W912DW20R0019 Attachments A-B _ D-H _ K.pdf

SECTION 00 45 00 – ATTACHMENT A

PRE-AWARD INFORMATION

SUBMIT THE FOLLOWING INFORMATION WITH YOUR OFFER

NOTICE TO OFFERORS REGARDING PRE-AWARD INFORMATION

It is requested that the following information be provided with your offer:

1. Company Name and Address:

2. Point of Contact:

Name: _______________________ Phone: (_____)_______________________

Alt Phone: (______)_____________ Fax: (_____)________________________

3. Name of Bank and Branch:

Personal Banker:

Telephone Number:

Fax Number:

4. Name of Bonding Agent Company:

Agents Name:

Telephone:

Attachment B: SBA Map W912DW-20-R-0019

It has been determined that competition will be limited to 8(a) firms located within the geographical area serviced by the SBA Seattle District

Office (applicable county names are bolded and the counties themselves are colored on the above map), and other 8(a) construction firms with a bona fide place of business within the geographical competitive area, and the assigned NAICS code. All other 8(a) BD Participants are deemed ineligible to submit offers.

ELIN Use Examples

These examples do not include all ELIN quantities (qty) necessary to complete a project. They provide examples of how to use the ELINS in 2 potential features of work that may be encountered on a task order.

Example 1 - Trench Excavation and Backfill

Provide 100’ of 12” storm pipe beneath a roadway that is being repaired. Pipe invert is estimated to be

5’ below finished grade of pavement. Pavement grades are to remain the same; however, roadway sections will change. Existing HMA thickness is 2.5” over native soil. New pavement section will be 6”

HMA over 6” of base material.

1. Demo Existing Pavement and Excavate for Road Section – The new road section has a 12” depth.

To prepare the subgrade for the new pavement section, 2.5” of pavement and 9.5” of soil will need to be removed.

a. Remove the initial 2.5” of pavement through either ELIN 0031 Asphalt Pavement

Excavations or ELINs 0032, 0033, or 0034 Pulverizing, based on the Task Order

Requirements.

b. Remove 9.5” of soil using ELIN 0029.

2. Provide trench for placement of storm pipe. The pipe invert is estimated to 5’ below finished grade. Per JBLM Detail S-1 Gravity Sewer Trench Section, there should be a minimum of 6” of bedding beneath the pipe. Therefore, the required trench depth is:

66” (pipe invert below finished grade + 6” for bedding)

- 12” (new pavement section depth, removed existing pavement and subgrade)

54” = 4’-6”

Trench Excavation cross-section would have a bottom width of 24” (12” ID +12” per ELIN

Description) and a depth of 54”. The 1:1 side slopes would result in 2 additional triangular sections with 54” bases and height. The total trench cross-section:

1296 in2 (24” x 54”)

+ 2916 in2 (2 x (0.5 x 54” x 54”))

4212 in2 = 29.25 ft2

For 100’ of trench length, the total Structure Excavation (ELIN 0093) would be:

29.25 ft2 x 100 ft

2925 ft3 = 108 CY

This volume is likely not the required excavation to provide the pipe trench. It is likely that, through safe trenching practices, the excavation quantity would be less. Based on this example, the top of trench width would be 11 ft., which is not practical in most cases. Means and methods of the trenching is the responsibility of the contractor. Calculating volumes this way is done to reach a fair and reasonable cost to provide the labor, equipment, trench shielding, and supporting systems to complete the work. The contractor should base the CY pricing on their costs to provide trenching while meeting all applicable safety requirements.

3. Provide pipe bedding.

a. Cross-section of pipe bedding:

i. Total Bedding Height = 26”

1. 6 inches of bedding below the pipe

2. pipe height of 14” (~14” O.D.)

3. 6” of bedding above the pipe

ii. Trench bottom width of 24”

iii. Area of pipe = 154 in2 = 1.07 ft2

iv. Bedding cross-section

624 in2 (26” x 24”)

+ 676 in2 (2 x (0.5 x 26” x 26”))

1300 in2

- 154 in2 (pipe area)

1146 in2 = 7.96 ft2 of bedding per ft of trench

b. Volume of pipe bedding:

7.96 ft2

796 ft3 = 29.5 CY

4. Provide trench backfill from top of bedding to the pavement subgrade.

a. The backfill quantity (ELIN 0097), in this example, should equal the volume excavated minus the bedding volume and the pipe volume.

