Attachment_A_-_Project_Section_C_Specifications.docx
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SECTION C - SPECIFICATIONS
J.W. TOUMEY NURSERY WASTEWATER SYSTEM REPLACEMENT
TABLE OF CONTENTS
| SECTION 011000 – SUMMARY | 1 |
| SECTION 011400 - WORK RESTRICTIONS | 3 |
| SECTION 012700 - MEASUREMENT AND PAYMENT | 4 |
| SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION | 8 |
| SECTION 013300 - SUBMITTAL PROCEDURES | 10 |
| SECTION 014000 - QUALITY CONTROL | 13 |
| SECTION 014200 - REFERENCES | 15 |
| SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS | 19 |
| SECTION 017000 - EXECUTION REQUIREMENTS | 21 |
| SECTION 017320 - SELECTIVE DEMOLITION | 24 |
| SECTION 017700 - CLOSEOUT PROCEDURES | 27 |
| SECTION 221353 - FACILITY SEPTIC, PUMP TANKS, PIPE, PUMPS & DRAIN FIELD | 30 |
| SECTION 260500 - BASIC ELECTRICAL MATERIALS AND METHODS – WASTEWATER UTILITIES | 41 |
| SECTION 312000 - EARTH MOVING | 44 |
| SECTION 329200 - TURF AND GRASSES | 50 |
J.W. Toumey Nursery Wastewater System Replacement Specifications – 5-22-2019-RJS 1
J.W. Toumey Nursery Wastewater System Replacement Specifications – 5-22-2019-RJS
SECTION 011000 – SUMMARY
PART 1 - GENERAL
| 1.1 | PROJECT IDENTIFICATION |
| A. | Project Name and Location: J. W. Toumey Nursery Wastewater System Replacement. Located in Watersemeet, Michigan in Gogebic County, on the Watersmeet Ranger District of the Ottawa National Forest. Address is E23985 Old US HWY 2 E, Watersmeet, MI 49969. Phone is 906-358-4523. GPS N 46.27145 and W 89.17276667. |
| B. | Project Summary Description: The project includes the replacement of the current wastewater system and the partial removal of the existing wastewater system. Work includes, but is not limited to, the following: |
| 1. | Mobilization to site. |
| 2. | Pump and remove two septic tanks, one lift station, control panel and junction box, vents/inspection ports and other appurtenances related to the existing wastewater systems. |
| 3. | Furnish and install one 1500/1000 gallon septic/pump tank complete with control panel, duplex pump system and associated electrical work. |
| 4. | Install 4 new bollards around lift station. |
| 5. | Install 2 new 4” PVC cleanouts. |
| 6. | Furnish and install approximately 125 feet of 4” PVC gravity sewer lines (some under existing asphalt pavement). |
| 7. | Furnish and install approximately 92 feet of 1.5” PVC force main by open trench. |
| 8. | Furnish and install one pressurized drain field with all associated piping, observation ports, access boxes, marker posts, etc. for a turn-key system. |
| 9. | Perform all site restoration. |
| 10. | Perform all system commissioning. |
| C. | Government or Owner refers to the USDA Forest Service. Contracting Officer (CO) refers to the person assigned by the USDA Forest Service to administer the Contract. Soon after Contract award, the Contracting Officer will designate a Contracting Officers Representative (COR). |
| 1.2 | REQUIREMENTS OF THE OFFER’S PROPOSAL |
| A. | The Government DRAWINGS and SPECIFICATIONS are the basis for this Contract. |
| B. | Those products listed in the SPECIFICATIONS are preferred products, chosen for compatibility, longevity, durability and quality. Equal or better alternatives submitted by the OFFERER will be considered, but must be approved by the CO/COR prior to use in the Project. Bidders are cautioned to bid the Project as designed, as assumed equal or better alternatives may not be accepted by the Government and the selected Contractor will be required to provide the Work as specified. |
PART 2 - PRODUCTS & PART 3 – EXECUTION (Not Applicable)
END OF SECTION 011000
SECTION 011400 - WORK RESTRICTIONS
This section consists of examples illustrating possible Section content. Revise sample paragraphs as required to suit project conditions, or delete Section if no specific work restrictions apply.
PART 1 - GENERAL
| 1.1 | RELATED DOCUMENTS |
| A. | Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. |
Usually delete following article if project is not located on a currently active Government site or in an occupied building.
1.2 CONTRACTOR USE OF PREMISES
Retain the following paragraph only if the Contracting Officer or the Contracting Officer's Representative intends to conduct a pre-construction survey with the Contractor.
A. The Government will conduct a pre-construction survey with the Contractor to review and document the existing project conditions prior to construction.
Retain one of the following two paragraphs as applicable. Revise as required for project conditions.
| B. | The Contractor shall perform all work without disruption to the J.W. Toumey Nursery Operations. The nursery is open year round and is an active working nursery. The Contractor shall develop and submit a schedule to the COR describing in detail how and when they will do the work to minimize the time the Nursery will be without a working septic. The intent of the Government is to have the contractor install the new septic system complete except for gravity sewer line work prior to removing the old septic system. No work is permitted without written authorization on Government Holidays or weekends. |
| C. | The Contractor shall limit use of the premises to the work in areas indicated. |
Retain the following subparagraphs that apply. Revise as required to suit project conditions.
| 1. | Confine operations at the site to areas indicated. Do not disturb portions of the site beyond the areas in which Work is indicated. |
| 2. | Schedule deliveries to minimize on-site storage of material and equipment. |
| 3. | Repair damage caused by construction operations. Take precautions to protect the public and Government employees during the construction period. |
Retain one of the two following subparagraphs, or delete if storage space is shown on the drawings.
| 4. | Limited space on the premises is available for the Contractor's storage and related activities, and will be identified by the Government as needed. |
| 5. | Existing materials and equipment that are removed as part of the construction operations, and that are not reused or salvaged as Government property, shall become the property of the Contractor and shall be promptly removed from the site. |
Delete the following article if Government will not occupy the project until after construction.
