Attachment_A_-_Specifications.pdf

SECTION C – TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS

SPECIAL PROVISIONS

Section No. Document No. Pages

SP SPECIAL PROVISIONS 1-4

TECHNICAL SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

01000 GENERAL REQUIREMENTS 1-7

01010 SUMMARY OF WORK 1-2

01025 MEASUREMENT AND PAYMENT 1-10

01050 FIELD ENGINEERING 1

01300 SUBMITTALS 1-2

01420 REFERENCES 1-2

01430 QUALITY ASSURANCE 1-2

01500 CONSTRUCTION FACILITIES AND TEMPORARY

CONTROLS 1-3

01600 MATERIAL AND EQUIPMENT 1-3

01770 CLOSEOUT PROCEDURES 1-2

01780 CLOSEOUT SUBMITTALS 1-2

01785 OPERATION AND MAINTENANCE MANUAL 1-2

DIVISION 2 – SITE WORK

02230 SITE CLEARING 1-3

02300 EARTHWORK 1-13

02301 UNSUITABLE SOILS/EXCAVATION BELOW SUBGRADE 1

02310 GRADING 1

02312 SOIL EROSION AND SEDIMENTATION CONTROL 1-7

02313 TEMPORARY EROSION AND SEDIMENT CONTROL

CONTROL 1-3

02315 EXCAVATION, TRENCHING AND BACKFILL 1-4

02316 ROCK REMOVAL 1-4

02317 SPECIAL BACKFILL 1-2

02401 DIRECTIONAL DRILLING 1-6

02514 TESTING OF WATER DISTRIBUTION SYSTEM 1-3

02516 DISINFECTION OF WATER DISTRIBUTION SYSTEM 1-3

02517 DISINFECTION OF WATER STORAGE TANKS 1-3

02530 SANITARY SEWER 1-4

02531 INTAKE MANIFOLD 1-3

02532 SANITARY SEWER SERVICE LINES 1-5

02538 SEWAGE FORCE MAIN 1-6

02539 PUMPING SYSTEMS, FORCE MAINS & SEPTIC TANKS 1-6

02951 RESTORATION 1-7

DIVISION 3 – CONCRETE

03001 CONCRETE 1-6

03200 CONCRETE REINFORCEMENT 1-3

DIVISION 4 – MASONRY

04100 MORTAR AND MASONRY GROUT 1-4

04300 UNIT MASONRY SYSTEM 1-7

DIVISION 6 – WOOD & PLASTICS

06112 FRAMING AND SHEATHING 1-3

06193 PLATE CONNECTED WOOD TRUSSES 1-3

DIVISION 7 – THERMAL & MOISTURE PROTECTION

07212 BOARD INSULATION 1-3

07216 BATT INSULATION 1-4

07311 ASPHALT SHINGLES 1-4

07464 VINYL SIDING 1-5

07465 PRE-FORMED METAL SOFFIT AND FASCIA 1-3

07620 SHEET METAL FLASHING AND TRIM 1-4

07900 JOINT SEALERS 1-4

DIVISION 8 – DOORS & WINDOWS

08111 STANDARD STEEL DOORS 1-3

08112 STANDARD STEEL FRAMES 1-3

08712 DOOR HARDWARE 1-4

DIVISION 9 – FINISHES

09600 HIGH PERFORMANCE COATINGS 1-4

09770 COMPOSITE STRUCTURAL SANITARY PANELS 1-4

09900 PAINTING 1-7

DIVISION 10 – SPECIALTIES

10200 LOUVERS, EXHAUST FANS AND HEATERS 1-4

DIVISION 11 – EQUIPMENT

11005 TREATMENT SYSTEM EQUIPMENT 1-13

DIVISION 15 – MECHANICAL

15010 GENERAL MECHANICAL PROVISIONS 1-2

15050 BASIC MECHANICAL MATERIALS AND METHODS 1-10

15400 PLUMBING 1-8

DIVISION 16 – ELECTRICAL

16010 BASIC ELECTRICAL REQUIREMENTS 1-2

16111 CONDUIT 1-3

16120 WIRE AND CABLE 1-3

16130 BOXES 1-2

16141 WIRING DEVICES 1-3

16190 SUPPORTING DEVICES 1-2

16195 ELECTRICAL IDENTIFICATION 1-2

16420 SERVICE ENTRANCE 1-2

16425 ELECTRIC DISTRIBUTION 1-6

16450 GROUNDING AND BONDING 1-5

SPECIAL PROVISIONS

The following Special Provisions shall supplement, change, delete, and/or otherwise modify other portions of the Contract Documents as indicated herein. These Special Provisions shall supersede other portions of the Contract Documents when in conflict.

1. Dewatering of the work area shall be incidental to the individual work items requiring dewatering work.

2. Clearing and grubbing and removal and disposal of excess or unsuitable trench excavated material will be considered incidental to the project.

3. The successful Bidder may be required to adjust the scope of the project by Change Order to match the available funding for the project.

4. Maintaining Access and Roadways

The Contractor shall maintain, at all times, access for residents and emergency vehicles. This may require temporary grading and gravel placement. The cost of this work shall be considered incidental to the project.