b. Pipe volume = 4 CY

c. Bedding volume = 29.5 CY

d. Excavation Volume = 108 CY

e. Total backfill volume = 74.5 CY

5. Summary: ELINs and quantities used:

a. ELIN 0093: Structure Excavation 0-5’ depth = 108 CY

b. ELIN 0096: Structure Bedding = 29.5 CY

c. ELIN 0097: Structure Backfill = 74.5 CY

d. ELIN 0113: Stormwater Pipe = 100 LF

Example 2 - HMA Paving with Subbase and Base Preparation

Provide repair of an existing roadway. The roadway is 1,000’ long consisting of (2) – 12’ travel lanes and

(2) – 5’ shoulders for a total width of 34’. Roadway section shall daylight at 3H:1V slope. The repair will consist of pulverizing the existing HMA pavement (3” depth), using the pulverized material as subbase material to smooth out the roadway profile, and provide new pavement (6” HMA pavement, 6”

Aggregate Base Course).

1. Pulverize the existing pavement, ELIN 0032 - Mobilize Pavement Pulverizing Equipment and

ELIN 0033 – Pulverize Asphalt Remain in Place.

a. For ELIN 0032, the quantity would be 1.

b. For ELIN 0033, the quantity would be 315 CY.

i. Roadway way length – 1,000’

ii. Roadway width – 34’

iii. Pavement depth - 0.25’

iv. 1,000 x 34 x 0.25 = 8,500 ft = ~315 CY

2. Use the 315 CY to raise ~ 200’ of the roadway base ~1’. Moving and placing the 315 CY within the worksite is already covered under ELIN 0033. ELIN 0035 – Grading and Compaction (95%) is used to grade and compact the pulverized material.

a. The area of subbase being raised:

i. Length = 200’

ii. Width = 45’ (36’(34’ +2’ for additional 1’ outside paving) + 9(Average additional width of the 1’ subgrade fill due to 3:1 slope of roadside))

iii. Area = 200’ x 45’ = 9,000 ft2 = ~1,000 SY

b. ELIN 0035 quantity = 2,000 SY. The quantity of 1,000 SY should be applied twice, once for the initial compaction after the pulverization, and again after the initial lift of pulverized subbase material.

3. Provide grading of compaction of entire subbase area prior to import of aggregate base material.

a. The total pavement subbase area:

i. Length – 1,000’

ii. Width – 39’ (34 + 2(1’ gravel shoulder each side) + 3(1.5 daylight width each side for aggregate base material)

iii. Area = 1,000’ x 39’ = 39,000 ft2 = ~4,333 SY

b. ELIN 0035 quantity = 4,333 SY

4. Provide base course material, grade, and compact.

a. Required base course material

i. Length – 1,000’

ii. Width – 37.5’ (34’ + 2’(1’ shoulder each side) +1.5’(2 x 0.75’(average additional width for 3:1 slope daylight for 0.5’ depth))

iii. Depth – 0.5’

iv. Volume = 1,000’ x 37.5’ x 0.5’ = 18,750 ft3 = ~694 CY

v. ELIN 0038 quantity Aggregate Base Courses = 694 CY

b. Grade and compacting base course, 6” base course depth can be placed in 1 lift.

i. Same area requiring base course material – 37,500 ft2 = ~4,167 SY

ii. ELIN 0035 quantity = 4,167 SY

5. Provide HMA pavement

a. Required HMA

i. Length – 1,000’

ii. Width – 34’

iii. Depth – 0.5’

iv. Volume = 1,000’ x 34’ x 0.5’ = 17,000 ft3

v. Tons = 17,000 ft3 x 150 lb/ft3 / 2000 lbs/ton = 1,275 tons

vi. ELIN 0061 quantity – 1,275 tons

b. Place and compact HMA pavement

i. ELIN 0037 Finish Grading and Rolling qty – 3,778 SY (1,000 x 34 / 9 = ~3,778 SY)

ii. ELIN 0067 Mobilize HMA Paving Equipment quantity – 1

iii. ELIN 0068 Placement, Compaction and Finishing HMA qty – 7,556 SY (2 x 3,778

SY) to account for two lifts of HMA.

6. Summary of ELIN use:

a. ELIN 0032 - Mobilize Pavement Pulverizing Equipment = 1

b. ELIN 0033 – Pulverize Asphalt Remain in Place = 315 CY

c. ELIN 0035 – Grading and Compaction (95%) = 10,500 SY (2,000 + 4,333 + 4,167)

d. ELIN 0037 – Finish Grading and Rolling = 3,778 SY

e. ELIN 0038 - Aggregate Base Courses = 694 CY

f. ELIN 0061 – HM CL ½ (Roadway) = 1,275 Tons

g. ELIN 0067 - Mobilize HMA Paving Equipment quantity = 1

h. ELIN 0068 - Placement, Compaction and Finishing HMA = 7,556 SY

ELIN Use Examples

These examples do not include all ELIN quantities (qty) necessary to complete a project. They provide examples of how to use the ELINS in 2 potential features of work that may be encountered on a task order.

