Attachment_1_Div_1_Specifications_OLYM_257062___205922.pdf

OLYMPIC NATIONAL PARK

OLYM PMIS No. 257062 & 205922

REHABILITATE LOG CABIN WASTEWATER SYSTEM

DIVISION 1

CONSTRUCTION SPECIFICATIONS

NATIONAL PARK SERVICE

PACIFIC WEST REGION

JANUARY 2022

George A. Murgel

VOLUME 1 OF 2

OLYM - 257062 & 205922 TABLE OF CONTENTS - 1

TABLE OF CONTENTS

DIVISION, SECTION & PARAGRAPH NUMBERING

The numbering and lettering of sections and paragraphs in this Project Manual are merely for identification.

Sections included are listed in this Table of Contents together with the number of pages in each section.

The Contractor shall check their copies of the Project Manual against this Table of Contents and confirm there are no missing pages or sections.

NUMBER TITLE NO. OF PAGES

00 01 10 Table of Contents

00 01 15 Index of Drawings

00 01 20 Contract Price Schedule

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 11 40 Work Restrictions

01 26 01 Contract Modification Procedures

01 27 00 Definition of Contract Price Items

01 31 00 Project Management & Coordination

01 32 16 Construction Schedule

01 32 33 Photographic Documentation

01 33 23 Submittal Procedures

01 35 13.22 Archeological Protection

01 35 23 Safety Requirements

01 40 00 Quality Requirements

01 42 00 References

01 50 00 Temporary Facilities & Controls

01 57 19.11 Indoor Air Quality Management

01 57 19.12 Noise & Acoustics Management

01 57 23 Under-An-Acre Pollution Prevention

01 67 00 Product Requirements

01 73 40 Execution

01 74 19 Construction Waste Management & Disposal

01 77 00 Closeout Procedures

01 78 23 Operation & Maintenance Data

01 79 00 Demonstration & Training

01 81 13 Sustainable Design Requirements for Non-LEED Projects

01 91 13 General Commissioning Requirements

Appendix A – Submittal List

Appendix B – Closeout List

See Specifications Volume 2 for required Division 2 thru 49 work.

