W912DW20R0019_20July2020.pdf

W912DW20R0019

20 July 2020

The solicitation has been updated as follows:

Statement of Work – Paragraph 1.5.3 is revised, concerning the SSHO.

00 21 00 – Paragraph 1.8 has been updated to clarify email addresses for receipt of proposals.

00 24 00 – Paragraph 4.2.3.2.1 Submittal Requirements had the Sample Project name corrected.

Proposal Due Date remains 27 July 2020 at 2:00 PM (Pacific).

Contractor shall furnish all labor, materials, equipment, services and incidentals required to perform all w ork ordered under this competitive

8(a) Pre-Priced, Single Aw ard Task Order Contract (SATOC) a broad range of maintenance, repair and minor construction w ork on vehicle roadw ays and airf ield paving projects at Joint Base Lew is-McChord (JBLM) in support of Public Works (PW) activities headquartered at Joint

Base Lew is-McChord (JBLM). All w ork performed under this contract shall be performed in strict accordance w ith the attached Contract

Clauses, Special Contract Requirements and Technical Specif ications.

It has been determined that competition w ill be limited to 8(a) f irms located w ithin the geographical area serviced by the SBA Seattle District

Office (see attachment B- SBA Map), and other 8(a) construction f irms w ith a bona fide place of business w ithin the geographical competitive area, and the assigned NAICS code. All other 8(a) BD Participants are deemed ineligible to submit offers.

253-966-4384

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

27-Jun-2020

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

X

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________1826 calendar days after receiving aw ard, notice to proceed. This performance period is X mandatory, negotiable. (See _________________________Task Orders

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________0 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________27 Jul 2020 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, X is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW

PAGE OF PAGES

1 OF

CODE 960580

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

USACE SEATTLE CONTRACTING

SPECIAL PROJECTS BRANCH

BLDG 2015 4TH & PENDELTON 3RD FLOOR

FORT LEWIS WA 98433

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

206-764-6817FAX:TEL: TEL: 253-966-4391 FAX:

W912DW20R0019 83

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued)

(Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section 00 10 00 - Solicitation

TABLE OF CONTENTS

SECTION TITLE

00 10 00 SF 1442 and Schedule 00 21 00 Instructions, Conditions and Notice to Offerors 00 24 00 Proposal Submission and Evaluation 00 45 00 Representations and Certifications, Corporate Certificate, and other Statements of

Offerors, and Pre-Award Information 00 72 00 Contract Clauses 00 73 00 Special Contract Requirements, which include the following:

DB Wages Davis-Bacon General Wage Decision 00 01 0 Bid Schedule 01 11 00 Statement of Work Technical Specifications (provided under separate cover) Combined UFC’s (provided under separate cover) Combined Details (provided under separate cover)

Attachments:

A – Banking & Bonding

B – SBA MAP

C - ELIN Pricing Schedule D - ELIN Descriptions E - ELIN Use Example F - Sample Project Logistics Gate - Statement of Work G – Sample Project Logistics Gate - Drawings H - Technical Specifications I – Combined UFC’s J – Combined Details K - Past Performance Questionnaire (PPQ)

RETURN THE FOLLOWING WITH YOUR PROPOSAL:

- SF 1442, & Schedule

- Capability of Bonding Documentation

- Section 00 45 00 – Corporate Certificate, Representations and Certifications and Pre-Award Information

- Financial Data – If the Contracting Officer considers it necessary, be prepared to provide financial data

- Point of Contact Information for Contract

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

$45M ROADS IDIQ, BASE PERIOD

FFP

Base Period - Single Award Task Order Contract (SATOC) for Roads and Airfield

Projects on Joint Base Lewis-McChord (JBLM), Washington. (Note: This Contract establishes a total contract maximum capacity of $45M and does not subdivide that capacity into yearly or Option Period amounts.)

FOB: Destination

NET AMT

STATEMENT OF WORK

SECTION 01 11 00

STATEMENT OF WORK

Version 1.40

Issued [Publish Date]

CONSTRUCTION

RFP Final

Date: April 13, 2020

Revised: July 20, 2020

1. GENERAL DISCUSSION

1.1. Description of Work

Provide all plant, labor, tools, equipment, and materials (except as indicated otherwise in the specifications) and perform all work in strict accordance with the specifications and plans required for the Single Award Task Order Contract (SATOC). The SATOC is for a broad range of maintenance, repair and minor construction work on vehicle roadways and airfield paving projects at Joint Base

Lewis-McChord (JBLM). The work is required in support of Public Works (PW) activities headquartered at Joint Base Lewis-McChord (JBLM). During the contract period, the Government will issue Requests for Proposals for tasks required to complete identified projects. The Contractor shall be required to furnish all materials, equipment, and personnel necessary to manage and accomplish the Task Orders (TOs). The Task Orders may include construction, removal, replacement, and repair associated with Pavement Projects as defined below.

1.2. Definitions of a “Pavement Project”

1.2.1. Roadway Pavement: Is a surfaced area designated to carry vehicular traffic that includes the entire pavement system structure above the subgrade. Hot mixed asphalt (HMA) or portland cement concrete (PCC) required to support vehicle loadings whether they are the traveled way, shoulders, turn lanes, auxiliary lane, parking lots, is to be considered roadway pavement. Roadway PCC paving can include both fixed-formed and slip-formed paving utilizing dowels and reinforcement.