Example 1 - Trench Excavation and Backfill

Provide 100’ of 12” storm pipe beneath a roadway that is being repaired. Pipe invert is estimated to be

5’ below finished grade of pavement. Pavement grades are to remain the same; however, roadway sections will change. Existing HMA thickness is 2.5” over native soil. New pavement section will be 6”

HMA over 6” of base material.

1. Demo Existing Pavement and Excavate for Road Section – The new road section has a 12” depth.

To prepare the subgrade for the new pavement section, 2.5” of pavement and 9.5” of soil will need to be removed.

a. Remove the initial 2.5” of pavement through either ELIN 0031 Asphalt Pavement

Excavations or ELINs 0032, 0033, or 0034 Pulverizing, based on the Task Order

Requirements.

b. Remove 9.5” of soil using ELIN 0029.

2. Provide trench for placement of storm pipe. The pipe invert is estimated to 5’ below finished grade. Per JBLM Detail S-1 Gravity Sewer Trench Section, there should be a minimum of 6” of bedding beneath the pipe. Therefore, the required trench depth is:

66” (pipe invert below finished grade + 6” for bedding)

- 12” (new pavement section depth, removed existing pavement and subgrade)

54” = 4’-6”

Trench Excavation cross-section would have a bottom width of 24” (12” ID +12” per ELIN

Description) and a depth of 54”. The 1:1 side slopes would result in 2 additional triangular sections with 54” bases and height. The total trench cross-section:

1296 in2 (24” x 54”)

+ 2916 in2 (2 x (0.5 x 54” x 54”))

4212 in2 = 29.25 ft2

For 100’ of trench length, the total Structure Excavation (ELIN 0093) would be:

29.25 ft2

2925 ft3 = 108 CY

This volume is likely not the required excavation to provide the pipe trench. It is likely that, through safe trenching practices, the excavation quantity would be less. Based on this example, the top of trench width would be 11 ft., which is not practical in most cases. Means and methods of the trenching is the responsibility of the contractor. Calculating volumes this way is done to reach a fair and reasonable cost to provide the labor, equipment, trench shielding, and supporting systems to complete the work. The contractor should base the CY pricing on their costs to provide trenching while meeting all applicable safety requirements.

3. Provide pipe bedding.

a. Cross-section of pipe bedding:

i. Total Bedding Height = 26”

1. 6 inches of bedding below the pipe

2. pipe height of 14” (~14” O.D.)

3. 6” of bedding above the pipe

ii. Trench bottom width of 24”

iii. Area of pipe = 154 in2 = 1.07 ft2

iv. Bedding cross-section

624 in2 (26” x 24”)

+ 676 in2 (2 x (0.5 x 26” x 26”))

1300 in2

- 154 in2 (pipe area)

1146 in2 = 7.96 ft2 of bedding per ft of trench

b. Volume of pipe bedding:

7.96 ft2

796 ft3 = 29.5 CY

4. Provide trench backfill from top of bedding to the pavement subgrade.

a. The backfill quantity (ELIN 0097), in this example, should equal the volume excavated minus the bedding volume and the pipe volume.

b. Pipe volume = 4 CY

c. Bedding volume = 29.5 CY

d. Excavation Volume = 108 CY

e. Total backfill volume = 74.5 CY

5. Summary: ELINs and quantities used:

a. ELIN 0093: Structure Excavation 0-5’ depth = 108 CY

b. ELIN 0096: Structure Bedding = 29.5 CY

c. ELIN 0097: Structure Backfill = 74.5 CY

d. ELIN 0113: Stormwater Pipe = 100 LF

Example 2 - HMA Paving with Subbase and Base Preparation

Provide repair of an existing roadway. The roadway is 1,000’ long consisting of (2) – 12’ travel lanes and

(2) – 5’ shoulders for a total width of 34’. Roadway section shall daylight at 3H:1V slope. The repair will consist of pulverizing the existing HMA pavement (3” depth), using the pulverized material as subbase material to smooth out the roadway profile, and provide new pavement (6” HMA pavement, 6”

Aggregate Base Course).

