Attachment 2 - Statement of Work DBEH 20-1563.pdf

Engineering Support Lift Station Various ES210012

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00.00 30 SUMMARY OF WORK

basic description and special administration instructions of the selected project.

01 33 00 SUBMITTAL PROCEDURES

general procedures regarding submittals, data normally submitted for review to establish conformance with the design concept and contract documents

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

safety and occupational health requirements for the protection of Contractor and Government personnel, property, and resources

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

listing of organizations whose publications are referenced in other sections of the specifications.

01 45 00.00 10 QUALITY CONTROL

Contractor Quality Control for construction projects or design-build construction projects

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

environmental protection and other environmental temporary controls

01 78 00 CLOSEOUT SUBMITTALS

closeout submittals including: revised project documents, warranty management, testing, adjusting and balancing, O & M manuals, and cleanup

01 78 23 OPERATION AND MAINTENANCE DATA

Operation and Maintenance (O&M) data packages, manuals and training

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION AND DECONSTRUCTION

demolition, deconstructon, dismantling, reconditioning and disposal of existing building materials, equipment and utilities as a part of new construction or renovation work

DI VI SI ON 03 - CONCRETE

03 20 00.00 10 CONCRETE REINFORCING

concrete reinforcement, including welded wire reinforcemetn and fibrous reinforcing

03 30 00 CAST-IN-PLACE CONCRETE

cast-in-place concrete not exposed to a marine or high chloride environment

PROJECT TABLE OF CONTENTS Page 1

03 39 00.00 10 CONCRETE CURING

cast-in-place concrete curing

03 41 16.08 PRECAST CONCRETE SLABS

flat-shaped or channel-shaped roof slabs, max. span 8 feet o.c.

DI VI SI ON 22 - PLUMBI NG

22 13 29 SANITARY SEWERAGE PUMPS

sewage and sludge pumps for domestic type waste

DI VI SI ON 26 - ELECTRI CAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

common to all electrical sections

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

earthwork activities for buildings, utilities, roadways, railroads, and airfields

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

potable and non-potable (i.e., raw water, sea, salt water) systems

33 30 00 SANITARY SEWERAGE

piping and appurtenant structures for an exterior sanitary sewer system

33 31 23.00 10 SANITARY SEWER FORCE MAIN PIPING

force mains and inverted siphons for sewage systems

33 32 13.13 SEWAGE LIFT STATIONS, WET WELL TYPE

furnishing and installing a package-type underground wet well type sewage-lift station

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 30

SUMMARY OF WORK

10/14 basic description and special administration instructions of the selected project.

PART 1 GENERAL

1.1 SUMMARY

1.2 PROJECT DESCRIPTION

1.2.1 Civil/Site

1.2.1.1 88928 (Greenhouse)

1.2.1.2 55853 (Area 59 Main Lift)

1.2.1.3 62728 (TWWTP CHT) and 62729 (TWWTP BLG)

1.2.1.4 90404 (Poseidon BLG), 90405 (Poseidon CHT), 79140 (Trident

BLG) and 79139 (Trident CHT)

1.2.2 Electrical

1.2.2.1 88928 (Greenhouse)

1.2.2.2 55853 (Area 59 Main Lift)

1.2.2.3 62728 (TWWTP CHT) and 62729 (TWWTP BLG)

1.2.2.4 90404 (Poseidon BLG), 90405 (Poseidon CHT), 79140 (Trident

BLG) and 79139 (Trident CHT)

1.3 REFERENCES

1.4 SUBMITTALS

1.5 CONTRACT DRAWINGS

1.5.1 Layout of Work and Elevations

1.6 WORK SCHEDULING

1.6.1 Requirements

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

1.7.1 Facility Contents

1.7.1.1 Responsibilities

1.7.1.2 Maintain Clean Work Areas

1.7.1.3 Damage To Existing Equipment

1.7.1.4 New Material and Construction Equipment

1.7.2 Construction Area Access And Control

1.7.2.1 Access and Control Requirements

1.7.3 Vehicle Parking

1.7.3.1 Requirements

1.8 GOVERNMENT-FURNISHED EQUIPMENT

1.9 ON-SITE PERMITS

1.9.1 Utility Outage Requests And Connection Requests

1.9.1.1 Requirements

1.9.2 Protection of Work

1.9.3 Burn Permits

1.10 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.10.1 Removal

1.10.2 Housekeeping

1.10.3 Salvage of Material And Equipment

SECTION 01 11 00.00 30 Page 1

1.10.3.1 Salvage Items

1.10.4 Waste Disposal

1.10.5 Cleanup

1.10.6 Salvage And Disposal Record Keeping

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Space Force Restricted Area Requirements (Black & Blue

Restricted Unescorted Badge)