The Contractor shall utilize methods to protect existing gravel and paved roadways from damage during all construction activities. The Contractor’s equipment shall not damage existing roadways. Excavated materials and stockpiles shall not damage existing roadways. The Contractor shall not place stockpiles or excess materials on any roadway. The Contractor shall restore all roadway surfaces to pre-construction condition at their own expense after construction. Final payments will not be made until the U.S. Forest Service approves restoration of all roads impacted by construction activities.

All costs associated with this maintenance work shall be included in the associated bid items.

5. The Contractor will be responsible for coordinating their activities and addressing any conflicts with regard to existing utilities including notifications, bracing, shoring and utility relocations that may be required to complete the work. The costs for utility coordination shall be considered as incidental and included in the price for other items of work.

6. Unit Prices and Scheduled Quantities

The quantities listed in the Bid Schedule requiring field measurements for payment purposes are engineering estimates and field conditions will likely cause some variance from scheduled quantities. Payments for specific items shall be in strict conformance with the “Measurement and Payment” section. All “left over” materials, purchased by the Contractor, shall be the property of the Contractor and the Owner shall not be responsible for any associated charges.

1 Special Provisions

7. Excess Spoils

It is expected that project construction will yield excess excavated soil material.

The Contractor shall be responsible for all arrangements and costs involved with removing excess excavated material from the site and proper disposal.

8. Road Weight Restrictions

Contractor shall abide by weight restrictions as set by the County. This item will be discussed at the pre-bid meeting.

If there are damages to the roads due to hauling during the posted weight restrictions, the Contractor shall repair the associated damages at no cost to the U.S. Forest Service. The U.S. Forest Service shall review the condition of the roadways that the Contractor plans to use before and after the construction of the project.

9. Pipe Removal and Abandoning

Pipe Removal and Abandoning shall be by Section 203 of the current MDOT Standard Specifications for Construction. Abandoning and removal of pipes with diameters less than 12 inches shall be considered incidental to the installation of the adjacent new work.

10. Electrical Service Connection and Control Panel

Electrical service, control panel installation and associated work shall be incidental to Septic Tank and Pump Chamber bid item.

11. Survey Staking

The Contractor shall be responsible for all survey work associated with this

12. Building Demolition

The U.S. Forest Service shall be given the opportunity to remove any pumps, piping, controls, tanks, electrical components or other materials inside of the building before the Contractor begins demolition.

The Contractor shall arrange with the Electrical Contractor to protect electric service wiring prior to demolition. The Contractor shall raze the existing pump building and the attached antenna (smaller of the two antennas) including concrete and piping removal to the nearby concrete storage tank.

Contractor shall dispose of all building demolition materials at a licensed landfill or at the Gogebic Range Solid Waste Transfer Station.

2 Special Provisions

The Contractor shall file a Notice of Intent to renovate/demolish form with the MDEQ prior to beginning work on razing structures.

13. The Contractor shall be responsible for performing on site Storm Water inspections for construction activities in accordance with MDEQ regulations. This shall include providing a Certified Stormwater Operator to perform required inspections. All costs associated with these inspections shall be considered incidental to other items of work and shall not be paid for separately.

14. All Concrete shall be a minimum of 4,000 psi compressive strength at 28 days.

15. Well abandonment shall be performed in accordance with Michigan State code R325.1663, Rule 163. In addition, the existing well casing shall be removed to a depth of 4 feet below final grade. Well abandonment work shall be completed when USFS inspectors are present on the site.

16. Provide and install HDPE conduit in accordance with section 819 and 918 of the current Michigan Standard Specification for Construction for smooth wall coilable schedule 40 PE conduit.

17. The Owner reserves the right to any salvaged equipment and materials destined to be removed or made obsolete by the project.

18. Erosion control shall be implemented and maintained in accordance with the “Michigan Construction Site Best Management Practice Handbook,” the specifications and all permits.

19. All electrical work shall be done in accordance with National Electric Code (most recent addition), Michigan State Code, and all applicable laws and regulations.

The cost for complying with these requirements shall be considered incidental to related items of work and no specific payment shall be made in this regard.

20. The Contractor shall be responsible for all costs incurred for testing required in the specifications. This includes testing completed by the Contractor or subcontractor and all subcontracted testing services.

21. Existing Lake Intake Manhole Demolition

This work shall consist of removal of all electrical, mechanical and plumbing material and manhole demolition to a minimum of 4 feet below the surface.

Concrete manhole shall be demolished in place or removed from the site. Fill manhole to surface with native material or MDOT Type II sand.

22. The Contractor is required to disinfect and test the entire water system in addition to the water system components installed. Disinfection and testing requirements are located in Section 02516 – Disinfection of Water Distribution System.

3 Special Provisions

23. The Contractor is to schedule their work to ensure the following work is complete prior to May 1, 2016:

a. Wastewater System Items #1, #3 - #5, #7 – #14 and the removal of the lift station at the RV dump station (part of Wastewater System Item #2).

b. Water Treatment System Items #12, #13 and the water line extensions to the new vault toilets.

24. The Contractor is to schedule their work to ensure Wastewater System Item #6 is complete no later than August 31, 2015.

