B08_Attachment_1_-_Final_Specifications_WRST_248940_March2024.pdf
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- WRST 248940 - Replace Deficient WTP/Systems.
- Solicitation number
- 140P2024R0034
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This document outlines specifications for a federal construction contract to replace deficient water treatment systems at two National Park Service sites in Alaska. The scope of work includes demolishing existing structures, building new water treatment buildings, installing mechanical and electrical systems, process piping, treatment equipment, water storage, wastewater systems, and commissioning. It establishes bid items and options for the Glennallen and Copper Center sites. Submittals and a construction schedule are required, with the contractor coordinating work and incorporating government reviews.
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Text version
REPLACE DEFICIENT VC/HQ WATER TREATMENT SYSTEM
FINAL CONSTRUCTION DOCUMENT SUBMITTAL
WRANGELL ST ELIAS NATIONAL PARK & PRESERVE
WRST 248940
JANUARY 2024
01 11 00 - 1
TOC - 1
TABLE OF CONTENTS
Division Section Title Pages
SPECIFICATIONS GROUP
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK 5
01 26 01 CONTRACT MODIFICATION PROCEDURES 6
01 27 00 DEFINITION OF CONTRACT LINE ITEMS 4
01 31 00 PROJECT MANAGEMENT AND COORDINATION 10
01 32 16 CONSTRUCTION SCHEDULE 9
01 32 33 PHOTO DOCUMENTATION 2
01 33 23 SUBMITTAL PROCEDURES 8
01 40 00 QUALITY REQUIREMENTS 7
01 42 00 REFERENCE STANDARDS 13
01 50 00 TEMPORARY FACILITIES AND CONTROLS 10
01 57 19.12 NOISE AND ACCOUSTICS MANAGEMENT 3
01 57 23 UNDER-AN-ACRE POLLUTION PREVENTION 6
01 67 00 PRODUCT REQUIREMENTS 9
01 73 29 CUTTING AND PATCHING 4
01 73 40 EXECUTION 8
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 8
01 75 00 STARTING AND ADJUSTING 10
01 77 00 CLOSEOUT PROCEDURES 5
01 78 23 OPERATION AND MAINTENANCE DATA 9
01 79 00 DEMONSTRATION AND TRAINING 4
01 81 13 SUSTAINABLE DESIGN REQUIREMENTS FOR NON-LEED PROJECTS 3
DIVISION 02 – EXISTING CONDITIONS
02 41 00 SITE DEMOLITION 2
02 41 19 SELECTIVE DEMOLITION 7
DIVISION 03 - CONCRETE
03 10 00 CONCRETE FORMING AND ACCESSORIES 6
03 20 00 CONCRETE REINFORCING 4
03 30 00 CAST-IN-PLACE CONCRETE 12
03 82 16 CONCRETE CORE DRILLING 4
DIVISION 05 – METALS
05 12 00 STRUCTURAL STEEL FRAMING 9
05 50 00 METAL FABRICATIONS 10
01 11 00 - 2
TOC - 2
DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES
06 64 00 PLASTIC PANELING 3
DIVISION 07 – THERMAL AND MOISTURE PROTECTION
07 21 00 THERMAL INSULATION 6
07 62 00 SHEET METAL FLASHING AND TRIM 9
07 92 00 JOINT SEALANT 8
DIVISION 08 - OPENINGS
08 11 13 HOLLOW METAL DOORS AND FRAMES 9
08 36 13 SECTIONAL DOORS 9
08 71 11 DOOR HARDWARE 12
DIVISION 09 - FINISHES
09 22 16 NON-STRUCTURAL METAL FRAMING 4
09 29 00 GYPSUM BOARD 6
09 90 00 PAINTING 10
DIVISION 10 - SPECIALTIES
10 44 16 FIRE EXTINGUISHERS 3
DIVISION 13 – SPECIAL CONSTRUCTION
13 34 19 METAL BUILDING SYSTEMS 20
DIVISION 21 – FIRE SUPPRESSION
21 05 00 COMMON WORK RESULTS FOR FIRE SUPPRESSION 7
01 11 00 - 3
TOC - 3
DIVISION 22 – PLUMBING
22 05 00 COMMON WORK RESULTS FOR PLUMBING 17
22 05 05 SELECTIVE DEMOLITION FOR PLUMBING 2
22 07 00 PLUMBING INSULATION 6
22 10 00 PLUMBING PIPING 6
22 30 00 PLUMBING EQUIPMENT 3
22 40 00 PLUMBING FIXTURES 3