OLYM - 257062 & 205922 INDEX OF DRAWINGS - 1

INDEX OF DRAWINGS

SHEET SUB

NO. SHEET TITLE OF SHEET

GENERAL

1 G0.0 Cover Sheet

2 G1.0 Sheet Index

3 G2.0 General Notes

4 G3.0 Legend & Abbreviations

5 G4.0 Site with Staging Area

6 G5.0 Topographic Survey - Overview

7 G5.1 Topographic Survey - Disposal Site

8 G5.2 Topographic Survey - Lift Station

9 G5.3 Topographic Survey - Treatment Site

10 G5.4 Topographic Survey - Campgrund

11 G5.5 Topographic Survey - Lodge

12 G6.0 Design Criteria and Flow Sys Diagram

13 G7.0 Flow & Operation Diagram - Base

14 G7.1 Flow & Operation Diagram - Option A

15 G8.0 Hydraulic Profile - Base

16 G8.1 Hydraulic Profile - Option A

17 G9.0 Soil Test Pit Locations

18 G9.1 Soil Test Pit Logs

CIVIL

19 C1.0 Ex. Lift Sta, Force Main & Collect Syst.

20 C2.0 Existing - Force Main Plan & Profile

21 C2.1 Existing - Sewer Line Plan & Profile

22 C2.2 Existing - Sewer Line Plan & Profile

23 C3.0 Existing - Treatment System

24 C4.0 Existing - Treatment System P&P

25 C5.0 Ex - Dosing & Chlorine Tank & Release Valve

26 C6.0 Existing - Sand Mound Disposal Sys

27 C6.1 Existing - Sand Mound Elev.

28 C7.0 Demo Plan - Lift Station

29 C7.1 Demo Plan - Lift Station

30 C8.0 Demo Plan - Treatment

31 C9.0 Demo Plan - Disposal

32 C10.0 Treatment and Disposal Overview

33 C11.0 Site Design - Treatment

34 C11.1 Site Design - Treatment

35 C11.2 Site Design - Treatment

36 C12.0 Site Design - Disposal

37 C12.1 Site Design - Disposal

38 C12.2 Site Design - Disposal

39 C12.3 Site Design - Disposal

40 C12.4 Site Design - Disposal

41 C12.5 Site Design - Disposal

42 C13.0 Site Design - Water Line Replacement

43 C14.0 Site Design - Monitoring Wells

OLYM - 257062 & 205922 INDEX OF DRAWINGS - 2

44 C15.0 Site Design - RV Dump Station Plan

45 C15.1 RV Dump Station Traffic Control

46 C15.2 Site Design - RV Dump Station Details

47 C15.3 Site Design - RV Dump Station Details

48 C16.0 Site Design - New Sewer Line P&P

49 C17.0 Replace Sewer Line P&P

50 C17.1 Replace Sewer Line P&P

51 C18.0 Sewer Sys Rehab - West Half

52 C18.1 Sewer Sys Rehab - East Half

53 C19.0 Sewer Sys Rehab - Replace Grease Trap

54 C19.1 Sewer Sys Rehab - Replace Grease Trap

55 C20.0 Site Design - Lift Station

56 C20.1 Site Design - Lift Station

57 C20.2 Details - Lift Station Pump - Plan View

58 C20.3 Details - Lift Station Pump - Elevations

59 C21.0 Details - General

60 C21.1 Details - General

61 C22.0 Details - Flow Meter

62 C23.0 Details - Treatment System

63 C23.1 Details - Treatment System

64 C23.2 Details - Treatment System

65 C24.0 Details - Site Sewer

66 C24.1 Details - Site Sewer

67 C24.2 Details - Site Sewer

68 C25.0 Details - Water

69 C26.0 Details - Trenches

70 C26.1 Details - Trenches

MECHANICAL

71 M0.0 Miscellaneous

72 M1.0 Orenco Treatment Sys

73 M2.0 Orenco Treatment Sys

74 M3.0 Orenco Treatment Sys

ARCHITECTURAL

75 A1.0 Treatment Building Floor Plan

76 A1.1 Treatment Building Floor Plan - Option A

77 A1.2 Disposal Building Floor Plan

78 A2.0 Treatment Building Exterior Elevations

79 A2.1 Disposal Building Exterior Elevations

80 A3.0 Treatment Building Interior Elevations

81 A3.1 Disposal Building Interior Elevations

STRUCTURAL

82 S0.0 Notes - Definitions - Legends

83 S0.1 Notes - Definitions - Legends

84 S1.0 Treatment Building Foundation Plan

85 S1.1 Disposal Building Foundation Plan

86 S2.0 Treatment - Sections and Connections

87 S2.1 Treatment - Connections & Crawl Space

88 S2.2 Disposal-Plans and Connections

89 S3.0 Treatment - Switch Gear Canopy

OLYM - 257062 & 205922 INDEX OF DRAWINGS - 3

90 S3.1 Treatment Access Canopy

91 S3.2 Disposal - Door Awning

92 S4.0 Generator Pad

93 S5.0 Davit Crane

94 S6.0 Propane Tank Pad

95 S7.0 Tank Pads

ELECTRICAL

96 E0.0 Electrical General Notes and Legend

97 E1.0 Lift Station Electrical Demo Plan

98 E1.1 Lift Station Electrical Plan

99 E2.0 Secondary Treatment Site Electrical Plan

100 E2.1 Secondary Treatment Control Bldg Plan

101 E2.2 Disposal Building Electrical Plan

102 E3.0 Panel Schedules and One-Line Diagrams

103 E6.0 Lift Station Pump Panel Replacement

104 E6.1 Communication Panel and Network Diagram

105 E6.2 Block Diagrams and Control Schemes

106 E8.0 Electrical Details

END OF SECTION

OLYM - 257062 & 205922 CONTRACT PRICE SCHEDULE - 1

CONTRACT PRICE SCHEDULE

SOLICITATION NUMBER:

PARK - PMIS: 257062 & 205922

DEVELOPED AREA: Olympic National Park (OLYM)

PROJECT TITLE: Rehabilitate Log Cabins Wastewater System

Notice: Refer to FAR Clause 52.217-5, Evaluation of Options, as prescribed in FAR 17. Offerors are required to submit, a minimum, an offer that conforms to the solicitation documents with pricing for Baseline items and all option line items. Failure to do so may render the proposal unacceptable. On lump-sum line items, provide the total price only. For all unit-priced line items, provide the unit price and the extended total price. If no specific line item exists for a portion of the work, include the costs in a related item. In case of an error in the calculation of extended prices, the unit price governs. In case of an error in summation, the total of the corrected amounts governs. Round totals and extended prices to whole dollars. The Government reserves the right to award any or no options at or after the time of the award. At the option of the Government, the period for the exercise of options at the proposed prices shall extend 180 calendar days from the date of the award. Pricing will be evaluated based on what is determined to be the best value to the Government. Options may be exercised in any combination, order, or grouping deemed in the judgment of the Contracting Officer to offer the best value to the Government.

CONTRACT

LINE ITEM

NUMBER

(CLIN)

CONTRACT LINE ITEM (CLI) TITLE QUANTITY

UNIT OF

MEASURE

UNIT PRICE TOTAL PRICE

Replace Wastewater Treatment Process

1 Lump Sum $ -

2 Demolish Obsolete Infrastructure 1 Lump-Sum $ -

3 Replace Lift Station Pumps 1 Lump-Sum $ -

4 Replace Drainfield Disposal System 1 Lump-Sum $ -

New Treatment Control Building and Generator

1 Lump-Sum $ -

TOTAL BASE PRICE (Contract Line Item Number 1 thru 5) ------------------------------------------------------ $ -

Option A - Install Denitrification Process

1 Lump-Sum $ -

Option B - Replace Individual Hookups with Central RV Dump Station

1 Lump-Sum $ -

Option C - Replace Grease Trap with Grease Interceptor

1 Lump-Sum $ -

Option D - Rehabilitate Gravity Sewer Collection System

1 Lump-Sum $ -

10 Option E - Septage Hauling 50,000 Gallons $ -

TOTAL PRICE FOR ALL OPTIONS (Contract Line Item Numbers 6 through 10) ---------------------------- $ -

TOTAL PROPOSED PRICE - BASE PLUS ALL OPTIONS (Contract Line Item Numbers 1 through 10) -- $ -

DIVISION 01

GENERAL REQUIREMENTS

OLYM – 257062 & 205922 01 11 00 - 1

SUMMARY OF WORK

SECTION 01 11 00

PART 1 – GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work phases.

