P11606075SPCS.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS COMMAND

SPECIFICATIONS

FOR

INSTALL STANDBY GENERATORS

AT

CG AIR STATION BORINQUEN PR HOUSING

WORK ORDER No. 11606075

PROJECT ENGINEER BRANCH CHIEF

TECHNICAL DIRECTOR, by direction

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

300 METRO CENTER BLVD

WARWICK, RHODE ISLAND 02886

AIRSTA BORINQUEN HOUSING INSTALL STANDBY GENERATORS PSN: 11606075

TABLE OF CONTENTS

SPEC SECTION PART PAGE TITLE

01 11 00 1 SUMMARY OF WORK

01 11 00 1 1 GENERAL

01 11 00 1.1 1 WORK COVERED BY CONTRACT DOCUMENTS

01 11 00 1.2 2 ADDITIONAL REQUIREMENTS

01 11 00 1.3 4 PROJECT LOCATION

01 11 00 1.4 4 EXISTING WORK & CONDITIONS

01 11 00 1.5 6 DRAWINGS

01 11 00 2 7 SUBMITTALS

01 11 00 2.1 7 PRE-CONSTRUCTION SUBMITTALS

01 11 00 3 7 EXECUTION

01 14 00 1 WORK RESTRICTIONS

01 14 00 1 1 GENERAL

01 14 00 1.1 1 CONTRACTOR ACCESS AND USE OF PREMISES

01 14 00 1.2 1 SECURITY REQUIREMENTS

01 14 00 1.3 2 EQUIPMENT AREA

01 14 00 1.4 2 SANITARY FACILITIES

01 14 00 2 2 PRODUCTS (NOT USED)

01 14 00 3 2 EXECUTION (NOT USED)

01 32 00 1 CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

01 32 00 1 1 GENERAL

01 32 00 1.1 1 SUBMITTALS

01 32 00 1.2 1 CONSTRUCTION SCHEDULE

01 32 00 1.3 2 UPDATED SCHEDULES

01 32 00 2 2 PRODUCTS (NOT USED)

01 32 00 3 2 EXECUTION

01 32 00 3.1 2 PROGRESS UPDATES

01 33 00 1 SUBMITTAL PROCEDURES

01 33 00 1 1 GENERAL

01 33 00 1.1 1 DEFINTIONS

01 33 00 1.2 3 SUBMITTALS

01 33 00 1.3 3 USE OF SUBMITTALS

01 33 00 1.4 4 PROCEDURES FOR SUBMITTALS

01 33 00 1.5 6 FORMAT OF SUBMITTALS

01 33 00 1.6 8 QUANTITY OF SUBMITTALS

01 33 00 2 8 PRODUCTS (NOT USED)

01 33 00 3 8 EXECUTION (NOT USED)

01 35 29 1 SAFETY & OCCUPATIONAL HEALTH REQUIREMENTS

01 35 29 1 1 GENERAL

01 35 29 1.1 1 REFERENCES

01 35 29 1.2 1 SUBMITTALS

01 35 29 1.3 2 QUALITY ASSURANCE

01 35 29 1.4 2 ACCIDENT PREVENTION PLAN (APP)

01 35 29 2 3 PRODUCTS (NOT USED)

01 35 29 3 3 EXECUTION

01 35 29 3.1 3 CONSTRUCTION

01 35 29 3.2 4 PERSONNEL PROTECTION

01 35 29 3.3 4 EXCAVATIONS

01 35 29 3.4 4 ELECTRICAL

01 35 29 3.5 5 HOUSEKEEPING

TABLE OF CONTENTS (CONT)

