Amd_2_Atch_1_-_Statement_of_Work_7_29_25_0002.pdf
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- Attached to
- LAKE ABVC FIBER OPTIC CABLE PLACEMENT Federal contract opportunity
- Solicitation number
- 140P8125B0015
About this file
This document is a comprehensive specification package for a fiber optic cable infrastructure project at Lake Mead National Recreation Area in Boulder City, Nevada. The project involves installing approximately 605 feet of directional bore conduit and fiber optic cable connecting the NDOT right-of-way vault along US Highway 93 to the Alan Bible Visitor Center and the NPS Hill Top complex. Specific requirements include installing two separate 12-fiber Single Mode Fiber Optic Cable runs, performing access verification through existing conduits, conducting Tier 2 testing per TIA-568.3-D standards, and creating as-built documentation.
The project will be executed in three phases: (1) Mobilization (installing traffic safety controls, construction fencing, vehicle tracking pads), (2) Construction (directional boring, cable conduit installation, fiber cable placement, splicing, and termination), and (3) Demobilization (removing staging materials, site remediation). The work involves coordinating with Nevada Department of Transportation (NDOT) and will require careful management of utility locates, erosion controls, and environmental protections. The contract will be a single prime contract, with specific line items for permit acquisition, mobilization, cable placement, and site remediation.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P8125B0015_Amd_0003.pdf | ||
| Amd_2_Atch_2_-_Duct_Product_Example_0002.pdf | ||
| Sol_140P8125B0015_Amd_0002.pdf | ||
| B09_Amd_1_Atch_1_-_Site_Visit_Sign_In_Sheet_0001.pdf | ||
| Sol_140P8125B0015_Amd_0001.pdf | ||
| B08_Atch_5_-_Limitation_on_Subcontracting_Report_Template.xlsx | XLSX spreadsheet | |
| B08_Atch_1_-_Specifications.pdf | ||
| B08_Atch_6_-_Construction_Contraction_Administration.pdf | ||
| Sol_140P8125B0015.pdf | ||
| B08_Atch_4_-_Wage_Determination__-_Clark_County__NV.pdf | ||
| B08_Atch_3_-_Photos.pdf | ||
| B08_Atch_2_-_Drawings.pdf |
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Text version
PMIS: 330636
National Park Service Interior Region 8
Project Manual ABVC Fiber Optic Cable Infrastructure
Lake Mead National Recreation Area
601 Nevada Way Boulder City, Nevada 89005
7/29/2025
SECTION
00 01 10
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 32 16 - CONSTRUCTION SCHEDULE
01 32 33 - PHOTO 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 - REFERENCE STANDARDS
01 50 00 - TEMPORARY FACILITIES AND CONTROLS
01 57 19.12 - NOISE AND ACCOUSTICS 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 78 23 - OPERATION AND MAINTENANCE DATA
01 81 13 - SUSTAINABLE DESIGN REQUIREMENTS FOR NON-LEED™ PROJECTS
DIVISION 27 — COMMUNICATIONS
27 05 43 - COMMUNICATIONS - EXTERIOR UNDERGROUND
DIVISION 31 — EARTHWORK
31 22 00 - SITE GRADING
31 23 00 - EARTHWORK
31 23 17 - ROCK EXCAVATION
31 23 33 - TRENCHING, BACKFILLING, AND COMPACTING FOR UTILITIES
31 25 00 - SOIL EROSION AND SEDIMENT CONTROL
DIVISION 32 — EXTERIOR IMPROVEMENTS
32 15 40 - CRUSHED STONE SURFACING
32 92 00 - SEEDING, SODDING AND LANDSCAPING
DIVISION 33 — UTILITIES
33 05 07 - HORIZONTAL DIRECTIONAL DRILLING
DIVISION 01 — GENERAL REQUIREMENTS
NPS DSC Division 1 Specifications
National Park Service (NPS) - Denver Service Center (DSC) | 11-27-23
By using NPS DSC Division 1 Specifications, you acknowledge you read, understand, and will format edits according to NPS DSC Division 1 Specifications Instructions.