1. Pulverize the existing pavement, ELIN 0032 - Mobilize Pavement Pulverizing Equipment and

ELIN 0033 – Pulverize Asphalt Remain in Place.

a. For ELIN 0032, the quantity would be 1.

b. For ELIN 0033, the quantity would be 315 CY.

i. Roadway way length – 1,000’

ii. Roadway width – 34’

iii. Pavement depth - 0.25’

iv. 1,000 x 34 x 0.25 = 8,500 ft = ~315 CY

2. Use the 315 CY to raise ~ 200’ of the roadway base ~1’. Moving and placing the 315 CY within the worksite is already covered under ELIN 0033. ELIN 0035 – Grading and Compaction (95%) is used to grade and compact the pulverized material.

a. The area of subbase being raised:

i. Length = 200’

ii. Width = 45’ (36’(34’ +2’ for additional 1’ outside paving) + 9(Average additional width of the 1’ subgrade fill due to 3:1 slope of roadside))

iii. Area = 200’ x 45’ = 9,000 ft2 = ~1,000 SY

b. ELIN 0035 quantity = 2,000 SY. The quantity of 1,000 SY should be applied twice, once for the initial compaction after the pulverization, and again after the initial lift of pulverized subbase material.

3. Provide grading of compaction of entire subbase area prior to import of aggregate base material.

a. The total pavement subbase area:

i. Length – 1,000’

ii. Width – 39’ (34 + 2(1’ gravel shoulder each side) + 3(1.5 daylight width each side for aggregate base material)

iii. Area = 1,000’ x 39’ = 39,000 ft2 = ~4,333 SY

b. ELIN 0035 quantity = 4,333 SY

4. Provide base course material, grade, and compact.

a. Required base course material

i. Length – 1,000’

ii. Width – 37.5’ (34’ + 2’(1’ shoulder each side) +1.5’(2 x 0.75’(average additional width for 3:1 slope daylight for 0.5’ depth))

iii. Depth – 0.5’

iv. Volume = 1,000’ x 37.5’ x 0.5’ = 18,750 ft3 = ~694 CY

v. ELIN 0038 quantity Aggregate Base Courses = 694 CY

b. Grade and compacting base course, 6” base course depth can be placed in 1 lift.

i. Same area requiring base course material – 37,500 ft2 = ~4,167 SY

ii. ELIN 0035 quantity = 4,167 SY

5. Provide HMA pavement

a. Required HMA

i. Length – 1,000’

ii. Width – 34’

iii. Depth – 0.5’

iv. Volume = 1,000’ x 34’ x 0.5’ = 17,000 ft3

v. Tons = 17,000 ft3 x 150 lb/ft3 / 2000 lbs/ton = 1,275 tons

vi. ELIN 0061 quantity – 1,275 tons

b. Place and compact HMA pavement

i. ELIN 0037 Finish Grading and Rolling qty – 3,778 SY (1,000 x 34 / 9 = ~3,778 SY)

ii. ELIN 0067 Mobilize HMA Paving Equipment quantity – 1

iii. ELIN 0068 Placement, Compaction and Finishing HMA qty – 7,556 SY (2 x 3,778

SY) to account for two lifts of HMA.

6. Summary of ELIN use:

a. ELIN 0032 - Mobilize Pavement Pulverizing Equipment = 1

b. ELIN 0033 – Pulverize Asphalt Remain in Place = 315 CY

c. ELIN 0035 – Grading and Compaction (95%) = 10,500 SY (2,000 + 4,333 + 4,167)

d. ELIN 0037 – Finish Grading and Rolling = 3,778 SY

e. ELIN 0038 - Aggregate Base Courses = 694 CY

f. ELIN 0061 – HM CL ½ (Roadway) = 1,275 Tons

g. ELIN 0067 - Mobilize HMA Paving Equipment quantity = 1

h. ELIN 0068 - Placement, Compaction and Finishing HMA = 7,556 SY

SECTION 01 11 00

STATEMENT OF WORK

Version 1.40

Issued January 24, 2020

CONSTRUCTION

RFP Final

Date: March 25, 2020

Revised: Click here to enter a date for modification to task order.

1. GENERAL DISCUSSION

1.1. Project Identification

1.1.1. Project Title: Repair Lewis Main Commercial Gate Pavement

1.1.2. IJO Number(s): N/A

1.1.3. Project Package Number(s): N/A

1.2. Description of Work

1.2.1. The contractor shall supply all supervision, labor, equipment, and materials to perform all work in strict accordance with the umbrella contract specifications, this statement of work, and identified drawings to Repair Lewis Main Commercial Gate Pavement.

1.3. Area Description

1.3.1. Location

1.3.1.1. The Lewis Main Commercial Gate is located along the south side of Interstate 5, off exit 123, at the intersection of Murry Road SW and 150 St SW.

