Attachment_1_Construction_Documents,_Volume_1_(Division_1).pdf

VOLUME 1 OF 2

OLYMPIC NATIONAL PARK

OLYM PMIS No. 237911, 237918, & 251250

REHABILITATE KALALOCH WATER TREATMENT SYSTEM

100% FINAL

CONSTRUCTION DOCUMENTS

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

NOVEMBER 2018

11/29/2018

VOLUME 1 OF 2

OLYM – 237911, 237918, & 251250 TABLE OF CONTENTS - 1

TABLE OF CONTENTS

DIVISION, SECTION & PARAGRAPH NUMBERING

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 00 20 Table of Contents

00 00 30 Index of Drawings

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 26 01 Contract Modification Procedures

01 27 00 Definition of Contract Line 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 – 237911, 237918, & 251250 INDEX OF DRAWINGS - 1

INDEX OF DRAWINGS

GENERAL

1 OF 64 COVER SHEET

2 OF 64 G1 SHEET INDEX

3 OF 64 G2 GENERAL NOTES / LEGEND

4 OF 64 G3 GENERAL NOTES / LEGEND

5 OF 64 G4 EXISTING SITE – SURVEY CONTROL

6 OF 64 G5 FLOW DIAGRAM

7 OF 64 G6 DESIGN CRITERIA - PUMP CURVES

8 OF 64 G7 BASIS OF DESIGN

9 OF 64 G8 OPERATIONS PROFILE

CIVIL

10 OF 64 C1 SITE DEMOLITION PLAN

11 OF 64 C1.1 SITE DEMOLITION PLAN

12 OF 64 C2 SITE GRADING PLAN

13 OF 64 C3 SITE SEWER PLAN

14 OF 64 C3.1 SEWER LIFT STATION PLAN

15 OF 64 C3.2 LIFT STATION PLAN/SECTION

16 OF 64 C3.3 LIFT STATION & CATCHBASIN DETAILS

17 OF 64 C4 SITE WATER PLAN

18 OF 64 C5 SITE IMPROVEMENT DETAILS

19 OF 64 C6 SITE IMPROVEMENT DETAILS

20 OF 64 C6.1 WATER DETAILS

21 OF 64 C7 SOUTH WELL IMPROVEMENTS

22 OF 64 C8 NORTH WELL IMPROVEMENTS

23 OF 64 C9 WELL DETAILS

PROCESS

24 OF 64 W1 WATER TREATMENT PLAN

25 OF 64 W2 WATER TREATMENT SECTIONS

26 OF 64 W3 WATER TREATMENT SECTIONS

OLYM – 237911, 237918, & 251250 INDEX OF DRAWINGS - 2

ARCHITECTURAL

27 OF 64 A0.1 CODE CRITERIA, GENERAL NOTES & LEGEND

28 OF 64 A1.0 TREATMENT BUILDING FLOOR PLAN

29 OF 64 A2.0 EXTERIOR ELEVATIONS

30 OF 64 A3.0 NEW DOOR & FINISH SCHEDULES

31 OF 64 A4.0 PROCESS PIPING SECTIONS/ELEVATIONS

32 OF 64 A4.1 PROCESS PIPING SECTIONS/ELEVATIONS

33 OF 64 A4.2 PROCESS PIPING SECTIONS/ELEVATIONS

34 OF 64 A4.3 PROCESS PIPING SECTIONS/ELEVATIONS

35 OF 64 A4.4 PROCESS PIPING DETAIL

36 OF 64 A5.0 BUILDING DEMOLITION ELEVATIONS

37 OF 64 A5.1 BUILDING DEMOLITION ELEVATIONS

38 OF 64 A5.2 BUILDING DEMOLITION ELEVATIONS

39 OF 64 A5.3 PUMP BUILDING DEMOLITION PLAN

40 OF 64 A5.4 PUMP BUILDING DEMOLITION PLAN

41 OF 64 A5.5 GENERATOR ROOM REHABILITATION

42 OF 64 A6.0 INTERIOR DEMOLITION ELEVATIONS

43 OF 64 A6.1 INTERIOR DEMOLITION ELEVATIONS

44 OF 64 A6.2 INTERIOR DEMOLITION ELEVATIONS

45 OF 64 A7.0 REPLACEMENT FINISH SCHEDULE/DOOR AND WINDOW TYPES

46 OF 64 A8.0 DOOR & WINDOW DETAILS

47 OF 64 A8.1 MISCELLANEOUS DETAILS

STRUCTURAL

48 OF 64 S0.1 GENERAL NOTES & DESIGN CRITERIA

49 OF 64 S0.2 INSPECTION SCHEDULE & LEGEND

50 OF 64 S1.0 FOUNDATION PLAN

51 OF 64 S2.0 STRUCTURAL DETAILS

52 OF 64 S3.0 TYPICAL SECTIONS

53 OF 64 S3.1 TYPICAL SECTIONS

OLYM – 237911, 237918, & 251250 INDEX OF DRAWINGS - 3

ELECTRICAL

54 OF 64 E0.0 ELECTRICAL NOTES/LEGEND

55 OF 64 E1.0 SITE ELECTRICAL PLAN