1.2.2. Airfield Pavement: Is a surfaced area designated to carry aircraft traffic and includes the entire pavement system structure above the subgrade. HMA or PCC required to support aircraft loadings, whether interior (hangar floors) or exterior, (runway, taxiway, taxilane, aprons, shoulders, landing pads) is to be considered airfield pavement. Specifications governing execution of airfield pavements are often more stringent than those of roadway pavements, requiring different materials, equipment, and techniques to be successful. Airfield PCC paving can include both fixed-formed and slip-formed paving utilizing dowels and reinforcement.

1.2.3. Range Roads: (Also known as Combat Vehicle Trails) are permanent, gravel roads used to access combat training areas on JBLM. Trails are used by heavy tactical vehicles and equipment, construction equipment, log hauling operations, and lowboy truck and trailer. Typical repair includes grading to reestablish roadway crown and ditches, filling low areas, drainage improvements, and placement and compaction of gravel courses.

1.2.4. Sidewalks: Pedestrian paths that are separated from motorized traffic. Sidewalks may be located immediately adjacent roadways, between barracks, businesses, parking lots, or recreational areas.

Surface material can be PCC, HMA, or gravel. Sidewalks shall be ADA compliant, constructed on a prepared gravel base, and match existing grades. Sidewalks are typically constructed as part of larger pavement projects; however, projects can primarily consist of sidewalk construction.

1.2.5. Curb and Gutter: Typical curb and gutter will be made of PCC with an approximate total height of

12-inches, a gutter width of 12-inches, and curb width of 6-inches. Placement can be accomplished by a slip form/extrusion machine, formed method, or by a combination of these methods.

1.2.6. Parking Lot: An area designated for parking vehicles, comprised of HMA, PCC, and/or graveled surfaces.

1.2.7. Principal activities in a pavement project can include:

a. Demolition of HMA, concrete pavement, sidewalk, curb and gutter

b. Clearing and grubbing, tree felling, stump removal, excavation, grading, and compaction

c. Pulverize, demolish, and/or milling HMA

d. Roadway and airfield HMA paving

e. Roadway and airfield PCC paving including isolated PCC panel replacement

f. Sidewalk construction

g. Grade and gravel range roads

h. Airfield pavement crack, joint, and spall repair

i. Pavement rejuvenation to include mill and overlay, crack and joint repair, pavement patching, and bituminous surface treatment

1.2.8. Ancillary activities in a pavement project can include:

a. Stormwater drainage pipe, structures, and appurtenances

b. Potable water distribution pipe and appurtenances

c. Sanitary sewer pipe, structures, and appurtenances

d. Erosion control

e. Vehicular and pedestrian traffic control

f. Layout and installation of pavement markings

g. Traffic signal lights and appurtenances

h. Street lighting and appurtenances

i. Underground electrical power and appurtenances

j. Fencing

k. Landscaping

1.2.9. Site Layout: The Contractor shall be responsible for survey of work site existing conditions to include, but not limited to topography, buildings, and utility infrastructure (above and below ground). The Contractor shall establish and set vertical and horizontal controls, angle points, distances, locations of surface and subsurface features, construction staking, and layout based on government provided simplified sketches. Staking and layout may include calculating and setting elevations and grades to provide positive drainage of pavement surfaces and subsurface pipes and structures (e.g. a furnished sketch shows the geometry of a new parking lot and the Contractor provides all layout including calculating elevations and grades).

1.3. Work Covered by Contract Documents

1.3.1. Location

Project sites shall be located on Joint Base Lewis-McChord, Washington.

1.3.2. Exhibit Line Item (ELIN)

a. This is a pre-priced line item contract. Task Orders issued under this contract shall be negotiated and priced based on the ELINs identified in the ELIN Pricing Schedule

(Attachment C), and as described in the ELIN Descriptions (Attachment D), only adjusted by the formula identified in paragraph 1.3.4.

b. The ELIN descriptions define the scope of work for each ELIN and reference the applicable technical specification by which the contractor shall comply. Each ELIN description includes all labor, materials, equipment, mobilization, demobilization, clean-up, supervision, overhead, and profit required to perform the work. The ELIN Pricing

Schedule identifies the unit of measure and unit pricing.

1.3.3. Ordering Procedures

a. The Government will issue a Request for Proposal (RFP) to the contractor. The RFP shall contain the following:

(1) project specific Statement of Work (SOW)

(2) concept sketch(es)

(3) supplemental specifications (if necessary)

(4) submittal register

b. Site walk(s) and scoping meeting(s) will be conducted with the Government and Contractor prior to submission of the proposal. The scope of work, sketches, recommended improvements, and means and methods of construction will be discussed.

c. The Contractor shall submit a proposal, containing a Pricing Schedule (to include quantity take-offs of appropriate Exhibit Line Item Number(s) (ELIN), a preliminary construction schedule, any recommended improvements to SOW or sketches, and a preliminary traffic control plan when applicable.

(1) The price schedule ELIN values are inclusive of all direct and indirect costs and profit.