1.3 GOVERNMENT OCCUPANCY
Retain one of the two following paragraphs as applicable. Revise as required for project conditions.
A. The Government and possibly the Public will occupy the site during the construction. Cooperate with the Government's representatives during construction operations to minimize conflicts and facilitate Government and Public usage. Perform the Work in a manner that does not interfere with the Government and Public’s operations.
Delete the following article if no restrictions will be placed on the Contractor's working hours.
The following sample paragraphs may be used to establish limitations and other requirements for working hours. Edit, revise or rewrite as appropriate for project conditions. If paragraph A is used, insert the hours of Government occupation for the existing facilities.
Retain the following two paragraphs if paragraph C above is used and some work is required to be performed outside occupied hours.
Add subparagraphs to list this work, usually involving excessive noise, dust or other disruptive activity, that must be performed after occupied hours. If necessary, add further limiting hours, such as for activities where the noise may be disruptive to nearby residences in the evening.
Revise time of advanced approval if other than 48 hours is required.
Add paragraphs as necessary to include any specific requirements, such as the following example for suspension of work (insert dates).
PART 2 - PRODUCTS (Not Applicable) & PART 3 - EXECUTION (Not Applicable)
END OF SECTION 011400
SECTION 012700 - MEASUREMENT AND PAYMENT
PART 1 - GENERAL
| 1.1 | SUMMARY |
| A. | This Section includes: |
| 1. | Description of work included under each pay item |
| 2. | Measurement and payment criteria applicable to the work performed. |
| 3. | Defect assessment and non-payment for rejected work. |
| 1.2 | AUTHORITY |
| A. | The Contracting Officer’s Representative (COR) will take all measurements and compute quantities accordingly. |
| 1.3 | MEASUREMENT OF QUANTITIES |
| A. | Linear Measurement: Measured by the linear dimension, (i.e. LF = lineal foot), at the item centerline or mean chord. Measurement will be made to the nearest given linear unit. |
| B. | Each (EA): Measured by the number of individual items of work completed. |
| C. | Lump Sum Quantities (LSQ): These quantities denote one complete unit of work as required by or described in the Contract, including all necessary materials, equipment, and labor to complete the job. They will not be measured. |
| D. | Actual Quantities (AQ): These quantities denote completed units of work, as described in the Contract, including all necessary materials, equipment, and labor, to complete the job. They will be measured in the field. |
| E. | Designed Quantities (DQ) - These quantities denote the final number of units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the quantity of units SHOWN in the SCHEDULE OF ITEMS may be authorized under any of the following conditions: |
| 1. | As a result of changes in the work authorized by the Contracting Officer. |
| 2. | As a result of the Contracting Officer determining that errors exist in the original design data used to determine designed quantities, which cause a pay item to change by 15 percent or more. |
| 3. | As a result of the Contractor submitting to the Contracting Officer a written request showing evidence of errors in the original design data used to determine design quantities that cause a pay item total to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error. |
| 1.4 | PAYMENT |
| A. | Payment Includes: Full compensation for all required labor, products, tools, equipment, plant, transportation, services, and incidentals; erection, application, or installation of an item of the Work; overhead and profit. |
| 1. | "Incidentals" are to be considered as an additional obligation to the other work required for the item(s). Incidental work is not payable directly, but is to be considered included in the contract price for the item(s) of work specified. |
| 2. | All work not specifically identified as a separate bid item is "Incidental". |
| B. | The accepted quantities will be paid for at the contract unit price for each item as shown in the Schedule of Items. |
| C. | Payment will not be made for any of the following: |
| 1. | Products or construction placed beyond the lines and levels of the required work. |
| 2. | Products or construction determined as unacceptable before or after placement. |
| 3. | Products wasted or disposed of in a manner that is not acceptable. |
| 4. | Products remaining on hand after completion of the Work. |
| 5. | Loading, hauling, and disposing of rejected products. |
| D. | DESCRIPTION OF ITEMS |
The following information describes what specific items of work are included in each bid item.
