B08_MACA_227188_-_Solit_Attach_01_-_Specifications.pdf

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Reconstruct Cave Trails Federal contract opportunity
Solicitation number
140P2019R0029
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Department of the Interior National Park Service National Office

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Solicitation Attachment 01 - Specifications

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MAMMOTH CAVE NATIONAL PARK

GRAND AVENUE

RECONSTRUCT UNSAFE CAVE TRAIL ALONG GRAND AVENUE

TOUR BETWEEN SNOWBALL & GRAND CENTRAL

MACA 227188

PROJECT SPECIFICATIONS

FINAL

CONSTRUCTION DOCUMENTS

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

MAY 2019

MACA 227188 TOC-1

TABLE OF CONTENTS

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 35 91 Historic Preservation Treatment Procedures 01 40 00 Quality Requirements

Contractor Quality Control (CQC) Daily Report 01 42 00 Reference Standards 01 50 00 Temporary Facilities and Controls 01 57 19.11 Indoor Air Quality Management 01 57 19.12 Noise & Acoustics Management 01 57 23 Temporary Storm Water Pollution Prevention 01 67 00 Product Requirements 01 73 40 Execution 01 74 19 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 81 13 Sustainable Design Requirements for Non-LEED Projects

DIVISION 02 – EXISTING CONDITIONS

02 41 16 Selective Demolition

DIVISION 03 - CONCRETE

03 30 53 Miscellaneous Cast-In-Place Concrete

DIVISION 05 - METALS

05 50 00 Metal Fabrications & Assemblies 05 52 13 Pipe and Tube Railings

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 63 Exterior Carpentry 06 60 00 Fiberglass Reinforced Polymer (FRP) Products

DIVISION 31 - EARTHWORK

31 20 00 Earth Moving

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 14 00 Unit Paving

APPENDICES

Appendix A Geophysical Exploration Report

MACA - 227188 01 11 00 - 1

091015 SUMMARY OF WORK

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Contractor use of site.

3. Public use of site.

4. Conduct of Operations.

5. Work Restrictions.

6. Special Construction Requirements.

7. Geophysical Exploration Report

8. Use of power equipment inside the cave

9. Field verification

10. Construction materials

11. Salvaged materials

12. Contractor’s employee badges and vehicle identification

13. Cave access keys.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: The project is located along Grand Avenue Tour between Snowball Dining Room and Grand Central Station. Access to the project site is through the elevator near Snowball Dining

Room or through the Frozen Niagara Entrance. The New Entrance is designated as pedestrian entrance only; transporting construction material through the New Entrance is prohibited.

Carmichael Entrance can be used for personnel or material transport with approval of the Contracting

Officer (CO)

B. The Work consists of reconstructing unsafe portions of the cave tour trail along the Grand Avenue

Tour between Snowball Dining Room and Grand Central Station. Snowball Dining Room and Grand

Central Station are included within the project.

1. The existing trails will be reconstructed using concrete paving, concrete pavers, or other suitable/sustainable materials as noted in the site plans. The project includes removal of dust and surface dirt from the existing trail surfaces, installation/replacement of steps, elevated walkways, and installation of handrails/guardrails.

C. A ten-hour pre-bid site meeting shall be facilitated by the government. The meeting will start in the

Mammoth Cave National Park Training Center and will include a walk-through of the cave trail project area. Additional site visits (if necessary) can be scheduled between contractor and Park.

D. Weight limit on the elevator is 3,000 pounds.

MACA - 227188 01 11 00 - 2

1.3 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to areas within the Contract limits indicated on the site plans. Limits of Construction are to be edge of existing cave trails for this section. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Tour Routes through Snowball Dining Room and Grand Central Station will remain open and in use for tours certain time of the year. See Sheet G6 for additional information.

Contractor shall maintain access throughout the site for National Park Service administrative and other official business throughout the construction phase. Contractor shall implement all measures necessary to minimize disruption to tours in other parts of the cave and in particular to the tours accessing the cave through the same entrance used by the Contractor's personnel.

