water company work is not part of this contract.

b) Gas Company to provide and install meter and piping. The cost for the gas company work is not part of this contract.

5. Base Item No. 5 – Site Electrical Utilities

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary for the following:

1) Removing and abandoning electrical and communication utilities including capping existing connections, associated trenching and backfilling, and coordination of utility demolition with utility companies.

2) Electrical and communication utilities from 5 feet beyond the building wall to the utility system connection; including coordination of new utilities with utility company; trenching and backfill; conduits, conductors, pull strings; associated components for relocation of electrical service and communication service; and site lighting.

a) Electrical Company to install conduit and conductors from service connection to transformer, and provide and install transformer, CT cabinet, and meter. The cost for the electrical company work is not part of this contract.

b) Communication Company to install cabling in contractor provided conduit. The cost for the communication company work is not part of this contract.

6. Base Item No. 6 – Building Demolition

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary to demolish and dispose identified areas of the building.

7. Base Item No. 7 – Foundation

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to furnish and install foundations and building slab on grade including

SUPERVISOR’S OFFICE 010250-7

MEASUREMENT AND PAYMENT

excavation, backfill, rigid wall insulation, waterproofing system and associated accessories.

8. Base Item No. 8 – Superstructure

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to furnish and install exterior wall and roof framing, modifications to roof joists, and associated accessories, sheathing, and fasteners.

9. Base Item No. 9 – Enclosure

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to furnish and install exterior wall siding, trim, and wall insulation, roof insulation, exterior windows, exterior doors and hardware, and associated accessories, fasteners, and finishes.

10. Base Item No. 10 – Roofing

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to furnish and install roof coverings including asphalt shingles, flashings, snow clips, gutters, downspouts, and associated accessories, fasteners, and finishes.

11. Base Item No. 11 – Interior Construction

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to furnish and install interior construction including partition walls, ceilings, interior glazing, interior doors, hardware, and access hatches, and bathroom partitions, bathroom accessories, and associated fittings and fasteners.

12. Base Item No. 12 – Interior Finishes

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to furnish and install interior finishes for walls, floors, and ceilings.

13. Base Item No. 13 – Building Plumbing Systems

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to furnish and install plumbing systems within the building to five feet outside the

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MEASUREMENT AND PAYMENT

building. Provide price for plumbing work beyond five feet in site civil utilities base item.

14. Base Item No. 14 – Building Mechanical Systems

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to furnish and install mechanical systems within the building to five feet outside the building.

15. Base Item No. 15 – Building Electrical and Communication Systems

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to furnish and install electrical and communication systems; including, access control system and backboxes for building intrusion monitoring systems within the building to five feet outside the building. Provide price for electrical and communication work beyond five feet in site electrical utilities base item.

16. Base Item No. 16 – Equipment

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to furnish and install dishwasher and knox box.

17. Base Item No. 17 – Furnishings

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to furnish and install fixed furnishings including control desk, base cabinets, countertops, vanities, signage and operable partition.

3.3 DEFINITION OF OPTIONAL ITEMS

A. The following are option items for consideration in a price proposal and included at contract award only if found to be in the Government best interest and if funds are available. Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interest, the Government will evaluate offers for award Purpose by adding the total price for all options to the total price for the Requirements.

Evaluation of options will not obligate the Government to exercise the options. The Contracting Officer may exercise an option by written notice to the contractor within 180 calendar days after award. Any reference to optional bid items in the specifications or project plans are a reference to optional items in the Schedule of Items.

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MEASUREMENT AND PAYMENT

1. Optional Item No. 1 – Fleet Parking

a. Measurement: This item is measured as a Lump Sum quantity.

b. The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, quality control, as-builts, materials, equipment, labor, and incidentals to install fleet parking area including excavation, grading, gravel, and lighting. Chainlink fencing and gates are not included in this item. These are included in a separate optional item.

2. Optional Item No. 2 – Covered Storage Building

a. Measurement: This item is measured as a Lump Sum quantity.

b. The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, quality control, as-builts, materials, equipment, labor, and incidentals to install covered storage building and associated electrical.

3. Optional Item No. 3 – Administration Sign

a. Measurement: This item is measured as an actual quantity for each.

b. The contract price shown in the Schedule of Items includes all mobilization/demobilization, quality control, as-builts, materials, equipment, labor and incidentals required to perform all operations to complete the work associated with the administration sign including excavation, backfilling, concrete, and signs.