SECTION 01 11 00 - SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes the following:
1. Work Covered by Contract Documents
2. Work Phases
3. Work Under Other Contracts
4. Construction Contractor Use of Site
5. Public Use of Site
6. Conduct of Operations
7. Work Restrictions
8. Soils Investigation Report
9. Additional Reports
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Location: Alan Bible Visitor Center, Lake Mead National Recreation Area, Boulder City, NV. The project area is the vicinity around the Visitor Center to include the US Hwy 93 directly in front of the Visitor Center.
B. The Work consists of:
1. The installation of a directional bore and cable conduit between an existing hand vault in the NDOT right of way of US Hwy 93 and an existing pull box on the north side of the Alan Bible Visitor Center that connects conduit entry into the building’s mechanical room. The Work will require multiple bore pits, approximately 600 feet of directional bore and conduit, and the installation of a new pull-box. The conduit will house fiber optic cable that connects at the NDOT vault and in the building’s mechanical room.
2. Access verification
a. Access verification through the existing conduit running between the identified
Telecom Pull Box as depicted on the Overall Site Plan 01-C101 of the construction drawings. Access verification is to verify adequate space is available to install a 12fiber Fiber Optic Cable in the conduit from the Telecom Pull Box to the Alan Bible Visitors Center. If adequate space is not available notify the Contracting Officers Representative (COR) and the Contracting Officer immediately.
b. Access verification from the telephone pole located on the Southeast side of the Colorado Street and Great Basin Highway to the Safety-First buildings IT Server Room. Access verification is to verify adequate space is available to install a 12fiber Fiber Optic Cable in the conduit from the referenced telephone pole to the IT Server Room. If adequate space is not available notify the Contracting Officers Representative (COR) and the Contracting Officer immediately.
3. Provide and install a 12fiber Single Mode Fiber Optic Cable from the NDOT Fiber Vault to the Alan Bible Visitors Center. All 12 of the strands are to be spliced into the NDOT identified dark fiber within the NDOT Fiber Vault. At the Alan Bible Visitors Center all 12 fibers are to be terminated.
4. Provide and install a 12fiber Single Mode Fiber Optic Cable from the Safety-First Building IT Server Room to the NDOT fiber vault at the intersection of Great Basin Highway and Colorado Street, approximately 680ft. All 12 strands of the new fiber cable are to be spliced with the strands of identified dark fiber within the Fiber Vault.
All 12 strands of fiber optic cable are to be terminated in the Safety-First buildings IT Server Room.
a. In addition to the placement of the fiber optic cable a single 4in conduit will be required from the base of the telephone pole and ran to the south for entry into the NDOT Fiber vault located at the intersection of Colorado Street and Great Basin Highway, this conduit run is approximately 60ft in length. Placement will require trenching within the Boulder City Street right of way area, any required Right of Way permit for excavation is the responsibility of the contractor.
5. Fiber Optic Cable Testing: Upon completion of the cable installation and termination the contractor shall conduct Tier 2 testing in accordance with TIA-568.3-D and the cable manufacturers recommendations. A test results report shall be provided to the COR upon completion.
6. Provide As-Built drawing depicting both the fiber strands that are terminated and the ones that were spliced into the dark fiber from the IT Server Room at the Safety- First Building to the Alan Bible Visitors Centers termination point.
C. Project will be constructed under a single prime contract.
1.3 WORK PHASES
A. The Work shall be conducted in three phases in the following order, with each phase substantially complete before beginning next phase:
1. Phase One - Mobilization: Installation of traffic safety and erosion controls.
Installation of construction fencing. Installation of vehicle tracking pads. Work of this phase shall be substantially complete and ready for occupancy within 7 days after commencement of construction of this phase.
2. Phase Two- Construction: Installation of the directional bore and new pull box.
Installation of cable conduit and pull tape within bore. Connection of cable conduit to existing NDOT vault and existing NPS pull box. Installation of the 12fiber Fiber Optic Cable including splicing, termination and testing.