SPEC SECTION PART PAGE TITLE

01 50 00 1 1 GENERAL

01 50 00 1.1 1 REFERENCES

01 50 00 1.2 1 SUBMITTALS

01 50 00 1.3 1 CONSTRUCTION SITE PLAN

01 50 00 1.4 1 TEMPORARY UTILITIES

01 50 00 1.5 1 WEATHER PROTECTION

01 50 00 1.6 2 STORAGE AREAS

01 50 00 1.7 2 TEMPORARY SANITARY FACILITIES

01 50 00 1.8 2 TEMPORARY BUILDINGS

01 50 00 2 3 PRODUCTS (NOT USED)

01 50 00 3 3 EXECUTION

01 50 00 3.1 3 TEMPORARY PHYSICAL CONTROLS

01 50 00 3.2 3 TEMPORARY WIRING

01 77 00 CLOSEOUT PROCEDURES

01 77 00 1 1 GENERAL

01 77 00 1.1 1 SUBMITTALS

01 77 00 1.2 1 PROJECT RECORD DOCUMENTS

01 77 00 1.3 1 EQUIPMENT/PRODUCT WARRANTIES

01 77 00 1.4 1 CLEANUP

01 77 00 2 2 PRODUCTS (NOT USED)

01 77 00 3 2 EXECUTION (NOT USED)

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 23 1 1 GENERAL

01 78 23 1.1 1 SUBMISSION OF O&M DATA

01 78 23 1.2 2 TYPES OF INFORMATION REQUIRED

01 78 23 1.3 5 SCHEDULE OF O&M PACKAGES

01 78 23 2 6 PRODUCTS (NOT USED)

01 78 23 3 6 EXECUTION (NOT USED)

01 80 00 FACILITIES PREVENTATIVE MAINT. PROGRAM

01 80 00 1 1 GENERAL

01 80 00 1.1 1 SUBMITTALS

01 80 00 1.2 1 OVERVIEW

01 80 00 1.3 1 REFERENCES

01 80 00 1.4 2 SUBMITTALS

01 80 00 2 2 PRODUCTS

01 80 00 2.1 2 FACILITIES PREVENTATIVE MAINT. PROGRAM

01 80 00 3 5 EXECUTION

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 00 00 1 1 GENERAL

26 00 00 1.1 1 REFERENCES

26 00 00 1.2 1 RELATED REQUIREMENTS

26 00 00 1.3 2 DEFINITIONS

26 00 00 1.4 2 ADDITIONAL SUBMITTALS INFORMATION

26 00 00 1.5 2 QUALITY ASSURANCE

26 00 00 1.6 3 WARRANTY

26 00 00 1.7 3 POSTED OPERATING INSTRUCTIONS

26 00 00 1.8 3 MANUFACTURER’S NAMEPLATE

26 00 00 1.9 4 FIELD FABRICATED NAMEPLATES

26 00 00 1.10 4 WARNING SIGNS

TABLE OF CONTENTS (CONT)

