Division 1 - Section 013000.pdf

DIVISION 01

Bidding and Contract Document Project Name: Caro Center - Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 – GENERAL

1. PROJECT MANAGEMENT AND COORDINATION

1.1. Project Meetings – this section includes all scheduling and administering of preconstruction and progress meetings as herein specified and as necessary for the proper and complete performance of the Work. The meetings will be scheduled and administered by Professional Services Contractor (PSC).

1.1.1 Preconstruction Meeting

a. Scheduled by DTMB Project Director

i. Prior to start of Work at the Site

b. Representatives of the following parties are to be in attendance at the meeting:

i. Owner

ii. PSC

iii. Contractor

iv. Major Subcontractors

v. Others as appropriate

1.1.2 Progress Meetings

a. Scheduled by PSC

i. Regular: Weekly and Monthly

ii. Called: As the progress of the Work dictates.

b. Representatives of the following parties are to attend the meeting:

i. Owner

ii. PSC

iii. Contractor

iv. Major Subcontractors

v. Others as appropriate

c. Location: Hold meetings at Site or as indicated in the notice.

d. Minimum Agenda:

i. Review and approve minutes or previous meetings

ii. Review progress of Work since the previous meeting

iii. Note field observations, problems and decisions

iv. Identify problems which impede planned progress

v. Review offsite disposal issues

vi. Review health and safety issues

vii. Develop corrective measures and procedures to regain planned schedule

viii. Review submittal schedules

ix. Maintenance of quality and work standards

x. Review proposed changes for their effect on the schedule

xi. Identify all claims and potential claims

xii. Pending changes and substitutions

xiii. Complete other current business

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1.2 Project Coordination

1.2.1 The Contractor is ultimately responsible for coordination to complete all work shown on drawings and specified herein independent of the location of the work on drawings and within the specifications. The arrangement of work within the specification into Divisions and Sections shall be considered as given for convenience of reference only and shall not be held to conform to jurisdictional rules which may prevail in any particular trade. It shall be the responsibility of the Contractor to so arrange or group items of work under a particular trade to conform to the prevailing customs of that trade and best interest of the Owner.

Specific items of work will be performed by specific subcontractors or workers when so specified herein or subsequently deemed necessary by the Project Representative to produce competent results.

1.2.2 The Contractor shall lay out the work and be responsible for all lines and measurements of the work. Before ordering material or executing work the Contractor shall obtain field measurements and prepare the work to fit conditions properly.

1.2.3 The Contractor will be held responsible for any error resulting from his/her failure to verify the figures shown on the drawing before laying out the work.

1.2.4 No extra charge will be allowed on account of slight variations between field dimensions and dimensions given on the drawings.

2. ADMINISTRATIVE SUBMITTALS

2.1 Description: This section pertains to project plans and other administrative documents that are to be submitted before commencing work at the Site.

2.2 Submittals: Within 10 working days following the Notice of Award, Contractor shall submit the following to PSC and OWNER: Demolition Work Plan, Asbestos Abatement Work Plan and Health and Safety Plan. Each of these submittals is described in this section.

No Work at the Site shall be initiated by Contractor, until Contractor has completed all of these submittals and, except for Contractor’s Health and Safety Plan (HASP), they have been reviewed and approved by PSC. Contractor HASP must be submitted to confirm that a HASP has been prepared. PSC will not review the HASP.

2.3 Demolition Work Plan – submit a work plan (WP) which will identify personnel, procedures, instructions, records, quality assurance/quality control measures, and forms to be used in carrying out the requirements of this project. The WP is the means by which Contractor and PSC are assured the Work complies with the requirements of the Drawings, Specifications and the overall intent of the Work. The WP shall address all aspects of the Work. Include the following:

2.3.1 Contractor’s project organization structure including Contractor’s staffing table with names, titles and responsibilities of key personnel assigned to the Project.

Necessary substitutions due to change of employment status and other unforeseen circumstances must be submitted in writing for approval by PSC prior to conducting work.

2.3.2 Permits required to successfully complete this Contract.

Bidding and Contract Document Project Name: Caro Center - Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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2.3.3 Procedures for scheduling and managing submittals, including those of subcontractors and offsite facilities.

2.3.4 Spill Contingency Plan: Include a spill contingency plan that identifies procedures that will be implemented if a spill occurs from a tank, drum, underground or aboveground piping or other equipment, vessels or containers located at the Site or during transport of waste soil, materials or liquids from the Site.