25. Water Quality Testing

Contractor shall conduct water quality testing and analyze the water for the primary and secondary drinking water contaminants listed below. Water sampling and analytical testing shall be in accordance with Michigan Safe Drinking Water Act 1976 PA 399, Administrative Rules for Supplying Water to the Public R325.10101 to R325.12820. Written test results shall be given to the COR for the drinking water system, clearly indicating the testing laboratory, date of sampling and testing, water system name, test results, MCLs, and if the test results exceed the MCL. The list of Primary & Secondary Contaminants are:

Primary and Secondary Contaminants

Primary Contaminants Secondary Contaminants Antimony Aluminum Arsenic Chloride Asbestos Color Barium Corrosivity Beryllium Foaming Agents Cadmium Iron Chromium Manganese Copper Odor Cyanide pH Fluoride Silver Lead Sulfate Mercury Total Dissolved Solids Nitrate Zinc Nitrite Selenium Thallium Turbidity

END OF SECTION

4 Special Provisions

SECTION 01000

GENERAL REQUIREMENTS

1.01 STANDARD REFERENCES AND ABBREVIATIONS

When reference is made to specifications, standards, or recommendations of standards of any technical society, association, governmental agency, etc., it is understood and agreed that such specifications or standards are to be of the latest edition, unless otherwise identified, and that the materials, methods, assemblies, practices, etc., referenced therein shall be considered a part of these Specifications.

The following listed letters or abbreviations shall be interpreted as indicated:

ACI - American Concrete Institute AGA - American Gas Association AGMA - American Gas Manufacturers Association AISC - American Institute of Steel Construction AISI - American Iron and Steel Institute ANSI - American National Standards Institute ASA - American Standards Association ASHRAE - American Society of Heating, Refrigeration and Air Conditioning

Engineers ASME - American Society of Mechanical Engineers ASTM - American Society for Testing Materials AWS - American Welding Society AWWA - American Water Works Association BHMA - Builders Hardware Manufacturers Association CO - Contracting Officer COR - Contracting Officer’s Representative CRSI - Concrete Reinforcing Steel Institute CSA - Canadian Standards Association CSI - Construction Specifications Institute FAA - Federal Aviation Administration FM - Factory Mutual Engineering Corporation FS - U.S. Forest Service IBC - International Building Code ICC - International Code Council IPC - - International Plumbing Code IMC - International Mechanical Code IEEE - Institute of Electrical and Electronic Engineers ISA - Instrument Society of America MDOT - Michigan Department of Transportation NACE - National Association of Corrosion Engineers NEC - National Electric Code NEMA - National Electrical Manufacturers Association NESC - National Electric Safety Code

01000-1 General Requirements

NFPA - National Fire Protection Association NWMA - National Wood Manufacturers Association OSHA - Occupational Safety and Health Administration SSPC - Steel Structures Painting Council UL - Underwriters Laboratory, Inc.

1.02 COORDINATION OF WORK

Should more than one Contract be awarded, it shall be the responsibility of each

Contractor to notify and coordinate his work with that of other Contractor's to arrange for adequate clearances, access, and/or to make connections thereto. Each Contractor shall so conduct his/her operations as not to interfere with or injure the work of other Contractors or workmen employed on adjoining or related work, and he/she shall promptly make good any injury or damage which may be done to such work by him/her or his/her employees or agents. Should a conflict arise regarding the order of progress of the work, the Contracting Officer will decide which Contractor shall cease work and which shall continue, or whether work on each Contract shall continue at the same time and in what manner.

1.03 CHARACTER OF WORKMEN

The Contractor shall at all times be responsible for the conduct and discipline of his/her employees and/or any Subcontractor or persons employed by Subcontractors. All employees must have sufficient knowledge, skill, and experience to perform properly the work assigned to them. Any supervisor, foreman, or workman employed by the Contractor or Subcontractor who, in the opinion of the Contracting Officer’s Representative, does not perform his/her work in a skillful manner, or appears to be incompetent or to act in a disorderly or intemperate manner shall, at the written request of the Contracting Officer’s Representative, be discharged from the work and shall not be employed again in any portion of the work without the approval of the Contracting Officer’s Representative. If any employee is not immediately removed when required, any work done by him will not be estimated or accepted.

1.04 SANITARY REGULATIONS

The Contractor shall provide adequate sanitary accommodations for the use of his/her employees and those of his/her Subcontractors, properly secluded from public observation, and their use shall be strictly enforced. The Contractor shall vigorously prohibit the committing of nuisances about the work or upon adjacent private or public property. The facilities shall be maintained so as to be nuisance-free and without offense to the public or to residents in the vicinity of their locations. The number, location, character, condition and maintenance of these facilities must at all times be such as will meet the approval of the Contracting Officer’s Representative.

01000-2 General Requirements

1.05 WORKMANSHIP

The Contractor shall furnish suitable tools and building appliances to perform the work to be done, and any tools or appliances that are deemed unsuitable, in the judgment of the Contracting Officer’s Representative, to produce the required results may be ordered from the work by the Contracting Officer’s Representative. Such tools or appliances shall be substituted by the Contractor that meets the approval of the Contracting Officer’s Representative.

Work shall be completed in a neat and workmanlike manner at the locations, on the foundations, and to the elevations shown on the Plans, unless directed otherwise by the Contracting Officer’s Representative during installation. All equipment shall be correctly field aligned, leveled and adjusted for satisfactory operation and shall be installed so that proper and necessary connections can be made readily between the various units.