(2) Non-pre-priced (NPP) items shall not exceed 10% of the overall task order value. NPP items over $2,500 require three competitive quotes. The proposed price for NPP items shall include the quote plus applicable mark-ups for direct and indirect costs and profit.

(3) If a fraction of an ELIN unit is proposed, the total price of that ELIN shall be submitted by rounding to the nearest penny.

d. A negotiation will be conducted between the Government and Contractor to discuss applicable ELINs, quantities, NPP items, construction duration, traffic control approach, and any changes to scope or sketches (recommended improvements).

e. ELINs agreed upon during negotiations (to include the means and methods of construction) shall be considered as part of the scope of work for that Task Order. Negotiated quantities will be used only for the pricing of the Task Order and will not be binding on either party unless otherwise specified in the Task Order SOW.

f. A bilateral firm fixed price task order will be awarded by the Contracting Officer to complete the work as negotiated in the final SOW and sketches. The Contractor cannot begin work until the Contracting Officer has approved the applicable performance and payment bonds and a Notice to Proceed is issued.

g. The Contractor will not be reimbursed for any pre-task order costs to include site visits, proposal preparation, or attendance during negotiations.

1.3.4. Price Adjustment

a. Unit pricing will be fixed (See Attachment C) for the life of the contract, but will be adjusted to price each task order, by applying the current adjustment co-efficient.

b. In computing the adjustment co-efficient, the Construction Cost Index (CCI) may be located on the “Market Trends” page of the Engineering News-Record (ENR) issue current at the time that the task order is awarded. The ENR is available at www.enr.com

c. The adjustment co-efficient will be calculated as PL = P x F, where:

(1) PL = New Rate

(2) P = Price Initial Period of Contract

(3) F = Index Factor. The Index Factor is calculated as F = CCI-C / CCI-B

1. CCI-C = CCI for the month in which the RFP is issued

2. CCI-B = CCI for the month in which the IDIQ is awarded

(4) If the CCI ceases to be published, the parties will agree on substitute indices to be used and the contract modified accordingly. Coefficients will not be adjusted for any other changes or circumstances encountered during the life of the contract. When it is determined that a task order requires modification the Contractor shall calculate their proposal using the same coefficient that was used in calculating the basic task order, regardless of the date of the modification.

d. Adjusted prices used to issue each task order, will be good for the entire period of performance of that task order, and will not be subject to further adjustment.

1.4. Contract Drawings

1.4.1. Provide as-built drawings as required per task order.

1.5. Key Personnel Qualifications

The following personnel shall be provided for each task order. Key Personnel Qualifications are referenced in the 00 24 00 document.

1.5.1. Project Manager (PM). The PM:

a. Shall be employed by the Prime Contractor

b. Shall have a baccalaureate degree in engineering, architecture, construction management or construction technology and 60 months as a PM simultaneously managing multiple construction projects, Or

120 months as a PM simultaneously managing multiple construction projects, Or

60 months experience as a PM simultaneously managing multiple construction projects and a combined 60 months as a Superintendent and/or Foreman and/or Quality Control

Manager (QCM).

c. Is responsible for the overall administration of the contracted task order, to include but not limited to:

(1) Safety

(2) Quality

(3) Cost/Schedule

(4) Management of project site personnel to include subcontracted trades

(5) Accuracy of contract documentation, reports, submittals, invoicing

d. May be removed by the Contracting Officer for non-compliance of contract requirements.

1.5.2. Superintendent (Supt). The Supt:

a. Shall be employed by the Prime Contractor

b. Shall have a baccalaureate degree in engineering, architecture, construction management or construction technology and 24 months as a Supt (or in a position with equivalent responsibilities) managing construction projects relevant to the work that may be ordered under the resulting contract, Or

60 months as a Supt (or in a position with equivalent responsibilities) managing construction projects relevant to the work that may be ordered under the resulting contract.

c. Must maintain a physical presence at the project site during working hours

d. Is responsible for supervision of all task order on-site activities

e. May be removed by the Contracting Officer for non-compliance of contract requirements

1.5.3. Site Safety and Health Officer (SSHO) as required by the EM385-1-1. The SSHO:

a. May be removed by the Contracting Officer for not performing satisfactorily

b. May be assigned other duties if explicitly designated within the task order proposal

c. Role may be filled by the Supt Construction Quality Control System Manager.

1.5.4. Construction Quality Control System Manager (CQC). The CQC:

a. Shall be employed by the Prime Contractor

b. Shall have a baccalaureate degree in engineering, architecture, construction management or construction technology and 24 months experience working as a quality control manager

(or in a position with equivalent responsibilities) managing construction projects.

Or

60 months experience working as a quality control manager (or in a position with equivalent responsibilities) managing construction projects.

c. Shall fulfill the duties as required in the QUALITY CONTROL specification

d. May be assigned other duties if explicitly designated within the task order proposal

e. Role may be filled by the SSHO, but not the Supt.

1.6. Occupancy of Premises

1.6.1. Before work is started, the Contractor shall arrange with the Contracting Officer Representative

(COR) a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, and corridors.

1.7. Existing Work

1.7.1. In addition to adhering to the requirements of "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements", the Contractor shall:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer.

