Specs.pdf

REBUILD PAVING/PARKING

AT

U.S. COAST GUARD CUTTER SANGAMON

CUTTER SUPPORT TEAM PEORIA

EAST PEORIA

ILLINOIS

PROJECT No. 5625581

OCTOBER 2014

COMMANDING OFFICER, CIVIL ENGINEERING UNIT MIAMI

15608 S.W. 117TH AVENUE

MIAMI, FLORIDA

33177

TABLE OF CONTENTS

DIVISION 01 GENERAL REQUIREMENTS

Section 01 11 00 Summary of Work Section 01 32 01.00 10 Progress Schedule Section 01 33 00 Submittal Procedures Appendix 01 33 00.A Submittal Register

DIVISION 02 EXISTING CONDITIONS

Section 02 41 00 Demolition

DIVISION 03 - 31 NOT USED

None

DIVISION 32 EXTERIOR IMPROVEMENTS

32 11 23 Aggregate And Or Graded Crushed Aggregate Base 32 12 17 Hot Mix Bituminous Pavements 32 13 13.06 Portland Cement Concrete Pavements For Roads and Site Facilities 32 17 23.00 20 Pavement Markings

DIVISION 33 EXTERIOR UTILITIES

33 40 00 Storm Drain Utilities

DIVISION 34 - 48 NOT USED

ENCLOSURES SURVEYS

ENCLOSURES REFERENCE DRAWINGS

-- End of Table of Contents --

USCGC SANGAMON 5625581

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 GENERAL DESCRIPTION

The Work includes furnishing all labor, tools, equipment, materials and supervision for maintenance and repair work at the U.S. Coast Guard Cutter SANGAMON, East Peoria, Illinois. The project includes work in the paved parking lots of the Main building and the Shop building. The Work generally includes, the following Base Bid work, but is not limited to the following:

a. Phase I

1. Remove all existing asphaltic concrete paving adjacent to the Shop Building including aggregate base course to a depth below the proposed finish grades.

2. Provide new storm water drainage system including precast inlet and reinforced concrete pipe.

3. Provide new 8” Portland Cement Concrete Pavement and 6” aggregate base course to link the concrete pavement of the buoy pen with the concrete ramp of the Shop Building and offer a durable surface for the forklift and buoys.

b. Phase II

1. Remove all existing asphaltic concrete paving adjacent to the Main Building including aggregate base course to a depth below the proposed finish grades.

2. Provide new 3” bituminous concrete pavement and 8” aggregate base course for the parking lot.

c. Provide new pavement markings and refurbishing of existing car stops to delineate same amount of parking spaces.

Refer to the paragraph entitled “Specific Work Requirements” below for more detailed requirements.

1.1.1 Specific Work Requirements

In addition to the general work requirements described above and specified herein and on the drawings, provide/comply with the following additional requirements:

a. Work sequence and schedule must be coordinated and approved by Contracting Officer as described in Section 01 32 01.00 10, Progress Schedule. Coordinate supply and equipment staging areas with the Contracting Officer’s Representative (COR).

b. Establish with Coast Guard approval a temporary staging area for equipment, supplies and contractor parking.

01 11 00

c. Coordinate with the COR to minimize impact to building occupants and facility users.

d. Construction sequencing should be designed to minimize disruption to traffic, building occupants and facility users. Proper traffic control measures must be in place at all times. Utilizing the "Manual of Unified Traffic Control Devices" (MUTCD) as a reference:

The Contractor should (daily) identify the location of trucking/equipment operations with standard MUTCD signage and this information should be presented at the Station daily brief.

Special emphasis should be directed for the safety (and control) of all Station personnel walking/working within the construction zone.

Certified flaggers should be used where traffic movement cannot be reasonably managed with other standard control devices.

All haul trucks and mobile equipment must have working back-up alarms.

On material haul days, i.e., when asphalt, rock or other materials are brought on the Station, it is important to pre-plan for the influx of large vehicle traffic and control foot traffic that might encroach on the traffic path.

e. When concrete has cured and been accepted, the completed slab can be opened to traffic and construction may begin on the remaining side.

f. The Contractor performing the Work must have and be able to show the following credentials:

(1) State License.

Refer to the submittal register for additional requirements.

1.2 UNIT PRICING

a. None required.

1.3 GOVERNMENT FURNISHED EQUIPMENT (GFE)

a. The Work does not contain or include Government Furnished Equipment.

1.4 TEMPORARY FACILITIES

None required.

1.5 PROJECT PERFORMANCE PERIOD

The total contract performance period shall be 120 calendar days which includes the time needed to submit, review and approve all material submittals and complete all project record (closeout) documents. After work at the site begins, perform the Work continuously during normal working hours and show daily progress until all work is complete.

1.6 HOLD POINT CONSTRUCTION INSPECTIONS

a. The following are minimum Hold Point Construction Inspections required by the Government. The Work represented by each hold point shall be held open and made available for viewing until an on-site inspection and approval for each respective hold point is completed by the COR.