The Contractor shall furnish, install, and protect all necessary accessories and attachments and all other appurtenances needed for proper installation of the work. The work shall be performed in accordance with well known, established practice and standards recognized by Architects, Engineers, and the trade.

1.06 WORK HOURS

In general, no work shall be done between the hours of 6:00 P.M. to 7:00 A.M., or on

Sundays or holidays, except as it is necessary for the proper care and protection of work already performed or in the case of an emergency. If it is the intention of the Contractor to work during restricted hours, he shall notify and receive approval from the Contracting Officer’s Representative as far as possible in advance of the work.

1.07 IDENTIFICATION MARKINGS

Where practical, each piece of material shall have noticeable identification markings.

Equipment shall be supplied with nameplate tags or identification strips. All panels, cabinets, controls, alarms, safety switches, circuit breakers, motor starters, etc., shall be identified with laminated phenolic identification plates with white letters on black background and mounted with screws. Devices mounted in panels shall be identified by tags located inside the panel on the sub-plates or in the device itself where it can be easily read.

Ductile iron pipe and fittings shall have its weight and class designation conspicuously painted or cast on it. All other pipe materials shall have the class designation painted thereon. Where required, other designation marks shall be painted on the pipe or fittings to indicate correct locations in the pipeline in conformity to a detailed layout Drawing.

01000-3 General Requirements

1.08 COLD WEATHER PROTECTION

The Contractor shall provide cold weather protection and temporary heat as necessary to carry on the work expeditiously during inclement weather, to protect all work and materials against injury from dampness and cold and to provide suitable working conditions for the installation and curing of material, until final acceptance by the U.S.

Forest Service. Cold weather protection shall include protection of work exposed to the elements against adverse dampness and cold, by covering, enclosing and heating materials and work under construction, and providing suitable working conditions for all trades employed on the work. Temporary heat may be obtained from a permanently installed heating system provided that the work is entirely enclosed. At the end of such temporary use, the Contractor shall flush the heating equipment before making the operating test. The use of the heating system shall not be construed as a substitute for the operating test. Cold weather protection shall be provided by the Contractor at his/her own expense.

1.09 SUPERFLUOUS CUTTING AND PATCHING

The Contractor shall cut and patch existing buildings, street pavements, manholes, pipes, etc., as required to complete all work included in the Plans and Specifications. The Contractor shall lay out his/her work in advance and coordinate his/her work so as to eliminate superfluous cutting and patching. All necessary cutting and patching work shall be performed carefully by skilled mechanics of the trades involved.

Unless stated otherwise in the Plans and Specifications, payment for all cutting and patching work is incidental to the other bid items. Any costs caused by defective and/or ill-timed work shall be borne by the Contractor.

1.10 DUST CONTROL

The Contractor shall keep paved areas free from earth materials, which have been deposited by construction operations. The frequency of cleaning shall be based on the amount of material deposited and shall not necessarily be done on a set schedule. The method of cleaning paved surfaces shall be by brooming unless otherwise authorized. In addition, the Contractor shall take all steps necessary for the alleviation or prevention of dust nuisance caused by or resulting from his operations and shall apply water or dust palliative, or both, as required. Unless otherwise provided for in the Contract Documents, dust control measures shall be incidental to other bid items.

1.11 OPERATION AND MAINTENANCE MANUALS

When requested by the Contracting Officer’s Representative at any time after Contract award and prior to final payment, the Contractor shall submit to the Contracting Officer’s Representative for approval, a certain specified number of operation and maintenance manuals. The Contractor shall require each manufacturer of designated equipment and instruments to furnish a manual(s) covering the operation of the equipment and

01000-4 General Requirements instructions for maintenance. Manuals shall be complete, detailed guides for the maintenance and operation of equipment. They shall include information necessary for starting, adjusting, maintaining, and dismantling and reassembling of the complete units and sub-assembly components. Manuals shall contain specifications, drawings, and descriptions of equipment; installation instructions; operation, maintenance and lubrication details; parts list; and performance data with curves, wiring diagrams and schematics. An index covering all component parts of the manual shall be included. The manuals shall be submitted directly to the Contracting Officer’s Representative within thirty days after shop drawing approval. The Contracting Officer’s Representative shall have the right to require revisions, deletions or additions to the manual content. There shall be four complete O & M manuals provided 30 days prior to contract completion.

Shall be in 3-ring binders with cover/title pages on front cover and bindings. Shall have table of contents, tabbed sections, and include start up and shut down procedures of the systems.

1.12 CONTINUING OBLIGATION

The Contractor's obligation to perform and complete the Work in accordance with the

Contract Documents shall be absolute. Neither recommendation of any progress or final payment by Contracting Officer’s Representative, nor the issuance of a Certificate of Substantial Completion, nor any payment by U.S. Forest Service to Contractor under the Contract Documents, nor any use or occupancy of the Work or any part thereof by U.S.

Forest Service, nor any act of acceptance by U.S. Forest Service, nor any failure to do so, nor any review and approval of a shop drawing or sample submission, nor the issuance of a notice of acceptability by Contracting Officer’s Representative, nor any correction of defective Work by U.S. Forest Service will constitute an acceptance of Work not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents.