2.3.5 Procedures for the demolition and removal of Site structures.

2.3.6 Procedures for the handling, characterization and disposal of all waste materials at the Site.

2.4 Asbestos Abatement Work Plan: Submit the abatement procedures to be used in the removal and disposal or regulated asbestos containing material (RACM). Such plan shall be approved, in writing, by a Michigan Certified Project Designer (present the license number in the plan) and shall conform to this section and the USEPA requirements of 40

CFR 61.22:

2.4.1 Provide a schedule for the abatement of asbestos.

2.4.2 Include abatement details and procedures in accordance with requirements stated in Section 02 45 00 – Asbestos Abatement.

2.4.3 Specify all required sampling and analysis.

2.5 After acceptance of the Work Plans, notify PSC in writing of any proposed change.

Proposed changes are subject to PSC’s approval.

2.6 Project Organization:

2.6.1 Designate a Site Superintendent experienced in demolition and asbestos abatement activities who shall be responsible for overall management of the Work and have authority to act for Contractor.

2.6.2 The Site Superintendent shall be on Site whenever Work is in progress.

2.6.3 All on site Contractor staff and Contractor’s subcontractors shall be under the direction of the Site Superintendent to perform all project activities.

2.6.4 The personnel performing the Work shall be fully qualified by experience and technical training to perform their assigned responsibilities and shall be hired directly by and work for Contractor.

2.7 Health and Safety Plan: The Contractor Health and Safety Plan shall meet the requirements, as a minimum, of the following:

2.7.1 29 CFR 1910: Safety and Health Regulations for General Industry, United States OSHA, as amended.

2.7.2 Standard Operating Safety Guides, U.S.EPA, November 1984.

Bidding and Contract Document Project Name: Caro Center - Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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2.7.3 Occupational Safety and health Guidance manual for Hazardous Waste Site Activities, NIOSHA Publication No. 85-115, October 1985.

2.7.4 29 CFR 1926: Safety and Health Regulations for Construction, OSHA, as amended.

2.7.5 The HASP is an on-Site enforceable document, which shall guide the activities of

Contractor’s and all Subcontractor’s personnel. The HASP shall define Site specific safety provisions necessitated by all project activities of Contractor and its subcontractors.

2.8 Hazard communication Program: Establish and implement in accordance with 29 CFR

Part 1926.59.

2.9 Contractor and Contractor’s safety officer shall be solely responsible for the implementation and monitoring of the HASP. The HASP shall address, but not be limited to the following items:

2.9.1 Site characterization; provide a description of past activities at the Site.

2.9.2 Hazards: provide a list and description of potential chemical, biomedical and physical hazards associated with the site contaminants and construction/demolition activities to be conducted.

2.9.3 Planning: describe the proposed Health and Safety organization and procedures for continuous updating of the HASP based on actual Site conditions. PSC shall be notified in writing of any proposed changes. This Section shall also identify Site operating procedures.

2.9.4 Training: identify the types and level of training provided to all Site workers and other on-Site personnel prior to their assignment to the project. Include a list of all personnel that meet the training and medical surveillance requirements of 29 CFR 1910.120. Provide the name, qualifications and responsibilities of the Site safety officer and all health and safety staff. Provide copies of appropriate certifications for all individuals who will be involved in the Work. No Contractor personnel shall participate in removal work or handling of waste materials at the Site unless proper and up-to-date training certification has been submitted to

PSC.

2.9.5 Medical Monitoring: all on-site personnel involved in waste removal work or handling and disposal of waste materials shall be enrolled in an ongoing medical monitoring program as identified in 29 CFR 1910, amended December 1986, and shall be appropriately certified for the Work. The HASP shall describe the details of Contractor’s medical monitoring program. Provide documentation of program participation by all appropriate personnel to PSC. This documentation shall include a copy of the physician’s statement for each appropriate employee regarding any restrictions that the employee may have relative to the nature of the Work to be conducted at the Site.

2.9.6 Personal protective equipment; identify the means of personal protection, including use of engineering controls, to be utilized for each Site activity as defined in U.S.EPA Standard Operating Safety Guidelines. Identify conditions that would require increasing the level of protection during each activity.

Procedures for protecting personnel from other physical hazards (i.e., Heat stress, hypothermia, excessive noise, etc.) shall also be identified in this section.