Representative hold point inspections include:

• leaving typical excavations open until the indicated piping, utility integrity tests, foundations and similar below-grade construction activities are viewed and approved as conforming to the requirements of the Construction Contract Documents;

b. Correct all Work deemed not acceptable by the COR to meet the requirements of the Construction Contract Documents at no addition to the Project Performance Period or cost to the Government.

c. Schedule the following specific Hold Point Construction Inspections along with the related Prior Notice to Inspect to the Work. Provide the COR with not less than a (7) calendar day prior notice to each required Hold Point Construction Inspection. The COR shall perform the Hold Point Construction Inspections. Indicate each listed Hold Point Construction Inspection along with each companion Prior Notice to Inspect in the Project Progress Schedule specified under section 01 32

01.00 10, “Progress Schedule”.

Hold Point Construction Required Inspection Designation COR Inspect

(1) Storm Sewer

a) Field Staking YES

b) Inspection of Delivered Pipe Sections YES

c) Inspection of Delivered Inlet Type YES

d) Inspection of Delivered Frame & Grate YES

e) Inspection of Delivered End Treatment YES

f) Pipe Markings YES

g) Trench Excavation YES

h) Trench Bed Preparation YES

(2) Portland Cement Concrete

a) Field Staking YES

b) Subgrade/Subbase Trimming YES

c) Subbase Thickness Test YES

d) Form Alignment YES

e) Reinforcement YES

f) Longitudinal Construction Joint YES

g) Transverse Expansion Joint YES

h) Transverse Contraction Joint YES

i) Transverse Construction Joint YES

(3) Hot Mix Asphalt

a) Field Staking YES

b) Subgrade Trimming YES

c) Subgrade Thickness Test YES

1.7 LOCATION

The work scheduled is located at:

USCGC SANGAMON

97 Conference Center Drive East Peoria, IL 61611-9570

1.8 INSPECTION PRIOR TO BID

Prospective bidders are encouraged to visit the site to familiarize themselves with the existing conditions. Arrangements for visiting the site may be made by contacting:

MKC Michael E. Bacher Telephone: (309) 694-2319 E-Mail: Michael.E.Bacher@uscg.mil

1.9 DRAWINGS ACCOMPANYING SPECIFICATION

Drawings to be used with these specifications shall consist of U.S. Coast Guard Drawing No. M2051-D, 11 sheets.

1.10 WORK HOURS AND PROGRESS CHART SPECIAL TIME EVENTS AND ACTIVITIES

1.10.1 Normal Working Hours

The Contractor shall perform the Work at the site from Monday through Friday from:

7:30 AM to 3:30 PM.

Unless modified under paragraph 1.10.2 Special Work Hour Requirements below, the Contractor shall not have access to the site for the performance of any portion of the Work beyond these hours, during federal holidays nor weekends.

1.10.2 Special Work Hour Requirements

There are no special work hour requirements scheduled for this project.

1.10.3 Special Progress Chart Time Events and Activities

Schedule and indicate the following special time events and activities in the construction Progress Schedule specified in Section 01 32 01.00 10, “Project Schedule”.

a. Provide notice to the COR at least 7 calendar days prior to the scheduled commencement of the Final Inspection.

1.11 SPECIAL WORK REQUIREMENTS

The following Special Work Requirements shall be strictly enforced:

a. Coordinate all phasing requirements with USCGC SANGAMON. Include phasing requirements in Bid Proposal.

1.12 SPECIFIC ENVIRONMENTAL REQUIREMENTS

All material, whether hazardous or non-hazardous, shall be disposed in accordance with laws and provisions and Federal, State, or local regulations. Ensure waste is properly characterized. The result of each waste characterization (TCLP for RCRA materials) will dictate disposal requirements. The waste characterization shall be a submittal to the COR for Coast Guard records.

1.12.1 Disposal Documentation

Submit written evidence to demonstrate the hazardous waste treatment, storage, or disposal facility (TSD) is approved for hazardous waste disposal by the EPA, State or local regulatory agencies. Submit one copy of the completed hazardous waste manifest, signed and dated by the initial transporter in accordance with 40 CFR 262. Provide a certificate that the waste was accepted by the disposal facility.

1.12.2 Payment for Hazardous Waste

Payment for disposal of hazardous and non-hazardous waste will not be made until a signed copy of the manifest from the treatment or disposal facility certifying the amount of hazardous waste-containing materials or non-hazardous waste delivered is returned and a copy is furnished to the Government.

1.12.3 Work Adjacent to Waterways

Implement Best Management Practices (BMP) to maintain Water Quality pursuant to State regulations. At a minimum, dumpsters and/or other waste receptacles used onsite must be structurally sound without any penetrations and remain covered when not in use or during inclement weather. Additional BMPs shall include the use of tarps and working enclosures to prevent any other debris and contaminated surface water from reaching the waterway.