26 00 00 1.11 4 ELECTRICAL REQUIREMENTS

26 00 00 1.12 4 INSTRUCTIONS TO GOVERNMENT PERSONNEL

26 00 00 2 4 PRODUCTS

26 00 00 2.1 4 FACTORY APPLIED FINISH

26 00 00 3 5 EXECUTION

26 00 00 3.1 5 FIELD FABRICATED NAMEPLATE MOUNTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 20 00 1 1 GENERAL

26 20 00 1.1 1 REFERENCES

26 20 00 1.2 3 DEFINITIONS

26 20 00 1.3 3 SUBMITTALS

26 20 00 1.4 4 MAINTENANCE

26 20 00 2 4 PRODUCTS

26 20 00 2.1 4 MATERIALS AND EQUIPMENT

26 20 00 2.2 4 CONDUIT AND FITTINGS

26 20 00 2.3 4 WIRES AND CABLES

26 20 00 2.4 6 SPLICES AND TERMINATIONS

26 20 00 2.5 6 GROUNDING AND BONDING EQUIPMENT

26 20 00 2.6 6 MANUFACTURER’S NAMEPLATE

26 20 00 2.7 6 FIRESTOPPING

26 20 00 2.8 6 WIREWAYS

26 20 00 2.9 6 METER BASE

26 20 00 3 6 EXECUTION

26 20 00 3.1 6 INSTALLATION

26 32 13 1 SPARK IGNITED GENERATOR SET

26 32 13 1 1 GENERAL

26 32 13 1.1 1 SCOPE OF WORK

26 32 13 1.2 2 CODES AND STANDARDS

26 32 13 1.3 3 SUBMITTALS

26 32 13 1.4 3 RELATED SECTIONS

26 32 13 1.5 3 MANUFACTURER & SUPPLIER QUALIFICATIONS

26 32 13 1.6 4 WARRANTY

26 32 13 2 4 PRODUCTS

26 32 13 2.1 4 GENERATOR SET

26 32 13 2.2 6 ENGINE AND ENGINE EQUIPMENT

26 32 13 2.3 6 GENERATOR SET CONTROL AND PROTECTION

26 32 13 2.4 7 CONTROLS

26 32 13 2.5 7 LIQUID PROPANE (LP)

26 32 13 3 7 EXECUTION

26 32 13 3.1 7 SITE PREPARATION

26 32 13 3.2 7 PROPANE SYSTEM

26 32 13 3.3 8 GENERATOR SET

26 32 13 3.4 9 TESTING

26 32 13 3.5 9 INSTALLATION

26 32 13 3.6 9 ACCEPTANCE TEST

26 36 23 1 AUTOMATIC TRANSFER SWITCH

26 36 23 1 1 GENERAL

26 36 23 1.1 1 REFERENCES

26 36 23 1.2 1 RELATED DOCUMENTS

TABLE OF CONTENTS (CONT)

26 36 23 1.3 1 SUBMITTALS

26 36 23 1.4 2 QUALITY ASSURANCE

26 36 23 2 2 PRODUCTS

26 36 23 2.1 2 AUTOMATIC TRANSFER SWITCH

26 36 23 3 3 EXECUTION

26 36 23 3.1 3 INSTALLATION

26 36 23 3.2 3 ACCEPTANCE TEST

26 36 23 3.3 3 FIELD QUALITY CONTROL

31 00 00 1 EARTHWORK

31 00 00 1 1 GENERAL

31 00 00 1.1 1 MEASUREMENT PROCEDURES

31 00 00 1.2 1 PAYMENT PROCEDURES

31 00 00 1.3 1 REFERENCES

31 00 00 1.4 2 DEFINITIONS

31 00 00 1.5 3 SYSTEM DESCRIPTION

31 00 00 2 3 PRODUCTS

31 00 00 2.1 3 BURIED WARNING TAPE

31 00 00 3 4 EXECUTION

33 71 02 1 UNDERGROUND ELECTRICAL DISTRIBUTION

31 71 02 1 1 GENERAL

31 71 02 1.1 1 REFERENCES

31 71 02 1.2 3 SUBMITTALS

31 71 02 2 3 PRODUCTS

31 71 02 3 5 EXECUTION

--End Table of Contents--

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.1.1 The project involves the installation of up to one-hundred thirty (130), standby rated residential generators to provide backup electrical power to dwelling units located at US Coast Guard Air Station Borinquen, Puerto Rico.

1.1.1.2 The Base Bid is forty-five (45) housing units and generator sets. There are five (5) Additive Bid Items totaling eighty-five (85) housing units and generator sets. Refer to Drawing P11606075 Sheet G-101 (Site Plan) for which addresses are Base Bid vs. Additive Bid Items.

Refer to Drawing Sheets G-102 through G-106 for the size of each generator set.

1.1.1.3 The new generators shall be a combination of packaged 16KW, 22KW and 30KW residential grade, liquid propane (LP) vapor, standby rated generator set. Refer to drawing set P11606075 sheets G-102-G-106 for the appropriate size generator for each address. Refer to Specification Section 26 32 13 (SPARK IGNITED GENERATOR SET). All generator sets and their respective transfer switches shall be from one manufacturer.