| 1. | MOBILIZATION |
| a. | Description of work: This work shall consist of preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work for the Project Work. The cost of premiums paid for performance and payment bonds are considered incidental to this item and will not be paid for separately. The maximum price bid for this mobilization may not exceed 10% of the total contract bid price. |
| b. | Measurement: Lump Sum (LSQ) |
| 2. | REMOVE EXISTING SEPTIC TANKS & LIFT STATION |
| a. | Description of work: This work shall consist of pumping all waste from the tanks and lift station by a licensed septic pumping company, the proper disposal of the waste, the complete removal of the septic tanks and lift station and the proper disposal of the material off of Government property. Removal of associated piping connecting tanks to other structures or other septic tanks and backfilling the open excavation is incidental to this pay item. Work shall also include removal of lift station control panel, junction box, posts, exposed wiring, vent pipes, observation pipes and any other accessory for the existing septic system. |
| b. | Measurement: Lump Sum (LSQ) |
| 3. | INSTALL NEW 1500/1000 GALLON SEPTIC/PUMP LIFT STATION |
| a. | Description of work: This work shall consist of shop drawings, furnishing and installing a new 1500/1000 gallon septic pump tank as a turn-key system and shall include all new equipment as shown in the specifications and drawings to include new control panel, connection to electrical panel, all electrical conduit and wiring, junction boxes, warning tape, excavation, bedding material, hatches, lids, risers, internal baffles, effluent filter with extension handle, signs, vent, pumps, rail systems, connections to the force mains, stainless steel lifting chain and attaching hardware, floats with weights, float support bracket, valves, pipe, fittings, pipe seals, backfilling, compacting, hauling away of excess material, and any other incidental that is required to provide a complete installation. This work shall also include the tank leak test and pump test to ensure there are no leaks and the pumps work as specified. |
| b. | Measurement: Lump Sum (LSQ) |
| 4. | NEW BOLLARDS |
| a. | Description of work: This work shall consist of the complete installation of bollards as shown on the prints. This shall include all excavation, form work, concrete, steel pipe, painting, etc. and all incidentals needed for a complete installation. |
| b. | Measurement: Lump Sum (EA) |
| 5. | NEW 4” CLEANOUTS |
| a. | Description of work: This work shall consist of furnishing and installing exterior clean outs as shown on the drawings. Work shall include all excavation, transition fittings, pipe, caps, backfill and any other incidental to provide a complete and functional clean out. |
| b. | Measurement: Lump Sum (EA) |
| 6. | NEW 4” GRAVITY SEWER LINE |
| a. | Description of work: This work shall consist of the complete installation of all 4” SCH 40 PVC gravity sewer pipe from the buildings to the septic tank inlet, including pavement saw cutting, trenching, bedding material, furnishing new pipe, transition fittings from existing building sewer to new sewer, tracer wire, warning tape, installation, joints, couplers, fittings, backfill, compacting, road gravel fill/patching and any other incidental that is required to provide a complete installation. |
| b. | Measurement: Lineal Foot (DQ) |
| 7. | NEW 1.5” FORCE MAIN TO DRAIN FIELD |
| a. | Description of work: This work shall consist of the complete installation of all 1.5” Sch 40 PVC pressure pipe, including trenching, bedding material, furnishing new pipe, installation, joints, couplers, fittings, backfill, compacting, marking tape and tracer wire, connection to the lift station, connection to the drain field manifold pipe at the first Tee, leak testing and any other incidental that is required to provide a complete installation. |
| b. | Measurement: Lineal Foot (DQ) |
| 8. | NEW DRAIN FIELD |
| a. | Description of work: This work shall consist of the complete construction of one (1) drain field as shown on the drawings. This item includes, but is not limited to, site preparation, furnishing and installing all marker posts, inspection ports, valves, access boxes, chambers, effluent distribution piping, orifice shields, zip ties, manifold piping, transition fittings, hauling away excess soil, final grading and any other incidental item needed to provide a turn-key drain field. Seeding of the drain fields is included in Site Restoration. |
| b. | Measurement: Each (LSQ) |
| 9. | SITE RESTORATION |
| a. | Description of work: This work shall consist of all final grading, seeding, mulching, site cleanup, patching of damaged pavement, removal of excess material and all other activities related to leaving the site in a condition equal to or better than the original condition. |
| b. | Measurement: Lump Sum Quantity (LSQ) |
| 10. | COMMISSIONING OF SYSTEM |
| a. | Description of work: This work shall consist of the complete demonstration and training of Forest Service personnel of the proper Operation and Maintenance of the new wastewater system using Contractor supplied Operation and Maintenance Manuals. |
| b. | Measurement: Lump Sum Quantity (LSQ) |
PART 2 - PRODUCTS & PART 3 – EXECUTION (Not Applicable)
END OF SECTION 012700
SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
| 1.1 | SUMMARY |
| A. | This section includes certain administrative provisions for managing and coordinating construction operations. |
Retain the following subparagraph only if utility work is included in the project
| 1.2 | GENERAL PROJECT COORDINATION |
| A. | Coordination of Trades: Coordinate construction operations to provide an efficient and orderly installation of each part of the Work. |
Retain the following article unless installation coordinations can be covered completely by shop drawing submittals only.
Usually retain one or both of the following paragraphs. Revise to suit project.
Add additional paragraphs to describe other coordination drawings required for the project.
| 1.3 | CONSERVATION |
| A. | Use best management practices for the conservation of energy, water and materials during construction operations. |
Retain the following two subparagraphs for large projects that warrant a high level of energy monitoring.
Retain the following two paragraphs with their subparagraphs if recycling is a requirement. Revise as necessary to suit project.
| 1.4 | SPILL AND EROSION CONTROL |
| A. | Spill and Erosion Control Plans: Develop plans to minimize erosion. Develop plans to provide for containment of hazardous materials and unplanned spills. |
| 1.5 | ADMINISTRATIVE AND SUPERVISORY PERSONNEL |
| A. | In addition to meeting the requirements of FAR 52.236-6 for an on-site Project Superintendent, the Contractor shall provide other administrative and supervisory personnel as required for performance of the Work. |
Retain the following paragraph with subparagraphs only for large complex projects. Revise to suit project.