22 45 00 EMERGENCY PLUMBING FIXTURES 3
DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 05 00 COMMON WORK RESULTS FOR HVAC 19
23 05 05 SELECTIVE DEMOLITION FOR HEATING, VENTILATING, AND AIR
CONDITIONING (HVAC)
23 05 19 METERS AND GAUGES FOR HVAC PIPING 4
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC 7
23 07 00 HVAC INSULATION 8
23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC 5
23 09 93 SEQUENCE OF OPERATIONS FOR HVAC CONTROLS 7
23 11 13 FACILITY FUEL – OIL PIPING 11
23 21 13 HYDRONIC PIPING 6
23 21 16 HYDRONIC SPECIALTIES 7
23 21 23 HYDRONIC PUMPS 3
23 31 00 HVAC DUCTS AND CASINGS 5
23 33 00 AIR DUCT ACCESSORIES 8
23 34 00 HVAC FANS 5
23 37 00 AIR OUTLETS AND INLETS 2
23 51 00 BREECHINGS, CHIMNEYS, AND STACKS 5
23 52 23 CAST IRON BOILERS 5
23 57 00 HEAT EXCHANGERS FOR HVAC 3
23 73 00 INDOOR CENTRAL AIR HANDLING UNITS 6
23 82 00 CONVECTION HEATING AND COOLING UNITS 5
23 82 16 AIR COILS 3
01 11 00 - 4
TOC - 4
DIVISION 26 – ELECTRICAL
26 05 00 COMMON WORK RESULTS FOR ELECTRICAL 6
26 05 05 SELECTIVE DEMOLITION FOR ELECTRICAL 3
26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 5
26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 3
26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 4
26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 13
26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS 6
26 05 80 HEATING CABLES 6
26 05 83 WIRING CONNECTIONS 3
26 21 00 LOW-VOLTAGE ELECTRICAL SERVICE ENTRANCE 4
26 22 00 LOW-VOLTAGE TRANSFORMERS 3
26 24 16 PANELBOARDS 5
26 27 13 POWER AND ENERGY METERS 4
26 27 26 WIRING DEVICES 4
26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 6
26 29 13 ENCLOSED CONTROLLERS 3
26 36 13 MANUAL TRANSFER SWITCHES 5
26 43 00 SURGE PROTECTIVE DEVICES 5
26 50 00 LIGHTING 8
DIVISION 27 – COMMUNICATIONS
27 10 00 STRUCTURED CABLING 10
DIVISION 31 - EARTHWORK
31 11 00 CLEARING AND GRUBBING 2
31 20 00 EARTH MOVING 9
31 25 00 EROSION AND SEDIMENT CONTROL 2
DIVISION 32 – EXTERIOR IMPROVMENTS
32 92 00 TURF AND GRASSES 5
DIVISION 33 – UTILITIES
33 10 00 WATER UTILITIES 9
33 30 00 SANITARY SEWAGE UTILITIES 11
33 36 00 UTILITY SEPTIC TANKS AND SYSTEMS 10
33 41 40 STEEL REINFORCED POLYETHYLENE PIPE 2
01 11 00 - 5
TOC - 5
DIVISION 40 – PROCESS INTEGRATION
40 05 01 PROCESS PIPING 17
40 05 50 PROCESS VALVES AND OPERATORS 10
40 60 00 PROCESS CONTROL AND INSTRUMENTATION SYSTEMS 27
DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION AND STORAGE
EQUIPMENT
43 20 00 PROCESS PUMPS AND ACCESSORIES 8
43 41 13 WELDED STEEL TANKS 8
43 41 43 POLYETHYLENE TANKS 6
DIVISION 46 - WATER AND WASTEWATER EQUIPMENT
46 08 01 DISINFECT OF WATER SYSTEMS 4
46 20 10 TREATMENT EQUIPMENT 12
46 33 10 CHEMICAL SYSTEMS 9
46 63 23 BWRO MEMBRANE FILTRATION EQUIPMENT 10
END OF TABLE OF CONTENTS
WRST 248940 01 11 00 - 1
SUMMARY OF WORK
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 Under Other Contracts
3. Contractor Use of Site
4. Public Use of Site
5. Occupancy Requirements for Buildings
6. Conduct of Operations
7. Work Restrictions
8. Special Construction Requirements
9. Soils Investigation Report
10. Additional Reports
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Location: Copper Center Headquarters and Glennallen facilities in Wrangell St. Elias
National Park and Preserve (WRST), Alaska.