4. Optional Item No. 4 – Chain Link Fencing and Associated Gates

a. Measurement: This item is measured as a Lump Sum quantity.

b. The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, quality control, as-builts, materials, equipment, labor, and incidentals to complete the work associated with security fencing and motorized gates.

5. Optional Item No. 5 – Asphalt Employee Parking A

a. Measurement: This item is measured as a Lump Sum quantity.

b. The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, quality control, as-builts, materials, equipment, labor, and incidentals to asphalt parking instead of gravel in the employee parking area A. Work includes a credit for the aggregate parking, and includes aggregate base, asphalt, and striping.

6. Optional Item No. 6 – Asphalt Employee Parking B

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, quality control, as-builts, materials, equipment, labor, and incidentals to asphalt parking instead of gravel in the employee parking area B. Work includes a credit for the aggregate parking, and includes aggregate base, asphalt, and striping.

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MEASUREMENT AND PAYMENT

7. Optional Item No. 7 – Vehicle Charging Stations

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, quality controls, as-builts, materials, equipment, labor, and incidentals to complete the work associated with vehicle charging stations; including, charging stations, signs, and electrical. Underground conduits with pull strings provided under base item.

8. Optional Item No. 8 – Brick Tuckpointing

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, materials, equipment, labor, and incidentals to complete work associated with cleaning, repairing, and repointing exterior brick.

9. Optional Item No. 9 – Lockers

a. Measurement: This item is measured as an actual quantity for each.

b. Payment: The contract price shown in the Schedule of Items includes all mobilization/demobilization, materials, equipment, labor, and incidentals to complete work associated with lockers.

10. Optional Item No. 10 – Casework

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, materials, equipment, labor, and incidentals to complete casework including, cabinets, countertops, and associated components in the following locations;

1) Janitor’s room.

2) Mail room, base and upper cabinets.

3) Fitness room.

4) Breakroom upper cabinets.

5) Conference room upper cabinets.

11. Optional Item No. 11 – Window Coverings

a. Measurement: This item is measured as an actual quantity for each.

b. Payment: The contract price shown in the Schedule of Items includes all mobilization/demobilization, materials, equipment, labor, and incidentals to complete work associated with window coverings.

12. Optional Item No. 12 – Floor Polish

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all mobilization/demobilization, materials, equipment, labor and incidentals required to complete work associated with polishing concrete floors. Include deduct for sealed concrete.

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MEASUREMENT AND PAYMENT

13. Optional Item No. 13 – Metal Roof

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, materials, equipment, labor, and incidentals to complete work associated with a metal roof instead of asphalt roof. An asphalt roof is included in the building base item. This optional item reflects the increase in price associated for a metal roof.

14. Optional Item No. 14 – Heat Trace System

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, materials, equipment, labor, design and incidentals to complete work associated with heat trace system for roof, gutter, downspouts; including, electrical panel, conduits, conductors, heat cable, controls, attachment, splices, and associated electrical boxes and accessories.

15. Optional Item No. 15 – Building Intrusion Detection System

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, materials, equipment, labor and incidentals to complete work associated with intrusion monitoring system including CCTV cameras, controller, storage device, cabling, and testing.

Conduit and backboxes are included in Building Base Item.

16. Optional Item No. 16 – Hazardous Material Storage Building

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, materials, equipment, labor and incidentals to install Hazardous Material Storage Building; including concrete pad, building, and associated electrical.

17. Optional Item No. 17 – Trash Enclosure

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, materials, equipment, labor and incidentals required to complete the work associated with trash enclosure including concrete pad, walls, and gates.

18. Optional Item No. 18 – Site Furnishings

b. Payment: The contract lump sum price shown in the Schedule of Items includes all mobilization/demobilization, materials, equipment, labor and incidentals required to perform all operations to complete the work associated with site furnishings including bike racks, benches, and picnic tables. .

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MEASUREMENT AND PAYMENT

19. Optional Item No. 19 – Planting

a. This item is measured as a lump sum quantity.

b. Payment: The contract price shown in the Schedule of Items includes all mobilization/demobilization, materials, equipment, labor and incidentals required to complete work associated with native seeding and perennial plantings.

20. Optional Item No. 20 – Shower Room

a. This item is measured as a lump sum quantity.

b. Payment: The contract price shown in the Schedule of Items includes all mobilization/demobilization, materials, equipment, labor and incidentals required to buildout the shower room adjacent to the fitness room;

including, associated walls, finishes furnishings, plumbing, mechanical and electrical.