2. The Contractor will be expected to observe all of the requirements of Mammoth Cave

National Park regarding construction in the cave. Included among these requirements are no tobacco use of any form; removal of demolition materials on a daily basis; protection of the cave features, control of dust and noise, and White Nose Syndrome protocols.

3. Smoking within buildings, temporary storage sheds or within the cave or within 200 feet of cave entrances is strictly prohibited. E-cigarettes/vaping is also prohibited. Any

Contractor employees that are caught smoking on the project in these areas will be promptly removed from the cave and will be banned from working on the project. All other uses of tobacco are prohibited

4. There are sensitive natural and cultural features in the cave. The Contractor's employees will only be permitted to be off the cave trails where it is necessary to carry out the work of this project. Removing or damaging any natural and/or cultural feature of the cave is a violation of Federal Law and those caught doing so will be prosecuted to the full extent of the law. The terms removing or damaging are inclusive of writing, marking, adding graffiti, or otherwise defacing cave features. Reference Federal Regulation 36 CFR 7.36 for specific language regarding "off trail" restrictions. It is unlawful to disturb or kill cave life including bats and crickets.

5. Only Contractor employees specifically working on the job during normal Contractor working hours will be permitted in the cave. Neither Contractor nor Contractor's employees shall be allowed to bring along family members or friends to the jobsite.

6. Contractor employees will be permitted to carry in sack lunches provided that there is no cooking or warming equipment used, and that all wrappers, trash and leftovers are carried out on the same day as such is brought in.

7. Contractor will be allowed to concurrently use multiple work crews within the project work limits during the work periods defined above.

B. Storage of Materials: Confine storage of materials to those locations designated and/or approved by the CO. Do not store materials in the passageway within the cave without approval from the CO, unless otherwise noted on the site plans. Above ground storage areas are shown on Sheets G3 & G4.

Primary staging area will be located at the Snowball Room. Secondary Storage Areas along the trail are identified on Sheets C2.01 to C2.39.

MACA - 227188 01 11 00 - 3

C. Preservation of Natural Features: Confine all operations to work limits of the project. Prevent damage to natural surroundings. Contractor will be responsible for the costs of repair work to any cave walls and features damaged as a result of his operations.

1. Protect cave walls and other features during the movement of materials through the cave passageways. Use padded blankets, plywood, or other suitable material as necessary to protect the cave walls. Defacing a national monument, including writing a name on the cave wall is a felony offense.

2. Contractor shall take extra caution not to harm cave animals, particularly bats, cave crickets and cave spiders. Some bats are listed endangered species and all animals on park are protected.

3. Provide temporary barriers to prevent unauthorized personnel from construction area. See

Section 015000 for further requirements.

4. Do not drill into or set bolts or other anchoring devices in cave walls and ceilings.

5. Do not fasten ropes, cables, or other supports to cave walls or features.

6. Carefully supervise work near cave features to prevent damage.

7. Protect surrounding cave features and adjacent passageways from dust created by the construction process. Contractor shall construct a dust enclosure where digging, cutting and/or other dust generating activities are occurring. A filter system will be required to ensure dust does not contaminate the cave. Enclose the immediate construction areas with plastic barriers to prevent the migration of dust and debris into the adjoining cave passages.

Construct containment enclosures and use sheeting as necessary to protect walls and cave floor and ceiling. Attaching dust mitigation enclosure to the cave walls or ceilings is prohibited. Prior to construction of containment enclosures, contractor shall submit containment plan for approval by the Contracting Officer.

8. All waste materials, including metal shavings and dust, from drilling, sawing etc. must be collected and properly disposed of outside the Park.

9. Implement methods for minimization of dust from construction activities such as rock excavation; drilling dowels and rock anchors; and concrete mixing. Dust control methods used shall be at the discretion of the Contractor and may include collection and filtration;

vacuuming; and misting. The Contracting Officer may stop work on the Project until satisfactory dust minimization measures have been implemented.

D. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to

Government, Government's employees, 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.

3. Contractor shall take extra care to not damage existing asphalt at the elevator and Frozen

Niagara Entrance during construction. Contractor shall be responsible repair the damaged areas at no additional time or cost to the government.