3. Contractor use of the site.

4. Government-furnished items.

5. Public use of the site.

6. Existing facilities.

7. Special construction requirements.

8. Reference documents/reports.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: This project is located at the Log Cabin Resort developed area in Olympic

National Park, WA. Log Cabin Resort is located approximately twenty (20) miles west of Port

Angeles, WA along State Highway 101 and East Beach Road. Port Angeles lies approximately one hundred twenty (120) miles north-west of Olympia, WA via State Highway 101 E and eighty-five (85) miles north-west of Seattle, WA via State Highway 101 W.

B. The work consists of the following:

1. Demolish existing wastewater facility components to install the park’s preferred alternative wastewater conveyance, treatment, and disposal system components.

a. The existing septic and equalization/lift station tanks will be tested for water tightness, and submersible duplex pumps will be replaced with larger capacity pumps, requiring replacement of the existing pump control panel.

b. A terminal portion of the sewage force main will be replaced to accommodate the new treatment and disposal infrastructure configuration.

c. The Washington State Department of Health approved alternative consists of recirculating textile filter treatment (Orenco AdvanTex AX-100 or equivalent) followed by ultraviolet (UV) disinfection and subsurface drip system disposal

(Geoflow or equivalent) sized to handle a peak flow of 8,510 gallons per day (GPD).

d. Specific new components include a 9,000-gallon pre-anoxic tank; an 8,000-gallon recirculation tank; multiple AX-100 premanufactured textile filter units with ventilation; a 10’ x 12’ treatment monitoring and control building plumbed with a sink and laboratory workbench; a standby generator with sound attenuation and reinstallation of the existing 500-gallon propane tank; a 17,000-gallon dose tank; a

10’ x 12’ disposal control building with filtration, UV disinfection, and disposal valves; and an approximately 12,800 square foot subsurface drip system drainfield with four zones constructed around mature trees to receive pressurized dosing.

OLYM – 257062 & 205922 01 11 00 - 2

e. Three groundwater monitoring wells will be installed to monitor water quality around the drainfield.

f. Work also includes the replacement of an existing water service line and the installation of a backflow prevention assembly to provide water service to the treatment control building.

g. Option A, if awarded, would add chemical storage, chemical feed equipment, inline mixers, additional AX-100 treatment units, and a post-anoxic tank for enhanced nitrogen removal.

2. Sewage collection system improvements, which are designed to address infiltration and inflow (I&I) problems.

a. Option B will include eliminating individual recreational vehicle (RV) sewer hookups by constructing a centralized RV dump station with new backflow prevention and water service to the RV dump station and the lift station area, including installation of a new sewer line between Manholes 7A and 3A to cut off and remove the existing individual RV campsite sewer connections and intervening manholes.

b. Option C will include the replacement of a small grease trap with a 1000-gallon in-ground grease interceptor, tied into existing pipelines from the kitchen and to the collection system.

c. Option D will include the rehabilitation of the gravity sewer collection system, including rehabilitation of the interior of all manholes to stop I&I, replacement, and realignment of sewer lines and manholes between manholes 2A and 4A, and capping or plugging all remaining segments of the abandoned sewer line.

d. Each sewage collection system improvement option includes rehabilitation of surrounding surfaces with graveling, repaving, expanding asphalt pavement, striping pavement and adding signage for traffic control, replacing concrete slabs or sidewalks, and re-seeding lawn.

e. Option E reflects up to 50,000 gallons of septic pumping required to clean out the

17,000-gallon septic tank, 20,000-gallon flow equalization/lift station tank (less than ¼ full after operating lift station pumps), two 9,500-gallon aerobic secondary treatment unit tanks, a 3,000-gallon sludge wasting holding tank, and 1,000 gallons from the dosing siphon tank.

i. If Option E is not awarded, NPS will arrange to provide up to 50,000 gallons in septic pumping services in support of this project through a separate IDIQ contract.

C. The project will be constructed under a single prime contract.

D. Project Contacts:

1. Contracting Officer (CO): Sarah Welch; 810 State Route 20, Sedro-Woolley, WA

98284; (360) 854-7220; sarah_welch@nps.gov

2. Contracting Officer’s Representative and Project Manager (COR/PM): Kerri Cook; 600

E. Park Ave., Port Angeles, WA 98362; (360) 565-3161; kerri_cook@nps.gov

OLYM – 257062 & 205922 01 11 00 - 3

1.3 WORK PHASES

A. The subsurface drip drainfield shall be constructed when soils are sufficiently dry to prevent smearing and compaction, typically between July 1 and October 1. Identified hazard trees, stumps, and large (>6”) woody debris shall be removed before scraping and stockpiling the duff and other organic material. Avoid excessive compaction of the native soils by using tracked equipment rather than rubber-tired wheels within the drainfield area.

B. Log Cabin Resort is open to the public from May 23, 2022, through September 30, 2022.

Minimize construction activities within the Log Cabin Resort developed area to prevent visitor impacts during the concessioner’s approved operating season. To minimize visitor impacts, the

Log Cabin Resort developed area does not include the wastewater treatment and disposal site located on Lady of the Lake Lane.

C. The Log Cabin Resort concessioner anticipates requiring 8-12 days after closing to the public on September 30, 2022, to complete facility cleaning and other wastewater-generating activities. Cleaning activities may be strategically sequenced, if beneficial, to facilitate an earlier start to sewage collection system rehabilitation. Sequencing requests shall be directed to the Contracting Officer for review and approval.