1.1.1.4 Propane tanks may fuel up to two (2) generator sets and shall be either a 500 US Gallon or 1000 US Gallon vessel. Refer to Drawing Set P11606075 sheets G102-G106 for the appropriate size tank at each address.

1.1.1.5 The work shall include but is not limited to new generators, transfer switches, meter enclosures, liquid propane tanks, concrete foundations, bollards, and reconfiguration of the electrical services at each house.

1.1.1.6 Refer to Drawing Sheets E-501 thru E-504 for existing and new wiring details of each style of home covered under this project.

1.1.1.7 Engine-Generator set shall be installed in strict accordance with the requirements of the manufacturer, NFPA 37 (Standard for the Installation and Use of Stationary Combustion Engines and Gas Turbines), NFPA 70 (National Electrical Code), and the manufacturer’s instructions.

1.1.1.8 Assure each standby generator set is configured to LP as the primary fuel. In the Submittal for the generator set, clearly indicate that the generator sets have been configured to LP as the primary fuel.

SECTION 01 11 00 Page 2

1.1.1.9 Refer to Specification Section 26 32 13 (SPARK IGNITED GENERATOR SET) for propane tank and piping requirements.

1.1.2 Subsurface Utilities, Excavation & Restoration

1.1.2.1 Contractor shall use electromagnetic conductivity and ground penetrating radar and to identify, map and mark existing underground utilities and obstructions prior to digging. The ground shall be clearly marked; any areas where markings cannot be identified by the COR shall require re-marking prior to digging.

1.1.2.2 Refer to Specification Section 31 00 00 (Earthwork) for additional requirements.

1.2 ADDITIONAL REQUIREMENTS

1.2.1 Supervision

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.2.2 Concrete Foundations

1.2.2.1 Concrete foundations shall be formed and poured on-site; no pre-cast foundations.

1.2.2.2 Refer to Drawing sheets G102-G106 for locations and sizes of respective generators and tanks and Drawing Sheet G-501 for concrete foundation details.

1.2.2.3 For formed concrete foundations, submit to the Contracting Officer for approval a sketch of the proposed concrete foundation details.

1.2.2.4 Provide minimum 3000-psi compressive strength concrete for generator sets and 4000-psi compressive strength for propane tank foundations.

1.2.2.5 All concrete foundations shall have a level, 4” gravel base on which the concrete is set.

1.2.3 Licensed Professionals

1.2.3.1 All electrical work shall be performed by a licensed electrician of the United States or the Commonwealth of Puerto Rico, and in strict accordance with the NFPA 70 (National Electrical Code) and NFPA 70E (Electrical Safety in the Workplace).

1.2.3.2 All propane work to include piping shall be performed by a licensed plumber of the United States or the Commonwealth of Puerto Rico and shall have experienced with installing propane systems. All work shall be in strict accordance with NFPA 30, 37, NFPA 54 and NFPA 58.

SECTION 01 11 00 Page 3

1.2.3.3 Trenching shall be performed by professionals skilled in the trade in which they will be performing the work.

1.2.3.4 Submit a copy of all license(s). Provide information on the experience of the propane contractor(s).

1.2.4 Mandatory Site Visit

1.2.4.1 Upon Notice to Proceed, the Contractor and sub-Contractors shall make a joint mandatory site visit. Contractor and sub-Contractor’s shall field verify all existing conditions and measurements prior to ordering of materials or commencement of work.

1.2.4.2 Due to the large number of homes under this contract; the Contractor shall be responsible for inspecting each dwellings electrical service during the mandatory visit and tabulate/note the specifics of each homes electrical service. This shall include but is not limited to documenting existing conditions and measuring the wall spaces requiring modification of the electrical in order to install new equipment.

1.2.4.3 Any discrepancies with the design documents, or field conditions not noted in the plans or specifications, shall be documented and issued to the Contracting Officer for clarification as an RFI.