At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.8. Salvage Material and Equipment

1.8.1. Items designated by the Contracting Officer to be salvaged shall remain the property of the

Government.

1.8.2. The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area.

1.8.3. Contractor shall maintain property control records for material or equipment designated as salvage.

Contractor's system of property control may be used if approved by the Contracting Officer.

Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

2. CODES, REFERENCES, SPECIFICATIONS, AND DETAILS

2.1. Codes and References

2.1.1. The Contractor shall comply with the most recent edition, at time of solicitation, of all pertinent

Local, State, and Federal building and life/health/safety codes, to include the following:

2.1.2. The Contractor shall comply with the most recent edition, at time of solicitation, all pertinent Local, State, and Federal building and life/health/safety codes, and references to include the following:

a. Applicable Unified Facilities Criteria (UFC)

G3CT9DJS

Cross-Out

G3CT9DJS

Underline

b. UFC 1-200-01: General Building Requirements http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01

c. UFC 3-420-01: Plumbing Systems and International Plumbing Code

d. UFC 1-200-02: High Performance and Sustainable Building Requirements https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-02

e. ASA IE&E SDD policy www.asaie.army.mil/Public/ES/doc/SDD%20Policy.pdf

f. EM 385-1-1

(http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx)

g. National Electrical Code, NFPA 70

h. National Fire Protection Association (NFPA) Codes

i. Telecommunication Industry Association/Electrical Industry Association Wiring Standards

(Building Telecommunication Wiring Standards)

j. Army Installation Information Infrastructure Architecture Policy (I3A)

k. JBLM Design Standard specifications (http://www.lewis-mcchord.army.mil/designstandards/)

l. JBLM Master Plan, which includes Architectural Appearance Standards

m. PWE-707, Standard Operating Procedure for Construction and Demolition (C&D) Waste

Planning and Reporting (Available through government Project Manager)National Pollutant

Discharge Elimination System (NPDES) small Municipal Separate Storm Sewer Systems (MS4)

Permit No. WAS-026638. Use guidance documents found at https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/stormwater

n. USACE TSC 13-1: Inspection Manual for HMA and PCC Pavement Construction

o. UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible

Pavements

p. UFC 3-260-04 Airfield and Heliport Marking

q. UFC 3-270-01 O&M Manual: Asphalt and Concrete Pavement Maintenance and Repair

2.2. Specifications

Division 1 – General Requirements

01 30 00 Administrative Requirements

01 32 01.00 10 Project Schedule

01 33 00 Submittal Procedures

01 35 26 Governmental Safety Requirements

01 35 29.13 Health, Safety, and Emergency Response Procedures for Contaminated Sites

01 35 45.00 10 Chemical Data Quality Control

01 42 00 Sources for Reference Publications

01 45 00.00 10 Quality Control

01 50 00 Temporary Construction Facilities and Controls

01 57 19 Temporary Environmental Controls

01 74 19 Construction Waste Management and Disposal

01 78 00 Closeout Submittals

01 78 23 Operation and Maintenance Data

Division 2 – Existing Conditions

02 41 00 Demolition

02 82 00 Asbestos Remediation

02 83 00 Lead Remediation

Division 3 – Concrete http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01 http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-02 http://www.asaie.army.mil/Public/ES/doc/SDD%20Policy.pdf http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx http://www.lewis-mcchord.army.mil/designstandards/ https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/stormwater https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/stormwater https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/stormwater

03 30 00 Cast-in-Place Concrete

03 42 13.00 10 Plant Precast Concrete Products for Below Grade Construction

Division 10 – Specialties

10 14 53 Traffic Signage

Division 26 – Electrical

26 00 00.00 20 Basic Electrical Materials and Methods

26 56 00 Exterior Lighting

26 56 20 Airfield and Heliport Lighting and Visual Navigation Aids

Division 31 – Earthwork

31 00 00 Earthwork

31 11 00 Clearing and Grubbing

31 23 00.00 20 Excavation and Fill

Division 32 – Exterior Improvements

32 01 11.51 Rubber and Paint Removal from Airfield Pavements

32 01 13.62 Asphalt Surface Treatment

32 01 16.71 Cold Milling Asphalt Pavement

32 01 17.61 Sealing Cracks in Asphalt Paving

32 01 18.71 Grooving of Airfield Paving

32 01 19 Field Molded Sealants for Sealing Joints in Rigid Pavements

32 01 19.61 Sealing of Joints in Rigid Pavement

32 01 29.61 Partial Depth Patching of Rigid Pavement

32 05 33 Landscape Establishment

32 11 20 Base Course for Rigid Paving Subbases for Flexible Paving

32 11 23 Aggregate Base Courses

32 12 13 Bituminous Tack and Prime Coats

32 12 15.13 Asphalt Paving for Airfields

32 12 16 Hot-Mixed Asphalt for Roads

32 12 36.13 Asphaltic Seal and Fog Coats

32 13 13.06 Portland Cement Concrete Pavement for Roads and Site Facilities

32 13 14.13 Concrete Paving for Airfields and other Heavy Duty Pavements

32 13 73.19 Compression Concrete Paving Joint Sealant

32 16 19 Concrete Curbs, Gutters, and Sidewalks

32 17 23 Pavement Markings

32 31 13.53 High-Security Chain Link Fences and Gates

32 84 24 Irrigation Sprinkler Systems

32 92 13 Seeding

32 93 00 Exterior Plants

Division 33 – Utilities

33 11 00 Water Utility Distribution Piping

33 30 00 Sanitary Sewer

33 40 00 Storm Drainage Utilities

33 46 20 Bioretention Cell

33 71 02 Underground Electrical Distribution

2.2.1. In addition to the UFGS Specification Sections listed above, additional specifications may be provided as necessary with each task order solicitation. An omission does not relieve the contractor from adhering to relevant specifications for a feature of work and those necessary to meet manufacturer's certification and all applicable building codes.