56 OF 64 E1.1 PARTIAL SITE ELECTRICAL PLAN

57 OF 64 E1.2 LIFT STATION POWER PLAN AND DETAILS

58 OF 64 E1.3 LIFT STATION DETAILS

59 OF 64 E2.0 LIGHTING PLAN

60 OF 64 E3.0 POWER PLAN

61 OF 64 E3.1 PWTS & POWER WIRING DIAGRAM

62 OF 64 E4.0 PANEL SCHEDULES AND DETAILS

63 OF 64 E5.0 ELECTRICAL DEMOLITION PLAN

64 OF 64 E6.0 GENERATOR ROOM REHABILITATION PLAN

END OF SECTION

DIVISION 01

GENERAL REQUIREMENTS

OLYM – 237911, 237918, & 251250 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 site.

4. Public use of site.

5. Buildings.

6. Work Restrictions.

7. Special Construction Requirements.

8. Work under other contracts.

9. Government Furnished Materials.

10. Occupancy requirements for buildings.

11. Additional Reports.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: The project is located at the Kalaloch developed area in Olympic National

Park, WA. Kalaloch is located approximately ninety (90) miles south-west of Port Angeles, WA. Port Angeles lies approximately one hundred twenty (120) miles north-west of Olympia, WA via State Highway 101.

B. The Work consists of the following:

1. The work includes the construction of a new building to house ground water treatment systems, construction of underground utilities to serve the new building, abandonment and filling of the existing backwash lagoon, installation of water treatment equipment, piping, controls, catwalk and stairs, site grading, and installation of underground drainage and potable water system utilities. The construction options include interior improvements, demolition and disposal of partial demolition of the existing treatment building, to the existing facility and demolition of the existing water treatment system as described on the contract drawings and documents.

C. Project will be constructed under a single prime contract.

D. Project Contacts:

1. Contract Specialist: Sarah Welch, 810 State Route 20, Sedro Woolley, WA 98284,

(360) 854-7220, sarah_welch@nps.gov

2. Contracting Officer: Rod Roberson, 600 E. Park Ave., Port Angeles, WA 98362, (360)

565-3024, rod_roberson@nps.gov

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3. Contracting Officer’s Representative/Project Manager: Kerri Cook, 600 E. Park Ave., Port Angeles, WA 98362, (360) 565-3161, kerri_cook@nps.gov

4. Chief of Facility Maintenance: Lisa Turecek, Olympic National Park, 600 E. Park

Ave., Port Angeles, WA 98362, (360) 565-3150, lisa_turecek@nps.gov

5. Buildings & Utilities Supervisor: Caleb Wagner, Olympic National Park, 600 E. Park

Ave, Port Angeles, WA 98362, (360) 565-3173, caleb_wagner@nps.gov

6. Deputy Chief of Facility Management: Jeff Doryland. Olympic National Park, 600 E.

Park Ave, Port Angeles, WA 98362, (360) 565-3151, jeff_doryland@nps.gov

1.3 WORK PHASES.

A. The new Kalaloch Water Treatment Building will require space presently occupied by a small pond receiving process wastewater from the existing treatment system. Prior to decommissioning the pond, the Contractor shall provide and install a means for wastewater discharge from the existing treatment system.