In addition to the paragraph above, retain the following paragraph with subparagraphs only for large complex projects with extensive mechanical and electrical requirements. Revise to suit project. Delete shall be licensed to practice as a professional engineer in the location of the project, and" in the second sentence if this is not required.
Retain the following paragraph if the provisions for a Waste Management Plan are retained in this section.
Add any other specific coordinators required for the project.
Revise the following article, paragraphs and subparagraphs as necessary to suit project.
| 1.6 | CONFERENCES AND MEETINGS |
| A. | Pre-construction Conference: The Contracting Officer or Contracting Officer’s Representative will schedule a pre-construction conference before starting construction at a time and place agreeable and convenient to both the Contractor and Government and will review responsibilities and personnel assignments in accordance with FAR 52.236-6. |
Edit the following list as required. Add Construction Manager and other project personnel as appropriate.
Retain the following paragraphs with subparagraphs where the project work requires one or more preinstallation conferences. Revise to suit project.
| B. | Progress Meetings: Progress meetings at the Project Site shall be conducted at regular intervals. Dates of meetings shall be coordinated with preparation of the payment request in accordance with FAR 52.232-5. |
| 1. | Agenda: Include topics for discussion as appropriate to the status of the Project. Include review of the Contractor's Construction Schedule and of the present and future needs of each entity present. |
| 2. | Schedule Updating: If the progress of the work falls behind the approved Contractor’s Construction Schedule, the Contractor shall submit a supplementary schedule for approval by the Contracting Officer in accordance with FAR 52.236-15. |
Revise the following subparagraphs as necessary to suit project. Add any additional requirements.
Add subparagraphs as necessary to include any specific requirements of the project.
| 1.7 | SUBMITTALS |
| A. | Spill and Erosion Control Plans shall be submitted within 5 calendar days after Notice to Proceed. |
Retain the following paragraph if Waste Management is included in the project.
| B. | Staff Names: Within 5 calendar days after Notice to Proceed, submit a list of principal staff assignments, including the Superintendent and other primary personnel. Identify individuals by name, duties and responsibilities, home address, and business/cell and home (in case of emergencies after hours) telephone numbers. Post copies of this list in the temporary field office (if present). |
| C. | Construction Schedules shall be submitted as directed in FAR 52.236-15, Schedules for Construction. |
Retain the following paragraph if utility service interruptions article is retained. Revise to suit project.
PART 2 - PRODUCTS (Not applicable)
PART 3 - EXECUTION
| 3.1 | GENERAL COORDINATION PROVISIONS |
| A. | Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed. |
| B. | Construction in Progress: Keep construction in progress, adjoining materials in place, and clean during handling and installation. Apply protective enclosures or coverings for protection from damage or deterioration. |
| C. | Completed Construction: Clean completed construction and provide maintenance to prevent damage, soiling or other deterioration through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damage. |
| D. | Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period. |
END OF SECTION 013100
SECTION 013300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
| 1.1 | SUMMARY | |||||
| A. | This Section and FAR 52.236-21 include requirements for Shop Drawings, as defined by | FAR 52.236-21 and Designs. Shop drawings and Designs may include drawings, | specifications, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, | performance and test data furnished by the Contractor to explain in detail specific portions | of the work required by the Contract. | |
| B. | This section includes requirements for Samples. Samples may include mailed samples, field | samples or mock-ups of full-size physical examples erected on-site or elsewhere. | ||||
| C. | This section includes requirements for Product Data. Product Data includes manufacturer's standard catalogs, manuals, pamphlets and other printed materials, and includes but is not limited to the following: product specifications and installation instructions, color charts and catalog cuts, rough-in diagrams and templates, wiring diagrams, performance curves, operational range diagrams, mill reports, test reports, shop drawings and code approvals. | |||||
| D. | This section includes other quality assurance submittals such as certifications of compliance | or conformance, manufacturer's instructions and field reports, and mix designs. | ||||
| 1.2 | GENERAL SUBMITTAL REQUIREMENTS | |||||
| A. | Coordination: Coordinate preparation and processing of submittals with performance of | construction activities and with the schedule. | ||||
| 1. | Allow 15 calendar days each for submittal review, corrections following the initial review and re-submittal review before activities scheduled after the submittal approval. | |||||
| 2. | Incomplete submittals will be returned to the Contractor with no further review. Delays due to incomplete or rejected submittals will not be excused, with no compensation in the form of monetary or time being provided to the Contractor. | |||||
| 3. | When the Contractor desires to submit for approval a product for an “approved equal”, the Contractor MUST provide documentation of the original specified product and the Contractor proposed product in a side-by-side comparison, such as a table, which clearly demonstrates the Contractor proposed product meets or exceeds the originally specified product. If this comparison is not done the first time it is submitted, the proposed product will be rejected AND THE CONTRACTOR WILL HAVE TO PROVIDE THE SPECIFIED PRODUCT. THE GOVERNMENT WILL NOT REVIEW A SECOND PROPOSAL SUBMITTAL. | |||||
| 4. | Submittal Transmittal: Transmit each submittal from the Contractor to the Government by use of one transmittal form per submittal. Transmittal format to be approved by CO, and shall include the following information on the transmittal form. | |||||