3.2 CCSFS VEHICLE INSPECTION

3.3 CCSFS DELIVERIES

3.3.1 Non-Hazardous Deliveries

3.3.2 Hazardous Deliveries

3.4 RESPONSIBILITIES

3.5 EXCAVATION

3.5.1 Dig/Utility Locate Permit Requirements

3.5.1.1 Location of Buried Structures and Utility Lines

3.5.1.2 Excavation, Trenching, and Backfilling

3.5.1.3 Cutting of Roads, Streets, Driveways, and Paved Areas

3.5.2 Restrictions

3.5.3 Temporary Shoring, Bracing And Supports

3.5.4 Barricades

3.6 LAND SURVEYING REQUIREMENTS

3.6.1 Contractor Provided Survey Support

3.6.1.1 Horizontal Reference Datum

3.6.1.2 Vertical Reference Datum

3.7 HOISTING AND LIFTING

3.7.1 Lifting Operation Plan

3.8 QUALITY CONTROL

3.8.1 Licenses

3.8.2 Quality Control Manager

3.8.3 Government Inspection/Approval

3.8.4 Inspection Files

3.9 SUPERINTENDENT

3.10 CONSTRUCTION SCHEDULING REQUIREMENTS

3.10.1 Contractor Coordination Meetings

3.10.2 On-Site Construction Sequence

-- End of Section Table of Contents --

SECTION 01 11 00.00 30 Page 2

ES210012REV2 ES210012REV2

SECTION 01 11 00.00 30

SUMMARY OF WORK

10/14

PART 1 GENERAL

1.1 SUMMARY

The work to be performed under this project is located at Cape Canaveral Space Force Station. Cape Canaveral Space Force Station is located at the end of State Road 401, north of Port Canaveral.

The work to be performed under this project consists of providing the labor, equipment and materials to repair various lift stations including all temporary power and bypass to ensure continuous operations of sanitary sewer systems unless outages are authorized by the Contracting Officer in advance of the outage .

1.2 PROJECT DESCRIPTION

1.2.1 Civil/Site

1.2.1.1 88928 (Greenhouse)

Demolish Existing lift station and construct new lift station adjacent to existing to include new wet well, pump and piping. Provide new wash down water with hose bibb. Remove/demolish abandoned septic tanks in vicinity of Greenhouse lift station.

1.2.1.2 55853 (Area 59 Main Lift)

Demolish existing lift station and construct new lift station adjacent to existing to include new pumps and piping. Evaluate whether existing wet well can be relined or must be replaced. Retrofit valve pit for overflow storage.

1.2.1.3 90404 (Poseidon BLG), 90405 (Poseidon CHT), 79140 (Trident BLG) and 79139 (Trident CHT)

Bring piping assemblies aboveground and install new valve assemblies.

Retrofit existing valve pit for overflow storage. Provide new wash down water with hose bibb to either the BLG or CHT at each location (not both).

1.2.2 Electrical

1.2.2.1 88928 (Greenhouse)

Provide new wash down water with pressure sensor. Program CITECT screen to display psi. Verify power supply is adequate,install new control panel, new disconnect and new SCADA system.

1.2.2.2 55853 (Area 59 Main Lift)

Verify power supply is adequate, install new control panel, new disconnect and new SCADA system; program CITECT screen to display psi for potable water pressure at existing hose bibb.

SECTION 01 11 00.00 30 Page 1

1.2.2.3 90404 (Poseidon BLG), 90405 (Poseidon CHT), 79140 (Trident BLG) and 79139 (Trident CHT)

Provide new wash down water with pressure sensor to either the BLG or CHT at each location(not both). Program CITECT screen to display psi. Note:

Control panels for all four to be replaced under DBEH 17-0908 and are not a part of this project.

1.3 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.

45TH SPACE WING (SWI)

45 SWI 31-1 Integrated Defense Plan

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2015; ERTA 2015) Life Safety Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

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

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.4 SUBMITTALS

Contracting Organization approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer:

Utility Outage Requests

Connection Requests

Premises/Access Plan

Lifting Operation Plan

Superintendent Contact and Qualifications

SD-11 Closeout Submittals

Solid Waste Disposal Diversion Tracking

Contractor Survey Record Drawings

SECTION 01 11 00.00 30 Page 2

1.5 CONTRACT DRAWINGS

See Drawing Index for list of project drawings.

Contract drawings, maps, and specifications will be furnished to the Contractor either hard copy or electronic at the Government's discretion.

Reference publications will not be furnished.

I mmediately check furnished drawings and notify the Contracting Officer of any discrepancies.

The drawings indicate the general location and arrangement of existing conditions. Field measurements may be necessary to determine the size and quantity of materials. Conditions which are obvious/visible or which should be reasonably anticipated by the Contractor on inspection will not be considered under the Differing Site Conditions clause of this contract.