B. The Contractor shall schedule construction to provide the new wastewater lift station and new wastewater buried pipe along the road to a new sanitary manhole to create the new method of eliminating wastewater.

C. The Contractor shall commission the conveyance of waste from the existing treatment plant and operation of the new lift station prior to taking control of the backwash waste pond.

D. Upon completion of the new wastewater disposal arrangements, the Contractor shall proceed with removal of the wastewater pond, construction of the new Water Treatment Building, connections to the two wells, and connection of the new water treatment system.

E. Upon completion of all construction, the Contractor shall remove the wastewater connections from the existing treatment system and decommission the treatment system.

F. If the Government exercises Option A, the Contractor shall remove the existing treatment system; if the Government exercises Option B and/or Option C, the Contractor shall complete the renovation of the existing treatment building as described.

1.4 CONTRACTOR USE OF SITE

A. General: Contractor shall have full use of the site for construction operations during the construction period. 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 Project.

B. Construction Time Period: Timing of work shall be coordinated with Contracting Officer and follow the approved Contractor’s work schedule based on the period of performance.

C. Storage of Materials: Confine storage of materials to within the immediate vicinity of the work being performed within the area designated by the Contracting Officer.

mailto:ellen_gage@nps.gov

OLYM – 237911, 237918, & 251250 01 11 00 - 3

D. Preservation of Natural Features:

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

2. Provide temporary barriers to protect existing trees and plants and root zones.

3. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with Contracting Officer and remove agreed-on roots and branches that interfere with construction.

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

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

E. Preservation of Historic Features:

1. Prevent damage to historic features such as buildings and other structures that remain in the area near construction work zones.

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

Officer and entrances serving premises clear and available to Government, Government's 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 use of driveways and entrances.

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

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

H. Hauling Restrictions: 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 Contractor of liability for damage which may result from moving of equipment.

I. Additional Mitigations to be Performed by Contractor:

1. Equipment used at the site must be pressure cleaned and free of weeds, seed, debris, and mud to prevent the introduction and/or spread of exotic, invasive plants. Arrange with

Contracting Officer for NPS inspection of equipment prior to offloading.

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

3. Minimize idling of motors when power tools and equipment, including vehicles, are not in use during marbled murrelet nesting season (April 1-September 23).

4. Do not remove any potential marbled murrelet nesting trees. Potential nest trees are defined as conifers with live crowns containing suitable nest platforms (large, moss-covered branches greater than or equal to 4 inches diameter located greater than or equal to 33 feet above ground).

5. Maintain hazardous spill clean-up material onsite at all times. This measure is designed to avoid/minimize the introduction of chemical contaminants associated with machinery

(fuel, oil, hydraulic fluid, etc.) used in project implementation.

OLYM – 237911, 237918, & 251250 01 11 00 - 4

6. Prior to starting work each day, inspect all machinery for leaks (fuel, oil, hydraulic fluid, etc.) and all necessary repairs shall be made before the commencement of work.

7. Reclaim all disturbed ground using appropriate best management practices, which may include planting or seeding with native vegetation, or, in the case of small treatment areas, allowing native vegetation to reclaim the area naturally. Coordinate with

Contracting Officer to determine best methods for restoration.

1.5 PUBLIC USE OF SITE

A. All construction work including any or all related construction activities shall enable employees and associated visitors to conduct their daily activities with minimal impact and or disruption.

B. Contractor shall coordinate all construction work including any or all related construction activities that have potential for impacts upon the facility operations with the Contracting

Officer at least seventy two (72) hours in advance to avoid potential negative impacts to

Kalaloch area activities.

1.6 BUILDINGS

A. Existing Buildings

1. Partial Government Occupancy: Cooperate with Government staff and visitors during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government’s staff and visitors’ operations.

Maintain existing exits, unless otherwise indicated.

a. 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.