D. Construction activities within the Log Cabin Resort developed area not directly impacting the wastewater collection and treatment system may begin October 1, 2022. Contractor-proposed activities with minimal impact to the public may begin earlier if reviewed and approved by the

Contracting Officer.

E. All construction activities within the Log Cabin Resort developed area must be substantially complete before the concessioner’s 2023 operating season begins on May 22. The wastewater collection, treatment, and disposal system must be complete, commissioned, approved by the

Washington State Department of Health, and in operation by May 15, 2023.

1.4 CONTRACTOR USE OF SITE

A. General: The contractor shall have full use of the drainfield disposal site for construction operations during the construction period. The contractor shall have full use of the collection system and treatment areas during the time when Log Cabin Resort is closed to the public, i.e.

10/1/22 – 5/21/23. The contractor's use of the site is limited only by the Government's right to perform work or to retain other contractors on portions of the Project and by the concessioner’s right to execute their contract to operate Log Cabin Resort.

B. Site Access: The contractor shall access the project site from East Beach Road near Lake

Crescent. The contractor shall not drive vehicles off-road or access non-project areas without permission from the contracting officer or park superintendent. The contractor shall also furnish a list of site personnel with phone contact information.

C. Construction Time Period: Timing of work shall be coordinated with the Contracting Officer and follow the approved Contractor’s work schedule. Soil-disturbing activities associated with subsurface drip drainfield construction shall occur when soils are adequately dry, typically between July 1 and October 1. Any work conducted during the April 1 through September 23 marbled murrelet nesting season that produces above ambient noise shall occur between two hours after sunrise and two hours before sunset.

OLYM – 257062 & 205922 01 11 00 - 4

D. Staging and Storage: Confine storage of equipment and materials to the staging/lay-down/storage areas identified within the area designated by the Contracting Officer or as established at the preconstruction meeting.

E. Driveways and Entrances: Keep driveways, areas specifically designated by the Contracting

Officer, and entrances serving premises clear and available to Government, Government employees, user groups, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

1. Schedule deliveries to minimize the use of driveways and entrances.

2. Schedule deliveries to minimize space and time requirements for the storage of materials and equipment on-site.

F. Preservation of Natural Features:

1. Re-use fill, rock, or topsoil from the project area, if possible. If not possible, then the

Contractor shall submit a list of proposed sources, end-use, and temporary storage requirements for imported material, 30 calendar days before delivery. The sources of imported rock, sand, gravel, and soil shall be inspected for invasive non-native plants, weeds, and/or seeds. The material must not be stockpiled at the quarry for more than 1 week after washing. If material comes from older stockpiles, the quarry must be certified weed-free by the County Noxious Weed Coordinator or a qualified weed inspector designated by NPS. For details on obtaining pit inspections and topsoil specifications, contact Janet Coles, Olympic National Park Supervisory Botanist, at janet_coles@nps.gov and provide at least 14 days notice that an inspection is needed.

Imported material shall be free of non-native weeds and/or seeds. Imported material shall be shipped directly from the source to the Park without intermediary storage or staging.

Shipping vessels shall be covered, if necessary, to prevent spillage or blowing off their contents while in transit.

2. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

3. Provide temporary barriers to protect existing trees and plants and root zones. Where drainfield expansion intersects root systems of larger trees, cut all roots greater than 3 inches in diameter cleanly with a sharp tool (i.e. do not tear with the excavator).

4. Do not remove, injure, or destroy trees or other plants without prior approval.

5. Do not fasten ropes, cables, or guys to existing trees.

6. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

7. Erosion control measures shall follow the approved UPPP.

G. Construction Camp: The establishment of a camp within the Park is not permitted.

H. Refer also to Section 01 11 40 Work Restrictions and Section 01 50 00 Temporary Facilities &

Controls.

mailto:janet_coles@nps.gov

OLYM – 257062 & 205922 01 11 00 - 5

1.5 GOVERNMENT-FURNISHED ITEMS

A. The Government will furnish the existing 500-gallon propane fuel tank, previously utilized for the original standby generator system, for incorporation into the work. The tank shall be salvaged and re-used for this project per the construction documents.

1. The contractor is responsible for protecting government-furnished items during storage, handling, and work, including damage from exposure to the elements. The contractor is responsible for safe practices and procedures associated with salvaging, storing, and re-installing a previously used propane tank.

2. If government-furnished items are damaged as a result of the contractor’s operations, the contractor shall repair or replace the items in kind.

1.6 PUBLIC USE OF THE SITE

A. General: All construction work including any or all related construction activities shall enable

NPS and concession employees to conduct their daily activities with minimal impact and/or disruption. The contractor shall coordinate all construction work including any or all related construction activities at least seventy-two (72) hours in advance that have potential for impacts upon the facility operations with the Contracting Officer to avoid potential negative impacts to

Log Cabin area activities. Temporary closures may be permitted with the specific written approval of the contracting officer.

1.7 EXISTING FACILITIES

A. General: Cooperate with Government staff and visitors during construction operations to minimize conflicts and facilitate Government usage of wastewater facilities. Perform the Work so as not to interfere with the Government’s staff and visitors’ operations. Maintain existing exits, unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the Contracting Officer.

1.8 SPECIAL CONSTRUCTION REQUIREMENTS

A. Limited Access: The contractor shall coordinate the scheduling of construction activities that will limit access to the site with the Contracting Officer before and during construction.

1.9 REFERENCE DOCUMENTS/REPORTS

A. General: The following reference documents/reports are available upon request to supplement the information specified in the contract documents:

1. Soils Investigation Report, including soil test pit locations and soil logs for the new subsurface drip disposal site.