1.2.4.4 Submit to the Contracting Officer a written narrative of the Mandatory Site Visit to include persons in attendance (route a sign-in sheet with full name, company name, company position), meeting discussions to include any concerns.

1.2.5 Final Inspection, Acceptance Testing and Commissioning

1.2.5.1 Submit three (3) copies of the manufacturers Installation Manual for each generator type.

1.2.5.2 Submit three (3) copies of the generator manufacturer’s standard tests for the generator acceptance testing.

1.2.5.3 Upon completion of the electrical work, the Contractor shall submit a letter from the generator manufacturer that the installation is satisfactory and in full compliance with the manufacturer’s instructions.

1.2.5.4 Contractor shall have a certified propane installer on site to field-verify all propane work is in accordance with the applicable codes and standards and to field verify proper pressure requirements of the generator.

1.2.5.5 Contractor shall restore commercial power to each home by the close of business each day. Close of business shall be defined as 1700 hours (5:00 PM).

SECTION 01 11 00 Page 4

1.3 PROJECT LOCATION

The work shall be located at US Coast Guard Air Station Borinquen, 260 Calle Guard, Aquadilla, Puerto Rico. This is the former Ramsey Air Base.

1.4 EXISTING WORK & CONDITIONS

1.4.1 Existing Work

1.4.1.1 In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.4.2 Existing Conditions

1.4.2.1 4 & 5-BEDROOM SINGLE-FAMILY DWELLING

A. Electrical Service: 120/240V, single-phase, 200-amperes. Identified as Style A1 & A2 in Drawing Set P11606075

3 CLIFF ROAD

SECTION 01 11 00 Page 5

1.4.2.2 DUPLEX DWELLINGS

A. Electrical Service: 120/240V, single-phase, 200-amperes split off into two (2) 100-ampere services per dwelling. Identified as Style B1 in Drawing Set P11606075.

158 SIXTH ST

1.4.2.3 MEDICAL CLINIC

A. Electrical Service: 120/240V, single-phase, 200-amperes. Identified as Style C1 in Drawing Set P11606075.

122 NORTHEAST ROAD

SECTION 01 11 00 Page 6

1.4.2.4 PRE-SCHOOL UNITS

A. Electrical Service: 120/240V, single-phase, 200-amperes. Identified as Style S1 in Drawing Set P11606075.

110 SCHOOL DRIVE

1.5 DRAWINGS

Drawing Number Sheet Description

P11606075 1 of 13 Cover Sheet

P11606075 2 of 13 Site Plan Site Plan shows the area of work and the houses to be bid under this contract

P11606075 3 of 13 Style A1 Details Site Plan of a typical Style A1 site configuration

P11606075 4 of 13 Style A2 Details Site Plan of a typical Style A2 configuration

P11606075 5 of 13 Style B1 Details Site Plan of a typical Style B1 configuration

P11606075 6 of 13 Style C1 & C2 Details Site Plan of a typical Style C1 & C2 configuration. The difference is a C1 style requires a

30KW generator w/125A CB and the C2style requires a 22KW generator w/ 100A CB.

P11606075 7 of 13 Style S1 Details Site Plan of a typical Style S1 configuration

P11606075 8 of 13 Miscellaneous Details I Shows the miscellaneous details of propane and concrete foundations.

SECTION 01 11 00 Page 7

P11606075 9 of 13 Miscellaneous Details II Shows the miscellaneous details for bollard installation.

P11606075 10 of 13 Wiring Details I Shows the existing and new wiring details of a typical Style A1 & A2 housing unit.

P11606075 11 of 13 Wiring Details II Shows the existing and new wiring details of a typical Style B1 housing unit.

P11606075 12 of 13 Wiring Details III Shows the existing and new wiring details of a typical Style C1 housing unit.