B. The Work consists of:
1. . The purpose of this project is to provide a water treatment system upgrade at the Copper
Center Headquarters and Glennallen facilities in Wrangell St. Elias National Park and
Preserve (WRST).
2. The Glennallen area will receive a new building for such purpose; The Copper Center
Headquarters will be replacement of systems inside existing building, with installation of seasonal use exterior tanks.
C. Project will be constructed under a single prime contract.
1.3 WORK UNDER OTHER CONTRACTS
A. General: Cooperate with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate Work of this
Contract with work performed under separate contracts.
WRST 248940 01 11 00 - 2
1.4 CONTRACTOR USE OF SITE
A. General: Contractor shall have full use of the site for construction operations during the construction period. Contractor's use of the site is limited only by the Government's right to perform work or to retain other contractors on portions of Project.
B. General: Contractor shall have limited use of site for construction operations. Limit use of premises to the Glennallen and Copper Center Water Treatment Plant sites. Do not disturb portions of Project site beyond areas in which the Work is indicated.
1. Limits: Confine constructions operations to the Glennallen and Copper Center Water
Treatment Plant sites.
2. Limit site disturbance, including earthwork and clearing of vegetation, to 40 feet beyond building perimeter; 10 feet beyond surface walkways, patios, surface parking, and utilities less than 12 inches in diameter; 15 feet beyond primary roadway curbs and main utility branch trenches; and 25 feet beyond constructed areas with permeable surfaces (such as pervious paving areas, storm water detention facilities, and fields) that require additional staging areas in order to limit compaction in the constructed area.
C. Storage of Materials: Confine storage of materials to the Glennallen and Copper Center Water
Treatment Plant sites.
D. Parking: Confine parking to the Glennallen and Copper Center Water Treatment Plant sites
E. Stockpiling: Confine stockpiling to the Glennallen and Copper Center Water Treatment Plant sites..
F. 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.
G. 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.
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.
H. Construction Camp: Establishment of a camp within park will not be permitted.
WRST 248940 01 11 00 - 3
I. 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 Contractor of liability for damage which may result from moving of equipment.
J. Bridge Restrictions: Identify jurisdictions, load restrictions, permit requirements, time and calendar restrictions as outlined.
1.5 PUBLIC USE OF SITE (Not Used)
1.6 OCCUPANCY REQUIREMENTS FOR BUILDINGS
A. Existing Buildings
1. Full Government Occupancy: Government will occupy buildings under construction during the entire contract period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform Work so as not to interfere with Government's day-to-day operations. Maintain existing exits, unless otherwise indicated.
a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Contracting Officer.
b. Maintain existing building in weather tight condition throughout construction period. Repair damage caused by construction operations. Protect building and occupants during construction period.
2. Partial Government Occupancy: Government will occupy premises during entire construction period, with exception of areas under construction. Cooperate with
Government during construction operations to minimize conflicts and facilitate
Government usage. Perform Work so as not to interfere with Government’s operations.
Maintain existing exits, unless otherwise indicated.
a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Contracting Officer.