| a. | Project name and Forest Service contract number. | |||||
| b. | Date. | |||||
| c. | Name, address and telephone number of firm or entity that prepared the submittal | |||||
| d. | Names of subcontractor, manufacturer, supplier, etc. as applicable. | |||||
| e. | Category and description of submittal. | |||||
| f. | Section of Specifications or Drawing sheet number the Submittal is representing. | |||||
| g. | Certification by Contractor stating that submittal complies with the Contract, or statement of deviations from the requirements of the Contract. | |||||
| h. | Signature of transmitter. | |||||
| i. | Space to record Contractor's review and approval markings, and for Government response. | |||||
| B. | Submit 3 hardcopies of each submittal to the COR for review unless otherwise stated. One | copy will be returned to the Contractor and two copies will be retained, one for the COR and | one for the Inspector. | |||
| 1.3 | SHOP DRAWINGS AND DESIGNS | |||||
| A. | Submit originally prepared information, drawn accurately to scale. | |||||
| B. | Submittals: Submit three blue-line or black-line prints of each drawing submittal. One print | will be marked with action taken and returned. Distribution: When submittal is approved, | the Contractor shall prepare and submit three final copies. | |||
| C. | Shop drawings shall be done in AutoCAD format. Upon final approval the drawings shall be sent on a thumb drive or via email to the COR. | |||||
| D. | Specifications shall be done in Microsoft Word format and a copy sent on a thumb drive or via email to the COR. | |||||
| 1.4 | PRODUCT DATA | |||||
| A. | Collect Product Data into a single submittal for each system or element of construction. Mark each copy to show specific product choices and options applicable to the project. Product sheets that do not include identification of which product is being provided will be rejected. | Product Data shall include the following information, where applicable: | ||||
| 1. | Manufacturer's printed recommendations. | |||||
| 2. | Compliance with recognized trade association standards. | |||||
| 3. | Compliance with recognized testing standards. | |||||
| 4. | Applicability of testing agency labels and seals. | |||||
| 5. | Notation of dimensions verified for fit by field measurements. | |||||
| 6. | Notation of coordination requirements. | |||||
| B. | Preliminary Submittal: Prior to submittal of complete Product Data, submit a preliminary | single copy of that part of Product Data when selection of options is required, such as for | color charts. Preliminary submittal will be returned, with selection noted, for the | Contractor's use in subsequent submittals. | ||
| C. | Submittals: Unless otherwise indicated, submit 3 copies of each Product Data submittal. Two copies will be retained, and the remaining copy will be marked with action taken and returned. | |||||
| D. | Material and Product substitution shall be in accordance with FAR 52.211-6 and Section 013300-1.2.A.3. | |||||
| 1.5 | SAMPLES | |||||
| A. | Submit full-size, fully fabricated samples, cured and finished in the manner specified. | Samples shall be physically identical to the material or product proposed for use. | ||||
| B. | Preliminary Submittal: Where color, pattern, texture or similar characteristics are to be | selected from a manufacturer's range of standard choices, submit a preliminary single set | sample of available choices when required by the CO. |
Edit numbers of copies in the following two paragraphs and subparagraphs, if required to suit project.
| 1.6 | OTHER QUALITY ASSURANCE SUBMITTALS | |||
| A. | Submit other quality assurance submittals in compliance with requirements in the individual | specification sections. | ||
| 1.7 | REVIEW ACTION ON SUBMITTALS | |||
| A. | Except for submittals for the record or for information or for another purpose where no | action and return is required, the Government will review submittals and mark returned | copies to indicate action taken within a maximum time period of 15 calendar days. | |
| B. | Submittals that do not contain an appropriate marking of approval by the Government shall | not be used for construction. |
PART 2 - PRODUCTS (Not applicable) PART 3 - EXECUTION (Not applicable)
END OF SECTION 013300
SECTION 014000 - QUALITY CONTROL
PART 1 - GENERAL
| 1.1 | SUMMARY |
| A. | This section, FAR 52.246-1 and FAR 52.246-12 include requirements for quality control services to verify quality assurance requirements specified elsewhere in the Contract. |
Retain the following subparagraph if one or more test, inspection or other quality control service can not be logically included in only one technical section that specifies the related construction activities, and Division 1 Section "System Quality Assurance" is included for this purpose. Otherwise, delete the subparagraph.
| B. | The Government reserves the right to conduct independent tests. |
| C. | This section includes requirements for quality control services such as soil density compaction, tank water tightness tests, sewer line pressure tests and bedding and sand gradation tests per MDOT. |
| D. | The quality control services include tests and related actions, including reports, performed by the Contractor, independent agencies or governing authorities. |
4. Requirements for the Contractor to provide quality control services required by the Contracting Officer or authorities having jurisdiction are not limited by the provisions of this section.
| 1.2 | RESPONSIBILITIES |
| A. | Contractor Responsibilities: The Contractor shall provide for tests, inspections and other quality control services where specified in the Contract or when required by authorities having jurisdiction. Costs for these services are included in the Contract price. The Contractor shall maintain complete inspection records and make them available to the Government. |
| B. | The Contractor is responsible for all survey work associated with this project unless specified elsewhere. |
| C. | The Contractor shall employ and pay for a qualified independent testing agency (Agency) to perform the quality control services. |
Retain the following paragraph only if the Government will provide some of the testing. Otherwise, delete the paragraph.