1.5.1 Layout of Work and Elevations

Verify d imensions and elevations indicated in the layout of work.

Discrepancies between the drawings, specifications and/or existing conditions must be referred to the Contracting Officer in writing, for review, before the affected work is performed. Failure to make notification shall place the responsibility upon the Contractor to carry out the work in a satisfactory and workmanlike manner.

1.6 WORK SCHEDULING

Work Schedules for all on-site activities must be reviewed and approved by the Contracting Officer prior to start of the project; and all activities coordinated with the Contracting Officer once work has begun.

Contractor shall allow for non-access days where construction activity is prohibited due to hazardous operations or launch activity. When possible, the Government will provide 24 hour notification each time the restrictions are invoked.

1.6.1 Requirements

Working hours will normally range between the hours of 7:30 AM and 4:00 PM (0730-1600) excluding Saturdays, Sundays and Federal Holidays. If work must be done during periods other than above, additional Government inspection and Range Support personnel may be required. Notification must be given to the Contracting Officer five working days in advance of intention to work during other periods to allow assignment of additional inspection forces when the Contracting Officer determines that they are reasonably available. If such support is reasonably available, the Contracting Officer may authorize work to be performed during periods other than normal duty hours/days. Work beyond normal hours/days may be required for major utility outages. Its is to the government's discretion to request copies of contractor inspection records for periods worked on holidays and weekends (FAR 52.246-12 Inspection of Construction).

No construction work shall take place over the Christmas/New Year holiday period. This period will start one full work day before the Federal Christmas holiday and end the first work day after the Federal New Year Holiday. The Contractor may request to work during this time at the discretion of the Contracting Officer, however no base support will be available.

SECTION 01 11 00.00 30 Page 3

If night work is required from 1 May to 31 October between 2100 to 0600 hours, a light management plan must be reviewed and approved through the Contracting Officer and 45 CES Environmental (45 CES/CEIE) at least 45 days prior to night work commencement.

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

Building(s) will not be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, the Contractor shall submit a Premises/Access Plan to the Contracting Officer or Representative for approval. The plan shall include a sequence of procedures, means of access, space plan for storage of materials and equipment, and use of approaches, corridors, and stairways.

This plan must comply with NFPA 101 requirements that all exits and exit access must be maintained at all times. Base Fire Department is required to approve any deviations which affect the exiting or exit access from the building.

1.7.1 Facility Contents

1.7.1.1 Responsibilities

The schedule of work shall be closely coordinated with the Contracting Officer. Unless otherwise stated, remove all furniture, equipment, curtains, drapes, pictures, blackboards, etc., as required to perform the work. Any movable or fixed furniture, equipment, carpet, etc., remaining in the work area shall be covered and protected from damage. All relocated items shall also be protected from damage throughout the construction period. After completion of work and prior to final acceptance, replace removed items in their original location.

1.7.1.2 Maintain Clean Work Areas

All work areas shall be kept clean at all times. Contractor shall prevent introduction of dirt or dust into areas adjacent to the work areas. All materials, tools and equipment shall be thoroughly cleaned prior to being brought into the work areas or adjacent areas.

1.7.1.3 Damage To Existing Equipment

Any damage must be reported to the Contracting Officer immediately. Damage to existing materials, equipments, systems, or properties occurring from Contractor activities or neglect, shall, at the sole discretion of the Contracting Officer, be repaired or replaced by the Contractor at no cost to the Federal Government.

1.7.1.4 New Material and Construction Equipment

Only material and construction equipment designated for performance of contract work may be stored at the construction site or located in Government-controlled warehouses or shop facilities.

SECTION 01 11 00.00 30 Page 4

1.7.2 Construction Area Access And Control

1.7.2.1 Access and Control Requirements

Exclusive use or control of any area will not be allowed as the Government must have access to all areas at all times. All work must be scheduled around operational constraints.

1.7.3 Vehicle Parking

1.7.3.1 Requirements

Job and support vehicles for workers will be parked in designated parking areas within reasonable access to the worksite. All vehicle operators must comply with all traffic laws including mandatory seat belt usage, speed limits and hauling restrictions. Contractor shall be responsible for repairing or replacing any facility/grounds damaged areas.

1.8 GOVERNMENT-FURNISHED EQUIPMENT

Government will furnish to the Contractor the following property to be incorporated or installed in the work, or used in its performance.

Maintain and protect Government furnished property once it is on the construction site.

ITEM DESCRIPTION QUANTITY LOCATION FOR PICK-UP POINT

Underground utility locations

Quantities indicated for the above-listed items marked with an asterisk are estimates. It is the intention of the Government to furnish all quantities of the asterisk items required to complete the work as specified.

Quantities stated for the above items not marked with an asterisk are all that will be furnished by the Government. Contractor shall furnish any additional quantities required.