1.7 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during daylight hours between 6:00

AM to 5:30 PM, Monday through Friday, except when otherwise indicated.

1. Weekend Hours: Same as On-Site Work Hours

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

3. Work activities from April 1 to September 23 that produce noise above ambient levels shall be conducted only between two hours after sunrise and two hours before sunset to minimize impacts to marbled murrelets.

B. Existing Utilities

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

2. Contractor shall be responsible for locating and preventing damage to known utilities.

If damage occurs, repair utility at no additional expense to the Government.

OLYM – 237911, 237918, & 251250 01 11 00 - 5

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

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

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.

3. Hours for Utility Shutdowns: The existing utility systems may be non-operational, when required, upon specific approval of the Contracting Officer for a maximum of (4) four consecutive hours. Shutdowns shall be scheduled to occur mid-day (e.g. 10 am – 2 pm) and mid-week (Monday – Thursday), if possible. Additional restrictions may apply due to local laboratory bacteriological sample acceptance days and hours.

4. Contractor is responsible for bacteriological water testing associated with water system shutdowns resulting in a loss of distribution system pressure (i.e. drop below 20 psi).

Contractor shall provide Government with information necessary to implement and lift a boil water advisory following a water system shutdown, including collection of repeat samples if necessary.

D. Nonsmoking Building: Smoking is not permitted within the building or within twenty five (25) feet of entrances, operable windows, or outdoor air intakes.

1.8 GOVERNMENT FURNISHED MATERIALS.

A. Approximately 500 cubic yards of asphalt millings (recycled asphalt pavement) are available for use as structural fill from the Government’s Sol Duc Pit, located 2 miles up Sol Duc Hot

Springs Road from its intersection with Highway 101 at the west end of Lake Crescent, and 65 miles from the Kalaloch Water Treatment Plant project site. Asphalt millings may be used as structural fill on the project except for directly under the new treatment building due to the potential off-gassing of hydrocarbon vapors creating an indoor air quality issue. Contractor shall arrange for loading and hauling of asphalt millings, if used. Coordinate with Government for key access to materials stored behind locked gate.

1.9 ADDITIONAL REPORTS

A. The Kalaloch Water Treatment Building Asbestos Inspection Report, which was completed in

September 2018, provides results from inspection, sampling, and testing for asbestos-containing materials in the existing water treatment building. Any Asbestos removal work completed under this contract is required to be carried out by an Asbestos Removal Contractor.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

OLYM – 237911, 237918, & 251250 01 26 01 - 1

CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 01

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

OLYM – 237911, 237918, & 251250 01 26 01 - 2

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. Port-a-lets

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 actually 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 Comp – 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.

OLYM – 237911, 237918, & 251250 01 26 01 - 3

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

1) Health Care Insurance Premiums

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 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 individual project based on a sliding scale which 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 failure of 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 that they are included in the hourly rate shown, or contractor is not requesting reimbursement.

Contractor may utilize the government provided Contractor Estimate Form or their own form, provided that it contains the same information and level of detail as the

Government provided form.

http://en.wikipedia.org/wiki/Employee 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

OLYM – 237911, 237918, & 251250 01 26 01 - 4

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.

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.

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

5. Contractor must review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to 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 built-in contingency.

B. Labor:

1. 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 in accordance with 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 in excess of 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 latest edition and applicable region)

b. Construction Blue Book

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

OLYM – 237911, 237918, & 251250 01 26 01 - 5

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 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.

6. Standby unit rates used are to be in accordance with 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 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 jobsite 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 jobsite 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

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

3. If contractors form a partnership, than 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)

OLYM – 237911, 237918, & 251250 01 27 00 - 1

DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00

A. The intent of this section is 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 NSF or the state for use in potable water systems.