B. New Buildings
1. Government Occupancy of Completed Areas of Construction: Government reserves right to occupy and to place and install equipment in completed areas of building, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the entire project.
a. Contracting Officer will prepare a Beneficial Occupancy letter for each specific portion of the Work to be occupied before Government occupancy.
WRST 248940 01 11 00 - 4
b. Obtain a Certificate of Occupancy from National Park Service (NPS) before
Government occupancy.
c. Before partial Government occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed.
On occupancy, Government will operate and maintain mechanical and electrical systems serving occupied portions of building.
d. On occupancy, Government will assume responsibility for maintenance and custodial service for occupied portions of building.
1.7 CONDUCT OF OPERATIONS
A. 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/calendar days 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.
1.8 WORK RESTRICTIONS
A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 07:00 a.m. to 05:00 p.m., Monday through Friday, except when otherwise indicated.
1. Weekend Hours: Allowed as needed with written approval from the Contracting Officer.
B. Early Morning Hours: Allowed as needed with written approval from the Contracting Officer.
Existing Utilities
1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.
2. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.
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.
3. Hours and length of Utility Shutdowns: As needed with written approval from the
Contracting Officer.
WRST 248940 01 11 00 - 5
D. Nonsmoking Building/Tobacco Use/Vaping: Smoking is not permitted within building or within
25 feet of entrances, operable windows, or outdoor air intakes.
1.9 SPECIAL CONSTRUCTION REQUIREMENTS
A. Project Website: A project website administered by NPS will be used for purposes of managing communication and documents during construction stage.
1. See Section 01 31 00 "Project Management and Coordination" for requirements on using
Project Website.
1.10 SOILS INVESTIGATION REPORT (Not Used)
1.11 ADDITIONAL REPORTS (Not Used)
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 11 00
WRST 248940 01 26 01 - 1
CONTRACT MODIFICATION PROCEDURES
SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES
1.1 SUMMARY
A. Section consists of administrative and procedural requirements for contract modifications.
1.2 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
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
WRST 248940 01 26 01 - 2
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.
WRST 248940 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 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.
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.
1.3 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.
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#CP___PAGEID=396735|
WRST 248940 01 26 01 - 4
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 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.
WRST 248940 01 26 01 - 5
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.
WRST 248940 01 26 01 - 6
PART 2 - PRODUCTS
PART 3 - EXECUTION
END OF SECTION 012601
WRST 248940 01 27 00 - 1
DEFINITION OF CONTRACT LINE ITEMS
SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS
PART 1 - GENERAL
1.1 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 2 - PRODUCTS (Not Used)
EXECUTION
2.1 LIST OF CONTRACT LINE ITEMS
A. Contract Line Item Number 1 Glenallen WTP Demolition of Existing Structure.
1. This item consists of Demolition of the existing water treatment building at Glenallen.
2. Measurement for payment will be EACH.
3. Payment will be made at the contract lump sum price.
B. Contract Line Item Number 2 Glennallen WTP Building Substructure, Foundation and Concrete
Floor.
1. This item consists of construction of the substruction, foundation, and concrete floor for the new water treatment building at Glenallen.
2. Measurement for payment will be EACH.
3. Payment will be made at the contract lump sum price.
C. Contract Line Item Number 3 Glennallen WTP Building Superstructure.
1. This item consists of construction of the superstructure and interior wall for the new water treatment building at Glenallen.
2. Measurement for payment will be EACH.
3. Payment will be made at the contract lump sum price.
D. Contract Line Item Number 4 Glennallen WTP Mechanical.
1. This item consists of construction of the mechanical systems for the new water treatment building at Glenallen.
3. Payment will be made at the contract lump sum price.
WRST 248940 01 27 00 - 2
DEFINITION OF CONTRACT LINE ITEMS
E. Contract Line Item Number 5 Glennallen WTP Electrical Controls & SCADA.
1. This item consists of construction of the electrical controls, SCADA, power distribution and wiring for the new water treatment building at Glenallen.