1.3.2. Known Existing Site Conditions

1.3.2.1. The Lewis Main Commercial Gate (Gate) is an Access Control Point (ACP), providing access control for all commercial and some personal vehicles onto Joint Base Lewis-McChord (JBLM), Lewis Main and McChord Field. The alternate access for commercial traffic is the McChord

Field commercial gate located on Perimeter Road near the Barnes Gate.

The Gate includes seven inbound lanes (two for identification check, five for commercial vehicle inspection) and one outbound lane. Steel, open-air structures (buildings P09519A and P09519D) provide cover for the two identification check lanes and three of the commercial vehicle inspection lanes.

The existing site grading is relatively flat. Stormwater sheet flows to the pavement edges. The grass receiving areas are not sufficiently sloped and lack adequate depth to effectively drain and store stormwater.

The existing roadway section consists of three inches of hot-mixed asphalt (HMA) over six inches of crushed gravel. The surface conditions indicate fatigue failures of the pavement section throughout. There are minimal areas of pavement settling, resulting from water intrusion of the base material. The subgrade consists of poorly graded sandy gravels with cobbles. There are no known issues with the subgrade.

1.4. Principal Items To Be Accomplished

1.4.1. Base Item CLIN 0001. Repair Lewis Main Commercial Gate Pavement

Contractor shall refer to the provided drawings for the location and limits of work to be completed.

(1) Provide on-site project notification utilizing electronic message boards a minimum of 14 calendar days prior to the start of construction. Message boards shall be placed near the entrance and exit of the Gate to provide notification to inbound and outbound traffic.

(2) Provide traffic control. The Gate shall be closed to all traffic for the duration of construction.

Traffic control shall detour commercial traffic to the McChord Field commercial gate and personal vehicles to the Barnes Gate, located just east of the McChord Field commercial gate.

(3) Perform (3) Small-Scale Pilot Infiltration Tests (PIT) and Soil Grain Size Analysis at approximately station 3+50: 35 feet right, 160 feet left, and 230 feet left. PIT’s shall be performed in accordance with the Stormwater Management Manual for Western Washington, Volume III, Hydrologic Analysis and Flow Control BMPs, December 2014. Submit the test results in report form with recommended design infiltration rates. Report shall be stamped by a professional engineer licensed in the State of Washington.

(4) Clear & grub vegetation.

(5) Provide demolition of existing pavement, sidewalk, fence, gate, and lighting. Coordinate with the

Government Project Team and the Directorate of Public Works for de-energizing of the lighting circuit. The perimeter fence integrity must be maintained. Sequencing of the demolition and construction of fencing and gates shall be completed in a manner that will restore the perimeter fence integrity at the end of working hours.

(6) Excavate areas for installation of new pavement sections and bioretention stormwater features.

(7) Provide new lighting circuits and components. Coordinate with Directorate of Public Works for de-energizing the lighting circuit.

(8) Provide preparation of the subgrade and import of new base material.

(9) Provide new curbing.

(10) Provide new portland cement concrete (PCC) and HMA pavement. A paving plan shall be submitted indicating, at a minimum, the method and sequence of paving lanes for both PCC and HMA.

(11) Provide sidewalk, bioretention soil, and hydroseed.

(12) Provide striping.

(13) Provide restoration of all areas impacted by the repair activities.

2. PERFORMANCE AND SCHEDULING

2.1. Performance Period Requirements

2.1.1. The Contractor is required to commence work under this Task Order within ten (10) business days after the date of issuance of the Notice to Proceed (NTP) for the Base Item(s), prosecute the work diligently, and complete all work on all Base Item(s) no later than 180 calendar days after the date of issuance of the Notice to Proceed for the Base Item(s). The time stated for completion includes final cleanup of the premises and submission of all required close-out documentation.

2.2. Award of Options

2.2.1. Reserved

2.3. Construction Phasing Requirements

2.3.1. Reserved

2.4. Liquidated Damages

2.4.1. Liquidated damages shall be in accordance with the base contract.

3. DRAWINGS

3.1. Contract Drawings

Sheet Number Title Date

1 SITE PLAN 3/23/2020

2 DEMOLITION PLAN 3/23/2020

3 GRADING PLAN 3/23/2020

4 PAVING PLAN 3/23/2020

5 SECTIONS 3/23/2020

6 STRIPING PLAN 3/23/2020

7 LIGHTING PLAN 3/23/2020

WSDOT STD PLAN A-40.10.04

UFC 4-022-03 CHAIN LINK FENCE AND DETAILS 8/24/2007

UFC 4-022-03 BARBED WIRE ARRANGEMENT DETAILS 8/24/2007

UFC 4-022-03 CHAIN LINK SWING GATE AND DETAILS 8/24/2007

3.1.1. Dimensions and utility locations are approximate and must be verified in the field.

4. SPECIFICATIONS AND CODES

4.1. Codes

4.1.1. The Contractor shall comply with the most recent and pertinent Local, State, and Federal building and life/health/safety codes, to include the following:

a. Applicable Unified Facilities Criteria (UFC)