PART 3 - EXECUTION

3.1 LIST OF CONTRACT PRICE ITEMS

A. Contract Price Item No. 1 – Site Preparation and Utility Relocation

1. This price item consists of furnishing equipment and labor per the design documents.

Generally:

a. Site preparation shall include the commissioning of new sanitary wastewater conveyance intercepting all existing treatment system discharge lines.

b. Sawcut existing asphalt, demolish and remove existing asphalt, dispose of existing asphalt off site along path of new water and sewer force mains and conveyance pipelines.

c. Provide and install new sanitary waste lift station, valve pit and power support station for controls.

d. Provide and install underground forced main piping from new water treatment plant lift station to new sanitary manhole.

e. Provide and install new wastewater pipeline connections from existing treatment system pipelines directing flow to the new lift station.

f. Provide commissioning of sanitary lift station pumps and decommissioning of small waste pond (donut) in the treatment area including discharge outfall.

g. Provide connection to well water pumps with flushing vaults and associated piping specialties.

h. Provide and install underground pipeline from wells to throttling valve box near new treatment plant building.

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i. Provide power from the treatment plant to the well supply pumps.

j. Provide start/stop signal wiring from the treatment plant to the well supply pumps.

k. Provide commissioning of groundwater well supply pumps and pipelines.

l. Provide all associated demolition required for this item, including temporary power to the existing well pumps, representing only the demolition possible while existing treatment continues operating.

2. No separate measurement will be made.

3. Payment will be made at the contract Lump Sum price.

B. Contract Price Item No. 2 – New Water Treatment Building

1. This price item consists of furnishing all materials and labor for construction of the new water treatment building. All work shall be done per the design documents. Generally:

a. Excavate soils from the area of the small waste receiving pond (donut). Provide structural fill and base rock at existing donut area in preparation for new building construction.

b. Sawcut existing asphalt, demolish and remove remaining existing asphalt around the donut area and the existing pump building, dispose of existing asphalt off site.

c. Excavate to subgrade, compact subgrade, install structural fill and install gravel base rock as needed in areas around the donut.

d. Provide new asphalt concrete pavement surfacing around new building.

e. Provide concrete slab and footings for new building addition, packaged system pads, floor trenches, and backwash water supply tank and all associated piping and conduits under the building floor slab.

f. Provide and install new building with walk and rollup doors. Includes door stoops and aprons and protective bollards.

g. New building includes a mechanical ventilation system for chemical storage and building safety.

h. Provide and install unit heaters in the building.

i. Provide and install a new service water line and connections to the existing pump building piping and connected to the inlet connections to outlets within the new building.

j. Provide and install water level monitors in the inlet well pipes for the pipelines directing raw water to the treatment building.

k. Provide computer control for the new treatment building in the pump building similar to the touch screen control at the PWTS units.

l. Provide all associated work required for this item representing only the demolition possible while existing treatment continues operating.

C. Contract Price Item No. 3 – New Treatment System

1. This price item consists of furnishing all materials, equipment and labor for construction and startup of the new water treatment system(s). All work shall be done per the design documents. Generally:

a. Provide and install the Packaged Water Treatment System (PWTS) with service representation including mixer drives, blower equipment, instrumentation, backwash pump and computer control.

b. Provide and install elevated platform catwalk with stairs for packaged system access.

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c. Provide and install treatment chemical storage equipment and interconnecting double contained tubing.

d. Provide and install treatment backwash supply tank & pump.

e. Provide and install all treatment associated mechanical piping.

f. Provide and install the water service connections to safety equipment and interior hose bibs.

g. Provide and install all treatment associated electrical power and instrumentation & controls.

h. Provide water conditioning chemicals as specified for treatment system startup.

i. Provide new floats in existing finished water storage tank to control operation of the new well pumps.

j. Provide commissioning of treatment system including packaged water treatment system.

k. Provide all associated required fittings and connections for this item representing creation of a fully operational treatment system.

D. Contract OPTION A, Post-demolition

1. This price item consists of all work required for the post-demolition scope of work per the Site Demolition Plan. Generally:

a. Post-demolition is necessary for the removal of existing treatment system equipment including piping and electrical services and for the removal of existing treatment system enclosures.

b. Post-demolition includes: Removal of existing clarifier tank and dispose of debris.