MACA - 227188 01 11 00 - 4

E. Construction Camp: Establishment of a camp within the park will not be permitted.

F. 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.

G. Air Lock System: If contractor chooses to remove the double doors at the elevator or the revolving doors at the Frozen Niagara Entrance during construction, an Air Lock System shall be designed and submitted to the Contracting Officer for approval prior to removing the doors.

1.4 PUBLIC USE OF SITE

A. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public.

1.5 CONDUCT OF OPERATIONS

A. At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer. Submit requests 48 hours in advance of the work to the

Contracting Officer for approval.

C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

1.6 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of

7 a.m. to 6 p.m., Monday through Friday, except when otherwise indicated.

1. Weekend Hours: Work during weekend will be considered on a case by case basis and must be approved by the CO in writing.

2. Early Morning Hours: Work during early morning hours will be considered on a case by case basis and must be approved by the CO in writing.

3. Overnight Hours: Work during overnight hours will be considered on a case by case basis and must be approved by the CO in writing. Overnight work is to be coordinated with the

CO and Archeologist and will only be allowed if the archeologist is available to be present or no ground disturbing work will be performed. Requirements for the Archeologist is shown on the demolition sheets (C1.01 to C1.15) and Finish Material Plan sheet (C2.01 to

C2.39).

MACA - 227188 01 11 00 - 5

4. Work during Federal Holidays and/or day the park is closed due to inclement weather will not be allowed unless approved by CO in writing.

5. If the Park Roads are closed due to inclement weather, the contractor will not be able to work. Updates on Road Closures shall be coordinated with the Park staff.

A. Time Constraints due to Public Tours

1. See Sheet G6 – Contractor Access for additional information.

2. Mammoth Cave will limit publication of cave tour schedules, for the non-summer, fall break, and spring break periods to 2 months ahead of schedule. The Contractor shall provide schedule information to support this schedule and then stick to the schedule provided.

B. Tobacco Products

1. No tobacco products will be allowed within the construction zone and/or in the cave. Any member of the contractor's staff caught using any tobacco products (including E cigarettes) will be immediately removed from the site. It is up to the contractor to ensure compliance with this requirement.

2. Tobacco products must be properly disposed of when used outside of the construction zone.

Disposing of cigarette butts on the ground and/or spitting chewing tobacco onto the ground will be considered littering. The offending person will be ticketed by law enforcement and removed from the site.

C. Restrooms at Washington Hall and Mount McKinley

1. Contractor’s crew will be allowed to use existing restrooms within the cave at the

Washington Hall as well as Mount McKinley. Contractor shall be responsible for cleaning the restrooms as needed during the course of the project. If convenience bags or pee bottles are used, contractor is required to dispose of them outside the cave at end of each day or other arrangements agreed to by park CO. Littering within the cave is prohibited.

D. All food, food containers, bags, plastic bottles, napkins, etc. must be removed at the end of each day.

Sunflower seeds or shells, peanuts, orange peels, apple cores, etc. shall not be discarded in the cave.

E. Friends and family are not allowed on the job site -- above or below ground. Only those people working on this project will be allowed within the limits of construction.

F. When working in the cave, the contractor will limit his activities to those areas authorized by the

Contracting Officer. Wandering/exploring beyond limits authorized by the Contracting officer are prohibited and constitutes grounds for removal from this project.

G. In various areas, digging or any other activity that results in ground disturbance is not allowed without the approval of the on-site Archeologist. These areas are identified on the demolition sheets

(C1.01 to C1.15) and Finish Material Plan sheet (C2.01 to C2.39).

H. Existing Utilities

MACA - 227188 01 11 00 - 6

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 any power, lighting, fiber optic cable, and telephone system potentially impacted by the work of this Contract.

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 in accordance with the Changes clause of the contract.