3. Phase Three – Demobilization: Removal of vehicle tracking pads. Removal of construction fencing. Removal of traffic safety and erosion controls. Ground leveling and revegetation if required.
1.4 CONSTRUCTION CONTRACTOR USE OF SITE
A. General: Construction Contractor shall have limited use of site for construction operations. Limit use of premises to areas within the Construction Limits indicated on drawings. Do not disturb portions of Project site beyond areas in which the Work is indicated.
1. Limits: Confine constructions operations to Hwy 93: The bore pits and tracking vehicle pad area indicated by silt fencing and temporary concrete barriers on drawings. Alan Bible Visitor Center: The area bounded by construction fencing as indicated on drawings.
B. Storage of Materials: Alan Bible Visitor Center parking lot indicated as the construction staging area on drawings.
C. Parking: Confine parking to the portion of the Alan Bible Visitor Center parking lot indicated as the construction staging area on drawings.
D. Stockpiling: Confine stockpiling to the portion of the Alan Bible Visitor Center parking lot indicated as the construction staging area on drawings.
E. 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 (CO) 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.
F. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government employees, and emergency vehicles at all times. Do not use for parking or storage of materials. The driveway to the rear of the Alan Bible Visitor Center will be blocked with construction fencing as a safety measure for construction activities near the rear of the facility, as indicated on drawings.
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 park will not be permitted.
H. Hauling Restrictions: Comply with legal load restrictions in hauling of materials. Load restrictions on park roads are identical to 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 Construction Contractor of liability for damage which may result from moving of equipment.
1.5 PUBLIC USE OF SITE
A. The Alan Bible Visitor Center Walking Trail will be closed to the public during construction.
B. Construction Contractor shall conduct his operations to ensure the least inconvenience to public.
Alan Bible Visitor Center Maintenance Access Road closures may be permitted, when required, upon specific approval of Contracting Officer for a maximum of one week.
1.6 CONDUCT OF OPERATIONS
A. Construction Contractor shall conduct his operations in conformance with rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by Park Superintendent.
B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed unless stated in the Work Restrictions below or without prior consent from the Contracting Officer. Submit requests 2 business 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.
1.7 WORK RESTRICTIONS
A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7 a.m. to 5 p.m., Monday through Friday, except when otherwise indicated.
1. Early Morning Hours: Construction start can be approved for NET 4:00 am to reduce activity in high temperatures, (typically a potential between June and September). Contact the Contracting Officer Representative for approval.
2. Refer to NDOT permit requirements as applicable.
B. Existing Utilities
1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.
2. Construction Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.
3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made 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 two business days in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without Contracting Officer’s written permission.
D. Nonsmoking Building/Tobacco Use/Vaping: Smoking is not permitted within building or within 25 feet of entrances, operable windows, or outdoor air intakes.
1.8 SOILS INVESTIGATION REPORT
A. A soils investigation was not performed as part of the design process for this project. Contractor is responsible for validating site conditions prior to construction. This investigation does not necessarily require a geotechnical boring exercise or analysis. A previous geotechnical analysis or investigation is not known to exist within the construction area.
1.9 ADDITIONAL REPORTS
A. None.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 11 00
National Park Service (NPS) - Denver Service Center (DSC) | 1-27-21
By using NPS DSC Division 1 Specifications, you acknowledge you read, understand, and will format edits according to NPS DSC Division 1 Specifications Instructions.
LAKE 284691
SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES
PART 4 - GENERAL
4.1 SUMMARY
A. Section consists of administrative and procedural requirements for contract modifications.
4.2 DEFINITIONS AND ALLOWANCES
A. Home Office Overhead: 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 https://www.nps.gov/dscw/publicforms.htm#div1
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 preparation of modifications will not be allowed. 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 (PM), 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)
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: 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 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: The hourly rate paid directly to the worker
b. Labor Burden: Employer payments of all applicable burdens; includes insurance and taxes 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) Federal Unemployment Tax Act (FUTA) - Cap Rate and percentage to be proportionally allocated over one year.