Bidding and Contract Document Project Name: Caro Center - Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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2.9.7 Site emergencies: provide a contingency plan which sets forth policy and procedures for responding to emergency, such as fire, physical injury, release of toxic materials, etc. This plan shall be conspicuously posted on Site.

2.9.8 Waste handling: identify procedures that will be used to ensure safe waste handling during the removal, loading and transportation activities.

2.10 Contractor shall conduct all his operations in accordance with the HASP. Disregard for the provisions of the HASP shall be deemed just and sufficient cause for suspension of the Work and/or removal of Contractor’s personnel without compromise or prejudice to the rights of Owner.

2.11 Project Schedule: provide a project schedule that conforms to the requirements below, unless otherwise directed by PSC.

2.11.1 The schedule shall contain at a minimum:

a. Administrative and technical submittal dates and required approval dates

b. Work activities and durations, with expected start and finish dates

c. Time for submittal review by PSC

2.11.2 Schedule format

a. Type: CPM format

b. Time Scale: Indicate first date in each work week

2.11.3 Schedule Updates:

a. Update schedule every week unless otherwise approved by PSC

b. Submit updated schedule at progress meetings

2.11.4 Sequencing of Buildings for Abatement and Demolition:

a. Buildings must be completed in the following order:

Building 69 – Laundry Building 55 – Rec Center Building 11 – Mapleview Building 12 – Spring Oak Building 17 – Parklane Building 18 – CMH Building 26 – PSR Building 122 - Grounds Building 5 – Psych Building 2 – Corrections Building 3 – Cottage Building 4 – Corrections Building 7 – Edgewater Building 9 – Pinegrove

b. Only one building can be worked at a time. See a Tentative Project

Schedule at the end of this section. This is for information purposes only.

2.12 Reports/Forms

2.12.1 Daily progress summaries: submit daily written summaries of progress to PSC.

The summaries shall outline the Work accomplished during the reporting period and Work to be accomplished during the subsequent reporting period; problems, Bidding and Contract Document Project Name: Caro Center - Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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2.12.2 Daily Work Log: maintain a daily log of Work activities, including that of suppliers or Subcontractors. Include a description of trades working on the project, the number of personnel working, the weather conditions encountered, any delays encountered, and acknowledgment of deficiencies noted along with corrective actions taken on current and previous deficiencies. Include factual evidence that required activities have been performed, including but not limited to the following:

a. Type and number of activities

b. Nature of defects, causes for rejection, etc.

c. Proposed remedial action

d. Corrective action taken

2.12.3 The log shall cover both conforming and defective or deficient features and shall include a statement that supplies and materials incorporated in the Work comply with the Contract. Legible copies of the log shall be furnished daily to PSC.

Contractor shall keep records of the pre-final and final inspections, including a punch list of items that do not conform to the approved Drawings and Specifications. For each item on the list, Contractor shall document corrective actions taken.

2.13 Waste Transportation/Disposal Manifests: Waste transportation and disposal/recycling will be fully manifested. PSC will verify and sign all manifests prior to transportation. All completed manifests shall be returned to PSC within 5-days of disposal of the individual loads at the licensed disposal/recycling facility. A waste manifest log shall be maintained on site and shall include the following information for each individual load:

1. Date

2. Material being transported off Site

3. Volume

4. Destination

5. Vehicle number

6. Driver

7. Manifest number

The waste manifest log and disposal documentation shall be submitted to PSC at the conclusion of the project.

2.14 Weekly Site Safety Summaries: Contractor shall provide PSC with weekly summaries of the Site safety orientation meetings, briefings, Site specific training, and Site safety inspections conducted in accordance with the Contractor’s HASP. Contractor shall maintain a log of summary submittals and verification forms which include participant’s signatures of attending such meetings, briefings, trainings or inspections. This report shall also include any health and safety related incidents that occur.

Bidding and Contract Document Project Name: Caro Center - Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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3. SPECIAL PROCEDURES

3.1 Hazardous Materials

3.1.1 If the Contractor suspects a material within the scope of this project to be a hazardous material such as asbestos, lead or polychlorinated biphenyl, which has not already been identified and/or in the scope of work for the Contractor to abate, notify PSC immediately.