P11606075 13 of 13 Wiring Details IV Shows the existing and new wiring details of a typical Style S1 housing unit.

M1760-D 82 of 138 Type A One-Line Diagram This drawing is for REFERENCE PURPOSES ONLY. This sheet depicts the solar system connection at the service meter for each home.

PART 2 SUBMITTALS

2.1 PRE-CONSTRUCTION SUBMITTALS

2.1.1 Mandatory Site Visit Letter

2.1.2 Licenses and experience

2.1.3 Concrete, forms, and pre-Cast Foundations

PART 3 EXECUTION

3.1 All work shall be in strict accordance with the NFPA, OSHA, local jurisdiction and this specification.

3.2 Each dwelling shall have commercial power restored by the end of each working day.

3.3 Notification Prior to Excavation

3.3.1 Notify the Contracting Officer at least 48 hours prior to starting excavation work.

3.3.2 Prior to excavation all existing underground utilities shall be clearly and visibly marked.

3.4 Concrete Work

SECTION 01 11 00 Page 8

3.4.1 Prepare the site of each concrete foundation by removing sod and leveling the area where the foundation will be located. Provide a 4” gravel base for all foundations.

3.4.2 Provide proper bracing to prevent freshly poured concrete from pushing on the form boards outward, leaving the slab with a curved edge.

3.4.3 Cover and protect newly formed foundations for up to 24 hours to protect from the daily rains. Allow a minimum of 48 hours for poured foundations to cure.

3.5 Propane Work

Refer to Section 26 32 13 (SPARK IGNITED GENERATOR SET).

--End of Section--

AIRSTA BORINQUEN HOUISNG INSTALL STANDBY GENERATORS PSN: 11606075

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.1.2 Working Hours

Regular working hours shall consist of an 8 1/2 hour period starting at 0730, Monday through Friday, excluding Government holidays.

1.1.3 Occupied and Existing Buildings

The Contractor shall be working around existing buildings and houses which are occupied.

Do not enter any buildings or housing units without a USCG escort.

1.2 SECURITY REQUIREMENTS

1.2.1 Vetted Contractors

The Contractor will be required to submit a list of Contractors to be vetted by the US Coast Guard and may include driver’s licenses, vehicle registration and insurance. This information will be required prior to base access and must be arranged by the Contracting Officer a minimum of seven (7) working days prior to the date of access.

1.2.2 Areas Not Covered by Contract

The Contractor will not be permitted to enter buildings or housing units not covered by the work included in this contract, except by prior approval of the Contracting Officer, Commanding Officer, or Officer-in-Charge of the facility.

AIRSTA BORINQUEN HOUISNG INSTALL STANDBY GENERATORS PSN: 11606075

SECTION 01 14 00 Page 2

1.2.3 Parking

1.2.3.1 Contractor shall be assigned a parking area for Contractor’s and their sub-Contractors vehicles. This shall be shown during the Pre-Construction Meeting on site.

1.2.3.2 Do not park on or block the marked fire lanes at any time.

1.2.3.3 Do not park in or block any resident’s driveway. On street parking is allowed. There is also an access road behind most houses that the Contractor shall be allowed to use for ease of site access and delivering of equipment.

1.3 EQUIPMENT AREA

Refer to Specification Section 01 50 00 TEMPORARY FACILITIES AND CONTROLS.

1.4 SANITARY FACILITIES

Refer to Specification Section 01 50 00 TEMPORARY FACILITIES AND CONTROLS.

PART 2 PRODUCTS

Not used.

SECTION 01 32 00 Page 1

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

SD-01 Preconstruction Submittals

Construction Schedule

Schedule of Values

1.2 CONSTRUCTION SCHEDULE

At the Pre-Construction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236.15. The Schedule of Values shall be based on the actual breakdown of the bid price. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the Contracting Officer. For contracts under $25,000, a Schedule of Values is not required. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

The Construction Schedule shall clearly indicate the start and completion dates of major work components. The Schedule of Values shall clearly indicate unit value of all major work components.