5) State Unemployment Tax Act (SUTA) - Cap Rate and percentage to be proportionally allocated over one year.
6) Union agreement costs - Other costs required under an enforceable collective bargaining agreement.
c. Fringe Benefits: Various non-wage compensations provided to employees such as:
1) Health Care Insurance Premiums
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 Contractor from claims resulting from bodily injury or property damage to a third party. Include as a separate line item within all modification proposals and provide a current insurance quote upon request.
http://en.wikipedia.org/wiki/Employee
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 the Contractor will pay the labor and material costs incurred. Banks and Insurance companies charge a premium for individual project based on a sliding scale related to the size of the project.
Include as a separate line item in modification proposals and provide current company bonding rates upon request.
H. Builder’s Risk Insurance: Covers the contractor’s loss due to fire, high winds, or other natural forces. Not reimbursed by the National Park Service (NPS) and shall not be included in modification proposals.
4.3 MODIFICATION PROPOSAL PRICING REQUIREMENTS
A. General:
1. Proposal be received in the format and within the time frame specified in the Request for Proposal (RFP) letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.
2. Proposal shall 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 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’s form.
3. Requests for extensions of contract time as a result of change must be justified with a Time Impact Analysis (TIA). Refer to Section 01 32 16 "Construction Schedule", for time impact analysis requirements. TIA and associated costs shall 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 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 (CO) upon request.
5. Contractor shall review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to 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 cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing hours required for each craft directly engaged in modification work. Any work proposed requiring overtime work or premium pay shall be itemized separately. Rates shall be in accordance with the Davis-Bacon Act as incorporated herein. Labor Burden may include payroll taxes, Social Security, unemployment insurances, workers 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#CP___PAGEID=396735| compensation insurance, Federal Insurance Contributions Act (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. Labor cost for foremen shall only be costs for related work required for the modification.
C. Materials:
1. Estimated cost for materials shall include quotes from multiple sources. Material prices shall include 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 NPS.
D. Equipment:
1. Equipment used for the project must be appropriately sized for 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 shall be broken out separately.
3. Regardless of ownership, rates to be used in determining equipment rental costs shall be the lowest cost from one of the following sources:
a. United States (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.
4. Estimated equipment rates shall include operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires and tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per Federal Acquisition Regulation (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 full rate for equipment only for duration that equipment will be utilized to accomplish work of the modification.
6. Standby unit rates used in accordance with paragraph 1.3, D, 2, above. If the U.S. Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then 1/2 of 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, established standby rate shall apply from the first day of the delay.
8. Equipment not used and on job site for up to five consecutive days may be classified at standby rates, provided the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work.
Equipment 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, partnership may only receive home office overhead and profit in same amount as an individual Contractor (refer to paragraph 1.3,E,1 above). It is the responsibility of the partners to decide on division of revenue.
4. Combined Increases and Decreases: On proposals involving both increases and decreases in the Contract Price, overhead and profit mark-ups are required on 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 5 - PRODUCTS
PART 6 - EXECUTION
END OF SECTION 01 26 01
National Park Service (NPS) - Denver Service Center (DSC) | 1-27-21
By using NPS DSC Division 1 Specifications, you acknowledge you read, understand, and will format edits according to NPS DSC Division 1 Specifications Instructions.
The Contract Line Items in this Specification Section and in the Contract Price Schedule should match exactly.
LAKE 284691
SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS
PART 7 - GENERAL
7.1 SUMMARY
A. Section explains in general, what is and is not included in a contract line item, and limits or cut-off points where one item ends and another begins.
B. If no contract line item exists for a portion of work, include costs in a related item.
PART 8 - PRODUCTS (Not Used)
PART 9 - EXECUTION
9.1 LIST OF CONTRACT LINE ITEMS
A. Contract Line Item Number 0001. NDOT Permit/Approval; Performance Bond; Utility and Private Locates
1. This item consists of Provision of Performance Bond, Required Permits In-hand, Utility and Private Locates completed.
2. Measurement for payment will be Presentation of permits, performance bond, and locate surveys.
3. Payment will be made at the contract lump sum price.
B. Contract Line Item Number 0002: Mobilization and Installation
a. This item consists of Site staging and access, boring and emplacement of conduits.
b. Measurement for payment: Completion of installation of conduits and connection to existing pull boxes.
c. Payment will be made at the contract lump sum price.