OLYM – 257062 & 205922 01 11 00 - 6

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

OLYM – 257062 & 205922 01 11 40 - 1

WORK RESTRICTIONS

SECTION 01 11 40

1.1 PARK REGULATIONS

A. General: The Contractor must comply with the following rules and conditions:

1. Ensure personnel (contractors or subcontractors) working in the park become familiar with and obey all park regulations, wear hard hats in designated areas, and do not enter any restricted areas unless required to do so and until cleared for such entry.

2. Implement and comply with federal and local COVID requirements in effect during the contract period of performance.

3. Ensure equipment is conspicuously marked for identification.

4. The Contractor shall restrict employees/representatives to the worksite and control travel directly to and from the worksite.

5. Restore all traffic/parking/security signs and markings, including space numbers, designations, and lines, to their original form if such signs/markings are defaced or deleted during construction/repair.

6. Control and provide security of Contractor-owned equipment and materials at the worksite. Report immediately missing/lost/stolen property to the park dispatch/law enforcement rangers at (360) 565-3115.

7. All work is restricted to the pre-approved construction and staging areas. No impacts to areas outside of the construction and staging areas, as designated in the drawings and by the Contracting Officer, shall occur.

8. Vehicles/Heavy Equipment:

a. Rules of the Road: All vehicles and heavy equipment will comply with posted traffic regulations, including speed limits and double-yellow center lane markings.

Vehicles and heavy equipment shall take every safe opportunity to use paved roadside pullouts to allow faster-moving traffic to pass. Failure to comply with traffic regulations will result in a citation being issued to the driver.

b. Vehicle Parking: Vehicles are not permitted within long-term or overnight parking along park roads or in associated overlooks/pullouts. Vehicles and heavy equipment will be permitted at designated parking areas only or as established at the preconstruction meeting.

c. Vehicle Exhaust: All vehicles will be properly maintained to ensure that the exhaust produced is within legal limits. Effects of excessive vehicle exhaust may be subject to enforcement of State and Federal laws regarding emissions as well as those regarding threatened and endangered species. No unattended motors/engines are permitted. No idling of motors or engines for extended periods is permitted.

d. Fueling: Fueling of any type, whether equipment or vehicles, must be done either on non-pervious surfaces such as concrete or asphalt or deploy a spill containment pad.

e. Spills: Equipment must be free of any fluid leaks (fuel, oil, hydraulic fluid, etc.)

upon arrival at the worksite and shall be inspected at the beginning of each shift for leaks. Leaking equipment shall be removed off-site for necessary repairs before the commencement of work. The contractor shall be responsible for any cleanup

OLYM – 257062 & 205922 01 11 40 - 2

efforts required by 40 CFR and all applicable state environmental quality laws regarding disposal and cleanup of hazardous/industrial wastes. The contractor must immediately notify the Contracting Officer of spills.

f. Commercial Vehicle Safety Inspections: The Contractor, employees, contractors, and subcontractors shall fully cooperate regarding safety inspections of commercial vehicles within the Park. Commercial vehicle safety inspections are conducted unannounced for employee and visitor safety. Vehicles are checked for safety and mechanical deficiencies and compliance with current state and federal laws and regulations. Driver licenses and medical certificates are also checked.

g. DOT Compliance: All vehicles are to be compliant with all DOT requirements including but not limited to a driver with appropriate license class, medical examiner card as appropriate with license class, carrying three (3) triangles or three

(3) flares, mounted fire extinguisher, and valid DOT safety sticker.

h. Oversized Vehicles: Oversized vehicles are defined as vehicles where the width of the vehicle or load exceeds one lane (i.e., beyond the centerline of the paved road). Oversized vehicles must not exceed the clearances along the Log Cabin

Road corridor. Oversized vehicles will require an escort and drivers must avoid driving on the edges of the Park road. The Contractor is to notify the Contracting

Officer of oversized vehicles, scheduled dates and estimated arrival times at the park entrance, and the identity of who is escorting the vehicle (e.g., police, contractor, etc.).

i. Road Work: The contractor shall provide adequate traffic control, including flaggers on either side of any work performed on the road. Any workers on or near the road must wear highly visible, bright clothing. (See Section 01 50 00 for additional details).

j. Law Enforcement: Law enforcement rangers will intervene if they perceive any unsafe or unlawful activity. The contractor must immediately comply with any instructions issued by a park law enforcement ranger.

k. Road & Weight Restrictions: All vehicle load, weight, and size limitations, as established by State law, apply to vehicles operated on the Park road (36 CFR §

4.11). Comply with all legal load restrictions in the hauling of materials. Load restrictions on Park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on Park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve the

Contractor of liability for damage that may result from the moving of equipment.

9. Emergency Medical and Accident Reporting:

a. The Contractor or subcontractor shall contact Park Dispatch for any medical emergency or traffic accident occurring within the Park.

Emergency number: Dial 911 as needed.