1.13 REUSE OF DOCUMENTS

Neither Contractor nor any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect Contract with U.S.

Forest Service shall have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer. They shall not reuse any of them on extensions of the Project or any other project without written consent of U.S. Forest Service and Engineer and specific written verification or adaptation by Engineer.

1.14 DISCREPANCIES AND OMISSIONS

If, during the performance of the Work, Contractor finds a conflict, error, or discrepancy in the Contract Documents, Contractor shall so report to Contracting Officer’s Representative in writing at once and before proceeding with the Work affected thereby shall obtain a written interpretation or clarification from Contracting Officer’s Representative, however, Contractor shall not be liable to U.S. Forest Service or

01000-5 General Requirements

Contracting Officer’s Representative for failure to report any conflict, error, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof or should reasonably have known thereof.

Figured dimensions on Plans shall take precedence over scale dimensions. Detailed

Plans in the Contract Documents shall take precedence over general Plans.

The Contract Documents are intended to include all work and materials necessary for completion of the Work. Any incidental item of material, labor, or detail required for the proper execution and completion of the Work and omitted from the Contract Documents but obviously required by governing codes, local regulations, trade practices, operational functions, and good workmanship, shall be provided as a part of the Work without extra charge, even though not specifically detailed or mentioned.

1.15 ORAL AGREEMENTS

No oral order, objection, claim or notice by any party to the others shall affect or modify any of the terms or obligations contained in any of the Contract Documents, and none of the provisions of the Contract Documents shall be held to be waived or modified by reason of any act whatsoever, other than by a mutually agreed waiver or modifications thereof in writing, and no evidence shall be introduced in any proceeding of any other waiver or modification.

1.16 PRECONSTRUCTION MEETING

A. Contracting Officer’s Representative will schedule a meeting before Notice to Proceed.

B. Attendance Requested: Contracting Officer, Inspector, Ranger District personnel, Contractor, Subcontractors, and utility companies.

C. A suggested format would include, but not limited to, the following subjects:

1. Introduction of attendees.

2. Present Notice to Proceed.

3. Project description.

4. Designation of personnel representing the parties in Contract, and the

Contracting Officer’s Representative, list of Subcontractors, contact information.

5. Presentation of proposed construction schedule by Contractor.

6. Submission of executed bonds and insurance certificates, if not previously completed.

7. Shop drawing submittal and approval procedure.

8. Distribution of Contract Documents and Plans.

9. Submission of list of products, schedule of values, and progress schedule.

10. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders and Contract closeout procedures, including O & M manuals.

01000-6 General Requirements

11. Inventory of material stored on-site provisions.

12. Utilities.

13. Traffic Control.

14. Erosion Control.

15. Federal/State compliance, Equal Opportunity and wage rate requirements.

16. Laboratory testing of material and compaction requirements.

17. Posting of signs, if applicable.

18. Other project concerns.

D. Record minutes and distribute copies within ten (10) days after meeting to participants, with one (1) copy to Contracting Officer’s Representative, participants, and those affected by decisions made.

E. The Contracting Officer’s Representative will arrange a date that is mutually acceptable to all parties planning to attend.

F. Contractor is responsible for notifying subcontractors and utilities of meeting time and date.

1.16 PROGRESS MEETINGS

A. Contracting Officer’s Representative will schedule and administer meetings throughout progress of the Work at two week intervals, or as needed.

B. Attendance Required: Job Superintendent, major Subcontractors, Contracting

Officer’s Representative, and Inspector.

C. Agenda: (as appropriate for each meeting)

1. Review minutes of previous meetings.

2. Review of Work progress and Progress Payment requests.

3. Field observations, problems, and decisions.

4. Identification of problems which impede planned progress.

5. Review of submittals schedule and status of submittals, and review of record drawings (i.e. as-builts).

6. Maintenance of progress schedule.

7. Corrective measures to regain projected schedules.

8. Planned progress during succeeding work period.

9. Coordination of projected progress.

10. Maintenance of quality and work standards.

11. Effect of proposed changes on progress schedule and coordination.

12. U.S. Forest Service comments.

01000-7 General Requirements

SECTION 01010

SUMMARY OF WORK

PART 1 – GENERAL

1.01 SECTION INCLUDES

A. Contract Description

B. Contractor Use of Site

C. Permits

1.02 CONTRACT DESCRIPTION

A. The project shall include as described on the accompanying Project Plans and Specifications:

• Pump House Demolition

• Treatment Building Construction

• Water Treatment System Construction

• Storage Tank Modification

• Storage Tank Removal

• Lake Water Intake Construction

• Sewage Lift Station Removal

• Comfort Station Removal

• Obliterate Old Roadway

• RV Dump Station Removal

• Aerated Lagoon Removal

• Construct Drain Field and Install Septic Tanks

• Install Force Main

• HMA, Concrete Pavement, Curb Removal

• Construct Share Use Paths

• Install Double Vault Toilet Buildings

• Site Restoration

1.03 CONTRACTOR USE OF SITE

A. Closing off the construction zone will be permitted. All traffic control shall be the responsibility of the Contractor and shall be incidental to the Bid. No specific payments shall be made in this regard.