C. Contract Line Item Number 003: Fiber Optic Cable Placement, Splicing, Termination and Testing
a. This item consists of the placement of a12 fiber Single Mode Fiber Optic Cable from
Alan Bible Visitors Center to the NDOT Vault and the from the NPS Hill Top complex to the NDOT/RTC vault at the junction of Great Basin Highway and Colorado Street. This includes termination, splicing and testing.
D. Contract Line-Item Number 0004: Demobilization and Site Remediation
a. This item consists of removal of all staging and access materials; remediation to satisfaction of NDOT and NPS.
b. Measurement for payment: NDOT notice of satisfactory remediation. Site walkthrough with COR with verified completion of all NPS remediation requirements.
c. Payment will be made at the contract lump sum price.
END OF SECTION 01 27 00
By using NPS DSC Division 1 Specifications, you acknowledge you read, understand, and will format edits according to NPS DSC Division 1 Specifications Instructions.
LAKE 284691
SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 SUMMARY
A. 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 Project Management and Communication Software
7. Project Meetings
8. Environmental Coordination
9. Permits
B. Related Requirements:
1. Section 01 32 16 "Construction Schedule" for preparing and submitting Construction 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.
4. Section 01 91 14 "Total Building Commissioning" for coordinating the work with Owner’s
Commissioning Authority.
1.2 DEFINITIONS
A. Agency with Jurisdiction. An Agency that has been granted legal authority over a location, action, or resource. This authority includes the ability to issue a permit or other legal permission document.
B. Construction Permits – Contractor Provided. Permits obtained by the Contractor based on the means and methods to conduct the work. Construction Permits are typically issued by the Agency to the Contractor and not to the National Park Service. Examples of typical Contractor Provided Permits are: National Pollutant Discharge Elimination System (NPDES) Construction Permit (ground disturbance), dewatering permit, permit for work in a roadway (with traffic management plan), temporary utility tap permit, etc.
C. Government Furnished Permits. Obtained by National Park Service (NPS), usually through the Architect/Engineer (A/E) or a consultant, during the design process (Predesign (PD) through Construction Documents (CD)) and are usually concerned with impacts to resources protected by federal law. However, GF permits can include other permits that are obtained for the convenience of the Government during design. GF permits are "furnished" to the Contractor in the Request for Proposal (RFP) and as part of the final contract documents. The Contractor must comply with GF permit provisions. Examples of typical GF permits: Clean Water Act (CWA) 404 dredge and fill permit, CWA Water Quality Certification (often state administered), Highway Right-of-Way Permit, etc.
1.3 CONSTRUCTION COORDINATION
A. Coordination: Coordinate construction operations included in different Sections of 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 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 Construction Contractors to ensure maximum accessibility for required maintenance, service, and repair.
3. Make 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 components, including mechanical and electrical.
5. Properly plan construction operations to include permit requirements. Allow enough time to execute permit provisions to maintain work schedule, site visits, inspections, and reporting deadlines.
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.
C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other Construction Contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to:
1. Preparation of Construction Contractor Construction Schedule http://www.nps.gov/dscw/definitionsdc_a.htm#awj https://www.nps.gov/dscw/definitionsdc_p.htm#permit http://www.nps.gov/dscw/definitionsdc_c.htm#cpcp http://www.nps.gov/dscw/definitionsdc_g.htm#gfperm https://www.nps.gov/dscw/definitionsdc_n.htm#nps https://www.nps.gov/dscw/definitionsdc_a.htm#ae https://www.nps.gov/dscw/design.htm https://www.nps.gov/dscw/definitionsdc_p.htm#permit https://www.nps.gov/dscw/definitionsdc_c.htm#contractor
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
1.4 SUBMITTALS
A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities.