I. 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 two days in advance of proposed utility interruptions.

2. Utility interruption shall not last more than 2-hours.

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

J. Contractor will clean boots upon leaving the cave for the day. All employees will sign form assuring conforming with requirement to clean boots after being in the cave, prior to entering another cave or mine. All equipment must be decontaminated upon leaving park per national WNS decontamination standards (https://s3.amazonaws.com/org.whitenosesyndrome.assets/prod/7a93cc80-b785-11e8-

87bb-317452edc988-National_WNS_Decon_UPDATE_09132018.pdf)

1.7 SPECIAL CONSTRUCTION REQUIREMENTS

A. Project Website: A project website administered by the NPS will be used for purposes of managing communication and documents during the construction stage.

1. See Section 01 31 00 “Project Management and Coordination” for requirements on using the Project Website.

1.8 GEOPHYSICAL EXPLORATION REPORT

A. A geophysical exploration report entitled Geophysical Exploration Report, dated July 20, 2018 has been prepared by Terracon Consultants, Inc.

1. A copy of the report is available to all plan holders with this package.

2. If conflicts occur between the report and drawings or specifications, the drawings and specifications govern.

1.9 WEIGHT LIMITATIONS ON EXISTING CONCRETE PAVING

A. There are segments of trails covered with concrete pavement. The following restrictions apply to the delivery of materials across these surfaces:

1. Hand-pulled carts with a total weight over 500 pounds, and/or a cart with tires less than

3-inches wide, will require the installation and removal of the plywood covering. The

MACA - 227188 01 11 00 - 7

plywood covering must be installed in a way not to pose a hazard or tripping hazard to employees or visitors.

2. Contractor will be responsible for the replacement of any existing concrete damaged by the construction activities

3. Exceptions to these limitations are subject to the approval of the Contracting Officer.

1.11 USE OF POWER EQUIPMENT INSIDE THE CAVE

A. The use of all equipment inside the cave is subject to the approval of the Contracting Officer. Spe-cific restrictions are as follows:

1. No internal combustion powered equipment is allowed.

2. Propane equipment is allowed subject to the Contracting Officer's approval.

3. Electric powered equipment is allowed.

4. Welding is discouraged inside the cave. However, it may be approved by the Contracting

Officer with a 7-day advance notice in situations where no reasonable alternative exists.

See Specification Section 055000 - METAL FABRICATION & ASSEMBILES for welding requirements.

5. All waste materials, including metal shavings and dust, from drilling, sawing, etc. must be collected and properly disposed of outside the Park. Construct containment enclosures and use sheeting as necessary to protect walls and cave floor. Prior to construction of containment enclosures, Contractor shall submit Containment Plan for approval by Con-tracting Officer.

1.12 FIELD VERIFICATION

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

B. Existing cave features and confined passageways limit the size of structural members that can be delivered to the project site. The maximum length of each member(s) that can be transported throughout the cave shall be field verified by the contractor. Contractor shall verify the access route dimensions and ensure that the trail components are manufactured to dimensions that will fit through the passageways.

C. Contractor shall verify the elevator dimensions prior to beginning construction or ordering materi-als.

1.13 CONSTRUCTION MATERIALS

A. All materials shall be of new material and be Contractor-furnished.

1.14 SALVAGED MATERIALS

MACA - 227188 01 11 00 - 8

A. All structural steel and other materials removed as part of this contract will become property of the

Contractor and shall be removed from the Park unless otherwise noted on the site plans. SS handrail to be removed at Gist’s Dome (see Sheet C1.09) is to be provided to Park.

1.15 CONTRACTOR’S EMPLOYEE BADGES AND VEHICLE IDENTIFICATION:

A. Badges and Vehicle Identification requirements are as follows:

1. Contractor shall provide identification cards for all employees working on-site. These cards must be visible at all times for all employees working at Mammoth Cave.

2. All vehicles owned by the Contractor or his employees that will be used to support this

Contract must have a Mammoth Cave National Park Vehicle Identification Tag. Contrac-tor shall provide vehicle identification tags for his employees. Vehicles shall not be used on-site without this identification tag.

1.16 CAVE ACCESS KEYS

A. Special emphasis is placed on key control. Contractor will be provided with a maximum of four keys.

All keys will be issued to the Contractor, not to individual Contractor employees. If a key is lost by a Contractor's employee, all locks affected will be re-keyed and ALL keys will be revised/reissued.