01010-1 Summary of Work

1.04 PERMITS

A. Temporary permits and licenses necessary for the work shall be the responsibility of the Contractor. The U.S. Forest Service will obtain the MDEQ/USACE permit for the lake intake and the Permit to Install Water Supply System. No permit is required for the septic system.

PART 2 – PRODUCTS

Not Used

PART 3 – EXECUTION

01010-2 Summary of Work

SECTION 01025

MEASUREMENT AND PAYMENT

1.01 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.

1.02 AUTHORITY

A. The Contracting Officer’s Representative (COR) will take all measurements and compute quantities accordingly.

1.03 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: 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.

01025-1 Measurement and Payment

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.

1.04 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 – WATER TREATMENT SYSTEM ITEMS

The following information describes what specific items of work are included in each bid item.

1. EXISTING LAKE INTAKE MANHOLE DEMOLITION

a. Description of work: This work shall consist of removal of all electrical, mechanical and plumbing material; manhole demolition to 4 feet below the surface; filling of manhole to the surface. All removed material becomes property of the Contractor. Payment also includes all material required to fill the manhole.

b. Measurement: Lump Sum Quantity (1 LSQ)

01025-2 Measurement and Payment

2. INTAKE SYSTEM MOBILIZATION

a. Description of work: Mobilization of drilling, excavation or other equipment necessary for construction of the Lake intake system.

b. Measurement: Lump Sum Quantity (1 LSQ)

3. ROCK EXCAVATION

a. Description of work: Includes preparing the site for rock removal, rock breaking, blasting (if necessary), removal, and disposal of broken rock, blasting insurance, and all permit requirements.

b. Measurement: Cubic Yard (175 AQ). The measurement “pay quantity” of rock shall be based on the average end area method.

The pay quantity of rock excavated for the infiltration gallery will be the proposed length and width multiplied by the depth of the proposed rock trench as measured from the original rock surface prior to blasting regardless of the actual “as excavated” quantity.

The pay quantity for rock excavated for the intake pipe will be the length of the rock trench measured along the centerline of the pipe.

The depth of the rock trench shall be measured from the surface of the rock, in its original position prior to blasting, to 12 inches below the underside of the pipe barrel. The width of the trench shall be an assumed 3-foot “neat line” measurement regardless of the actual “as excavated” width.

The pay quantity for rock excavated for the intake manhole will be outside diameter of the manhole plus four (4) feet multiplied by the proposed manhole bottom depth plus 1-foot as measured from the original rock surface prior to blasting regardless of the actual “as excavated” quantity.

4. INFILTRATION GALLERY

a. Description of work: This work shall consist of excavation of material, installation of screen, installation of engineered filter sand, and native material as shown on the plans, disposal of excess material, turbidity curtain and erosion control measures, complying with specifications, and permit provisions.

01025-3 Measurement and Payment

5. 4-INCH HDPE INTAKE PIPE TO MANHOLE

a. Description of work: This work shall consist of excavation of material, bedding material, connection to 6-inch screen, installation of 4-inch HDPE water line; any required fusion welding and connections, including HDPE to DI connection at the intake manhole; disposal of excess material, silt fence and erosion control measures, restoration, and complying with specifications, and permit provisions.

b. Measurement: Linear Feet (80 AQ)

6. INTAKE MANHOLE AND CONTROL BUILDING

a. Description of work: This work shall consist of excavation, installation of manhole, manhole bedding and backfill material, pumps (including one spare pump), all piping from the 4-inch HDPE intake line connection to the southernmost tee from the control building, electrical, controls, materials and provisions as noted on the plans and specifications; removal and disposal of existing electrical, piping, equipment and materials within the existing control building; upgrades to the existing control building, erosion control measures and restoration.

b. Measurement: Lump Sum Quantity (1 LSQ)

7. 2-INCH HDPE CONTROL BUILDING TO TREATMENT BUILDING

a. Description of work: This work shall consist of installation of 2-inch HDPE pipe, including connections, from the southernmost tee from the control building to the 2-inch galvanized steel pipe connection at the treatment building. The work includes installation of the 2-inch pipe by method of installing in the existing 3-inch PVC waterline, open excavation, directional boring, or any combination of installation methods. Payment includes pipe, fittings, any bedding, excavation, connections, culvert removal, erosion control, restoration, and other materials to make a complete installation.

b. Measurement: Linear Feet (1,200 AQ)

01025-4 Measurement and Payment

8. EXISTING PUMP HOUSE DEMOLITION

a. Description of work: This work shall consist of demolition and removal of existing pump house and attached radio tower as described in the Special Provisions and shown on the plans, transportation to a licensed landfill and payment of tipping fees.

9. WATER TREATMENT BUILDING AND STORAGE TANK

a. Description of work: This work shall consist of construction of the proposed treatment building and 12,000 gallon storage tank modifications, according to the plans and specifications, including, but not limited to, all site work, erosion control, restoration, equipment and materials, above ground piping, underground piping and connections to existing distribution system lines, electrical, plumbing, HVAC, control, tank disinfection, water system disinfection, pressure testing, water quality testing, and training to make the treatment system turn-key.