1. Content: Project-specific information, drawn accurately to scale. Do not base Coordination Drawings on reproductions of Contract Documents or standard printed data. Include following information, as applicable:
a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.
b. Indicate dimensions shown on Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Contracting Officer (CO) for resolution of such conflicts.
c. Indicate space requirements for routine maintenance and anticipated replacement of components during the life of the installation.
d. Show location and size of access doors required for access to concealed dampers, valves, and controls.
e. Indicate required installation sequences.
2. Refer to individual Sections for Coordination Drawing requirements for Work in those Sections.
3. Follow NPS DSC Electronic Drawing Standards. See CAD/BIM (Computer Aided Design/Building Information Modeling) & Drafting Standards DSC Requirements section.
B. Coordination Drawing Organization: Organize coordination drawings as follows:
1. Communication Conduit
a. Location of junction boxes, dimensioned from column center lines.
C. Coordination Digital Data Files: Prepare coordination digital data files according to:
1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.
2. File Submittal Format: Submit or post coordination drawing files using Portable Document Format (PDF) file format.
3. Contracting Officer will furnish Construction Contractor one set of digital data files (AutoCad.dwg) of Drawings for use in preparing coordination digital data files.
https://www.nps.gov/dscw/ds-cad-bim-drafting.htm https://www.nps.gov/dscw/ds-cad-bim-drafting.htm
a. Contracting Officer makes no representations as to accuracy or completeness of digital data files as they relate to Drawings.
b. Digital Data Software Program: Drawings are available in AutoCad.dwg.
D. Division 1 documents:
1. Letter designating Project Superintendent
2. Construction Schedule
3. A Comprehensive 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. Certificates of Insurance and Standard Form SF1413 for Contactor and all Subcontractors
8. Waste Management Plan
9. Quality Control Plan
10. Temporary Storm Water Pollution Prevention Plan (SWPP or UPPP)
11. Construction Contractor Commissioning Plan
12. Historic Preservation Treatment Plan (HPTP)
13. List of Required Construction Permits. Include the following information for each permit:
a. Name of Permit
b. Agency(ies) with Jurisdiction issuing the permit
c. Information required from Government to complete permit application
E. Provide items listed to Contracting Officer at least one week prior to Pre-Construction Conference, or as directed by Contracting Officer.
1. Failure to submit items may result in:
a. Construction conference may be cancelled, Notice to Proceed may not be issued, and Contracting Officer will consider other contractual remedies.
b. Work shall not commence until written Notice to Proceed has been issued and Certificates of Insurance and SF1413 documents are received for Construction Contractor and all Subcontractors.
1.5 REQUESTS FOR INFORMATION (RFIs)
A. General: Immediately on discovery of the need for additional information or interpretation of Contract Documents, Construction Contractor shall prepare and submit an RFI utilizing form created on NPS project management and communication software.
1. Contracting Officer will not respond to RFIs submitted by other entities controlled by Construction Contractor.
2. Coordinate and submit RFIs in a prompt manner to avoid delays in the work.
B. Content of RFI: Include 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. Construction Contractor's suggested resolution: If suggested resolution impacts Contract
Time or Contract Sum, Construction Contractor shall state impact in RFI.
8. Construction 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 and submit on NPS project management and communication software.
D. Contracting Officer’s Action: Contracting Officer will review each RFI, determine action required, and respond. Contracting Officer will determine critical nature of each RFI and issue 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 Construction Contractor's means and methods.
d. Requests for coordination information already indicated in Contract Documents.
e. Requests for adjustments in Contract Time or Contract Sum.
f. Requests for interpretation of Architect's actions on submittals.
g. Incomplete RFIs or inaccurately prepared RFIs.
2. Contracting Officer's action may include a request for additional information; time for response will date from time of receipt of additional information.
3. Contracting Officer's action on RFIs may result in need for a change to Contract Time or Contract Sum. All contract changes will be processed following terms and conditions of contract.