1.13 SAFETY PROGRAM

1.13.1 General

The Contractor is wholly responsible for work site safety. The Contractor shall implement a safety program that protects the lives and health of personnel in the construction area, prevents damage to property and avoids work interruptions. The Contractor shall provide appropriate safety measures including but not limited to barricades, signs and signal lights as well as complying with the requirements of all applicable Federal, State and Local safety laws, rules and regulations.

1.13.2 Compliance

The Contractor is specifically required to comply with the requirements of the U. S. Army Corps of Engineers "Safety and Health Requirements Manual" (EM 385-1-1, latest version available) and the “Accident Prevention” clause (FAR 52.236-13). Once accepted, this safety plan shall become part of the contract requirements. Note: This review/acceptance does not in any way relinquish the Contractor from responsibility for work site safety nor the obligation to comply with the OSHA regulations found in 29 CFR 1910 & 1926 or any other State or Local safety law, rule or regulation applicable to the contract work. The Coast Guard will cooperate fully with the Department of Labor (Occupational Safety and Health Administration) in their enforcement of OSHA regulations.

1.13.3 Safety Plan

The Contractor shall submit a written safety plan. At a minimum, this plan shall describe the Contractor's general safety program and identify specific safety provisions for hazards incidental to the contract work such as elevated working surfaces, working over water, working from floating work platforms, overhead crane operations or similar conditions of the work.

1.13.4 Safety Data Sheets and Material Handling Procedures

1.13.4.1 Data Sheets

Submit Safety Data Sheet (SDS) for all materials containing hazardous substances required for contract execution. Information provided in SDS’s shall meet the requirements of 29 CFR 1910.1200. SDS’s require Contracting Officer review and acceptance prior to bringing these materials on site.

1.13.4.2 Material Storage

Limit the quantity of these materials stored on site to the amount needed for execution of work. Storage of excess materials will not be permitted.

Assure that the storage of these materials comply with all applicable federal, state, and local laws and regulations and provide additional storage facilities (paint lockers, etc.) as required for the storage of such materials. Coordinate the physical location of storage areas with the On-site Representative prior to bringing these materials on site. Refer to paragraph 1.19 below for related requirements.

1.13.4.3 Protective Measures

The Contractor shall take all protective measures outlined on the SDS’s and as required by federal, state and local regulations to protect all personnel in the vicinity of the work area from exposure to these materials. The Contractor shall include any required protective measures in the Safety Plan. The COR shall review protective measures prior to allowing use of these materials.

1.13.4.4 Disposal of Excess Material

The Contractor shall dispose of all excess hazardous materials as required by the SDS and all applicable federal, state, local laws and regulations.

Refer to paragraph 1.20 below for related requirements.

1.14 AVAILABILITY OF UTILITY SERVICES

Reasonable amounts of the following utilities will be made available without charge.

a. Electricity;

b. Potable Water.

Pay all costs incurred in connecting, converting, and transferring all of the utilities to the Work. Make all utility connections (providing backflow preventers, for example) and all utility disconnections (removal of electrical transformers, for example).

Provide temporary sanitation facilities for all personnel under the Contractor’s employ in conformance with the paragraph entitled Special Contract Requirements of the Construction Contract.

1.15 UNDERGROUND AND CONCEALED UTILITIES

The utility locations shown on the drawing are diagrammatic, not exact.

Physically verify the location and elevation of the existing underground and concealed utilities local to the work area. Employ electronic techniques to scan the construction site including electromagnetic and sonic equipment prior to commencing the Work. Mark the surface of the ground where existing underground utilities are discovered.

Notify the COR and the cognizant utility companies at least 3 working days before excavating. Mark the excavation route and intersecting utilities.

The COR and utility company representatives will review the Contractor's layout and notify the Contractor if any known utilities have been left unmarked. Employ handwork for soil removal around all buried utilities.

Shore up buried utilities located within the area to be excavated to prevent sagging, bending, breakage, and other damage.

Excavation made with power-driven equipment is not permitted within two feet of known Government-owned utilities or subsurface construction. For work immediately adjacent to or for excavations exposing a utility or other buried obstruction, excavate by hand. Start hand excavation on each side of the indicated obstruction and continue until the obstruction is uncovered or until clearance for the new grade is assured. Report damage to utility lines and or subsurface construction to the COR immediately.

1.16 UTILITY OUTAGES

Issue a notification to the COR prior to interrupting or shutting down any utility. Identify the utility, reason for interruption, proposed time of interruption, and duration of interruption. Do not interrupt utilities until authorized by the COR. Refer to paragraph 1.10.3.a for prior notice time requirements.

1.17 WORK COORDINATION

Closely coordinate all work with the COR in order to minimize disturbances to personnel and operations.