Park Dispatch: (360) 565-3115

b. Park Dispatch is called so that any available Emergency Medical Services personnel in the Park might respond until the ambulance arrives.

c. The Contractor or subcontractor is required to report ANY personal injury and/or property damage incident occurring within the park. This report must be made to a Law Enforcement Ranger at the first available opportunity before leaving the

Park:

Park Dispatch: (360) 565-3115

OLYM – 257062 & 205922 01 11 40 - 3

1.2 RESOURCE PROTECTION

A. General: The park is committed to protecting natural and cultural resources found within the park and adjacent lands. The Contractor must comply with the following rules and conditions:

1. Invasive Species: The introduction of non-native invasive species can threaten rare and endangered species or can create new populations of non-native species not traditionally found in the park. The contractor is required to inform personnel, subcontractors, and vendors to thoroughly clean all vehicles, equipment, tools, supplies, and materials before packing/loading. Before entering the park, all workers shall check vehicles, equipment, tools, boots, and backpacks for weed seeds, mud that could harbor weed seeds, and plant parts. All equipment shall be power washed and inspected before being off-loaded at

Log Cabin Resort within Olympic National Park to ensure it is free of non-native weeds and/or seeds. The park requires and will perform inspections to ensure non-transport of non-native species BEFORE arriving at Log Cabin Resort. Contact the COR at least (3) three days in advance of park entry to arrange for an inspection(s) at the loading dock or point of origin.

a. NPS will have sprayed all existing vegetation on the abandoned septic mound at least twice before construction begins in the summer of 2022. However, there is a substantial seed bank of noxious weeds, especially Scotch broom, so avoiding ground disturbance in the staging area on top of the mound is important until the end of the project. To facilitate revegetation of the area with native species once the project is complete, the

Contractor shall de-compact the surface of the abandoned mound staging area.

Decompaction and scarification shall extend through and break up the clay cap to prepare the staging area and abandoned septic mound for revegetation by the NPS. Any filter fabric encountered during this process shall be removed. The surface disturbance is approved once all equipment and materials have been removed.

b. Any area utilized to stockpile organic duff material removed from the drainfield during construction, or any material transported to the site and stockpiled before final placement, must be free of weeds, and the stockpile itself shall be covered to prevent weed seed from being introduced.

2. Endangered Species: Endangered species are protected by Federal law. Plan work in areas in or near suitable threatened or endangered bird habitats (i.e. the treatment and drainfield disposal areas) as late as possible in the summer/fall. Planning for projects to start late in the breeding season will substantially reduce the potential for adverse impacts to marbled murrelets and spotted owls. Obey all park regulations. Drivers must obey all traffic laws and keep an eye out for animals on or alongside the road. Contact park dispatch at (306-565-3100) immediately if the animal is hit or injured or will not move off of the road.

a. Remove all materials, including trash and food wastes, from the project site to reduce the attraction of marbled murrelet predators such as crows and jays.

b. Care shall be taken not to disturb any wildlife species (reptiles, migratory birds, raptors, or bats), whether endangered or not, found nesting hibernating, estivating, or otherwise living in, or immediately nearby, the worksite.

3. Archaeological Resources: Archaeological resources are physical pieces of evidence of past human activity, including evidence of the effects of that activity on the environment.

Archaeological resources are found above and below the ground and underwater. If unknown archaeological resources are discovered during construction, the contractor shall stop work or relocate work to a non-sensitive area until resources can be properly recorded and evaluated, and contact the Contracting Officer immediately. Measures shall be taken to avoid further resource impacts or to mitigate their loss or disturbance.

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Archaeological resources typically found in the park or at the project site will be discussed further at the preconstruction meeting.

4. Soundscape / Noise: The contractor shall minimize noise levels at the project site to protect the soundscape of the park. Perform noise-producing work in less sensitive hours of the day or week or as directed by the Contracting Officer. Any work producing above-ambient noise during the April 1 through September 23 marbled murrelet nesting season shall be conducted between two hours after sunrise and two hours before sunset. See

Section 01 57 19.12 Noise & Acoustics Management for additional details.

1.3 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during the hours of 7:00 AM to 5:30

PM, except when otherwise indicated.

1. Weekend Hours: Same as On-Site Work Hours, with approval from the Contracting

Officer

2. Early Morning Hours: Same as On-Site Work Hours

B. Existing Utilities

1. Existing Utilities: Notify the Contracting Officer and utility companies of proposed locations and times for excavation.

2. The contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made per the Changes clause of the contract.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by the

Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer not less than (5) five days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s written permission.

D. No Smoking Policy: Smoking is prohibited inside or outside within 25 feet of any buildings in the park. This applies to existing buildings, buildings under construction, and buildings under renovation. Discarding tobacco products or debris anywhere other than into designated tobacco receptacles is considered littering and subject to fines.

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CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 00

PART 1 - GENERAL

A. The work of this section consists of administrative and procedural requirements for contract modifications.

1.2 DEFINITIONS AND ALLOWANCES

A. Home Office Overhead: Those costs incurred in support of all of a contractor’s projects and not attributable to a specific job. The cost for home office overhead is only allowed as a percentage of all direct work excluding profit. The following items represent allowable home office overhead costs identified in Part 31 of the Federal Acquisition Regulation (FAR):

1. Rent

2. Utilities

3. Furnishings

4. Office equipment

5. Executive and management staff not exclusively assigned to the project

6. Support, accounting, and administrative staff

7. Preparation of cost proposals, estimating, and schedule analyses connected with

Modifications

8. Estimating and preconstruction services

9. Mortgage costs

10. Real estate and corporate taxes

11. Automobile maintenance and travel costs for home office personnel

12. Home office insurances i.e. structure, automotive, umbrella, flood, etc.

13. Depreciation of equipment and other assets

14. Home office supplies (paper, staples, etc.)

15. Legal services

16. Accounting and data processing

17. Professional fees/registration

B. General Conditions (Field Office Overhead): Management and administrative costs incurred on-site for the designated project. Costs associated with the preparation of modifications will not be allowed. The costs for these items are to be included only in the general conditions of the modification estimate. Only in the case of a contract time extension are additional general conditions included in modifications. The following items, if applicable, are considered allowable costs for calculating General Conditions:

1. Contracting Officer, Contracting Officer Representative

2. Superintendent, Assistant Superintendent

3. Quality Control, Safety Officer, Environmental Manager, etc.

4. Engineers

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5. Travel, lodging, and per diem (as established by Federal Travel Regulations)

6. Scheduling

7. Field Office Trailers and associated temporary utilities

8. Field office supplies

a. Mailing and couriers

b. Reproduction costs

c. Storage

d. Phones

e. Computers

f. Copiers

9. Personal vehicles i.e. Superintendent Pickup trucks

C. General Requirements: These are costs directly associated with the project and are necessary to perform the actual work of the modification. These costs shall be shown as direct costs in the estimate. The following items, if applicable, are considered allowable costs:

1. Hoisting

2. Material handling

3. Temporary fencing

4. Portable toilets and handwashing units

5. Trash removal, dumpsters

6. Barricades

7. Small tools

8. Safety supplies

9. Scaffolding

10. Daily cleaning

11. Traffic control

12. Temporary signage

13. Temporary heating and power

D. Personnel Costs: Costs included in the modification must only be for General Conditions, staff and workers present and working on the project site. Modification costs for salaried workers are only allowed within the structure of a forty (40) hour week and no overtime or holiday pay will be allowed.

1. Worker Hourly Rates are costs directly associated with the individual worker and consist of the following:

a. Base Rate: This is the hourly rate paid directly to the worker

b. Labor Burden: Employer payments of all applicable burdens, this includes insurance and taxes that the business must pay on behalf of the worker to government entities and educational forums, such as:

1) Social Security

2) Medicare

3) Workers’ Compensation – Policy and company calculation to be made available.

4) FUTA – Cap Rate and percentage to be proportionally allocated over one year.

5) SUTA – Cap Rate and percentage to be proportionally allocated over one year.

6) Union agreement costs – Other costs required under an enforceable collective bargaining agreement.

c. Fringe Benefits: Various non-wage compensations provided to employees such as:

1) Health Care Insurance Premiums http://en.wikipedia.org/wiki/Employee

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2) Cell Phone

3) Clothing

4) 401K and Pensions

5) Vehicle allowances

6) Gas allowance

7) Life insurance premiums

8) Disability insurance

9) Other Fringe Benefits required under an enforceable collective bargaining agreement

E. Bonuses or Deferred Compensation: No Bonus or Deferred Compensation will be allowed within any components of pricing including Home Office Overhead, General Conditions, General Requirements, Hourly Worker Rates, or the direct costs of work.

F. General Liability Insurance: An insurance policy that protects the contractor from claims resulting from bodily injury or property damage to a third party. Include this as a separate line item within all modification proposals and provide a current insurance quote upon request.

G. Performance and Payment Bonds: A performance bond is a surety bond issued by an insurance company or bank to guarantee the satisfactory completion of a project. The Payment Bond guarantees that the contractor will pay the labor and material costs they have incurred. Banks and Insurance companies charge a premium for each project based on a sliding scale that relates to the size of the project. Include this as a separate line item in modification proposals and provide current company bonding rates upon request.

H. Builder’s Risk Insurance: This covers the contractor’s loss due to fire, high winds, or other natural forces. This is not reimbursed by the National Park Service (NPS) and shall not be included in modification proposals.

1.3 MODIFICATION PROPOSAL PRICING REQUIREMENTS

A. General:

1. Your proposal must be received in the format and within the time frame specified in the

Request for Proposal letter. Costs or delays resulting from the failure of the contractor to submit within the time frame specified will not be compensable.

2. The proposal must be detailed with itemized lists of equipment, materials, labor, production rates, overhead, profit, and bond markup for each item. Labor costs must be itemized by craft and hourly rate, including Fringe Benefits and Labor, Burden. If the costs of Fringe Benefits and Labor Burden are not itemized, it is assumed that they are included in the hourly rate shown, or the contractor is not requesting reimbursement.

The contractor may utilize the government-provided Contractor Estimate Form or their form, provided that it contains comparable information as the Government-provided form and is acceptable to the Contracting Officer.

3. Requests for extensions of contract time as a result of this change must be justified with a Time Impact Analysis (TIA). Refer to Division 01 Specification, “Construction

Schedule”, for time impact analysis requirements. TIA and associated costs must be received with the proposal by the date shown within the Request for Proposal letter. The contractor’s failure to submit within the specified time frame will be construed as the

Contractor waiving the right for additional time and no time extension will be allowed.

http://en.wikipedia.org/wiki/Surety_bond http://en.wikipedia.org/wiki/Insurance http://en.wikipedia.org/wiki/Bank http://www.nps.gov/dscw/publicforms.htm#ct

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4. All supporting documentation used to justify the proposed modification will be made available to the Contracting Officer upon request.

5. The contractor must review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing before submission to the NPS. All delay costs associated with not reviewing and approving subcontractor/supplier pricing will be borne by the Contractor.

6. All pricing and production rates within the estimate must be based on fair and reasonable pricing and cannot include a built-in contingency.