3.1.2 Due to the age of the buildings and testing results, all coated surfaces shall be assumed to contain lead-based paint. This includes but is not limited to any type of paint, lacquer, or varnish on any building component. Proper precautions must be taken to ensure that workers and building occupants are not exposed to airborne lead concentrations at or above the OSHA Action Level (AL) of 30 ug/m3.

PART 2 – PRODUCTS

Not Used

PART 3 – EXECUTION

END OF SECTION

Bidding and Contract Document Project Name: Caro Center - Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

1. TEMPORARY UTILITIES

1.1 General

1.1.1 The Contractor shall be responsible for all items specified in Section 01 50 00.

The Contractor shall install and maintain all items until project is finished and shall remove same and restore areas to their original conditions.

1.1.2 Pay utility charges for all electricity, water, and other utilities.

1.1.3 Furnish, install, remove and pay for associated temporary equipment, piping, pumps, fuel, power distribution and connections.

1.2 Temporary Electricity

1.2.1 Temporary electricity service will be provided by Contractor.

1.2.2 Contractor shall coordinate demolition schedule with utility regarding deenergizing of the building prior to demolition.

1.2.3 Pay for electrical usage charges.

1.2.4 Furnish, install, remove and pay for all temporary wiring, equipment, switches, panels, connections and transformers.

1.2.5 Furnish, install, remove, and pay for area distribution boxes so located that power and artificial lighting at all points where required by the Work.

1.2.6 Where required, the Contractor shall furnish electric generators for completion of abatement and demolition work.

1.2.7 Electrical work shall be conducted by a Licensed Electrician.

1.3 Temporary Heat

1.3.1 All equipment, fuel, electric power and labor for temporary heat shall be furnished by the Contractor.

1.4 Temporary Telephone Service

1.4.1 The Contractor shall provide the Site Superintendent with a cellular phone. The cellular phone is not to be used outside of the trailer.

1.5 Temporary Water

1.5.1 Temporary water service will be provided by the Contractor at the Contractor’s expense.

1.5.2 Pay for water usage charges.

Bidding and Contract Document Project Name: Caro Center - Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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1.5.3 Furnish, install, remove and pay for all temporary piping, hoses, water meters, equipment and connections.

1.5.4 Provide water for equipment and personnel decontamination.

1.5.5 Provide water for dust suppression, as required.

1.5.6 Provide water for asbestos abatement.

1.5.7 Provide potable water for Site Workers and Professional Services Contractor

(PSC).

1.6 Temporary Sanitary Facilities

1.6.1 Contractor shall furnish and install all required temporary toilet buildings with sanitary toilets for use of all workers: comply with all minimum requirements of the Health Department or other public agency having jurisdiction; maintain in a sanitary condition at all times.

2. FIELD OFFICES

2.1. Contractor’s Field Office

2.1.1 Contractor’s field office shall have at least one outside door.

2.2 PSC’s Field Office

2.2.1 PSC ’s field office shall be either separate from Contractor’s field office or, if in the same structure as Contractor’s field office, shall have at least one outside door with and a separation door.

2.2.2 Weather tight and have ample lighting, windows and heating and ventilating systems.

2.2.3 Doors: Locks with 2 keys for each door and padlock hasps.

2.2.4 Furnish the following equipment, which may be reclaimed at the completion of the Work, in the office:

a. Two guest chairs

b. One normal office desk, approximately 3 feet x 5 feet

c. Two office chairs

3. TEMPORARY BARRIERS AND ENCLOSURES

3.1 General

3.1.1 The Contractor shall provide, install, and maintain necessary temporary barriers, warning signs, and other safety measures to protect the general public and property.

3.1.2 The Contractor will be required to work within limitations imposed by MDOT and

MDOC facility/security requests with respect to vehicular and pedestrian traffic. If it becomes necessary to occupy a traffic lane for any length of time, proper directional signs, flashers and barricades shall be provided at the Contractor's expense in accordance applicable MDOT Traffic Control Typicals. The

Bidding and Contract Document Project Name: Caro Center - Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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Contractor will replace if damaged or stolen, all barricades, flares, and night protection at Contractor’s expense, all being considered as incidental to the work.

3.2. Security Measures

3.2.1 Site Security

a. Construction site security is the responsibility of the Contractor.

b. Contractor shall secure gates with padlocks “daisy chained” to Owner padlock. Contractor to provide 2 keys to PSC for Contractor padlocks.