2.3. Details

WSDOT B-5.20-02 Catch Basin Type 1 Standard Plan

WSDOT B-10.20-02 Catch Basin Type 2 Standard Plan

WSDOT B-60.20-01 Connection Details for Dissimilar Culvert Pipe Standard Plan

WSDOT C-20.10-05 Beam Guardrail Type 31 Standard Plan

WSDOT C-20.11-00 Beam Guardrail Type 31 Components Standard Plan

WSDOT C-22.45-04 Beam Guardrail Type 31 Non-Flared Terminal (45 MPH and Below)

WSDOT C-23.60-04 Beam Guardrail (Type 31) Anchor Type 10 Standard Plan

WSDOT F-10.12-03 Cement Concrete Curbs Standard Plan

WSDOT F-10.16.00 Cement Concrete Curb and Gutter Pan Standard Plan

WSDOT F-10.18-01 Roundabout Cement Concrete Curb Standard Plan

WSDOT F-10.42-00 Extruded Curb Standard Plan

WSDOT F-10.64-03 Precast Concrete Dual Faced Sloped Mountable Curb Standard Plan

WSDOT F-30.10-03 Cement Concrete Sidewalk Standard Plan

WSDOT F-40.12-03 Parallel Curb Ramp Standard Plan

WSDOT F-40.14-03 Combination Curb Ramp Standard Plan

WSDOT F-40.15-03 Perpendicular Curb Ramp Standard Plan

WSDOT F-40.16-03 Single Direction Curb Ramp Standard Plan

WSDOT F-45.10-02 Detectable Warning Surface Standard Plan

WSDOT G-24.20-01 Steel Sign Support Type AS Installation Details

WSDOT G-24.40-07 Steel Sign Support Types SB-1, SB-2, and SB-3 Installation Details

WSDOT H-10.10-00 Tree and Shrub Planting Detail Standard Plan

WSDOT H-60.10-01 Bollard Type 1 Standard Plan

WSDOT I-30.15-02 Silt Fence Standard Plan

WSDOT I-40.20-00 Storm Drain Inlet Protection Standard Plan

WSDOT I-60.10-01 Erosion Control Blanket Placement on Slope Standard Plan

WSDOT I-60.20-01 Erosion Control Blanket Placement in Channel Standard Plan

WSDOT I-80.10-02 Miscellaneous Erosion Control Details Standard Plan

WSDOT J-28.70-03 Steel Light Standard Wiring Details Standard Plan

WSDOT J-40.10-04 Locking Lid Standard Duty Junction Box Types 1 & 2 Standard Plan

WSDOT J-50.10-01 Type 1 Induction Loop Standard Plan

WSDOT J-50.11-02 Type 2 Induction Loop Standard Plan

WSDOT J-50.12-02 Type 3 Induction Loop Standard Plan

WSDOT J-50.15-01 Induction Loop Details Standard Plan

WSDOT M-9.50-02 Bicycle Lane Symbol Layout Standard Plan

WSDOT M-11.10-03 Railroad Crossing Layout Standard Plan

WSDOT M-15.10-01 Crosswalk Layout Standard Plan

WSDOT M-17.10-02 Parking Space Layout Standard Plan

WSDOT M-24.40-02 Symbol Markings Traffic Arrows for Low Speed Roadways Standard Plan

WSDOT M-60.20-02 Shoulder Rumble Strip Standard Plan

WSDOT M-65.10-02 Centerline Rumble Strip Standard Plan

WSDOT M-80.30-00 Traffic Letters and Numerals (Low Speed Roadways) Standard Plan

JBLM Detail R-4: Tank Trail Section

JBLM Detail R-11 Raised Pavement Marker for Fire Hydrant

JBLM Detail R-22 Sign Installation Detail

JBLM Detail R-31 Accessible Parking Markings

JBLM Detail S-01 Gravity Sewer Trench Section

JBLM Detail S-03 Manhole 48 Inch

JBLM Detail S-08 Manhole Frame Collar

JBLM Detail W-1 Trench Section

JBLM Detail W-4 Tapping Sleeve and Tapping Valve

JBLM Detail W-6 Fire Hydrant Installation

JBLM Detail W-13 Valve Box

JBLM Detail W-14 Valve Marker Post

JBLM Detail W-17 Vertical Thrust Restraint

JBLM Detail W-18 Horizontal Thrust Restraint

Detail Precast Concrete Wheel Stop

Detail Parking Area Lighting Pole Base

Detail FE6 – Chain Link Security Fence

3. SUBMITTALS

3.1. Project Submittal Requirements

3.1.1. All submittals shall be submitted electronically unless specified otherwise in the Task Order. Use an electronic version of transmittal form (ENG Form 4025) for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

3.1.2. For projects managed by the United States Army Corps of Engineers (USACE), the Contractor shall employ USACE Resident Management System (RMS) – Contractor, in the execution of the task order.