| D. | Retesting: The Contractor is responsible for retesting, including repeated inspections and other services, where results of the initial tests, inspections or other quality control services indicate noncompliance with the requirements of the Contract. |
| E. | Associated Services: The Contractor shall cooperate with others performing required tests, inspections and other quality control services, shall provide access to the work, and shall furnish incidental labor and facilities necessary to facilitate inspections and tests. |
| F. | Take adequate quantities of representative samples of materials that require testing or assist the Agency in taking samples. |
| 1. | Deliver samples to testing laboratories. |
| 2. | Provide security and protection of samples and test equipment at the Project site. |
| G. | The Agency shall provide qualified personnel to perform required inspections and tests. |
| H. | The Agency shall notify the Government and the Contractor of irregularities or deficiencies observed in the Work during performance of their services. |
| I. | The Agency is not authorized to change requirements of the Contract or approve or accept any portion of the Work. The Agency shall not perform any duties of the Contractor. |
| 1.3 | QUALIFICATIONS OF INDEPENDENT TESTING AGENCIES |
| A. | A qualified independent testing Agency shall be an accredited entity engaged to perform tests or inspections, and to report on and, if required, to interpret results of those tests or inspections. |
| 1.4 | SUBMITTALS |
| A. | Reports: The Contractor shall submit a certified written report, in duplicate, of each test, inspection or other quality control service to the Government. |
| B. | Written reports shall include but not be limited to the following: |
| 1. | Date of issue. |
| 2. | Project title and number. |
| 3. | Name, address, and telephone number of testing agency. |
| 4. | Dates and locations of samples and tests or inspections. |
| 5. | Names of individuals making the test or inspection. |
| 6. | Designation of the work and test method. |
| 7. | Identifications of product and specification section. |
| 8. | Complete test or inspection data. |
| 9. | Test results and an interpretation of test results. |
| 10. | Ambient conditions at the time of sample taking and testing. |
| 11. | Comments or professional opinion on whether tested or inspected Work complies with Contract Document requirements. |
| 12. | Name and signature of laboratory inspector. |
| 13. | Recommendations on retesting. |
| C. | Permits, Licenses, and Certificates: For the Government's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. |
PART 2 - PRODUCTS (Not applicable) PART 3 - EXECUTION (Not applicable)
END OF SECTION 014000
SECTION 014200 - REFERENCES
PART 1 - GENERAL
| 1.1 | DEFINITIONS |
| A. | General Explanation: Specification language often includes terms that are defined elsewhere in the Contract including the Construction Clauses. Certain terms are defined in this section. These definitions or explanations are not necessarily complete or exclusive, but are general for the Work and may be explained more explicitly in other sections. |
| B. | "General Conditions" refer collectively to the Construction Contract Clauses, Labor Standards and the U.S. Department of Labor Wage Decision bound into the specifications. |
| C. | "Indicated" refers to graphic representations, notes or schedules on the Drawings, or to requirements elsewhere in the Specifications or other Contract Documents. Terms such as "shown", "noted", "scheduled" and "specified" have the same meaning as "indicated" and are used to further help locate the reference, but no limitation on location is intended except as specifically stated. |
| D. | Where "directed", "authorized", "selected", "approved", or a similar term is used in conjunction with the Contractor's submittals, applications, requests and other activities, and the specifications state that an individual other than the Contracting Officer (CO) shall provide this action, it is understood that only the CO has this authority unless the individual stated is so authorized in writing by the CO. |
| 1. | When the individual is so authorized by the CO, the Contractor may still appeal the action to the CO. |
| 2. | The CO’s decision will be final. |
| 3. | In no case shall the CO action be interpreted as releasing the Contractor from responsibility to fulfill the requirements of the Contract. |
| E. | "Regulations" include laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, as well as rules, conventions and agreements within the construction industry that control performance of the Work. |
| F. | "Project site" refers to the space available to the Contractor for performance of the Work, either exclusively or in conjunction with others performing other work. |
| G. | "Furnish" means to supply and deliver to the Project site, ready for unloading, unpacking, assembling, installation and similar operations. |
| H. | "Install" describes operations at the Project site, including unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations. |
| I. | "Provide" means to furnish and install, complete in place and ready for full use. |
| J. | "Cutting" refers to removal of material by cutting, sawing, drilling, , coring, breaking, chipping, grinding, excavating and similar operations. |
| K. | "Patching" refers to restoration of a surface to its original completed condition by filling, repairing, refinishing, closing and similar operations. |
| L. | "Installer" is the Contractor or another entity engaged by the Contractor, either directly or indirectly through subcontracting, to perform a particular construction operation at the Project site, including installation, erection, application and similar operations. Installers shall be skilled in the operations they perform. |
| M. | "Testing agency" or "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project site or elsewhere, and to report the results of those inspections and tests. |
Retain one of the two following paragraphs.