1.18 CONTRACTOR USE OF PREMISES

The Work will be performed on a Coast Guard operational military installation. Become familiar with and obey station fire, traffic, and security regulations. Personnel under the employ of the Contractor shall not stray from the immediate area of work or direct avenues of ingress and egress unless authorized in advance by the COR. USCG personnel will occupy and be active in all adjacent areas bordering the Work. Therefore, isolate each construction area with temporary partitions and dust controls as required. Provide movable high-visibility safety fencing about all work areas and equipment lay-down areas located outdoors. Provide temporary covers on excavations when excavations are held open over night.

1.19 STORAGE AREA

The Contractor will be provided a storage area in a location determined by the COR. Restore the storage area to its original pre-construction condition at the completion of the Work. Repair all damage incurred to buildings or pavement as a result of storage activities.

1.20 CLEANUP

Keep the work area, including storage area, free from accumulations of waste materials on a daily basis and comply with all federal, state and local regulations pertaining to the storage, transport and disposal of wastes. The Use of Coast Guard waste disposal facilities including garbage cans, trash piles or dumpsters is strictly prohibited, unless approval is granted as specified herein. Provide covered waste containers to temporarily store all waste materials to prevent construction dust and debris from spreading onto active areas of the Coast Guard facility.

1.21 STORM PROTECTION

Take every practicable precaution to minimize danger to persons, the Work, and to adjacent property should warnings of winds of gale force or stronger be issued. Precautions shall include, but not be limited to, closing all openings, removing all loose materials, tools and equipment from exposed locations, and removing or securing scaffolding and other temporary work.

1.22 RECEIPT OF MATERIALS

Address all shipments of equipment, materials, and supplies to the Contractor - not the Government. The Contractor must be on hand to accept shipments; the Government will not accept shipments.

1.23 DELIVERY AND STORAGE

Carefully handle, properly store and adequately protect all equipment and materials to prevent damage before and during installation, in accordance with the manufacturer's recommendations. Replace all damaged or defective items at no additional cost to the Government. The COR shall designate the location of storage and staging areas. The Contractor shall be responsible for the security of all delivered materials and equipment. Secure all materials and equipment delivered to the site to prevent shifting or movement onto active areas of the Coast Guard facility.

1.24 SECURITY

Submit a list of the names of all personnel who will be working on the site prior to the preconstruction conference for approval. Provide an updated list to the Contracting Officer 72 hours in advance of commencing on-site activities. The Contractor may submit a revised list at any time during the project. Only personnel on the approved listing will be allowed onto the project site.

1.25 RECORD DOCUMENTS

The Record Documents shall be comprised of the Operation and Maintenance Manuals and the Record Drawings. Maintain at the job site (2) sets of full size Contract Drawings marked to show any deviations which have been made from the Construction Contract Documents, including buried or concealed construction and utility features revealed during the course of construction. Keep these drawings current with all deviations marked daily and available for review by the COR at all times. These marked Contract Drawings shall form the basis for the Record Drawings. The Record Drawings, along with the Operation and Maintenance Manuals, form the project Record Documents (refer to section 01 33 00, “Submittal Procedures”, for Operations and Maintenance Manuals compiling instructions and additional requirements).

The COR must approve and sign the project Record Documents (which include the Record Drawings) prior to release of Final Payment. Final Payment will not be approved until the marked Record Drawings are delivered to and approved by the Contracting Officer. Final Record Drawings must be submitted prior to requesting final inspection.

1.26 FINAL INSPECTION AND ACCEPTANCE

When the work is complete and ready for final inspection, submit a written request for final inspection to the Contracting Officer. Refer to paragraph

1.10.3.1 for Final Inspection prior notification requirements.

1.27 WARRANTIES

Endorse all warranties and/or guarantees, either implied or expressed, for individual equipment to the Government.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

-- End of Section --

SECTION 01 32 01.00 10

PROJECT SCHEDULE

1.1 GENERAL

Prepare a Construction Progress Schedule in conformance with the section entitled Deliveries or Performance contained within the Construction Contract. Reflect all major milestones and events for the entire duration of the construction contract. Prepare the Construction Progress Schedule in a horizontal bar graph format referencing all of the construction contract work activities to a time scale. Divide and subdivide the project into a sufficient number of work activities that can accurately display the work sequence, activity duration interplay of activities, and dollar value of each activity in graphical form.

1.2 RESPONSIBILITIES

Execute the work within the time stated in the Construction Contract.

1.3 SUBMITTALS

Submit a preliminary single draft schedule copy of the Construction Progress Schedule prior to the Pre-Construction Conference. The preliminary single draft copy shall reflect time periods but will not show dates of Notice to Proceed (NTP) and completion. By having the draft schedule at the pre-construction conference, the Contracting Officer and Contractor can discuss any apparent inconsistencies or omission, and approval can be expedited.