1.6 PROJECT MANAGEMENT AND COMMUNICATION SOFTWARE
A. Use to manage project communication and document sharing during contract period on:
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. Reminder and tracking functions
12. Archiving functions
13. Notification of submittal and RFI statuses and current responsible party
14. Permits and addendums
B. Some documents are not suitable to be shared using NPS project management and communication software. Documents containing Personal Identifying Information (PII) (i.e. certified payrolls) shall not be shared and shall be coordinated with project team as appropriate.
1.7 PROJECT MEETINGS
A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an on-site meeting with Construction Contractor. 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 1 documents
5. Coordination of Subcontractors
6. Labor law application
7. Modifications
8. Payments to Construction Contractor
9. Payroll reports
10. Contract time
11. Liquidated damages
12. Construction Contractor Performance Evaluation
13. Display of Hotline posters
14. Notice to proceed
15. Correspondence procedures
16. NPS project management and communication software
17. Acceptance/rejection of work
18. Progress meetings
19. Submittal procedures
20. NPS Final Accessibility Inspection
21. Environmental requirements
22. Permit requirements
23. As-constructed drawings/operation and maintenance (O&M) manuals.
24. Saturday, Sunday, holiday and night work.
25. Reference materials
26. Value engineering
27. Schedule of Values
B. Progress Meetings: Contracting Officer will schedule weekly meetings with Construction Contractor.
1. Attendees: In addition to Government Representatives, each Construction Contractor, Subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented.
Participants at meeting shall be familiar with 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. Meeting agenda will include:
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.
1) Status of required inspections (Special Inspections, Accessibility, etc.)
g. Inspections of work in progress and projected (Special inspections, Accessibility, etc.)
h. Construction Schedule update (provide updated Critical Path Method (CPM)).
i. Status of Project Record Drawings and O&M manuals.
j. Other business relating to work.
k. Permit requirements.
C. Preinstallation Conferences: Conduct at Project site before each construction activity that requires coordination with other construction.
1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend meeting. Advise Contracting Officer of scheduled meeting dates.
2. Agenda: Review progress of other construction activities and preparations for particular activity under consideration, including requirements for:
a. Contract Documents
b. Options
c. Related RFIs
d. Related Change Orders
e. Purchases
f. Deliveries
g. Submittals
h. Possible conflicts
i. Compatibility requirements
j. Time schedules
k. Weather limitations
l. Manufacturer's written instructions
m. Warranty requirements
n. Compatibility of materials
o. Acceptability of substrates
p. Temporary facilities and controls
q. Space and access limitations
r. Regulations of agency(ies) with jurisdiction
s. Testing and inspecting requirements
t. Installation procedures
u. Coordination with other work
v. Required performance results
w. Protection of adjacent work
x. Protection of construction and personnel
3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.
4. Reporting: Distribute minutes of meeting to each party present and to other parties requiring information.
5. Do not proceed with installation if conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of Work and reconvene conference at earliest feasible date.
1.8 ENVIRONMENTAL COORDINATION
A. Construction Contractor’s Environmental Manager: Designate on-site party responsible for overseeing Construction Contractor’s conformance to environmental goals for project and implementing procedures for environmental protection.
1. Qualifications: Minimum 3 years Construction experience on projects of similar size and scope; with environmental procedures similar to this project; familiar with environmental regulations applicable to construction operations.
2. Responsibilities: Responsibilities shall include:
a. Compliance with applicable Federal, State, and local environmental regulations, including maintaining required documentation.
b. Implementation of Waste Management Plan (WMP).
c. Implementation of Under an Acre Pollution Prevention Plan (UPPP).
d. Present overview of environmental issues and summarize site specific procedures relating to management plans at Preconstruction conference.
e. Training for Construction Contractor personnel in accordance with position requirements.
f. Monitoring and documentation of environmental procedures.