21. Optional Item No. 21 – Blasting

a. Measurement: This item is measured per Actual Quantity for each occurance if needed.

b. Payment: The contract price for each occurrence as shown in the

Schedule of Items shall include all materials, equipment, labor and incidentals to blast rock.

22. Optional Item No. 22– Rock Hammer

a. Measurement: This item is measured per Actual Quantity.

b. Payment: The contract linear foot price as shown in the Schedule of Items shall include all materials, equipment, labor and incidentals to excavate 12-inch wide trench through rock in 6-inch deep increments if rock is encountered and cannot be trenched.

23. Optional Item No. 23 – Export Rock Spoils

a. Measurement: This item is measured per Actual Quantity.

b. Payment: The contract cubic yard price as shown in the Schedule of Items shall include all materials, equipment, labor and incidentals to remove and dispose off-site rock spoils.

END OF SECTION 010250

SUPERVISOR’S OFFICE 011000-1

RIO GRANDE NATIONAL FOREST SUMMARY OF WORK

SECTION 011000

SUMMARY OF WORK

PART 1 – GENERAL

1.1 DESCRIPTION

A. The intent of the contract is to provide for the complete construction of the project as described in the contract. The project requires the contractor to be responsible for supplying all labor, materials, equipment, miscellaneous items, freight, delivery, and all necessary valid licenses and permits required to complete work identified in Division 1, Section 010250: Definition of Contract Items and Measurement and Payment.

B. The Supervisor’s Office is administered by the Rio Grande National Forest. Work for this project consists of partial building demolition, and removal of utilities, asphalt, gravel, concrete, trees, shrubs, and associated equipment and appurtenances;

remodeling the remaining portion of the building into an office building and installation of associated building components, utilities, site work, and paving.

C. Optional items may be awarded at the time of award of the base contract subject to funds availability and other terms and conditions of this contract. However, optional items may also be awarded up to 6 months after award of the base items. Contractor must guarantee pricing for 6 months after award of base items.

D. Known hazardous material will be removed through a separate contract that is not part of this contract. The hazardous material will be removed prior to beginning work associated with this contract.

1.2 LOCATION

A. This project is located at the Del Norte High School located at 9th and Hermosa, Del Norte, Colorado 81132.

1.3 GENERAL SITE CONDITIONS AND WEATHER

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A. The elevation of the site is approximately 7,884 feet above mean sea level. The site experiences an average of 10.1 inches of precipitation (rainfall) per year, an average of 42 inches snowfall per year with an average high of 77° F in July and an average low of 3° F in January. Snow period can occur from October through April.

B. A geotechnical report has been prepared by Kumar & Associates, Inc., 6735 Kumar Heights, Colorado Springs, CO 80918, project #19-2-178, dated July 23, 2019. The report is provide as part of the specifications.

C. In-depth water table surveys have not been performed at the site. If water is encountered during excavation, the Contractor shall perform adequate dewatering to keep the excavation free from water and dispose of the water without damage to property.

1.4 CONTRACTOR’S RESPONSIBILITIES

A. Provide adequate signing and barricades and take necessary safety measures during all construction operations. Minimize disturbance of all undisturbed areas.

1.5 FIELD VERIFICATION

A. Field verify all new and existing dimensions affecting the work of this contract before ordering products.

B. Contact “One-Call” at 811 prior to initiating excavation work to locate utility companies buried utilities. Additionally, obtain the services of a locating company to locate other buried utilizes including government owned utilities. Do not initiate any excavation work until utilities have been located and marked.

C. Existing buried utilities are shown on the drawings as accurately as existing records permit. Use caution when excavating in areas where buried utilities are anticipated.

Repair any damage to buried utilities caused through work associated with this contract.

1.6 PERMITS

A. State electrical inspection is required for this project. Obtain permits for electrical work if the State Electrical Inspector requires a permit to perform the inspection.

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PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011000

SUPERVISOR’S OFFICE 011000-4

SUPERVISOR’S OFFICE 011400-1

RIO GRANDE NATIONAL FOREST WORK RESTRICTIONS

SECTION 011400

WORK RESTRICTIONS

PART 1-GENERAL

1.1 USE OF PREMISES

A. Use of Site: Confine constructions operations to immediate area of work. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1.2 GOVERNMENT'S OCCUPANCY REQUIREMENTS

A. The Government will not occupy the site during construction period.

1.3 WORK RESTRICTIONS

A. Nonsmoking Building: Smoking is not permitted within the buildings or within 25 feet (8 m) of entrances, operable windows, or outdoor air intakes.