2. Measurement for payment will be EACH.
3. Payment will be made at the contract price per.
F. Contract Line Item Number 6 Glennallen WTP Process Piping.
1. This item consists of construction of the process piping for the new water treatment building at Glenallen.
3. Payment will be made at the contract price per.
G. Contract Line Item Number 7 Glennallen WTP Treatment Equipment.
1. This item consists of construction water treatment equipment for the new water treatment building at Glenallen.
2. Measurement for payment will be EACH.
3. Payment will be made at the contract price per.
H. Contract Line Item Number 8 Glennallen WTP Water Storage.
1. This item consists of construction of water storage tanks at the new water treatment building at Glenallen. Include labor, material, and water hauling fees associated with providing temporary potable water supply.
2. Measurement for payment will be EACH.
3. Payment will be made at the contract price per.
I. Contract Line Item Number 9 Glennallen WTP Wastewater & Sump Drain System.
1. This item consists of construction of the waste water connection, sump and drain system to support the new water treatment building at Glenallen.
2. Measurement for payment will be EACH.
3. Payment will be made at the contract price per.
J. Contract Line Item Number 10 Glennallen WTP Commissioning and Training.
1. This item consists of commissioning and training for the new water treatment building at
Glenallen.
K. Option BO1 Copper Center WTP Demolition.
1. This item consists of demolition activities at the Copper Center water treatment building.
2. Measurement for payment: EACH.
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DEFINITION OF CONTRACT LINE ITEMS
L. Option BO2 Copper Center WTP Mechanical.
1. This item consists of installation of new mechanical equipment at the Copper Center water treatment buildings.
2. Measurement for payment: EACH.
3. Payment will be made at the contract price per.
M. Option BO3 Copper Center WTP Electrical Controls & SCADA.
1. This item consists of installation of electrical controls, SCADA, power distribution and wiring for the Copper Center water treatment buildings.
2. Measurement for payment: EACH.
3. Payment will be made at the contract price per.
N. Option BO4 Copper Center WTP Process Piping.
1. This item consists of process piping for the Copper Center water treatment buildings.
2. Measurement for payment: EACH.
3. Payment will be made at the contract price per.
O. Option BO5 Copper Center WTP Treatment Equipment.
1. This item consists of installation of treatment equipment for the Copper Center water treatment buildings.
2. Measurement for payment: EACH.
3. Payment will be made at the contract price per.
P. Option BO6 Copper Center WTP Water Storage.
1. This item consists of construction of water storage for the Copper Center water treatment buildings.
2. Measurement for payment: EACH.
3. Payment will be made at the contract price per.
Q. Option BO7 Copper Center WTP Wastewater & Sump Drain System.
1. This item consists of connection to the existing waste water system and construction of the new waste water sump at the Copper Center water treatment buildings.
R. Option BO8 Copper Center WTP Commissioning and Training.
1. This item consists of commissioning and training for the Copper Center water treatment buildings.
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DEFINITION OF CONTRACT LINE ITEMS
END OF SECTION 01 27 00
WRST 248940 01 31 00 - 1
PROJECT MANAGEMENT AND COORDINATION
SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION
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/DSC 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.
4. Section 01 91 14 "Total Building Commissioning" for coordinating the work with Owner’s
Commissioning Authority.
1.2 DEFINITIONS
A. Agency with Jurisdiction
B. Construction Permits – Contractor Provided
C. Government Furnished Permits
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.
http://www.nps.gov/dscw/definitionsdc_a.htm#awj http://www.nps.gov/dscw/definitionsdc_c.htm#cpcp http://www.nps.gov/dscw/definitionsdc_g.htm#gfperm
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2. Coordinate installation of different components with other 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 contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to:
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
1.4 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.
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2. Sheet Size: At least 8-1/2 by 11 inches (215 by 280 millimeters) but no larger than 30 by
40 inches (750 by 1000 millimeters).
3. Number of Copies: Submit two opaque copies of each submittal. Contracting Officer will return one copy [ .
4. Refer to individual Sections for Coordination Drawing requirements for Work in those
Section
B. Coordination Drawing Organization: Organize coordination drawings as follows:
1. Floor Plans and Reflected Ceiling Plans: Show architectural, structural, mechanical, plumbing, fire-protection, fire-alarm, and electrical elements. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.