B. Perform project quality control in accordance with requirements specified in Related Sections, including:
1. Quality Requirements
2. Regulatory Requirements
3. Noise and Acoustics Management
4. Temporary Storm Water Pollution Prevention Environmental Management
5. Construction Waste Management
C. Construction Contractor’s Environmental Training Program: Construction Contractor shall provide environmental training for workers performing work on project site. Training shall include:
1. Overview of environmental issues related to building industry.
2. Overview of environmental issues related to Project.
3. Review of site-specific procedures and management plans:
a. Construction Waste Management
b. Noise and Acoustics Management
c. Temporary Storm Water Pollution Prevention
4. Pollution Prevention (P2) practices: Submit evidence familiarity with P2 practices.
5. Compliance with environmental regulations: As specified in Regulatory Requirements.
Submit Construction Contractor 40 CFR (Code of Federal Regulations) employee training records upon request of Contracting Officer.
D. Provide documentation for environmental procedures as specified herein and in accordance with approved Waste Management Plan, and Under an Acre Pollution Prevention Plan.
1.9 PERMITS
A. General:
1. Permits and Responsibilities: Construction Contractor shall, without additional expense to the Government, be responsible for obtaining necessary licenses and permits, and for complying with Federal, State and municipal laws, codes, and regulations applicable to the performance of the work. Construction Contractor shall also be responsible for damages to persons or property that occur as a result of Construction Contractor’s fault or negligence;
and for materials delivered and work performed until completion and acceptance of the work.
2. For the purpose of this contract, Construction Contractor will not be considered an agent of the Government. Construction Contractor shall comply with appropriate Federal, State and local laws.
B. Government Furnished Permits: During development of the project’s design, permits listed below were negotiated and agreed to by the Government. Terms and provisions of these permits shall be adhered to for the duration specified in each permit.
1. A permit was acquired for NDOT Right of Way Encroachment with identification number (TBD). The Agency(ies) with Jurisdiction for this permit is Nevada Department of Transportation.
C. Potential Permits: Permits listed below were identified during the design process as likely to be required based on typical means and methods of construction. The list is provided to assist Construction Contractor in determining which permits will be required for contract’s chosen means and methods. The list shall not be considered complete; it is the Construction Contractors’ responsibility to determine means and methods and obtain required permits. Construction Contractor shall obtain all permits required to legally conduct work.
1. Electrical Utility Locate - NV Energy
2. Sewer Locate- Boulder City, NV
3. Water Locate - Boulder City, NV
4. UPPP- LAKE
D. Coordination with Agency(ies) with Jurisdiction Issuing Permits
1. Coordination: Contact the Agency(ies) with Jurisdiction as needed and sufficiently in advance to avoid delaying work: Coordinate meetings, reporting requirements, inspections, and other requirements.
E. Administrative Procedures:
1. Coordinate scheduling and timing of required administrative provisions of project permits with Agency(ies) with Jurisdiction, Construction Manager, and Park to avoid conflicts.
2. Supply needed information to Agency(ies) with Jurisdiction issuing permits, pay fees required and provide material needed to comply with permit’s conditions and provisions.
3. Upload permits to NPS project management and communication software when permits are obtained.
END OF SECTION 01 31 00
By using NPS DSC Division 1 Specifications, you acknowledge you read, understand, and will format edits according to NPS DSC Division 1 Specifications Instructions.
LAKE 284691
SECTION 01 32 16 – CONSTRUCTION SCHEDULE
GENERAL
SUMMARY
A. Section consists of Construction Schedule requirements including:
1. Schedule of Values
2. Construction Schedule Requirements.
3. Construction Schedule Updates.
4. Time Impact Analysis.
B. Purpose: The Construction Schedule ensures adequate planning, coordination, scheduling, and reporting during execution of the work by the Construction Contractor. It shall assist the Construction Contractor and Contracting Officer (CO) in monitoring the progress of the work, evaluating proposed changes, and processing Construction Contractor's monthly progress payments. It shall include the dates in the contract, phases, milestones, occupancies, holidays, weather consideration, a critical path, and the requirements of this section.
DEFINITIONS
C. Activity: A discrete part of a project identified for planning, scheduling, monitoring, and controlling the construction project.
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