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)

n. 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

4.2. Specifications

4.2.1. The contractor shall comply with all relevant specification sections as set forth in the base contract.

5. SUBMITTALS

5.1. Project Submittal Requirements

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

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

5.1.2. In addition to the requirements as outlined in the specification section titled SUBMITTAL

PROCEDURES, an electronic copy of each submittal shall be provided to the Government.

Delivery method shall be decided during the CQC coordination meeting.

5.1.3. Contractor will employ RMS 3.0 in the execution of the task order.

5.2. Close-out Submittal Requirements

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

5.2.1.1. The contractor shall provide project as-built drawings consisting of marking up the provided

.PDF files.

a. Each As-built drawing sheet shall be annotate with the following:

- Project Title

- Project IJO number(s) 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

- Project Package number(s)

- Contract number to include Task Order number

- Labeled As-built with As-built date

5.2.2. 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.

6. ENVIRONMENTAL AND CULTURAL RESOURCES

6.1. Asbestos Containing Material

6.1.1. 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.

6.1.2. 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.

6.1.3. 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.

6.2. Lead-Containing Paint

6.2.1. 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.

6.2.2. 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)”

6.2.3. 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=1

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.

6.3. Environmental Coordination

6.3.1. 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 is 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

6.3.2. 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.

6.4. Sustainable Acquisition In order to comply with federally mandated sustainable acquisition requirements and Department of Defense (DOD) and Department of the Army (DA) Green 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/ http://www.lewis-mcchord.army.mil/designstandards/ mailto:usarmy.jblm.imcom.list.dpw-stormwater@mail.mil

Procurement Program (GPP) policies, Joint Base Lewis-McChord (JBLM) requires the purchase, 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.

6.4.1. 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).

6.4.2. 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.

6.5. Environmental Management System

6.5.1. 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.

6.5.2. 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).

6.5.3. 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.

6.6. Hazardous Materials

6.6.1. 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.

6.6.2. 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 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 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 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).

6.7. Archaeological Requirements

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

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

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

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

6.7.2.3. 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.

6.7.2.4. 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.

6.8. Reserved

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

6.9.1. 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 management plan in accordance with section 01 74 19 of the JBLM Design

Standards to meet or exceed the 60% C&D waste diversion target.

6.9.2. Complete and submit quarterly C&D Diversion and Disposal Reporting Form (HJB Form 229) in accordance with form instructions and paragraph "Reports" in Section 01 74 19 of the JBLM

Design Standards. The form and instructions can be accessed via the links at Division 01 Section 01

57 19 of the JBLM Design Standards website (http://www.lewis-mcchord.army.mil/designstandards/index1.htm). Section 01 74 19 can also be accessed via the

Design Standards website.

6.10. Excess soils and clearing and grubbing debris

6.10.1. JBLM may accept excess or unsuitable soil from JBLM construction and demolition projects for placement in designated former borrow source areas on JBLM. No land clearing debris or sod is accepted. Soil must not be chemically contaminated. Soil will be tested before requesting deposit into a borrow source area. A Borrow Source Area Use Authorization Form (HJB 224) must be https://www.lewis-mcchord.army.mil/designstandards/index1.htm completed and approved by DPW/ED staff prior to delivery of soil to the borrow source area.

Project contractors will be required to place soil in the borrow source areas in an organized and planned manner. Authorization requests and questions should be directed to DPW/ED staff, call

(253) 966-2814 or 6452 or email usarmy.jblm.imcom.list.dpw-earthworks@mail.mil. The Borrow

Source Area Use Authorization Form can be found here: http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB_224.pdf.

6.10.2. Clearing and grubbing debris (e.g., logs, stumps, roots, brush, limbs and other land clearing debris, except for salable timber), shall be diverted from landfill disposal whenever possible.

Landfill disposal shall be the last option. Diversion and disposal shall be at the contractor's expense.

On a case by case, pre-coordinated basis; where clearing and grubbing debris is chipped onsite, the clean wood chips may be accepted at JBLM Composting Facility (Eco Park/Earthworks).