3.1.3. All submittals shall be submitted in accordance with the specification section titled SUBMITTAL

PROCEDURES. Required submittals are identified in their applicable specification sections.

3.1.4. Submittal Format

a. For catalog cuts, illustrations, printed specifications, or other data submitted, inapplicable portions shall be marked out and applicable items such as model numbers, sizes, and accessories shall be indicated by arrow or highlighted. The submittals will be provided in electronic (.pdf) format

3.2. Close-out Submittal Requirements

3.2.1. The Contractor shall provide close-out submittals as required by the contract specifications.

3.2.1.1. The contractor shall provide project as-built drawings as required for each specific task order.

Task Orders requiring CAD/GIS as-built drawings shall meet the requirements in the current version (FY17) of JBLM DPW Geospatial Requirements.

a. All exterior work under this project shall be geospatially referenced on as-built drawings or provided in GIS format

b. Each As-built drawing sheet shall annotate the following:

- Project Title

- Project IJO number(s)

- Project Package number(s)

- Contract number to include Task Order number

- Labeled As-built with As-built date

3.2.2. The Contractor shall provide a letter of non-retention for all contract documents, plans, drawings, and specifications after the destruction of all copies that are not required by the contractor to meet legal requirements.

4. ENVIRONMENTAL AND CULTURAL RESOURCES

4.1. Asbestos Containing Material

4.1.1. Existing suspect materials involved with all disturbance work are assumed to be Asbestos-

Containing Material (ACM). It is the contractor’s responsibility to either test for, or to assume the suspect material is ACM, and that it is abated /encapsulated in accordance with AHERA, Federal, and Local regulations. No Asbestos Hazard Emergency Response Act (AHERA) inspection is required when the suspect materials are assumed to be ACM. The government reserves the right to accept assumptions of ACM-positive, or to require such AHERA surveys to be performed.

4.1.2. Reserved

4.1.3. When performed, inspections shall be accomplished in accordance with the Asbestos Hazard

Emergency Response Act (AHERA), Federal and Local regulations. A Certified AHERA Asbestos

Building Inspector shall perform all inspections. The inspection documentation shall comply with

AHERA, Federal and Local regulations and shall include assessment of each Asbestos-Containing

Material (ACM), its location, quantity, type, friability and percentage of asbestos.

4.1.4. If the tested material is positive for asbestos, or assumed to be ACM and must be disturbed during project execution, contractor shall have a certified Asbestos Contractor perform all asbestos disturbance work necessary to complete the project in accordance with 29 CFR 1926.1101, WAC

296-62-077, 296-65, and PSCAA Regulation 3.4. A certified abatement plan and all other applicable requirements of ‘UFGS 02 82 00 Asbestos Remediation’ are also required to be submitted and accepted before work is started. If this effort is believed to constitute differing site condition(s), then submit an RFI identifying the situation.

4.2. Lead-Containing Paint

4.2.1. Existing suspect painted surface materials involved in disturbance work will be considered to contain detectable lead paint. It is the contractor’s responsibility to either test for, or to assume the suspect material is either Lead Based Paint (LBP) or Lead Containing Paint (LCP), and that it is abated/encapsulated in accordance with OSHA, HUD, Federal and Local regulations. The government reserves the right to accept assumptions of LCP/LBP-positive, or to require such

LCP/LBP surveys to be performed.

4.2.2. Reserved

4.2.3. When performed, testing shall be accomplished in accordance with OSHA and/or HUD guidelines.

A Certified Lead Paint Inspector shall perform lead paint inspections. The inspection documentation shall comply with Federal and Local regulations and shall include identification of all lead paint, its location, quantity, percentage by weight, and TCLP characteristics IAW ASTM

E1908-16, “Standard Guide for Sample Selection of Debris Waste from a Building Renovation or

Lead Abatement Project for Toxicity Characteristic Leaching Procedure (TCLP) Testing for

Leachable Lead (Pb)”

4.2.4. If the suspect lead containing material is tested and proves positive for lead, or when assumed to be a lead containing painted surface, any disturbance work concerning the painted surfaces shall be in accordance with:

a. Federal level: 29 CFR 1926.62:

https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS &p_id=10641

b. Washington WISHA-DOSH: WAC 296-62-07521 http://app.leg.wa.gov/WAC/default.aspx?cite=296-62-07521 A contractor work plan is required to be submitted and accepted before work is started, in accordance with applicable sections of ‘UFGS 02 83 00 Lead in Remediation’. If this effort is believed to constitute differing site condition(s), then submit and RFI identifying the situation.