3.2.2 Site Fencing

a. Contractor to provide temporary construction fencing around open excavations with a depth of 4-feet or greater from surrounding grade at the active demolition areas of Site. The fence shall be constructed from high visibility snow fencing. Contractor to remove fencing at the completion of the work.

4. TEMPORARY CONTROLS

4.1. Soil Erosion and Sediment Control (SESC)

4.1.1 The Contractor shall comply with all Contract Documents, approved SESC plans, permit conditions and with Parts 31 and 91 of Public Act 451 of 1994. The Contractor shall obtain a Soil Erosion and Sedimentation Control (SESC) permit from the appropriate MDTMB-DCD. Permit Fees and MDTMB-DCD routine inspections will be paid for by the Contractor.

4.1.2 Prior to beginning any earth change over 1 acre in surface area or within 500-feet of a water body, the Contractor shall retain a EGLE Certified Storm Water Operator (CSWO) to provide the required SESC reports (which include the weekly and storm event reports as well as all follow up reports for both violations and storm event corrections) on the standard EGLE form. The Contractor shall provide the reports to the PSC on a weekly basis and retain those reports for 3 years. Contractor shall provide PSC with copies of the SESC permit application and permit.

4.1.3 Prior to beginning any earth change over 1 acre in surface area or within 500-feet of a water body, and during the life of the contract, the Contractor shall install and maintain all temporary SESC measures as shown on the Contract Documents, SESC plans, and as directed by the Owner, CSWO, MDEQ, or MDTMB-DCD, until the Owner officially takes over responsibility for the site.

4.1.4 Immediately prior to Owner taking responsibility for the site, the Contractor:

a. shall clean all catch basins affected by the construction.

b. shall put all temporary SESC measures in satisfactory condition as determined by the CSWO.

4.1.5 All temporary SESC measures will remain in place and will become the property of the Owner when responsibility for maintaining the SESC measures becomes the Owner’s responsibility.

4.1.6 The Contractor shall conduct all excavation, filling, grading and clean-up operations in a manner such that sediment generated by wind or water is not discharged off site or into any storm sewer, drainage ditch, river, lake, air or underground utility system. Stage the work per plan to minimize the area of exposed soil, thereby reducing the opportunity for soil erosion.

Bidding and Contract Document Project Name: Caro Center - Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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4.1.7 Water from trenches and other excavations shall be passed through an approved filtration bag that meets standards of the SESC inspector to remove sediments from the water before it is released into the storm water drainage system.

4.1.8 If sediment extends beyond the project limits, the Contractor shall be responsible for cleanup and restoration of all surfaces and utility systems to the condition that existed prior to the Contract award.

4.1.9 All SESC measures shall be maintained daily.

4.1.10 Should violations (regardless of a fine being assessed) be identified by the

Owner, CSWO or MDTMB-DCD, they shall be corrected within 24 hours of notification. The correction(s) shall be approved by the Owner, CSWO or MDTMB-DCD. All subsequent inspections performed by the Owner, CSWO or MDTMB-DCD as a result of the violation (and any other associated costs) will be paid by the Contractor. If identified violations are not corrected within 24 hours of written notice, the Owner shall have the right to make necessary repairs at the Contractor's expense, without being required to provide further notice to Contractor.

4.1.11 Fines assessed as a result of the violation for non-compliance of the SESC provisions will be paid by the Contractor. Should a “Stop Work” order for non-compliance be issued, a time extension request for that time period will not be granted.

4.1.12 Only one Seven Day Notice will be issued for violations of the SESC provisions.

Should subsequent violations be identified, the contractor will be expected to make the satisfactory correction within 24 hours of notification. Should the corrections not be made, the Owner, without further notice to the Contractor, will correct the violation. The cost of the corrective action will be charged to the

4.2 Dust Control

4.2.1 The Contractor shall comply with applicable air pollution control requirements and shall take appropriate actions to eliminate air pollution. Failure to eliminate dust from leaving the site shall result in a stop work order until adequate measures are in place.

4.2.2 Contractor will implement necessary measures to control dust to regulated levels of the site, including but not limited to, one or more of the following measures:

a. Applying water on the haul roads;

b. Applying water to the concrete crusher

c. Misting equipment and excavation faces;

d. Spraying water (using atomizer) on active areas of building demolition, excavation and material sorting;

e. Hauling materials in tarped containers;

f. Reducing speed of vehicles in work areas;

g. Covering excavated areas and material stockpiles;

h. Stopping work.