Requests/questions should be directed to DPW/ED staff at (253) 967-3803, (253) 966-6452, or usarmy.jblm.imcom.list.dpw-earthworks@mail.mil.

7. SPECIAL ACCESS REQUIREMENTS

7.1. Reserved.

8. OTHER CONDITIONS AFFECTING WORK

8.1. Work Coordination

8.1.1. Interfacing With Others

8.1.1.1. The Contractor shall plan his work activities in a manner such that there will be minimal interference and inconvenience to ongoing traffic and daily operations in the facility and local areas.

8.1.1.2. All work will be scheduled and coordinated with the Government Project Management Team or their designee at all times.

8.1.1.3. The Contractor may not block traffic, roads, access routes, or exits without prior coordination with the Project Manager or other authorized Government representative.

8.1.2. Post-Award Partnering Meeting

8.1.2.1. Reserved

8.1.3. Pre-Construction Conference

8.1.3.1. The Contractor shall attend a pre-work meeting presided over by the Project Manager prior to commencing construction activities. The Contractor shall contact the Project Manager within ten

(10) calendar days of issuance of the Task Order NTP to establish a date and time for the preconstruction meeting. The Contractor shall submit a site-specific construction schedule and a site specific Work Plan at that meeting for government approval unless these items have been previously approved by the government. The schedule shall be in sufficient detail to identify all aspects of the work including all significant project tasks with durations and start and finish times.

8.1.4. Pre-Construction CQC Coordination Meeting

http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB_224.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB_224.pdf

8.1.4.1. The Contractor shall attend a CQC Coordination meeting held in accordance with specification section titled QUALITY CONTROL.

8.2. Contractor Personnel and Sub-Contractor Qualifications:

8.2.1. Contractor personnel shall meet the qualification requirements as outlined in the Base Contract paragraph.

8.2.2. Sub-Contractors tasked with HMA and PCC placement shall have satisfactorily completed a minimum of two projects of similar nature, scope and dollar value.

8.3. Site Safety and Health Officer

8.3.1. The Contractor shall provide a Site Safety and Health Officer (SSHO) as required in the specification section titled GOVERNMENTAL SAFETY REQUIREMENTS.

8.4. Construction Quality Control System Manager

8.4.1. The Contractor shall provide a Construction Quality Control (CQC) System Manager as required in the specification section titled QUALITY CONTROL.

8.5. Compliance with Rules, Regulations, and Statutes

8.5.1. All contractor employees shall observe and comply with all applicable local, State, and Federal rules, regulations, and statutes including those concerning fire, safety, sanitation, security, vehicle safety, environmental and hazardous material handling while performing this Task Order. All work shall meet or exceed all applicable industry standards.

8.6. Firearms

8.6.1. Contractor personnel shall carry no firearms while performing work under this Contract.

8.7. Work Hours

8.7.1. The construction activity period shall be restricted to 7:30 a.m. to 4:30 p.m. daily, Monday through

Friday, excluding Federal holidays. Work hours other than as specified above shall be coordinated with and approved by the Contracting Officer's Representative.

8.8. Site Utilities

8.8.1. Outages

8.8.1.1. Any utility outages, including but not limited to, electrical, mechanical, fire protection and plumbing systems, shall be coordinated at least fifteen (15) working days prior to proposed outages. Coordination will be documented on the appropriate outage request form (separate document for utilities and fire protection systems). Outages shall be scheduled to minimize interruptions to normal using agency operations.

8.8.2. Potable Water

8.8.2.1. The Government shall make available to the Contractor, from existing outlets and supplies, reasonable amounts of potable water without charge. The Contractor shall conserve potable water furnished. The Contractor at their own expense shall install and maintain necessary temporary connections and distribution lines and shall remove the connections and lines prior to final acceptance of construction. All connections must be coordinated through the Directorate of

Public Works.

8.8.3. Electricity

8.8.3.1. Temporary Power Connections: Subject to available supply, the Government, without charge, shall make reasonable amounts of electric current available to the Contractor for performing work at the work area. The Contractor shall conserve electric current furnished. The Contractor at their own expense shall coordinate with the electrical system owner, City Light & Power (CLP), for temporary electrical connections.

8.8.3.2. Permanent Power Connections: The construction contractor shall coordinate with CLP for all exterior electrical civil work within the project construction perimeter. Per Army directive memo for utilities privatization, CLP shall perform all civil and electrical work related to exterior electrical system outside of the project construction perimeter. In all situations, CLP shall procure and install electrical components that are separable from the rest of the site electrical system, make final terminations, and connect to the point of demarcation (POD). CLP’s construction will be awarded through a modification to the electrical distribution system privatization contract with Defense Logistics Agency (DLA). JBLM PW Utilities Branch will be responsible for all

CLP modifications with the point of contact Ms. Royanna Solis 253-966-3282, Royanna.E.Solis.civ@mail.mil.