Retain one or both of the following two paragraphs only if the terms are used elsewhere in the specifications. Revise as required to suit the project.
| N. | "Notice to Proceed" is the CO’s notification by letter to the Contractor to proceed with the Contract, activating the time period for construction and establishing the completion date. |
| 1.2 | CODES AND STANDARDS |
| A. | Applicability of Standards: Unless the Contract includes more stringent requirements, applicable construction industry standards have the same force and effect, to the extent referenced, as if bound or copied directly into the Contract. Such standards are made a part of the Contract by reference. |
| B. | Codes: The Work shall be performed in compliance with the latest editions of the following codes: IMC, NEC, IBC and IPC. |
| C. | All septic work shall generally comply with the Michigan Criteria for On-Site Wastewater Treatment 2011. No septic permits are required for this project as it is on Federal Property. However, the design has followed the references for all practical purposes along with other industry standard practices and more stringent codes. Any proposed deviations must be submitted to the CO who will discuss with the design engineer. The design engineer has the final word as to if a design change will be allowed. |
| D. | The Contractor shall comply with the Forest Service Health and Safety Code Handbook, FSH 6709.11 available at http://www.fs.fed.us/im/directives/fsh/6709.11/FSH6709.pdf. |
| E. | Conflicting Requirements. Where compliance with two or more standards is specified, comply with the most stringent requirement. Refer uncertainties, and requirements that are different but apparently equal, to the CO in writing for a decision before proceeding. |
Retain one of the two following paragraphs, including the subparagraphs with the first paragraph and the list with the second paragraph. Both options have risks. The first paragraph relies on the Contractor, subcontractors, manufacturers and others doing work knowing or finding the correct names for each abbreviation when the names are not also included in the sections where referenced. The second paragraph requires careful editing of the list to include the correct abbreviations and associated names referenced elsewhere in the specifications, to avoid misunderstandings.
| F. | Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the recognized name of a trade association, standards-producing organization, authority having jurisdiction or other entity applicable to the context of the particular provision. Except as otherwise indicated, refer to the current editions of the following publications for abbreviations: |
| 1. | "Encyclopedia of Associations: National Organizations of the U.S.", published by Gale Research. |
| 2. | "National Trade and Professional Associations of the United States", published by Columbia Books. |
| 3. | "Means Illustrated Construction Dictionary - New Unabridged Edition" published by R.S. Means Company, Inc. |
| G. | Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the associated names. The following names may be referenced in the Contract: |
Retain the following abbreviations that are used elsewhere in the specifications. For each abbreviation that corresponds to two different names (such as AIA, APA, CTI, HI, MFMA, MIA, NAAMM, NFPA, SDI and TPI), delete the name that is not referenced elsewhere in the specifications, if applicable; or change one of the abbreviations here and in the sections where used; or include the correct associated name in parenthesis after the first use of the abbreviation in each section where referenced; or add "(when referenced in Division _____ Section "____________________.")" after each duplicate abbreviation and its associated name in the list to clarify where it applies. Add any other abbreviations with associated names, referenced elsewhere in the specifications, to the list.
| 1. | AASHTO - American Association of State Highway and Transportation |
| 2. | ACI - American Concrete Institute |
| 3. | ADA – American’s with Disabilities Act |
| 4. | ADAAG – Americans with Disabilities Act Accessibility Guidelines |
| 5. | AI - Asphalt Institute |
| 6. | AISC - American Institute of Steel Construction |
| 7. | AITC - American Institute of Timber Construction |
| 8. | ALSC – American Lumber Standard Committee |
| 9. | ANSI - American National Standards Institute |
| 10. | ASME – American Society of Mechanical Engineers International |
| 11. | ASTM - American Society for Testing and Materials |
| 12. | AWPA - American Wood-Preservers' Association |
| 13. | AWS - American Welding Society |
| 14. | AWWA - American Water Works Association |
| 15. | CABO - Council of American Building Officials |
| 16. | CFR - Code of Federal Regulations |
| 17. | CRSI - Concrete Reinforcing Steel Institute |
| 18. | CS - Commercial Standard (U.S. Dept. of Commerce) |
| 19. | CSI - Construction Specifications Institute |
| 20. | DOT – Department of Transportation |
| 21. | EIA - Electronic Industries Association |
| 22. | EPA - Environmental Protection Agency |
| 23. | FS - Federal Specification (Publications available from GSA) |
| 24. | GSA - General Services Administration |
| 25. | IBC – International Building Code |
| 26. | IFC – International Fire Code |
| 27. | IPC – International Plumbing Code |
| 28. | ICBO – International Conference of Building Officials |
| 29. | MCAA – Mechanical Contractors Association of America |
| 30. | MSS-Manufacturers Standardization Society of the Valve and Fittings Industry Inc. |
| 31. | NECA – National Electrical Contractors Association |
| 32. | NEMA - National Electrical Manufacturers Association |
| 33. | NEC – National Electrical Code |
| 34. | NFPA - National Fire Protection Association |
| 35. | OSHA - Occupational Safety and Health Administration (U.S. Dept. of Labor) |
| 36. | PCA - Portland Cement Association |
| 37. | SSPC - Steel Structures Painting Council - The Society for Protective Coatings |
| 38. | UFAS – Uniform Federal Accessibility Standards |
| 39. | UL - Underwriters Laboratories Inc. |
| 40. | IMC – International Mechanical Code |
| 41. | IPC – International Plumbing Code |
| 42. | USDA - U.S. Department of Agriculture |
PART 2 - PRODUCTS (Not applicable) PART 3 - EXECUTION (Not applicable)
END OF SECTION 014200
SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
| 1.1 | SUMMARY |
| A. | Provide temporary utilities, support facilities, sanitary facilities, protection, and controls required for construction activities in accordance with this specification and FAR 52.236-10. Provide project work signs and secured areas to direct safe construction operations. The J.W. Toumey Nursery is a very busy location. The Contractor will be required to provide proper barricades, safety signs, etc. to control their work and shall work closely with the COR to provide a safe and efficient work site. The COR will keep the Contractor informed of any unusual activities that may impact certain aspects of work. It is imperative the Contractor provide an accurate Work Schedule to the COR and shall update it whenever the current Work Schedule is not accurate. |
| 1.2 | QUALITY ASSURANCE |
| A. | Comply with industry standards, codes, and with applicable laws and regulations. |
PART 2 - PRODUCTS (Not Applicable) Add additional paragraphs for other temporary materials with specific requirements for the project.