1.9 ON-SITE PERMITS

1.9.1 Utility Outage Requests And Connection Requests

Schedule work to hold outages to a minimum.

Utility outages and Connection Requests required during the execution of work that affect existing systems must be arranged at the convenience of the Government, which may require scheduling outside of the regular working hours or on weekends, at no additional cost to the Government.

Each Utility Outage and Connection Requests must state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.9.1.1 Requirements

A written request for a utilities outage (electricity, communication, SECTION 01 11 00.00 30 Page 5 water, compressed air, gas, steam, air conditioning, fire detection and suppression systems, etc.) must be submitted to the Contracting Officer at least 14 calendar days in advance of the desired outage. Approval is required prior to scheduling any outage. All limitations noted on the approved outage authorization must be carefully observed. A utilities outage without prior approval and coordination is prohibited.

Utility outages affecting fire alarm, fire detection, fire suppression, fire pumps and water supplies to fire protection systems greater than 4 hours will require a fire watch.

Since many systems are critical to facility operations, the number and duration of utility outages must be kept to an absolute minimum. All work effort must be coordinated and sufficient manpower, materials, and equipment must be provided to complete the work within the authorized outage window.

Existing utility services may be interrupted only when approved by the Contracting Officer. The interruption must be scheduled at a time of minimum demand on the utility, convenient to the Government. Outages on weekends, holidays, or evenings must be performed at no additional cost to the Government.

Make all necessary arrangements to schedule and provide connections to existing utilities and to cause minimum interruption to system operation.

All temporary utility hook-ups and disconnects must be made by the Contractor.

If the Contractor fails to comply with a scheduled outage, the cost to reschedule the outage will be deducted from the final contract payment.

1.9.2 Protection of Work

All construction work requires a Work Clearance Request, AF Form 103. This permit is processed by the Government and provided to the Contractor. It is required prior to the start of any construction at the project site and must be posted in a conspicuous location on site during all construction activities.

Obtain (from technical representative), prepare, and properly complete "Base Civil Engineering Work Clearance Request" AF Form 103. Prior to submitting 103 for review and approval, mark in white paint all locations requiring utility locates and a commercial utility locate ticket number must be obtained by calling SUNSHINE at 1-800-432-4770. Provide coordination for location of buried structures and utility lines before beginning any work involving digging/excavation. Contact the Government Technical Representative to schedule locates prior to any excavation. The Technical representative must be the first and the last to coordinate on the AF Form 103.

After excavation permit has been obtained and prior to any excavating, verify with Cape Support (853-5211) that there are no "Critical Days" that would prevent excavation.

Temporarily halt any machine excavation work or other surface penetration when approaching within 5 feet of the existing utility line until the Contractor has exposed the utility line by hand excavation to fix its location.

SECTION 01 11 00.00 30 Page 6

1.9.3 Burn Permits

Burn permits are required for any spark, flame, or welding activity.

Obtain Burn Permits , with technical representative guidance, through the CES Customer Services for all hot work on the project site.

Post Permits at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on any USAF facility.

1.10 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.10.1 Removal

Remove and/or relocate only those materials or items of equipment specifically indicated in the drawings and specifications. Perform r emoval operations in such a manner that adjacent areas, installed equipment, or existing utilities are not damaged. Repair all openings that occur due to removal or demolition operations to match adjacent, existing surfaces. Any damage incurred during removal operations shall be repaired at no additional cost to the Government.

1.10.2 Housekeeping

Provide s ufficient personnel and equipment to ensure compliance with all housekeeping requirements. Work will not be allowed in those areas that do not comply with the requirements of Section 14.C of EM 385-1-1 . Job sites are to be kept clean on an ongoing, daily basis. All areas are to be thoroughly cleaned prior to leaving the jobsite at completion of project work.

1.10.3 Salvage of Material And Equipment

All salvageable materials or items to be removed remain the property of the Federal Government. Salvageable items are listed below in the paragraph entitled, "Salvage Items". Transport s alvageable items and deposite at the Defense Logistics Agency Office - Disposition Services (DLA) at Jacksonville, Florida at the contractor's expense.

Salvageable material must be segregated and separated into categories before transport. Material must be palletized or moveable by forklift (maximum 10,000 lbs). For material that is not palletized, it will be the responsibility of the Contractor to provide labor support for material removal.

Deliveries to DLA must be scheduled through the Contracting Officer a minimum of 72 hours in advance. All salvageable items delivered to DLA shall be accompanied by a properly prepared DD Form 1348. This form will be furnished by the Contracting Officer. Furnish a signed copy by DLA reflecting the turn in materials to the Contracting Officer.

Maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor is responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

Protect material to be salvaged and reinstalled during removal and stored to prevent damage.