8.8.3.3. For all work performed by the contractor, inspection and acceptance by CLP is required prior to

Government acceptance. Acceptance through the Government will not occur without CLP’s concurrence. CLP requirements will govern the installation of the electrical service and

Contractor must follow CLP standards and requirements.

8.9. Permits

8.9.1. The Contractor shall obtain and submit copies of ALL permits, unless otherwise specified. Each permit shall be obtained before starting the respective items of work. This includes, but is not limited to, permits necessary for decontaminating water and sewer systems, and digging permits.

8.9.2. Contractors must obtain a "Dig Permit" from Public Works prior to any ground disturbing activities.

8.9.3. Once utilities have been marked as part of the dig permit process, the contractor shall document

(photographs and plan drawings) and maintain the markings for the duration of the project.

8.9.4. Projects disturbing an acre or more must request coverage under the NPDES CGP and provide the

JBLM Stormwater Program with a copy of the NOI. Submit an electronic Notice of Intent (eNOI) for CGP coverage through the EPA CGP-Net by following the link:https://www.epa.gov/npdes/submitting-notice-intent-noi-notice-termination-not-or-low-erosivity-waiver-lew-underSubmit a copy of the eNOI to the JBLM Stormwater Program email at:

usarmy.jblm.imcom.list.dpw-stormwater@mail.mil

8.10. Safety

https://www.epa.gov/npdes/submitting-notice-intent-noi-notice-termination-not-or-low-erosivity-waiver-lew-under https://www.epa.gov/npdes/submitting-notice-intent-noi-notice-termination-not-or-low-erosivity-waiver-lew-under mailto:usarmy.jblm.imcom.list.dpw-stormwater@mail.mil

8.10.1. USACE Safety and Health Requirements Manual (EM 385-1-1), available online at http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx, shall be considered to be a part of this Select contract type. and will be enforced as such. The Contractor shall prepare an accident prevention plan in accordance with the most current version of EM 385-1-

1.

8.10.2. The Traffic Control Plan (TCP), as required in section 08 of the EM 385-1-1, shall be prepared in accordance with the Manual on Uniform Traffic Control Devices. The TCP shall be approved a minimum of 14 calendar days prior to a road closure. Anticipate 15-30 calendar days for the review and approval of a TCP.

8.11. Operation and Maintenance Requirements

8.11.1. Operation and maintenance manuals as required by the UFGS Technical Specifications (Divisions

2 thru 48), shall be provided by the Contractor, and edited as required. The intent of the O&M

Manuals is to promote and maximize the efficiency, economy, safety, and effectiveness of the life cycle operation, maintenance, and repair of the facility.

8.12. Construction Facilities and Temporary Controls

8.12.1. The contractor shall utilize an area within the construction site as staging area.

8.12.2. The Contractor is responsible for security of their own property and security of government property when construction activities affect existing security measures.

8.12.3. The contractor shall provide and maintain portable toilet facilities at the site for the use of contractor and subcontractor personnel, as required by the EM 385-1-1. The units shall be emptied and cleaned at least once a week, or more often if required by the COR. The doors to the unit shall be self-closing. Additionally, the toilet units shall be located out of public view as the site allows.

9. Government Furnished Material/Equipment

9.1. Reserved

10. ANTI-TERRORISM (AT) and Operational Security (OPSEC)

10.1. AT Level I Training. All contractors and their subcontractors required to work on JBLM shall complete AT Level 1 awareness training prior to commencing work on JBLM. The contractor shall submit a signed company letter stating the annual AT Level 1 training has been or will be completed by all employees and subcontractors prior to commencing any work on JBLM. Training certificates shall be maintained and be available for inspection. Compliance may be verified by government QA.

AT Level 1 awareness training is available at the following website: https://jkodirect.jten.mil

10.2. Access and General Protection/Security Policy and Procedures. All contractor and all associated sub-contractor employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall comply with Joint Base Lewis-McChord security regulations:

JBLM Regulation 210 1, JBLM Post Regulations, Chapter 7, section XVII; JBLM Regulation 190-

13, Access to and Conduct While on the Joint Base Lewis-McChord; and JBLM Regulation 190-5, Installation Traffic Code. Contractor employees shall display either contractor provided identification badges, RAPIDGate Badge (program expiring on 1 Aug 2019) or the AIE Long Term Badge issued…