B. Overnight camping on the Site is not permitted.

1.4 CONTRACTOR’S RESPONSIBILITIES

A. The Contracting Officer will designate areas on the site for material storage. Confine storage of materials to areas as approved by the CO.

B. Provide adequate signing and barricades and take necessary safety measures to protect the public during all construction operations. Minimize disturbance of all undisturbed areas.

PART 2- PRODUCTS (NOT USED)

PART 3- EXECUTION (NOT USED)

SUPERVISOR’S OFFICE 011400-2

RIO GRANDE NATIONAL FOREST WORK RESTRICTIONS

END OF SECTION 011400

SUPERVISOR’S OFFICE 011700-1

RIO GRANDE NATIONAL FOREST ACCIDENT PREVENTION

SECTION 011700

ACCIDENT PREVENTION

PART 1 - GENERAL

1.1 DESCRIPTION

A. The work of this section consists of establishing an effective accident prevention program and providing a safe environment for all personnel and visitors.

1.2 SUBMITTALS

A. Accident Prevention Program: Before on-site work begins, submit for approval an accident prevention program. The Contracting Officer (CO) will review the proposed program for compliance with OSHA and project requirements. If the program requires any revisions or corrections, the Contractor shall resubmit the program within 10 days.

No progress payments will be processed until the program is approved. The program shall include:

1. Name of responsible supervisor to carry out the program.

2. Weekly and monthly safety meetings.

3. First aid procedures.

4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, government personnel, and the Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers.

5. Training, both initial and continuing.

6. Planning for possible emergency situations, such as floods, fires, cave-ins, slides, explosions, power outages, and wind storms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

B. Certificates: Provide certificates from a mechanic that all mechanical equipment has been inspected and meets OSHA requirements.

C. Submit a copy of test reports, as required by OSHA, for personnel working with hazardous materials.

D. Submit a brief report of safety meetings and of inspections.

E. Upon request, submit proof of employees' qualifications to perform assigned duties in a safe manner.

1.3 QUALITY ASSURANCE

A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the General Provisions. In case of conflicts between Federal, state, and local safety and health

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requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.

B. Qualifications of Employees

1. Ensure that employees are physically qualified to perform their assigned duties in a safe manner.

2. To as great an extent as possible, do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

3. Operators of vehicles, mobile equipment, hoisting equipment, and hazardous plant equipment shall be able to understand signs, signals, and operating instructions, and be capable of operating such equipment. Provide operating instructions for all equipment. Newly hired operators shall be individually tested by an experienced operator or supervisor to determine if they are capable of safely operating equipment.

1.4 ACCIDENT REPORTING

A. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage by accident in excess of $100, and fires. Within 7 days of a reportable accident, fill out and forward to the CO a CA-1 form, which may be obtained from the CO.

B. All Other Accidents: The Contractor shall report all other accidents to the CO as soon as possible and assist the CO and other officials as required in the investigation of the accident.

PART 2 – PRODUCTS

2.1 FIRST AID FACILITIES: Provide adequate facilities for the number of employees and the type of construction at the site.

2.2 PERSONNEL PROTECTIVE EQUIPMENT: Meet requirements of NIOSH and MSHA, where applicable, as well as ANSI.

2.3 BARRIERS: See division 1 section “Temporary Facilities and Controls” for barriers.

PART 3 – EXECUTION

3.1 EMERGENCY INSTRUCTIONS: post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site. Provide Contractor’s personnel emergency contact list to CO that includes telephone/cell phone numbers for after hours.

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3.2 ESCAPE ROUTES: provide and maintain adequate escape routes at all times in accordance with the Life Safety Code (NFPA 101-91). No corridor, aisle, stairway, door, or exit shall be obstructed or used in a manner that interferes with escape routes.

3.3 PROTECTIVE EQUIPMENT

A. Inspect personal protective equipment daily and maintain in a serviceable condition.

Clean, sanitize, and repair, as appropriate, personal items before issuing them to another individual.

B. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.

3.4 SAFETY MEETINGS

A. As a minimum, conduct weekly 15-minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite.

B. Conduct monthly safety meetings for all levels of supervision. Notify the CO so that he may attend. These meetings shall be used to review the effectiveness of the Contractor's safety effort, to resolve current health and safety problems, to provide a forum for planning safe construction activities, and for updating the accident prevention program.

The CO will enter the results of the meetings into his daily log.

3.5 HARD HATS AND PROTECTIVE…