Once a NTP date has been established, submit a minimum of (3) copies of the final Construction Progress Schedule including Schedule of Values no later than (5) calendar days after receiving the NTP. The final Construction Progress Schedule shall reflect all dates.

Submit updated Construction Progress Schedule every month along with the Request for Payment.

2.1 PROGRESS SCHEDULE

Construction Progress Schedule shall have project name, location, contract number and company name. The final Construction Progress Schedule, with the NTP and Construction Contract completion date filled in, shall be signed.

At the left side of the Construction Progress Schedule form, list the following in columns.

a. Activity Number and Description - At a minimum, break down the project into 10 activities. If enough detail is given on the progress schedule, then the activity breakdown may be done at the Contracting Officer's discretion. Activities can be of various origins (i.e., by specification section, by logical sequence of work, by breakdown used for bid estimates, etc.) Additional activities important to the progress of the Construction Contract but conducted by others - such as testing conducted by agencies not related to the Contractor or the delivery of Contractor Installed Government Furnished Equipment, 01 32 01.00 10 interruption of existing utilities - may be considered for addition to the Progress Schedule by the Contractor, or added by the Contracting Officer at the Contracting Officer’s discretion.

b. Specification Section Reference - This is optional. Use only if the breakdown of activities directly correlates with the specification sections.

c. The Activities Percentage (i.e. 50%) or Weight (i.e. 5) of the entire contract based on Dollar Value - the cumulative percentage should add up to 100 percent.

d. Estimated Value of the Activity - Profit and overhead should be distributed throughout activities or listed as a separate line item and distributed over the entire length of the project. The total values should add to the Contract Amount.

Establish the time schedule across the top of the sheet for the entire project duration. Divide the project into months, weeks, or days depending on the length of the project and an appropriate time scale.

Lay out a bar graph opposite each activity, corresponding to the schedule start date and extended for the scheduled duration of the activity. Indicate the percentage of the activity, which you intend to complete each week above or below each bar.

3.1 UPDATING SCHEDULE

Update and submit Construction Progress Schedule every month with progress payment showing actual progress. Updated Construction Progress Schedule shall include the original information and an updated actual progress curve using a broken line.

3.2 DELAYS

Notify the Contracting Officer, in writing, within 3 calendar days if there is reason to believe that the delivery of any material or equipment, the shortage of qualified labor, delays caused by others, or the occurrence of any other difficulty may cause delay in executing the Work as scheduled.

3.3 PROGRESS CHART

A sample Construction Progress Schedule chart is shown on the following page. This should only be used as a guide. The Sample Chart displays the "basic type" of information, which should be included in the submitted progress schedules, but is not limited to the indicated activities, such as Submittals, Manuals, Test and Balance, etc.

--End of Section --

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUBMITTALS REQUIRED

Items to be submitted are specified in each applicable Section of this specification and listed in the submittal register. Submittals shall be approved before procurement, fabrication, or delivery of items to the job site. Submittals shall include the manufacturer's name, trade name, catalog model or number, nameplate data, size, layout dimensions, capacity, project specification and paragraph reference, applicable Federal, Military, industry and technical society publication references, and other information necessary to establish contract compliance of each item that the Contractor proposes to furnish. Indicate the description of what is being submitted on the submittal cover sheet.

1.2 TIMING OF SUBMITTALS

1.2.1 General

Submit submittals in sufficient time and in such sequence to avoid delays in the Work. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer’s Representative (COR) and returned to the Contractor electronically within 10 working days after receipt. Large submittals shall be submitted electronically via CD to prevent overloading government servers. Commence submittal procedures upon receiving the Notice to Proceed.

1.2.2 Commencing the Submittal Process

Commence the shop drawing submittal process upon award of project. Special attention shall be given to the long lead items to avoid delays in the Work.

1.2.3 Preparation of Electronic Submittals

Prepare electronic submittals from one division complete and submit together and at the same time – piecemeal submittals from within each division are not acceptable and will be returned without review at the discretion of the Contracting Officer. In addition, submittals whose layouts and design are dependent on the Work included in other divisions (example: shop drawing submittal indicating a new mechanical utility building whose construction, size, layout and orientation depends on the type, manufacturer and size of the mechanical and electrical equipment contained within) shall also be returned without review at the discretion of the Contracting Officer if all related submittals from other applicable divisions are not submitted simultaneously. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer and returned to the Contractor within 10 working days after receipt by the Contracting Officer.

1.2.4 Long-Lead Items

Comply with the requirements specified in the Letter of Award. Submit a list of long lead items within 5 calendar days of Award. This list shall identify items such as, but not limited to materials, fabrication and delivery of

01 33 00 items to the job site. Prepare submittals and submit those items in sufficient time to avoid delays.