SECTION 01 11 00.00 30 Page 7

For reference purposes salvageable is defined as: items, material, equipment which can be refitted, reworked, and restored and put to use or sold. The Contracting Officer shall have sole discretion as to determining whether any particular item is salvageable.

1.10.3.1 Salvage Items

The following equipment and materials shall be salvaged for the Government:

a. Existing pumps at Facility No. 88928 and 55883.

b. Existing valve pit metal lids at all list stations requiring demolition of valve pit or vavle pit lids.

Inspect any additional items to determine whether salvageable or debris.

Deliver all salvageable materials to the DLA facility within Cape Canaveral Space Force Station at Contractor's expense. Salvageable material delivery must also be accompanied by a properly prepared DD Form 1348.

1.10.4 Waste Disposal

Remove non-salvageable material and debris from work areas and disposed of daily. Dispose of C&D at a State approved disposal site.

Refer to Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS for further waste disposal and record keeping requirements.

1.10.5 Cleanup

Upon completion of the construction each day, leave the work premises in a clean, neat and workmanlike condition, satisfactory to the Contracting Officer.

1.10.6 Salvage And Disposal Record Keeping

Maintain and submit quarterly and at the completion of the project the SOLID WASTE DISPOSAL DIVERSION TRACKING form to the Contracting Officer of all materials removed from the job site. I nclude waste materials disposed in landfills and materials reused on the job, sold for salvage and recycled.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Space Force Restricted Area Requirements (Black & Blue Restricted Unescorted Badge)

Access to construction sites located in restricted areas requires a Black & Blue Restricted Area Unescorted Badge. Contractor is responsible for satisfying the prerequisites for unescorted entry and/or providing escorted entry to a restricted area for all their personnel and subcontractor personnel. Escort services will not be provided by the

SECTION 01 11 00.00 30 Page 8

Government. It is the Contractor's responsibility to determine the minimum number of personnel needed and obtain the required badges with escort authority in order to meet the contract requirements. Failure to do so could result in denied access to the construction site, interruption of performance and negatively impact timely contract completion.

Individuals meeting the 45 SWI 31-1 security requirements will be allowed to acquire restricted area badges. If the Contractor has proper clearance in JPAS, the Contractor may complete an AF Form 2586 "Unescorted Entry Authorization Certificate" (signed by the CE Security Manage in signature block #2) and transmit it to the Facility Manager of the restricted area for signature. After obtaining signatures, the individual must make an appointment with Visitor Control Center (321-853-5261) to obtain a Restricted Area Badge.

In order for Contractor personnel to enter restricted areas, a Restricted Area Badge for the area is required. Those individuals not in possession of a Restricted Area Badge (RAB) must remain under the surveillance of the escorts at all times while working in the restricted area. Escorts are subject to having their base access privileges revoked if it is found that they are not in visual contact with the employees they are escorting. The required responsibilities and duties of an escort shall be adhered to by all Contractor and subcontractor personnel. 45 SWI 31-1 and Restricted Area Badge Processing Guide outline the requirements and procedures in obtaining a restricted area badge.

Contingent upon the location and nature of the work, a construction site "Free Zone" may be established by the Commander of the restricted area site. If the area is designated as a construction site "Free Zone", only normal access requirements will apply.

3.2 CCSFS VEHICLE INSPECTION

The Oversized Vehicle Search Area is located on State Road 401 near the Visitor Control Center. Manned Operating hours are scheduled from 0600-1700. For after hours access, call CC SFS Security Forces at (321) 853-2121 to coordinate entry. Mandatory inspection is required for all:

Commercial Vehicles, Tractor Trailers, Trailers, RVs and Boats. Allow ample time for inspections, especially for the critical delivery period of mixed concrete. The government will not be responsible for rejected batches, caused by Contractor delays. Advance coordination is highly recommended.

3.3 CCSFS DELIVERIES

3.3.1 Non-Hazardous Deliveries

All deliveries of construction material and equipment to job sites (including cement trucks) shall use the CCSFS South Gate for access. To the maximum extent possible, deliveries shall be scheduled between 1000 and 1500 hours to avoid the peak traffic volume times. The driver of each delivery vehicle and their passengers must have the following:

a. A valid photo ID; and

b. A valid bill of lading; and

c. A known delivery point on CCSFS; and

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d. An on-base or local phone number and POC to vouch for delivery

Only deliveries that can be verified will be allowed to proceed. Special deliveries, deliveries after normal business hours, or deliveries that cannot negotiate through the barricades must be coordinated in advance.

All delivery vehicles must be inspected by Security Forces personnel prior to being allowed to proceed onto the installation.