PART 3 - EXECUTION
3.1 TEMPORARY UTILITIES
Retain, delete, modify and add to the following paragraphs and subparagraphs of this article to suit project.
A. Temporary Utility Services: Provide as needed to keep normal site operations from being interrupted. Electricity and water will be available at the job site for the Contractor to use appropriately. Excessive use will not be allowed. Provide a self-contained toilet(s) on site for use by the Contractor. Existing septic system will not be used by the Contractor.
Retain the following sub-subparagraph where required by authorities for health and safety purposes.
Retain one of the two following paragraphs. Use first paragraph where project includes sufficient sitework that could accommodate drainage ditches or stabilization ponds. Use second paragraph for other projects. Edit if necessary.
Retain the following subparagraphs with either paragraph above. Edit to suit project.
Retain the following paragraph for projects with sitework that includes excavation and subgrade construction. Edit if required.
Add paragraphs if project includes requirements for other temporary utilities.
3.2 TEMPORARY SUPPORT FACILITIES
Retain, delete, modify and add to the following paragraphs and subparagraphs of this article to suit project.
Retain the following paragraph if project involves temporary paving. Edit to suit project.
Retain the following subparagraphs that apply to project. Edit to suit project.
Add subparagraphs for any additional temporary paving requirements.
Retain the following paragraph for projects with sitework that includes excavation and subgrade construction.
A. Provide temporary enclosures for protection of construction as needed. Collect waste from construction areas and elsewhere daily.
Add subparagraphs for other disposal requirements of the project, if any.
Retain the following paragraphs if applicable for project.
Add additional paragraphs for special support facilities applicable to the project, if any.
| 3.3 | TEMPORARY PROTECTION FACILITIES |
| A. | Barricades, Warning Signs, and Lights: Comply with standards OSHA and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard involved. Where appropriate and needed, provide lighting, including flashing red or amber lights. |
Add additional paragraphs for any other special protection facilities.
| 3.4 | OPERATION, TERMINATION, AND REMOVAL |
| A. | Maintain facilities in good operating condition until removal. Each temporary facility shall be removed when need for it has ended. |
Retain the following subparagraph if temporary paving is required. Edit for project.
END OF SECTION 015000
SECTION 017000 - EXECUTION REQUIREMENTS
PART 1 - GENERAL
| 1.1 | SUMMARY |
| A. | This section, FAR 52.236-5, FAR 52.236-12 and FAR 52.236-17 include certain general procedural requirements governing the Contractor's execution of the Work, including, but not limited to laying out the Work, general installation of products, correction of defective Work, and cleaning. |
| 1.2 | QUALITY ASSURANCE |
Retain the following paragraph if project involves extensive sitework and requires a land surveyor.
| A. | Workmanship Standards: Initiate and maintain procedures to ensure personnel performing the Work are skilled and knowledgeable in the methods and craftsmanship needed to produce the required levels of workmanship. Remove and replace Work that does not comply with workmanship specified and standards recognized in the construction industry for the applications indicated. Remove and replace Work damaged or deteriorated by faulty workmanship or replacement of other Work. |
| B. | Manufacturer's Instructions: Where installations include manufactured products, comply with manufacturer's applicable installation instructions and recommendations to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in the Contract. The Contracting Officer’s Representative shall be immediately notified of conflicts between manufacturer’s instructions and the Contract. |
| C. | Minimum Quality and Quantity: The quality level or quantity shown or specified shall be the minimum required for the Work. Except as otherwise indicated, the Work shall comply exactly with that minimum or may be superior to that minimum. Specified numeric values are either minimums or maximums as indicated or as appropriate for the context of the requirements. |
| D. | Septic field installation must be performed by a State of Michigan licensed contractor. No septic permit is required as this is on Federal Property. As Michigan does not have a State wide septic installer registration program, the septic installer must have at least 5 years of proven experience of installing lift stations, septic tanks and pressure distributions systems of similar or larger scale as this project. The Contractor must provide with their bid a minimum of 5 projects with valid contact information including name of project, dollar amount, location, short description of the project and name & phone number of contact person/owner. |
| E. | Electrical work must be performed by a State of Michigan licensed electrician. An electric permit is required. |
| F. | Septic pumping must be by a State of Michigan licensed septic hauler. |
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
Retain the following article if project involves sitework.
3.1 LAYING OUT THE WORK
Retain the following five paragraphs and associated subparagraphs if project requires land survey work.
| A. | Before proceeding to lay out the Work, verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered notify the Contracting Officer's Representative promptly. |
| B. | Maintain existing benchmarks at the sites as indicated on the Drawings or replace at new locations. |
Retain the following paragraph with subparagraphs if project involves site utilities.
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