1.3 DEFINITION

Contractor shall review individual specification sections for submittal requirements and applicable publications relating to submittals. Typical submittal types and numbers of each required are as follows:

1.3.1 Preconstruction Submittals (1 electronic copy each)

Submit all preconstruction submittals for approval within (7) calendar days after the Notice of Award date. For projects requiring a preconstruction conference, all preconstruction submittals shall be approved prior to the scheduling of the preconstruction conference. For projects not requiring a preconstruction conference, all preconstruction submittals shall be approved prior to the start of any work on-site.

The preconstruction submittals shall include:

a. Progress schedule.

b. Schedule of Values.

c. Long lead items.

d. Personnel list for security access.

e. Safety Plan.

f. Demolition Plan.

g. Existing Conditions.

1.3.2 Shop Drawings (1 electronic copy each)

Shop drawings shall show types, sizes, accessories, elevations, floor plans, sectional views, installation details, elementary diagrams, wiring diagrams, details of equipment and equipment spaces identifying and indicating proposed location, layout and arrangement of items of equipment, control panels, accessories, piping, ductwork, and other items that must be shown to ensure a coordinated installation. Wiring diagrams shall identify circuit terminals and shall indicate the internal wiring for each item of equipment and the interconnection between the items. Drawings shall also indicate adequate clearance for operation, maintenance and replacement of operating equipment devices. If any equipment is disapproved, the drawings shall be revised to show acceptable equipment and be resubmitted. Shop Drawings shall be a minimum of 8–1/2 inches by 11 inches in size using a 1/4" = 1'-0" scale size for ductwork and piping layout outside mechanical rooms, and a 1/2" = 1'-0" scale size for plan views and cross section views of each mechanical room.

1.3.3 Product Data (1 electronic copy each)

Submittals for each manufactured item shall be manufacturer's descriptive literature of cataloged products, equipment drawings, diagrams, performance and characteristic curves and catalog cuts. Submit complete descriptive data for each type of material. Clearly mark data to indicate the type of material the Contractor intends to provide.

1.3.4 Test Reports (1 electronic copy each)

Before delivery of materials and equipment or completion of the Work where indicated, certified copies of all test reports specified in the individual sections shall be submitted for approval.

1.3.5 Samples (2 each)

Submit color (not black and white) printed data or actual pieces of the items where specified in the individual specification sections. The contract prices will not be adjusted due to the Contracting Officer's selection of any color, texture, or pattern submitted.

1.3.6 Colors (1 electronic copy each)

Unless otherwise noted in Contract Documents color selection will be made by the COR.

1.3.7 Certificates of Compliance (1 electronic copy each)

Submit certification from the manufacturer attesting that materials and equipment to be furnished for this project conform and comply to the requirements of this specification and of the referenced publications. Pre-printed certifications will not be acceptable; certifications shall be in the original. The certification shall not contain statements that could be interpreted to imply that the product does not meet all requirements specified, such as "as good as"; "achieve the same end use and results as materials formulated in accordance with the referenced publications"; "equal or exceed the service and performance of the specified materials". The certification shall simply state that the product conforms to the requirements specified.

1.3.8 Standards of Compliance (1 electronic copy each)

When materials or equipment must conform to the standards of organizations such as the American National Standards Institute (ANSI), American Society for Testing and Materials (ASTM), National Electrical Manufacturers Association (NEMA), and Underwriters Laboratories (UL), proof of such conformance shall be submitted to the Contracting Officer for approval. If an organization uses a label or listing to indicate compliance with a particular standard, label or listing, the Contractor shall submit a certificate from an independent testing organization, which is competent to perform acceptable tests and is approved by the Contracting Officer. The certificate shall state that the item has been tested in accordance with the specified organization's test methods and that the item conforms to the specified organization's standard. For materials and equipment whose compliance with organizational standards or specifications is not regulated by an organization using its own listing or label as proof of compliance, a Certificate of Compliance from the manufacturer shall be submitted for approval. The certificate shall identify the manufacturer, the product and the referenced standard and shall simply state that the manufacturer certifies that the product conforms to all requirements of the project specification and of the referenced standards listed.

PART 2 - PRODUCTS

PART 3 - EXECUTION

Provide the submittals listed in the attached Appendix 01 33 00.A and in the format and quantities specified herein.