10. WATER SYSTEM MODIFICATION NEAR 5,000 GALLON TANK

a. Description of work: This work shall consist of reburying the existing 2-inch HDPE water line from the toe of the slope to the top of slope west of the existing 5,000 gallon day-use-park storage tank; installation of pipe anchors as shown on the plans;

installation and connections of new HDPE water line and combination air valve as shown on the plans, erosion control and restoration.

b. Measurement: Lump Sum Quantity (1 LSQ)

11. 5,000 GALLON STORAGE TANK REMOVAL

a. Description of work: This work shall consist of demolition and removal of existing 5,000 gallon storage tank, transportation to a licensed landfill and payment of tipping fees.

01025-5 Measurement and Payment

12. PRESSURE REDUCING VALVE FOR DAY-USE-PARK

a. Description of work: This work shall consist of installation of the pressure reducing valve according to the plans and specifications, erosion control, restoration and disposal of excess material.

b. Measurement: Lump Sum Quantity (1 LSQ)

13. WELL ABANDONMENT

a. Description of work: This work shall consist of abandonment of the existing water well according to Michigan DEQ rules and project specifications; removal of wood bollards, control box and associated equipment; cutting and capping or bulkheading conduit.

E. DESCRIPTION OF ITEMS – WASTEWATER SYSTEM ITEMS

1. HMA SURFACE, REM

a. Description of work: This work shall be in accordance with current Michigan DOT Standard Specifications for Construction for this pay item description.

b. Measurement: Square Yards (2,067 AQ)

2. REMOVE EXISTING SEWAGE LIFT STATION

a. Description of work: This work shall consist of the complete removal of the sewage lift station and the proper disposal of the lift station material off Government property. All work shown on plans shall be incidental to this item.

b. Measurement: Each (3 AQ)

3. REMOVE COMFORT STATION

removal of the comfort station and the proper disposal of the comfort station material off Government property. All work shown on plans shall be incidental to this item.

b. Measurement: Each (2 AQ)

01025-6 Measurement and Payment

4. OBLITERATE OLD ROADWAY

b. Measurement: Station (3 AQ)

5. REMOVE EXISTING RV DUMP STATION

a. Description of work: This work shall consist of pumping all waste from the station by a licensed septic pumping company, the proper disposal of the waste, the complete removal of the RV dump station and the proper disposal of the RV dump station material off Government property; pavement removal and curb removal in accordance with the current Michigan DOT Standard Specifications for Construction; control panel removal, including wiring, conduits and proper disposal off Government property;

complete removal of the light post, light, wiring, conduits and proper disposal off Government property; removal and delivery of the water stations to a location determined by the COR. The water stations shall remain Government property. All work shown on plans shall be incidental to this item.

b. Measurement: Lump Sum (1 LSQ)

6. REMOVE EXISTING AERATED LAGOON

a. Description of Work: This work shall consist of the complete removal of the chain link fence, abandoning the existing pipes, removal of irrigation lines and heads, removal and disposal of existing sludge, removal of existing storage tank, removal of existing pump chambers and pumps, removal of asphalt, removal of control building and concrete slab, removal of pipes as shown on plan, removal of discharge box, removal of existing sanitary manhole, removal of existing aerated lagoon, backfilling of lagoon with select backfill, removal of the top of existing concrete wall to 2 feet below existing grade, removal of existing loading ramp, removal of existing hose bibb faucet and slab, removal of existing gravel road, removal of all underground electrical wire and conduit and disposal of all material off Government property. All work shown on plans shall be incidental to this item.

01025-7 Measurement and Payment

7. SEPTIC TANK AND PUMP CHAMBER

a. Description of work: This work shall consist of all materials, labor, and equipment to install two (2) septic tanks and one (1) pump chamber as shown on the plans, including all pipe connections, control panel, electrical connection, pumps, floats, and all associated work for a turnkey system.

8. 2-INCH SCH 40 PVC FORCE MAIN

installation of all 2-inch PVC pipe, including trenching, bedding material, furnishing new pipe, installation, joints, couplers, fittings, backfill, compacting, marking tape and any other incidental that is required to provide a complete installation.

b. Measurement: Linear Feet (327 AQ)

9. CONNECT TO EXISTING 2-INCH HDPE FORCE MAIN

a. Description of work: This work shall consist of locating the existing force main and providing watertight connection to the new force main.

b. Measurement: Each (1 AQ)

10. DRAINFIELD

a. Description of work: This work shall consist of scarifying the upper 8-inch of existing soil, place and compact sand, non-woven geotextile fabric, aggregate bed, 1 ½-inch SCH 40 PVC with 3/16-inch holes, lateral ends, observation pipes, and associated items as shown on the plans to complete the mound septic system other than items 12-14.

01025-8 Measurement and Payment

11. VAULT TOILET

a. Description of work: This work shall consist of all materials, labor, and equipment required to install new vault toilets as shown on plans.

b. Measurement: Each (2 AQ)

12. SHARED USE PATH, GRADING

b. Measurement: Linear Feet (737 AQ)

13. SHARED USE PATH, AGGREGATE

b. Measurement: Ton (400 AQ)

14. SHARED USE PATH, HMA

b. Measurement: Ton (9 AQ)

15. SLOPE RESTORATION, TYPE A

a. Description of work: This work shall consist of all labor, equipment and materials required to install Topsoil Surface, Furnished or Salvaged; Fertilizer, Chemical Nutrient, Class A;

Seeding Mixture Type TDS; and Mulch and Mulch Anchoring per Section 816 of MDOT Standard Specifications for Construction.

b. Measurement: Square Yard (8,400 AQ)

01025-9 Measurement and Payment

16. EROSION CONTROL, SILT FENCE

b. Measurement: Linear Feet (1,800 AQ)

PART 3 – EXECUTION

01025-10 Measurement and Payment

SECTION 01050

FIELD ENGINEERING

A. Survey and field engineering.

1.02 EXAMINATION

A. Verify locations of survey control points prior to starting work. Promptly notify Contracting Officer’s Representative of any discrepancies discovered.