4.3. Environmental Coordination

4.3.1. The Contractor shall comply with all Joint Base Lewis-McChord (JBLM) environmental requirements, including the most current installation regulation 200-1 (Environmental Protection and Enhancement) and Design Standards specification section 01 57 19 (Temporary Environmental

Controls)]. This includes the submission of an Environmental Protection Plan (EPP) prior to commencement, as detailed in section 01 57 19, which must include proposed source control, temporary, and permanent stormwater Best Management Practices (BMPs). Coordination with the

JBLM Stormwater Program Office on any ground disturbing activities is required to ensure compliance with the MS4 Permit. For construction of projects disturbing 5,000 sq. ft. or more a

Stormwater Pollution Prevention Plan (SWPPP) must be submitted detailing sediment and erosion control best management practices (BMPs) in accordance with PWE-633 Construction Site

Stormwater Runoff Control Program and the 2012 SWMMWW. See section 8.9.4. for required permits. The JBLM Environmental Division will review the submittals (EPP & SWPPP) and provide any necessary corrections or additions to the Contracting Officer or their representative.

Regulation 200-1 and specification section 01 57 19 are available at the JBLM Design Standards website (http://www.lewis-mcchord.army.mil/designstandards/). The Stormwater office can be contacted at: usarmy.jblm.imcom.list.dpw-stormwater@mail.mil

4.3.2. In accordance with JBLM Reg. 200-3, no construction process water or wastewater shall be discharged to the ground or stormwater conveyance system. Construction discharge must meet requirements of the NPDES Construction General Permit (CGP) for Discharges from Construction

Activities and guidance documents under the MS4 Permit. In accordance with JBLM Reg. 200-2, any wastewater generated must be collected, processed, characterized, and disposed of into the

JBLM sanitary sewer system or other authorized disposal method. Prior to disposal, waste water characterization must at a minimum include pH, Oil and Grease, BOD, and TSS analysis by a

NELAC accredited laboratory. Additional analyses may be required if non-conventional wastes or hazardous materials are potential contaminants. Results shall be submitted for review and approval by Public Works. On site characterization by JBLM Pretreatment staff may waive analytical requirements at the discretion of the Pretreatment program manager. JBLM sanitary sewer discharge requires a Sanitary Sewer Discharge Permit issued by DPW Waste Water Treatment

Plant. The Environmental Protection Plan for the project must identify any potential wastewater generation and the process of proper disposal.

4.4. Sustainable Acquisition In order to comply with federally mandated sustainable acquisition requirements and Department of Defense (DOD) and Department of the Army (DA) Green

Procurement Program (GPP) policies, Joint Base Lewis-McChord (JBLM) requires the purchase, https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS&p_id=10641%20 https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS&p_id=10641%20 http://app.leg.wa.gov/WAC/default.aspx?cite=296-62-07521 http://www.lewis-mcchord.army.mil/designstandards/ mailto:usarmy.jblm.imcom.list.dpw-stormwater@mail.mil supply, and use of environmentally preferable products and services. Program elements include:

recovered material products, energy and water efficient products, alternative fuels and fuel efficiency, bio-based products, non-ozone depleting substances, and environmentally preferable products. For a listing of designated items, associated requirements and managing program websites, see https://sftool.gov/greenprocurement.

4.4.1. Additionally, the JBLM Guide to Sustainable Acquisition for Construction is available in the

“Reference Manuals” section of the JBLM Design Standards webpage (http://www.lewis-mcchord.army.mil/designstandards/index1.htm).

4.4.2. The Contractor shall comply with all applicable Federal, DOD, Army, and JBLM sustainable acquisition laws and policies. If compliant products are unavailable or determined to be impracticable based on cost or performance, the Contractor shall contact the Contracting Officer or their representative for further guidance. Claims of exception must meet applicable legal criteria and be justified in writing through the submission of a completed HJB Form 225 (Sustainable

Acquisition Exception). The form is available at http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf. Additional information is available from the JBLM Sustainable Acquisition Program at (253) 966-6466 or usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil.

4.5. Environmental Management System

4.5.1. Environmental Management System (EMS). The JBLM EMS conforms to the criteria defined in the international standard, ISO 14001:2004 Environmental management systems – Requirements with guidance for use.

4.5.2. In accordance with EMS procedures, the Contractor shall be familiar with the JBLM environmental policy and shall ensure that this information is considered and incorporated into this project.

Additional information regarding the JBLM EMS is available from the installation EMS

Coordinator (253-966-6470). [Contract actions at JBLM Yakima Training Center (YTC) will coordinate with the JBLM YTC EMS Coordinator, who can be contacted at (509) 577-3889

4.5.3. Both the JBLM environmental policy and an environmental awareness training resource are available at the JBLM EMS webpage: https://home.army.mil/lewis-mcchord/index.php/my-Joint-

Base-Lewis-Mcchord/all-services/public_works-environmental_division/environmental-management-system.

4.6. Hazardous Materials

4.6.1. For any hazardous materials, the Contractor shall submit an initial list of hazardous materials to be used (including unit of measure and Safety Data Sheet for each product). A copy of these documents must be submitted to the Joint Base Lewis-McChord (JBLM) Pollution Prevention

Program (usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil) prior to commencement. These items must be reviewed by Pollution Prevention and authorized for use by addition to the contractor’s Authorized Use List (AUL) issued by JBLM Pollution Prevention Program. The

Contractor shall not use any hazardous materials not listed on their current AUL issued by Pollution

Prevention.