APPENDIX 01 33 00.A

SCHEDULE OF MATERIAL SUBMITTALS

Rebuild Paving/Parking PROJECT NUMBER 5625581

CONTRACT NUMBER

SPECIFICATION

PARAGRAPH NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R E D

S U B M I S S I O N

D A T

B M I T T A L

N U M B

R

S U B M T T A L

N

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T O

P R O J E

M

N A G

DATE CONTRACTOR

NOTIFIED REMARKS

S H O P

D R A W I N

P

O D U C T

D A

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R E P O R

M P L

R T I F I C A T E S

F

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

I

S T R U C T I O

N U F A C T U R E R

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P R O V

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Division 01

01 11 00 P 1.12.1 Disposal Documentation

X

01 11 00 – P 1.13.3 Safety Plan X

01 11 00 – P 1.13.4.1 Material Safety Data Sheets

X

01 11 00 – P 1.24 Personnel List X

01 11 00 – P 1.25 Record Drawings X

01 11 00 – P 1.26 Final Inspection Notification

X

Division 02

02 41 00 – P 1.4 Preconstruction Submittal of Existing Conditions

X

02 41 00 – P 1.4 Demolition Plan X

02 41 00 – P 1.4 Notification X

Rebuild Paving/Parking PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

Division 32

32 11 23 – P 1.4 Plant, Equipment, and Tools

X

32 11 23 – P 1.4 Waybills and Deliver Tickets

X

32 11 23 – P 1.4 Sampling and Testing X

32 11 23 – P 1.4 Field Density Tests X

32 12 17 – P 1.2 Job Mix Formula X

32 12 17 – P 1.2 Specific gravity test of asphalt;

Coarse aggregate tests; Weight of slab test; Percent of crushed pieces in gravel; Fine aggregate tests;

Specific gravity of mineral filler;

Bituminous mix tests; Pavement courses

Rebuild Paving/Parking PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

32 13 13.06 – P 1.4 Curing Materials;

Admixtures; Dowel;

Submit a complete list of materials including type, brand and applicable reference specifications.

X

Concrete mix design

Aggregate tests;

concrete lump tests;

Air content tests;

Flexural strength tests; Cementitious materials.

X

32 13 13.06 – P 1.4 Ready-mixed concrete plant; Batch tickets;

Cementitious materials.

X

32 13 13.06 – P 1.4 Closeout Submittals X

32 13 13.06 – 2.2.1 Joint Layout Drawings

Rebuild Paving/Parking PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

32 17 23.00 20 – P

1.2 Paints for roads

and streets;

Equipment; Lists of proposed equipment, including descriptive data, and notifications of proposed Contractor actions as specified in this section.

List of removal equipment shall include descriptive data indicating area of coverage per pass, pressure adjustment range, tank and flow capacities, and safety precautions required for the equipment operation.

Rebuild Paving/Parking PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

1.2 Reflective media

for roads and streets; Paints for roads and streets;

High Build Acrylic Coating (HBAC);

Thermoplastic compound; Certified reports from sampling and testing made in accordance with paragraph entitled "Sampling and Testing" prior to the use of the materials at the jobsite. Testing shall be performed in an approved independent laboratory.

Rebuild Paving/Parking PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

31 17 23.00 20 – P

1.2 Reflective media

for roads and streets; Paints for roads and streets;

Volatile Organic Compound, (VOC);

Certificate stating that the proposed pavement marking paint meets the VOC regulations of the local Air Pollution Control District having jurisdiction over the eographical area in which the project is located;

Thermoplastic compound;

Construction equipment list.

1.2 Paints for roads

and streets;

Thermoplastic compound; Submit manufacturer's Material Safety Data Sheets.

Rebuild Paving/Parking PROJECT NUMBER

SUBMITTAL

DESCRIPTION

SUBMITTAL TYPES REQUIRED

R E Q U I R

B M I S S I O N

D A

B M I T T A L

N U M B

S U B M T T

M B

T E

N T R A C T I

T E

T O

P R O J E

N A G

S H O P

D R A W I N

O D U C T

D A

S T

R E P O R

M P L

R T I F I C A T E S

M P L I A N

A N D A R D S

M P L I A N

N U F A C T U R E R

S T R U C T I O

N U F A C T U R E R

R R A N

E R A T I O N

A

I N T E N A N C E

D A

H

P R O V

P R O V E D

W I

M M E N

S A P P R O V

N A L

A P P R O V

Division 33

33 40 00 – P 1.2 Placing Pipe. X

33 40 00 – P 1.2 Frame and Cover for Gratings

SECTION 02 41 00

DEMOLITION

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 145 (1991; R 2008) Standard Specification for

Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes

AASHTO T 180 (2010) Standard Method of Test for Moisture-

Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.6 (2006) Safety Requirements for Demolition

Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 61 National Emission Standards for Hazardous Air

Pollutants

1.2 PROJECT DESCRIPTION

1.2.1 Demolition Plan

Prepare a Demolition Plan and submit proposed demolition and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials, coordination with other work in progress and a detailed description of methods and equipment to be used for each operation and of the sequence of operations

1.2.2 General Requirements

Do not begin demolition or deconstruction until authorization is received from the Contracting Officer. Remove rubbish and debris from the project site. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the COR. In the interest of occupational safety and health, 02 41 00 perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer. Coordinate the work of this section with all other work indicated. Construct and maintain shoring, bracing, and supports as required.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide protective measures to control accumulation and migration of dust and dirt in all work areas.

Remove dust, dirt, and debris from work areas daily.

1.3.2 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition and deconstruction operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the Government and disconnected and sealed by the Contractor.