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4.3 Dirt Trackout

4.3.1 If necessary, the Contractor will be required to install a gravel bed apron (3 inches deep, 25 feet long, 12 feet wide per lane and edged by rock berm or row of stakes), to reduce dirt trackout from unpaved truck exit routes. Any dirt trackout onto adjacent roadways will be required to be removed daily.

5. CONSTRUCTION DEBRIS AND WASTE CONTROL

5.1 The Contractor shall provide and administer a system for disposal of construction debris and shall be responsible for seeing that the site is at all times free of accumulated debris caused by the construction. For purposes of this paragraph, debris shall include ALL materials used in construction including construction roads and pads. Special attention should be given to materials that could leach into the ground, including but not limited to lime-based materials, all chemicals, and any liquids except clean water.

5.2 The Contractor in encouraged to recycle as much of the demolished materials as possible.

5.3 All combustible debris shall be removed to a solid waste disposal site properly licensed under Act 87 of the Public Acts of 1965 of the State of Michigan.

5.4 No burning or burying of debris or wastes will be permitted on the Site.

5.5 Prevent the accumulation of wastes which could create hazardous conditions.

5.6 Disposal of any wastes in storm or sanitary sewers is prohibited.

5.7 Inspect Site daily, or as required, to verify that requirements for cleanliness are being met.

5.8 Should the Contractor not execute the work required in this section, the Owner reserves the right to perform the work by other forces and deduct the cost from the contract price.

6. CONFINED SPACES

6.1 The workplace may contain permit confined spaces and entry is allowed only through compliance with a confined space program as defined by 29 CFR 1910.146. The contractor is responsible for assessing real or potential atmospheric hazards and other serious safety and health hazards in the confined space. The contractor shall provide all necessary equipment for confined space entry. The contractor will inform the PSC of procedures followed and hazards confronted or created during entry operations.

7. HAZARDOUS SUBSTANCE SPILLS

7.1 Releases of hazardous substances that pose a significant threat to health and safety, or that, by their very nature, require more than a routine response, are emergency situations. If a release of an emergency nature occurs, call 911 immediately. Provide all applicable information and stay on the phone until told to hang up. Contact PSC who will contact Owner. If a non-emergency release of a hazardous substance occurs, contact the PSC immediately. PSC shall make the determination on whether a spill needs to be reported to EGLE or the National Response Center and will provide instructions to

Bidding and Contract Document Project Name: Caro Center - Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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7.2 Contractor will be responsible to cleanup and/or remediate any hazardous or nonhazardous spill in accordance with applicable laws, regulations and ordinances and Section 02 47 00 Construction Waste Management.

Bidding and Contract Document Project Name: Caro Center - Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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SECTION 01 78 00

CONTRACT CLOSEOUT

1. CLOSEOUT PROCEDURES

1.1 A walk-through will be conducted by Professional Services Contractor (PSC) with the Contractor upon substantial completion of the work, and punch lists developed of items to be completed before the project can be closed out.

2. CLOSEOUT SUBMITTALS

2.1 The Contractor shall provide all data and information as required in Section 01 30 00 – “Administrative Requirements” and elsewhere in this specification.

2.2 Construction Safety Documentation

2.2.1 The Contractor shall provide written documentation of the following site safety information, as it pertains to the project only:

a. List of all lost time accidents

b. Reportable incident rate (total hours worked)

c. Details of any MIOSHA site visits, including resulting citations, violations, or actions

2.3 Warranty

2.3.1 The Contractor shall provide a written guarantee stating that all work performed and material furnished is free from all defects in workmanship, and material for a period of one year, unless noted otherwise, after the equipment has been accepted by the Owner. Final payment or Certificate of Substantial Completion, whichever is issued first, shall constitute Owner acceptance.

2.4 Certificate of Occupancy

2.4.1 The Contractor shall provide a copy of the Certificate of Occupancy for each building demolished.

2.5 Complete Disposal Documentation

2.5.1 The Contractor shall provide all copies of Bills of Lading, Weight Receipts and all Special Waste Manifests.

2.6 SESC Closeout Documentation

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1. SCHEDULES:

1.1 Attached are the following forms (alternate forms can be substituted if approved by PSC):

1.1.1 Certificate of Substantial Completion.

1.1.2 Affidavit and Consent of Surety.

1.1.3. Contractor Closeout Checklist.