Removal of existing filters along with filter fiberglass building and disposal of debris. Removal of existing piping. Removal of water vault. Removal of existing backwash tank.

c. Plug/cap existing abandoned pipelines and concrete slurry fill pipelines.

d. Demolition shall not include the plant intake equipment and pumps. The intake piping that delivers source water from the creek shall be preserved up to and including the valve and meter vault.

e. Demolition does not include the existing chemical storage/ injection shed.

f. Post-demolition represents demolition that is possible after decommissioning of the existing system is complete and startup and commissioning of the new treatment system is complete. All work shall be done per the design documents.

3. Payment will be made on a Lump Sum basis.

E. Contract OPTION B, Existing Building Modifications Except Generator Room

1. This price item consists of furnishing all materials and labor for the demolition and reconstruction of the existing water treatment control building, excluding the former generator room. All work shall be done per the design documents. Generally:

a. Extend concrete or provide steps as shown. Provide associated hand rails as shown.

b. Use asbestos abatement to remove selected areas of all interior Pump Room walls followed by repair and preparation for new replacement wall coverings.

c. Provide wood frame exterior walls with insulation and exterior siding for repairs.

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d. Remove windows and doors. Provide new exterior windows (qty 6). Provide new exterior doors (qty 5, 1 single and 2 double sets).

e. Provide demolition of partition wall between the chemical room and chlorination room and removal of the chlorine room vent with repair of the wall opening and insertion of connection for repositioned dehumidifier.

f. Provide drywall to frame interior walls in chem room after removal of wall tiles.

g. Provide new interior door (qty 1) to pump room.

h. Remove clearwell stairs and replace with stainless steel ladder. Remove and replace clearwell vent. Clearwell work requires qualified scuba entrance.

i. Remove ceramic tile floors and relevel floor surfaces before application of a new epoxy floor coat. All interior walls to receive new FRP coating with associated base cove trim and caulking of joints adjacent to fixtures.

j. Remove any piping and wall features no longer needed in all rooms and reattach any items still needed or to be reused in the building.

k. Provide new clearwell drain valve.

l. Provide unit heaters (qty 2) for the pump room and expanded chemical room.

Provide semi-permanent wall-mounted dehumidifier in the pump room with unit drain to existing floor drain.

m. Provide Pump Building exterior light, exit light, and LED strip lighting upgrade.

Provide chem room receptacle and wall switch upgrades.

n. Move existing eyewash station to new location in chemical room and re-connect to source water.

o. Provide new base cabinets and counter top in chemical room.

p. Partial demolition of existing MCC in pump room and installation of new breaker panel. Reconnect existing equipment or newly installed items through the new panel.

q. Remove and replace all floor drain inlets.

r. Provide and install new magnetic flowmeter in the main finished water transmission pipeline and provide necessary pipe modifications. Remove and replace chlorine analyzer. Provide new clearwell level indicator and readout.

s. Remove and replace pump access hatch in roof.

t. Provide all associated demolition required for this item representing only the demolition possible while existing finished water pumping continues operating.

F. Contract OPTION C, Existing Building Modifications for Generator Room

1. This price item consists of furnishing all materials and labor for the demolition and reconstruction of the existing water treatment control building former generator room.

All work shall be done per the design documents. Generally:

a. Remove all counters, sink and water heater from this room

b. Perform asbestos abatement and removal of all walls and ceiling in the former generator room.

c. Reconnect water heater in refurbished room and reconnect to the laboratory sink in the adjacent room.

d. Remove the set of exterior double doors and frame in, insulate, side the building and install a new window in its place.

e. Provide demolition of partition wall between the chemical and chlorination rooms common to the generator room.

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f. Remove and replace floor drain inlet.

g. Remove ceramic tile floors and relevel floor surfaces before application of a new epoxy floor coat.

h. Install new unit heater in room corner per plan location.

i. Repair and insulate room walls as needed and install new FRP panels on the walls and base cove as needed to match the rest of the structure.

j. Repair and seal the roof between beams to match other rooms in the building

k. Provide all associated demolition required for this item representing only the demolition possible while existing finished water pumping continues operating.