B. Labor:

1. The contractor shall estimate the cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each, and itemizing the hours required for each craft that will be directly engaged in modification work. Any work proposed that will require overtime work or premium pay shall be itemized separately. All rates shall be following the Davis-Bacon Act as incorporated herein. Labor Burden may include payroll taxes, Social Security, unemployment insurances, workers compensation insurance, FICA, FUTA, and other direct costs resulting from Federal, State, or local laws.

2. Itemize labor costs for equipment operators separate from equipment costs.

3. The labor cost for foremen shall only be costs for related work required for the modification.

C. Materials:

1. The estimated cost for materials shall include quotes from multiple sources. Material prices must include all applicable fees and credits, including but not limited to, sales tax, freight and delivery charges, and tax rebates.

2. No markup shall be applied to any material provided by the NPS.

D. Equipment:

1. Equipment used for the project must be appropriately sized for the work being performed.

2. Do not include costs for “miscellaneous tools and equipment”, in your proposal for a replacement value of five hundred dollars ($500) or less. Costs shown over five hundred dollars ($500) must be broken out separately.

3. Regardless of ownership, the rates to be used in determining equipment rental costs shall be the lowest cost from one of the following sources:

a. U.S. Army Corps of Engineers, Ownership and Operating Expense Schedule (use the latest edition and applicable region)

b. Construction Blue Book

c. Local equipment rental rates, documented by actual invoice charges, or itemized vendor quotes.

4. The estimated rental rates shall include the cost of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires & tracks, routine repairs and maintenance (cost of a major overhaul is not included), depreciation, storage, insurance, and all incidentals. Mobilization, if applicable, may be included for equipment solely used on the modification work but must be listed separately.

5. Estimate the full rate for equipment only for the duration that the equipment will be utilized to accomplish the work of the modification.

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6. Standby unit rates used are to be following paragraph 1.3, D, 2, above. If the US Army

Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then one-half (½) of the equipment costs minus any operating costs will be accepted.

7. If the equipment is in standby mode due solely to a documented NPS delay, the established standby rate shall apply from the first day of the delay.

8. Equipment that is not used and on the job site for up to five consecutive days may be classified at standby rates, provided that the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work.

Equipment that is still on the job site but not in use after five consecutive days will not be considered in the modification pricing.

9. Requests for compensation for equipment stand-by time must be justified, documented, and itemized separately.

10. The estimated timeframe (daily, weekly, monthly) for use of the equipment must reflect the lowest cost to the Government.

E. Establishment and Application of Overhead and Profit Percentages:

1. Home Office Overhead and Profit (OH&P) shall be applied to direct costs only. Profit shall not be applied to overhead amounts, and overhead shall not be applied to profit. Home office overhead shall contain only allowable, allocable, and reasonable costs per the contract documents and FAR Part 31. Profit percentages are based on risk factors found in the FAR Part 31which have been applied to the specific type of work included in this project. The following percentages establish the maximum allowable markups (OH&P) for contractor self-performed work:

Overhead………………10%

Profit…………………..10%

2. The total aggregate limit of markup (OH&P) for contractors and subcontractors on modification work shall not exceed twenty percent (20%). The NPS will not be responsible for the allocation of percentages between contractors and subcontractors.

3. If contractors form a partnership, then the partnership may only receive home office overhead and profit in the same amount as an individual contractor (refer to par 1.3, E,1 above). It is the responsibility of the partners to decide on the division of revenue.

4. Combined Increases and Decreases: On proposals involving both increases and decreases in the Contract Price, the overhead and profit mark-ups are required on the net increases and deducted on net decreases.

5. At no time can profit be calculated on Overhead or itself, it must be calculated on direct costs of work only.

PART 2 - PRODUCTS (not used)

PART 3 - EXECUTION (not used)

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DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00

A. This section intends to explain, in general, what is and what is not included in a contract line item, and the limits or cut-off points where one item ends and another begins.

B. If no contract line item exists for a portion of the work, include the costs in a related item.

1.2 QUALITY ASSURANCE

A. Contract line items for drinking water utility piping, modification to existing drinking water piping, and provision/installation of the new drinking water system shall involve materials, equipment, and commissioning approved by the American National Standard Institute

NSF/ANSI 61 or Washington State for use in potable water systems. The contractor shall provide documentation following material submittal requirements.

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. For all line items, no separate measurement will be made. Distribute costs for mobilization, demobilization, project management, overhead, profit, bond, and other administrative costs across all line items, as appropriate. Payment will be at the contract unit (lump sum) price.

B. Contract Line Item No. 1 – Replace Wastewater Treatment Process

1. This line item consists of furnishing all materials, equipment, and labor for the construction of the recirculating textile treatment system (Orenco AdvanTex AX-100, 2 each) which includes in the complete and operational wastewater treatment system:

• all required erosion and sediment control, clearing and grubbing, excavation for system installation;

• installation of the force main access vault, replacement, and realignment of sewage force main in the treatment vicinity, and sleeved pipe under roadway carrying the force main;

• installation of an influent flow meter and vault;

• installation of the pre-anoxic, recirculation tanks, pumps, and connective piping

• connecting piping systems, treatment unit ventilation assembly, treatment units, backfill, compaction, site grading, aggregate base, and concrete;

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• required electrical components, telemetry controls, process instrumentation, and other appurtenances physically located outside of the treatment control building;

and

• startup, commissioning, and operator training associated with the project.

C. Contract Line Item No. 2 – Demolish Obsolete…