This is a very expensive process and the Contractor will be held financially liable for re-keying and reissue at a cost of $400 per key. The Contractor is responsible to ensure all keys are returned at the end of the project.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

MACA - 227188 01 26 01 - 1

031414 CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

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. Project Manager, Assistant Project Manager

2. Superintendent, Assistant Superintendent

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

4. Engineers

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

MACA - 227188 01 26 01 - 2

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 for calculating General Requirements:

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 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.

MACA - 227188 01 26 01 - 3

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

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 Gov’t 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

MACA - 227188 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 $500 or less. Costs shown in excess of $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.

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4. The estimated equipment rates shall include the operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires & tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per FAR 31.105(d)(2)), 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 ½ of the equipment costs minus any operating costs, major repair and overhaul 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. Negotiated rates shall not exceed the following percentages for 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 25%. The NPS will not be responsible for allocation of percentages between contractor and subcontractors at any tier.

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.

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PART 2 - PRODUCTS

PART 3 - EXECUTION

END OF SECTION 012601

MACA - 227188 01 27 00 - 1

082714 DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 SUMMARY

A. The intent of this section is to explain, in general, what is and what is not included in a contract 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.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item No. 1 (Base Bid No. 1) Mobilization & Demobilization

1. This item consists of all labor and materials required for mobilization and demobilization of equipment and materials to the site and to the Snowball Room and/or Grand Central Station within the cave for all Base Bid items. Work in this line item also include final cleaning of concrete from the elevator to and including the Snowball Room after completion of construction.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

B. Contract Line Item No. 2 (Base Bid No. 2) Section 2 – Station 0+00 To Station 20+22

1. This item consists of all labor and materials required for improvements to the trail from Station 0+00 to Station 20+22 per the drawings and specifications. This line item includes the cost to mobilize the material from the Snowball Room to the work area.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

C. Contract Line Item No. 3 (Base Bid No. 3) Section 3 – Station 20+22 To Station 65+38

1. This item consists of all labor and materials required for improvements to the trail from Station 20+22 to Station 65+38 per the drawings and specifications. This line item includes the cost to mobilize the material from the Snowball Room to the work area.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

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D. Contract Line Item No. 4 (Base Bid No. 4) Section 4 – Station 65+38 To Station 76+56

1. This item consists of all labor and materials required for improvements to the trail from Station 65+38 to Station 76+56 per the drawings and specifications. This line item includes the cost to mobilize the material from the Snowball Room and/or Grand Central Station to the work area. Work included in Bid Option No. 1 is excluded from this line item.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

E. Contract Line Item No. 5 (Base Bid No. 5) Section 5 – Station 76+56 To Station 83+96

1. This item consists of all labor and materials required for improvements to the trail from Station 76+56 to Station 83+96 per the drawings and specifications. This line item includes the cost to mobilize the material from the Snowball Room and/or Grand Central Station to the work area.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

F. Contract Line Item No. 6 (Base Bid No. 6) Section 6 – Station 83+96 To Station 94+20

1. This item consists of all labor and materials required for improvements to the trail from Station 83+96 to Station 94+20 per the drawings and specifications. This line item includes the cost to mobilize the material from the Snowball Room and/or Grand Central Station to the work area.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

G. Contract Line Item No. 7 (Base Bid No. 7) Section 7 – Station 94+20 To Station 105+12.57

1. This item consists of all labor and materials required for improvements to the trail from Station 94+20 to Station 105+12.57 per the drawings and specifications. This line item includes the cost to mobilize the material from the Snowball Room and/or Grand Central Station to the work area. Work included within Bid Option No. 2 is to be excluded from this line item.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

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H. Contract Line Item No. 8 (Base Bid No. 8) Replace Benches at Mount McKinley Restrooms

1. This item consists of all labor and materials required for demolition of existing benches and replacing with new benches per the drawings and specifications. This line item includes the cost to mobilize the material from the Snowball Room and/or Grand Central Station to the work area. All cost related to this work is to be excluded from Contract Line Item No. 4.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

I. Contract Line Item No. 9 (Bid Option No. 1) Resource Protection Panel System from Station 102+39 to Station 102+98

1. This item consists of all labor and materials required for demolition of existing chain link fence and installation of Resource Protection Panel System per the drawings and specifications. This line item includes all costs to mobilize the materials to the work area.