3. Payment will be made on a Lump Sum basis.

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PROJECT MANAGEMENT & COORDINATION

SECTION 01 31 00

A. This Section includes administrative provisions for coordinating construction operations on

Project including, but not limited to, the following:

1. Construction Coordination.

2. Coordination Drawings.

3. Requests for Information (RFIs).

4. Project meetings.

5. Environmental Coordination.

B. Related Requirements:

1. Section 01 32 16 “Construction Schedule” for preparing and submitting Contractor’s construction schedule.

2. Section 01 73 40 “Execution” for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 01 77 00 “Closeout Procedures” for coordinating closeout of the Contract.

1.2 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the

Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other Contractors to ensure maximum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required, notices, reports, and list of attendees at meetings.

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C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Pre-installation conferences.

7. Project closeout activities.

8. Commissioning activities.

1.3 SUBMITTALS

A. Division 01 documents: The following items shall be submitted a minimum of one (1) week prior to the Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference.

1. Letter designating Project Superintendent.

2. Construction Schedule.

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention Plan.

5. A list of Subcontractors for this project.

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses using SF1413.

7. Satisfactory certificate showing liability insurance coverage and worker’s compensation for the Contactor and all subcontractors.

8. Waste Management Plan.

9. Quality Control Plan.

10. Storm Water Pollution Prevention Plan.

11. Indoor Air Quality (IAQ) Management Plan.

12. Contractors Commissioning Plan for the Packaged Water Treatment System (PWTS).

B. All items listed must be provided to the Contracting Officer before the Pre-Construction

Conference is held. If all of these documents have not been received one week prior to the scheduled Pre-Construction Conference date, the conference will be cancelled, Notice to

Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.

1.4 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI.

1. CO will not respond to RFIs submitted by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner to avoid delays in the work.

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B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. RFI number, numbered sequentially.

2. Date.

3. RFI subject.

4. Specification Section number and title and related paragraphs, as appropriate.

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

7. Contractor's suggested resolution. If Contractor's suggested resolution impacts the

Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

8. Contractor's signature.

9. Requested date for response.

10. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. Contracting Officer’s Action: CO will review each RFI, determine action required, and respond. CO will determine the critical nature of each RFI and issue a response accordingly.

1. The following are not considered to be RFIs and will receive no action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of Architect's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

h. CO's action may include a request for additional information, in which case time for response will date from time of receipt of additional information.

i. CO's action on RFIs may result in the need for a change to the Contract Time or the

Contract Sum. All contract changes will be processed following the terms and conditions of the contract.

1.5 PROJECT WEB SITE (NOT USED)

1.6 PROJECT MEETINGS

A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange a meeting with Contractor. The meeting agenda will include the following as a minimum:

1. Roles & Responsibilities/ Lines of Authority.

2. Park rules and regulations.

3. Jobsite Safety.

4. Resolution of comments on required Division 01 documents.

5. Coordination of Subcontractors.

6. Labor law application.

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7. Modifications.

8. Payments to Contractor.

9. Payroll reports.

10. Contract time.

11. Contractor Performance Evaluation.

12. Display of required posters.

13. Notice to proceed.

14. Correspondence procedures.

15. Acceptance/rejection of work.

16. Progress meetings.

17. Submittal procedures.

18. NPS Final Accessibility Inspection.

19. Environmental requirements.

20. As-constructed drawings/operation and maintenance (O&M) manuals.

21. Saturday, Sunday, holiday and night work.

22. Reference materials.

23. Value engineering.

B. Progress Meetings: The Contracting Officer and/or Contracting Officer’s Representative will participate in weekly or biweekly meetings with the Contractor. Contractor will be required to manage progress meetings, including but not limited to the following: establish an agenda, take notes, produce minutes for NPS approval, and maintain a file of all documentation related to progress meetings.

1. Attendees: In addition to Government Representatives, each Contractor, Subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings.

All participants at the meeting shall be familiar with the Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. The meeting agenda will include the following:

a. Approval of minutes of previous meetings.

b. Submittal status.

c. Review of off-site fabrication and delivery schedules.

d. Requests for information (RFI) and other issues.

e. Modifications.

f. Work in progress and projected.

g. Inspections of work in progress and projected.

h. Construction Schedule update (provide updated CPM).

i. Status of…