4.6.2. For any in-use hazardous materials, the Contractor shall submit a hazardous material inventory on

HJB Form 953 noting the hazardous materials used, the units of measure, quantities used, storage locations, and other information indicated on the form. This inventory shall be submitted at the end of the project. If the project goes into a new calendar year, the Contractor shall also submit a copy of this inventory (accounting for all hazardous materials) by 15 January. For any hazardous materials stored on JBLM, this inventory shall be submitted by the 15th day following the calendar year quarter in which the hazardous materials were used or stored. All HJB 953 inventories shall be submitted electronically and addressed to the Contracting Officer or their representative with https://sftool.gov/ http://www.lewis-mcchord.army.mil/designstandards/index1.htm http://www.lewis-mcchord.army.mil/designstandards/index1.htm http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf mailto:usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil mailto:usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/environmental-management-system https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/environmental-management-system https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/environmental-management-system mailto:usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil included in the carbon copy (“cc”) line of the email. Questions regarding the form may be directed to the JBLM Pollution Prevention Program

(966-6469). The current HJB Form 953 and form instructions are available at Section 01 57 19 of the JBLM Design Standards (https://www.lewis-mcchord.army.mil/designstandards/index1.htm).

4.7. Archaeological Requirements

4.7.1. Joint Base Lewis-McChord contains many unmarked archaeological sites that may be eligible for listing in the National Register of Historic Places.

4.7.2. In the event that human remains, artifacts, or features of archaeological interest are inadvertently discovered, the contractor will do the following:

4.7.2.1. Immediately cease activity in the vicinity of the discovery.

4.7.2.2. Stabilize and protect such discoveries from further disturbance or public disclosure.

4.7.2.3. Provide immediate notice (no longer than 24 hours following discovery) by telephone and email to the Installation Cultural Resource Manager and Contracting Officer's Representative.

4.7.2.4. Work may not proceed in the vicinity of the discovery until authorized to proceed by the

Installation Cultural Resource Manager and the Contracting Officer's Representative.

4.8. JBLM Log Decking Requirements

4.8.1. If timber is to be harvested, coordination with DPW Forestry is necessary in advance of cutting.

4.8.2. As per AR-200-1, 4-3, “Assure that agricultural and forest products are not given away, abandoned, carelessly destroyed, used to offset contract costs or traded for services, supplies, or products or otherwise improperly removed”.

4.8.3. Salable Timber Requirements

4.8.3.1. Merchantable trees shall be piled in a neat, limb-free deck for subsequent disposal by the

Government.

4.8.3.2. A merchantable tree is defined as a tree with a small end diameter of at least 4 inches and 16 feet in length. Shorter lengths are still salable as firewood and shall be decked accordingly.

4.8.3.3. Log decks shall be located AS DIRECTED by the Joint Base Lewis-McChord Public Works

Forestry Branch. DECKING MAY REQUIRE LOG TRANSPORT OFF-SITE TO AN

APPROPRIATE LOCATION ON THE INSTALLATION.

4.8.3.4. Trees shall be cut from the stump and limbed (flush to the trunk) out to a 4 inch stem diameter.

4.8.3.5. Trees shall be topped at 4 inches diameter and from this point to the top of the tree shall be considered unmerchantable (slash).

4.8.3.6. Trees shall not be cut into log lengths; if trees are too large to be handled tree length, cut 41- foot logs from the butt end until the top log is less than 16 feet with a small end diameter of 4 inches.

4.8.3.7. Tree length logs shall be piled separately from all shorter material (cut and broken logs).

4.8.3.8. Logs shall not be cut in lengths shorter than 41 feet simply to facilitate haul by dump truck or flatbed unless authorized by government.

4.8.3.9. Log decks shall be located so as not to interfere with construction work and so they will be easily accessible for disposal action by government.

4.8.3.10. Log decks shall be stable and should not exceed 8 feet in height

4.8.3.11. Log decks should be separated by species to the greatest extent possible.

4.8.3.12. Black cottonwood is considered unmerchantable and shall NOT be placed in log decks. Treat as slash.

4.8.3.13. Logs with rot showing in both ends are considered unmerchantable and shall be disposed of as slash.

4.8.3.14. Unauthorized removal of logs from JBLM is considered timber theft and subject to prosecution.]

4.8.4. Oregon White Oak replacement

https://www.lewis-mcchord.army.mil/designstandards/index1.htm

4.8.4.1. Development, construction or timber harvest operations on Joint Base Lewis-McChord that results in the loss of Oregon white oak trees will be subject to Fish and Wildlife Program mitigation measures.

4.8.4.2. Oregon white oak mitigation will require the project proponent to replant six Oregon white oak seedlings to every one tree (> 4” diameter at breast height (dbh)) that is removed through the direction and coordination with Fish & Wildlife Program staff.

4.9. Construction and Demolition (C&D) Waste Planning and Reporting

4.9.1. The DOD Integrated (Non-Hazardous) Solid Waste Management Policy requires all facilities to meet a non-hazardous solid waste diversion goal of 60% Construction and Demolition Diversion.

Create a waste…