All cost related to this work is to be excluded from Contract Line Item No. 7.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

J. Contract Line Item No. 10 (Bid Option No. 2) Section 8 – Grand Central Station

1. This item consists of all labor and materials required for improvements to the Grand Central Station per the drawings and specifications. This line item includes all costs to mobilize the materials to the work area.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

K. Contract Line Item No. 11 (Bid Option No. 3) – Washington Hall

1. This item consists of all labor and materials required for improvements to the Washington Hall per the drawings and specifications. This line item includes all costs to mobilize the materials to the work area.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

END OF SECTION 01 27 00

MACA - 227188 01 31 00 - 1

091015 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Definitions

2. Construction Coordination.

3. Submittals

4. Coordination Drawings.

5. Requests for Information (RFIs).

6. NPS/DSC SharePoint Project Website.

7. Project meetings.

8. Environmental Coordination.

9. Permits

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. Permit requirements.

7. Pre-installation conferences.

8. Project closeout activities.

9. Commissioning activities.

1.3 SUBMITTALS

A. Division 01 documents: The following items shall be submitted a minimum of one 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.

7. Satisfactory evidence of liability insurance coverage and workman’s compensation for the

Contactor and all subcontractors.

8. Waste Management Plan.

9. Quality Control Plan.

10. Temporary Storm Water Pollution Prevention Plan (SWPP or UPPP).

11. Indoor Air Quality (IAQ) Management Plan.

12. Contractors Commissioning Plan.

13. Cave Protection Plan including:

a. Historical Preservation Treatment Plan

b. Cave protection during demolition, transport, construction, and storage

c. Planning for the staging areas as well as the trails

d. Protection of cave animals during construction (mostly not intentionally harming them)

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.

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C. White Nose Syndrome training certification. The contractor shall submit written certification that each employee working in the cave has received training in White Nose Syndrome (WNS) prior to beginning construction.

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 utilizing the form created on the NPS/DSC SharePoint Project website.

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.

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. RFI Form: Complete the RFI Form on the NPS/DSC SharePoint website as follows:

1. Enter the general information at the top of the form.

2. Under the “Action” section at the bottom of the form, select “Question” then select “CMR” in the drop-down of the “Send to” box.

3. Enter the details of the question and attach related documents.

4. Select “Submit Form” at the bottom of the page.

D. 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.

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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.

2. 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.

3. 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

A. Use the NPS/DSC SharePoint Project website for communication throughout the contract period.

The NPS/DSC SharePoint Project website will be used for the following functions:

1. Project directory.

2. Project correspondence.

3. Meeting agendas and minutes.

4. Contract modifications forms and logs.

5. RFI form and processing.

6. Task and issue management.

7. Photo documentation.

8. Baseline schedule, schedule updates and calendar management.

9. Submittal form and processing.

10. Payment coordination documentation.

11. Drawing and specification document hosting, viewing, and updating.

12. Online document collaboration.

13. Reminder and tracking functions.

14. Archiving functions.

15. Notification of submittal and RFI statuses and current responsible party.

16. Permits and addendums

B. Some documents however are not suitable to be shared using the NPS/DSC SharePoint Project website. Documents containing Personal Identifying Information (PII) (i.e. certified payrolls) shall not be shared using the NPS/DSC SharePoint Project website and shall be coordinated with the SharePoint Project team as appropriate.

C. Submit to the CO a list of all employees who will need access to the website. The users will receive an invitation to register from the Department of Interior (DOI). Once the user is registered on the DOI website, they will be given access to the NPS/DSC SharePoint Project website. For login procedures and other SharePoint information, refer to the Workflows website at http://www.nps.gov/dscw/precon_spproj.htm.

D. All users will be required to have the…

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