1.4 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

Preconstruction Submittals

Existing Conditions

Certificates

Demolition Plan Notification

1.5 QUALITY ASSURANCE

Submit timely notification of demolition projects to Federal, State, regional, and local authorities in accordance with 40 CFR 61, Subpart M.

Notify the Contracting Officer in writing 10 working days prior to the commencement of work in accordance with 40 CFR 61, Subpart M. Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSE/SAFE A10.6. Use of explosives will not be permitted.

1.5.1 Dust and Debris Control

Prevent the spread of dust and debris and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution.

1.6 PROTECTION

1.6.1 Traffic Control Signs

a. Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights. Notify the Contracting Officer prior to beginning such work.

1.6.2 Protection of Personnel

Before, during and after the demolition work continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the project site.

1.7 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer.

1.8 EXISTING CONDITIONS

Before beginning any demolition or deconstruction work, survey the site and examine the drawings and specifications to determine the extent of the work.

Record existing conditions in the presence of the COR showing the condition of structures and other facilities adjacent to areas of alteration or removal. Photographs sized 4 inch will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to before starting work. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document.

Submit survey results.

2.1 FILL MATERIAL

a. Comply with excavating, backfilling, and compacting procedures for soils used as backfill material to fill basements, voids, depressions or excavations resulting from demolition or deconstruction of structures.

b. Fill material shall conform to the definition of satisfactory soil material as defined in AASHTO M 145, Soil Classification Groups A-1, A- 2-4, A-2-5 and A-3. In addition, fill material shall be free from roots and other organic matter, trash, debris, frozen materials, and stones larger than 2 inches in any dimension.

c. Proposed fill material must be sampled and tested by an approved soil testing laboratory, as follows:

Soil classification AASHTO M 145

Moisture-density relations AASHTO T 180, Method B or D

3.1 EXISTING FACILITIES TO BE REMOVED

Inspect and evaluate existing structures onsite for reuse. Existing construction scheduled to be removed for reuse shall be disassembled.

Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified. Materials shall be designated for reuse onsite whenever possible.

3.1.1 Utilities and Related Equipment

3.1.1.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition or deconstruction work until all utility disconnections have been made.

Shut off and cap utilities for future use, as indicated.

3.1.1.2 Disconnecting Existing Utilities

Remove existing utilities, as indicated or uncovered by work and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Contracting Officer. When utility lines are encountered but are not indicated on the drawings, notify the Contracting Officer prior to further work in that area. Remove meters and related equipment and deliver to a location in accordance with instructions of the Contracting Officer.

3.1.2 Chain Link Fencing

Remove chain link fencing, gates and other related salvaged items scheduled for removal and transport to designated areas. Remove gates as whole units.

Cut chain link fabric to 25 foot lengths and store in rolls off the ground.

3.1.3 Paving and Slabs

Remove concrete and asphaltic concrete paving and slabs as indicated.

Provide neat sawcuts at limits of pavement removal as indicated. Pavement and slabs not to be used in this project shall be removed from the Installation at Contractor's expense.

3.1.4 Concrete

Saw concrete along straight lines to a depth of a minimum 2 inch. Make each cut in walls perpendicular to the face and in alignment with the cut in the opposite face. Break out the remainder of the concrete provided that the broken area is concealed in the finished work, and the remaining concrete is sound. At locations where the broken face cannot be concealed, grind smooth or saw cut entirely through the concrete.

3.2 DISPOSAL OF REMOVED MATERIALS

3.2.1 Regulation of Removed Materials

Dispose of debris, rubbish, scrap, and other non-salvageable materials resulting from removal operations with all applicable federal, state and local regulations. Storage of removed materials on the project site is prohibited.

3.2.2 Burning on Government Property

Burning of materials removed from demolished and deconstructed structures will not be permitted on Government property.

3.2.3 Removal from Government Property

Transport waste materials removed from demolished and deconstructed structures, except waste soil, from Government property for legal disposal.

Dispose of waste soil as directed.

-- End of Section –-

SECTION 32 11 23

AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

extent referenced. The publications are referred to in the text by basic designation only.

AASHTO T 180 (2010) Standard Method of Test for Moisture-

Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

AASHTO T 224 (2010) Standard Method of Test for Correction for Coarse Particles in the Soil Compaction Test

ASTM INTERNATIONAL (ASTM)

ASTM C117 (2013) Standard Test Method for Materials

Finer than 75-um (No. 200) Sieve in Mineral Aggregates by Washing

ASTM C127 (2012) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate

ASTM C128 (2012) Standard Test Method for Density, Absorption of Fine Aggregate

ASTM C131 (2006) Standard Test Method for Resistance to

Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

ASTM C136 (2006) Standard Test Method for Sieve

Analysis of Fine and Coarse Aggregates

ASTM C29/C29M (2009) Standard Test Method for Bulk Density

("Unit Weight") and Voids in…