3.3.2 Hazardous Deliveries

Deliveries of fuel, large volume of chemicals, or other hazardous materials shall comply with this section. All hazardous deliveries must enter through the same gates as non-hazardous delivers and have the information required for non-hazardous deliveries (see subpart entitled "Non-Hazardous Deliveries" of this section). Only deliveries that can be verified will be allowed to proceed. In addition, hazardous deliveries must be scheduled a minimum of 48 hours in advance for escort by Security Forces to and from job site. Contractors shall contact the CCSFS Security at 321-853-2121 to arrange for hazardous delivery escorts. Deliveries that have not arranged in advance for Security Forces escorts will be turned away and must be re-scheduled.

3.4 RESPONSIBILITIES

The Government reserves the right to revoke badging authority, escort authority and/or base access privileges for any person, at any time and for any reason. Contractor understands that the Government has made every attempt to identify potential delays associated with background checks and badging requirements and those delays have been considered in the construction schedule. Delays resulting from the Contractor's failure to follow the badging guidelines above are not considered grounds for contract extension or compensation.

3.5 EXCAVATION

3.5.1 Dig/Utility Locate Permit Requirements

Accomplished excavation only after the Dig permit is received and utility locates accomplished and then with extreme caution to prevent damage to the existing buried utilities in the area. All open trenches must comply with OSHA regulations. All excavation must be further approved by daily contact with Cape Support (321-853-5211).

3.5.1.1 Location of Buried Structures and Utility Lines

Accurately locate and stake structures and utility lines indicated by the Government provided Utility Locators on CC SFS. If unidentified underground utilities are encountered during excavation, notify the Contracting Officer and cease operations until they are properly identified.

3.5.1.2 Excavation, Trenching, and Backfilling

Open only those trenches for which material is ready to be placed. As soon as approved by the Technical Representative, backfill trenches and tamp as required by the drawings and specifications. As a minimum, replace the topsoil and grass by seeding the disturbed area, water and maintain for a minimum of 60 calendar days. All excavation must be in compliance with OSHA regulations. Mark or barricade construction work which may present a

SECTION 01 11 00.00 30 Page 10 hazard.

3.5.1.3 Cutting of Roads, Streets, Driveways, and Paved Areas

Repair roads, streets, and paved parking areas which require surface cutting under this project within 10 calendar days after initial cutting.

The topping must be a minimum of 2 inches of asphalt and match existing (concrete topping on asphalt areas is not allowed). Mark, barricade, and illuminate construction work on or near roads or streets which may present a traffic hazard per OSHA 29 CFR 1910 . Provide signaling, lighting, and barricades in the construction area conforming to the Manual on Uniform Traffic Control Devices, OSHA 29 CFR 1926 .201 and 1926.202. Closures of Streets, parking lots, and other traffic areas will not be permitted unless approved by the Contracting Officer after written request 14 calendar days before the scheduled closure.

3.5.2 Restrictions

Excavation at work sites may be accomplished with machinery only after underground utilities have been identified and with approval by Contracting Officer.

Hand digging is required within five feet of located underground utilities.

3.5.3 Temporary Shoring, Bracing And Supports

All new excavation and trenching work must be securely and safely supported during installation with temporary, but substantial, shoring, bracing, hangers and other supports as required by OSHA regulations. After new work is completed and completely cured (if required) and all permanent fasteners, anchors and supports are properly installed, the temporary supports must be removed.

3.5.4 Barricades

Place guardrails, fences or other suitable barricades and warning lights at all open excavations/trenches which are adjacent to paths, walkways, sidewalks, vehicle parking areas, and other pedestrian or vehicle thoroughfares. Coordinate with 45 CE Environmental prior to placing warning lights.

3.6 LAND SURVEYING REQUIREMENTS

Land surveying, to include all projections and datum points, is required for all modifications affecting civil site plans (e.g., utilities, additions, new construction or storm water modifications). The survey must be performed by a State of Florida Professional Licensed Surveyor (PLS) and submitted by the Contractor in digital and hard copy format.

3.6.1 Contractor Provided Survey Support

Record drawings must reflect all civil site developments such as new facility and/or land modifications, external structural changes to aboveground structures, and changes to underground structures and utilities external to facilities located on lands owned by or held in leasehold interest of the federal government.

Information in record drawings must include, but not be limited to:

SECTION 01 11 00.00 30 Page 11

Location of all new lines, conduits, valves, fittings, fire hydrants, meters, terminal points using at least two ties to permanent points (manholes, power poles, curbs, or storm water inlets), or GPS coordinates with accuracy to 0.39 inches or better unless more stringent accuracy requirements are specified in other sections of this contract. Locate manhole, catch basin, and storm water control structures noting top of rim, inverts, weirs, dimensions and conduit sizes and material entering the structure. An acceptable station and offset system may be used for service lines and fittings only.

Location of new lines from property easement lines or edges of pavement at intervals of 300 feet .