2. Plenum Space: Indicate sub-framing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components.
3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.
4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.
5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.
6. Mechanical and Plumbing Work:
a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.
b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.
c. Fire-rated enclosures around ductwork.
7. Electrical Work:
a. Runs of vertical and horizontal conduit 1-1/4 inches (32 millimeters) in diameter and larger.
b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.
c. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations.
d. Location of pull boxes and junction boxes, dimensioned from column center lines.
8. Fire-Protection System:
a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.
9. Review: Contracting Officer will review coordination drawings to confirm Work is being coordinated; details of coordination are Contractor's responsibility. If Contracting Officer determines coordination drawings are not prepared in scope or detail, or are otherwise
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deficient, Contracting Officer will inform Contractor, who shall make changes and resubmit.
C. Coordination Digital Data Files: Prepare coordination digital data files according to:
1. File Submittal Format: Submit or post coordination drawing files using Portable Document
Format (PDF) file format.
2. Contracting Officer will furnish Contractor one set of digital data files (AutoCad.dwg) of
Drawings for use in preparing coordination digital data files.
a. Contracting Officer makes no representations as to accuracy or completeness of digital data files as they relate to Drawings.
D. Division 1 documents: The following items shall be submitted a minimum of one week prior to
Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for Pre-
Construction Conference.
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 or SF1413 for Contactor and all Subcontractors
8. Waste Management Plan
9. Quality Control Plan
10. Contractors Commissioning Plan
11. 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 before Pre-Construction Conference. If all documents have not been received one week prior to scheduled Pre-Construction Conference date, conference may be cancelled, Notice to Proceed may not be issued, and Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.
1.5 REQUESTS FOR INFORMATION (RFIs)
A. General: Immediately on discovery of the need for additional information or interpretation of
Contract Documents, Contractor shall prepare and submit an RFI utilizing form created on
NPS/DSC management software website.
1. Contracting Officer 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 RFI: Include detailed, legible description of item needing information or interpretation and the following:
WRST 248940 01 31 00 - 5
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 Contract
Time or Contract Sum, Contractor shall state impact in 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 RFI Form on NPS/DSC Project Website as follows:
1. Enter 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 drop-down of "Send to" box.
3. Enter details of question and attach related documents.
4. Select "Submit Form" at bottom of page.
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 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 WEB SITE
A. Use NPS/DSC management software website for communication throughout contract period on:
1. Project directory
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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 are not suitable to be shared using the NPS/DSC management software website.
Documents containing Personal Identifying Information (PII) (i.e. certified payrolls) shall not be shared using NPS/DSC management software website and shall be coordinated with Project team as appropriate.
C. Submit to Contracting Officer a list of employees who will need access to the website. Users will receive an invitation to register from Department of Interior (DOI). Once registered on DOI website, user will be given access to NPS/DSC management software website.
D. All users will be required to have the following software packages:
1. Internet Explorer version 7 or later.
2. Adobe Acrobat Professional (Pro) version 9 or later.
1.7 PROJECT MEETINGS
A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an on-site meeting with 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 Contractor
9. Payroll reports
10. Contract time
11. Liquidated damages
12. Contractor Performance Evaluation
13. Display of Hotline posters
14. Notice to proceed
15. Correspondence procedures
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16. NPS/DSC Project website
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 Contractor.
1. Attendees: In addition to Government Representatives, each Contractor, Subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. 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
WRST 248940 01 31 00 - 8
e. Purchases
f. Deliveries
g. Submittals
h. Review of mockups
i. Possible conflicts
j. Compatibility requirements
k. Time schedules
l. Weather limitations
m. Manufacturer's written instructions
n. Warranty requirements
o. Compatibility of materials
p. Acceptability of substrates
q. Temporary facilities and controls
r. Space and access limitations
s. Regulations of agency(ies) with jurisdiction
t. Testing and inspecting requirements
u. Installation procedures
v. Coordination with other work
w. Required performance results
x. Protection of adjacent work
y. 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…
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