1.03 SURVEY REFERENCE POINTS

A. Contracting Officer’s Representative will provide survey control points for the

B. Protect survey control points prior to starting site work; preserve permanent reference points during construction.

C. Promptly report to Contracting Officer’s Representative the loss or destruction of any reference point or relocation required because of changes in grades or other reasons.

1.04 SURVEY REQUIREMENTS

A. The Contractor will provide staking of all project components as necessary to construct the project.

PART 3 – EXECUTION

A. The Contractor shall verify all plan elevations of existing items prior to installation of new items. Any discrepancies shall be reported immediately to the Contracting Officer’s Representative.

01050-1 Field Engineering

SECTION 01300

SUBMITTALS

A. Submittal Procedures

B. Construction Progress Schedules

C. Shop Drawings

D. Manufacturer’s Certificates

1.02 SUBMITTAL PROCEDURES

A. This contract will strictly enforce the Buy American Clause for all materials.

Contractor shall familiarize themselves with the requirements of the clause.

B. Transmit each submittal with Contracting Officer’s Representative accepted form.

Submittals shall be clean, fresh, three legible copies (one each for the Contractor, the COR and inspector). The item(s) to be reviewed shall be clearly indicated. Necessary items for transmittal shall be discussed at the Preconstruction Meeting. Submittals may be transmitted electronically via email in PDF format.

C. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix.

D. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate.

E. Apply Contractor's stamp, signed or initialed certifying that review, verification of

Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents.

F. Schedule submittals to expedite the Project, and deliver to Contracting Officer’s

Representative at business address. Coordinate submission of related items.

G. For each submittal for review, allow 15 days excluding delivery time to and from the

Contractor.

01300-1 Submittals

H. Identify variations from Contract Documents. Identify product or system limitations which may be detrimental to successful performance of the completed Work.

I. Provide space for Contractor and Contracting Officer’s Representative review stamps.

J. Revise and resubmit, identify all changes made since previous submission.

K. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with provisions.

1.03 CONSTRUCTION PROGRESS SCHEDULES

A. Submit initial schedule in triplicate at the preconstruction meeting.

B. Revise and resubmit as required by Contracting Officer’s Representative.

C. Indicate anticipated submittal dates required for shop drawings, product data, samples, and product delivery dates, including those furnished by Owner and required by Allowances.

1.04 SHOP DRAWINGS

A. Submit the number of reproductions which Contractor requires, plus three copies which will be for use by Contracting Officer’s Representative.

1.05 MANUFACTURER CERTIFICATES

A. When specified in individual specification sections, submit certification by manufacturer to Contracting Officer’s Representative, in quantities specified for Product Data.

B. Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

C. Certificates may be recent or previous test results on a material or product used on this project, but must be acceptable to Contracting Officer’s Representative.

D. Certificates shall be included in the O&M manuals.

01300-2 Submittals

01300-3 Submittals

SECTION 01420

REFERENCES

1.01 SUMMARY

A. This section includes a list of organizations, associations or appropriate agencies with jurisdiction that have references, standards, laws or regulations cited in these specifications.

B. Use latest revision of all references, standards, laws or regulations.

1.02 LIST OF ORGANIZATIONS, ASSOCIATIONS & AGENCIES

A. National Standards Organizations & Associations

American Association of State Highway and Transportation Officials (AASHTO) 444 North Capital Street NW Suite 249 Washington, DC 20001

(202) 624-5800 www.aashto.org

American Concrete Institute (ACI) ACI International P.O. Box 9094 Farmington Hills, MI 48333-9094

(810) 848-3700 www.aci-int.org

American Society for Testing and Materials (ASTM) 100 Bar Harbor Drive West Conshohocken, PA 19428-2959

(610) 832-9585 www.astm.org

American Water Works Association

(AWWA)

6666 West Quincy Avenue Denver, CO 80235

(303) 794-7711 www.awwa.org

National Electric Code (NEC) National Fire and Protection Association 1 Batterymarch Park Quincy, MA 02269-9959

(888) 632-2633 www.nec.com

National Electrical Manufacturer’s Association (NEMA) 1300 North 17th Street Rosslyn, VA 22209

(703) 841-3200 www.nema.org

Underwriters’ Laboratories, Inc. (UL) 333 Pfingston Road Northbrook, IL 60062

(847) 272-8800 www.ul.com

International Code Council 4051 Flossmoor Road Country Club Hill, IL 50478

(888) 422-7233 www.iccsafe.org

01420-1 References http://www.aashto.org/ http://www.aci-int.org/ http://www.astm.org/ http://www.awwa.org/ http://www.nec.com/ http://www.nema.org/…