All utility routing and interface changes must be reflected on the drawings to scale and defined with sufficient dimensions.

Locate with elevation all improvements constructed or modified including but not limited to pavement, striping, curbs, sidewalks, signs, gutters, walls, fences, buildings, pads, open stormwater conveyance systems, stormwater retention/detention ponds, etc.

Elevation information should be adequate to illustrate flow patterns, retention capacity and overflow levels. Ground contours at intervals of 1 foot in elevation shall be shown on unpaved areas of the site on the sketch of survey.

Facilitate the receipt of surveyed coordinates for facility footprint corners coordinates and underground structures and utilities external to facilities by submitting digital data using the spatial reference identified below to 45 CES through the Contracting Officer within five

(5) working days of foundation construction, or open excavation.

Record drawing prints will be drawn at a minimum scale of 1 inch = 100 feet . Enlarge areas requiring additional detail as necessary.

Provide r ecord drawings in digital format (AutoCAD Civil 3D, version 2012 or later). Information should be provided in separate layers/levels as specified by GIS/GeoBase Development Manager and in at least the same degree of separation as the design drawings that were provided. Designation for naming of layers/levels must adhere to current DOD, A/E/C CAD Standards with strict adherence to layer format. https://cadbim.usace.army.mil/. New like items shall be contained in the same levels to permit easy conversion to ArcGIS layers.

Draw all Civil features contained within the drawing package in ArcGIS layers conforming to the most current SDSFIE schema standard. All applicable attribution will be filled in prior to final delivery.

Layers will be in shape file, personal geodatabase or file geodatabase. Upon completion of survey, the as-built drawings will be certified by professional licensed surveyor

Ensure all lines, letters, and details are sharp, clean, and fully legible.

Five (5) reproducible print and one digital copy in an electronic storage media (AutoCAD Civil 3D, version 2012 or later, drawn in ArcGIS layers conforming to the most current SDSFIE schema standard) and PDF of the Contractor Survey Record Drawings are required for

SECTION 01 11 00.00 30 Page 12 submittal.

3.6.1.1 Horizontal Reference Datum

Reference all surveys to WGS1984 17 North UTM (G1674) - 2012 aligned to with ITRF08 (epoch date 2005.0), unless specified otherwise by the GIS/GeoBase Development Manager.

3.6.1.2 Vertical Reference Datum

Reference all surveys to EGM96, unless specified otherwise by the GIS/GeoBase Development Manager. The survey shall include a description of the reference benchmarks from which the EGM96 has been determined.

3.7 HOISTING AND LIFTING

3.7.1 Lifting Operation Plan

Have a Lifting Operation Plan and procedure that is fully in accordance with the requirements of OSHA regulations, and include drawings/sketches of lifting slings, lifting equipment, and tag lines. The plan must show weights, center of gravity, and clearances of load over entire lift.

Provide plans with details showing any structural mounting of hoisting equipment on sheaves or structural steel, and show loading calculations on any such structural mounting showing forces, weights, turning moments, etc. A procedure must accompany the drawings describing all lifting operations. Use spreader bars wherever necessary to prevent hoisting cables from contacting equipment/material.

3.8 QUALITY CONTROL

It is the Contractor's responsibility to provide, inspect and document the level of quality that has been established by all applicable standards, codes and guidelines. Use skilled workers, an adequate number of which are thoroughly trained and have a minimum of 3 years experience in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for the proper performance of the work in each section of these specifications. Submit Superintendent Contact and Qualifications to the Contracting Officer.

3.8.1 Licenses

Contractor or their subcontractors must be licensed by the State of Florida or have an equivalent out-of-state license in all areas applicable to this contract or as otherwise stated elsewhere in this contract.

Provide copies of licenses and certificates to the Contracting Officer.

Asbestos Abatement Contractor must be licensed by the State of Florida.

3.8.2 Quality Control Manager

The Quality Control Manager must direct the execution of the Contractor's approved Quality Control Plan with exclusive responsibility for administration of the plan and inspections of work. The Quality Control Manager must be available during normal duty within thirty (30) minutes after notification to meet with the Contracting Officer, or designated representative. The Quality Control Manager must be a different individual than the project superintendent.

SECTION 01 11 00.00 30 Page 13

3.8.3 Government Inspection/Approval

When the Contractor considers that the work is acceptable to the Government and is complete, he/she must inform the Contracting Officer, or designated representative, and the Government Project Manager that the work is complete and ready for inspections. In the event that the work is not acceptable, the Contractor must record a list of items noted by the Government Project Manager, A subsequent inspection may take place in order to review the corrected items. The Government is not required to inspect all work.

3.8.4 Inspection Files

The Contractor is responsible for keeping inspection files for all projects. Files must include on site records of all inspections conducted by the Contractor and the necessary corrective actions taken. Daily Reports must be kept and made available to the Government throughout the contract performance period and for the period after completion until final settlement of any claims made under this contract.

3.9 SUPERINTENDENT

Provide name and qualifications and past experience for review. Designate a competent superintendent who has full authority to act for the Contractor and who will be the primary contact with the Government until acceptance. Contractor's superintendent must be at the job site at all times when work is taking place and have full authority to act for the Contractor.

3.10 CONSTRUCTION SCHEDULING REQUIREMENTS

3.10.1 Contractor Coordination Meetings

Attend weekly project meetings, not to exceed 3 hours, scheduled by the Government. Contractor's Superintendent must attend the scheduled coordination meetings. Subcontractor representatives must attend as required.

Discussion must address the progress schedule, potential factors of delay, deficiencies, material delivery schedules, submittals, and safety issues.

3.10.2 On-Site Construction Sequence

Perform t he required work in a sequence to minimize the time when potable water, panelboards, transformers, power supply, etc. are inoperative or out-of-service. Remove a single item of equipment, install the new replacement item, tie in required utilities, test, and restore the new item of equipment to fully operational status before removing subsequent equipment when possible.

-- End of Section --

SECTION 01 11 00.00 30 Page 14

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18 general procedures regarding submittals, data normally submitted for review to establish conformance with the design concept and contract documents

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.2 SUBMITTALS

1.3 PREPARATION

1.3.1 Transmittal Form

1.3.2 Submittal Format

1.3.2.1 Format of SD-01 Preconstruction Submittals

1.3.2.2 Format for SD-02 Shop Drawings

1.3.2.2.1 Drawing Identification

1.3.2.3 Format of SD-03 Product Data

1.3.2.3.1 Product Information

1.3.2.3.2 Standards

1.3.2.3.3 Data Submission

1.3.2.4 Format of SD-05 Design Data

1.3.2.5 Format of SD-06 Test Reports

1.3.2.6 Format of SD-07 Certificates

1.3.2.7 Format of SD-08 Manufacturer's Instructions

1.3.2.7.1 Standards

1.3.2.8 Format of SD-09 Manufacturer's Field Reports

1.3.2.9 Format of SD-10 Operation and Maintenance Data (O&M)

1.3.2.10 Format of SD-11 Closeout Submittals

1.3.3 Source Drawings for Shop Drawings

1.3.3.1 Source Drawings

1.3.3.2 Terms and Conditions

1.3.4 Electronic File Format

1.4 QUANTITY OF SUBMITTALS

1.4.1 Number of SD-01 Preconstruction Submittal Copies

1.4.2 Number of SD-02 Shop Drawing Copies

1.4.3 Number of SD-03 Product Data Copies

1.4.4 Number of SD-05 Design Data Copies

1.4.5 Number of SD-06 Test Report Copies

1.4.6 Number of SD-07 Certificate Copies

1.4.7 Number of SD-08 Manufacturer's Instructions Copies

1.4.8 Number of SD-09 Manufacturer's Field Report Copies

1.4.9 Number of SD-10 Operation and Maintenance Data Copies

1.4.10 Number of SD-11 Closeout Submittals Copies

1.5 INFORMATION ONLY SUBMITTALS

1.6 PROJECT SUBMITTAL REGISTER

SECTION 01 33 00 Page 1

1.6.1 Submittal Management

1.6.2 Preconstruction Use of Submittal Register

1.6.3 Contractor Use of Submittal Register

1.6.4 Approving Authority Use of Submittal Register

1.6.5 Action Codes

1.6.6 Delivery of Copies

1.7 VARIATIONS

1.7.1 Considering Variations

1.7.2 Proposing Variations

1.7.3 Warranting that Variations are Compatible

1.7.4 Review Schedule Extension

1.8 SCHEDULING

1.9 GOVERNMENT APPROVING AUTHORITY

1.9.1 Review Notations

1.10 DISAPPROVED SUBMITTALS

1.11 APPROVED SUBMITTALS

1.12 APPROVED SAMPLES

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Appendix A - Submittal Register

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and

SECTION 01 33 00 Page 3 other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

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Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.1.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.2 SUBMITTALS

Contracting Organization approval is required for all submittals. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register

1.3 PREPARATION

1.3.1 Transmittal Form

1.3.2 Submittal Format

1.3.2.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

SECTION 01 33 00 Page 5

1.3.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches , except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

Present shop drawings sized 8 1/2 by 11 inches as part of the bound volume for submittals. Present larger drawings in sets. Submit an electronic copy of drawings in PDF format.

1.3.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Reserve a blank space, no smaller than 2x2 inches on the right-hand side of each sheet for the Government disposition stamp.

1.3.2.3 Format of SD-03 Product Data

Present product data submittals for each section as a complete, bound volume . Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it…