The Construction Schedule shall incorporate at a minimum the following activities:

a. Mobilization

b. Demobilization

c. Pre-Construction Submittals

d. Work Activities

e. In-Progress Submittals

f. Final Government Inspection

SECTION 01 32 00 Page 2

g. Close-Out Submittals; i.e. Warranties, Operation and Maintenance Manuals, Posted Instructions

h. As-Built Drawings

i. Factors which Constitute Potential Interruptions to Station Operations

Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. Contractor shall annotate all such activities into the progress schedule with their forecasted time periods.

These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

The value of all major work components within the project shall be identified on the Schedule of Values on a unit quantity and unit cost basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc. Lump sum items shall only be paid for when 100% complete. Do not include mobilization and demobilization line items on the Schedule of Values.

The Construction Schedule and Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job. Omissions and errors on the Construction Schedule and Schedule of Values are the responsibility of the Contractor.

Payments will not be made until the schedule of prices has been submitted to and approved by the Contracting Officer.

1.3 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring since the last update.

Submit copies of the purchase orders and confirmation of the delivery dates as directed.

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule/Schedule of Values shall be issued by the Contractor on a monthly basis. In addition, any revisions to the Construction Schedule/Schedule of Values

SECTION 01 32 00 Page 3 such as modifications or delays shall be reflected by Contractor submission of an updated Construction Schedule/Schedule of Values.

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule and Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification.

Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

BORINQUEN HOUSING INSTALL STANDBY GENERATORS PSN: 11606075

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 DEFINITIONS

1.1.1 Submittal

Shop drawings, product data, samples, and administrative submittals presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)".

Submittals also are grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

c. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.1.3 Submittal Descriptions (SD)

Construction Progress Schedule Submittal register Schedule of values Health and safety plan Work plan Quality control plan Environmental protection plan

SECTION 01 33 00 Page 2

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.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

SD-05 Design Data

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. (Testing must have been within three years of date of contract award for the project.)

Final acceptance test and operational test procedure

SD-07 Certificates

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

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in operations and maintenance manuals.

SECTION 01 33 00 Page 3

SD-11 Closeout Submittals

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

As-built drawings

Special warranties

Posted operating instructions

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

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

1.2 SUBMITTALS

Submit the following in accordance with the requirements of this section.

Submittal register

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data in columns (a), (b), (c), and (d) as delivered by government.

1.3.1 Submittal Register

Submit submittal register. Verify that all submittals required for project are listed and add missing submittals. Complete the following on the register:

Column (e) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

SECTION 01 33 00 Page 4

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work; components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing.

Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 10 working days. Period of review for each re-submittal is the same as for initial submittal.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to government.

1.4.4.1 Proposing Variations

When proposing variation, deliver written request to the contracting officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

SECTION 01 33 00 Page 5

1.4.4.2 Review Schedule Is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 Contractor's Responsibilities

a. Determine and verify field measurements, materials, field construction criteria;

review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to Contracting Officer in accordance with schedule on approved

Submittal Register, and to prevent delays in the work, delays to government, or delays to separate contractors.

c. Advise contracting officer of variation, as required by paragraph entitled

"Variations."

d. Correct and resubmit submittal as directed by approving authority. When resubmitting disapproved transmittals or transmittals noted for resubmittal, the contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

e. Furnish additional copies of submittal when requested by contracting officer, to a limit of 10 copies per submittal.

f. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

g. Ensure no work has begun until submittals for that work have been returned as

"approved," except to the extent that a portion of work must be accomplished as basis of submittal.

1.4.6 Government Responsibilities

a. Note date on which submittal was received from contractor on each Contract Item Approval Request Form.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

SECTION 01 33 00 Page 6

d. Ensure that material is clearly legible.

e. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

f. Identify returned submittals with one of the actions defined in paragraph entitled "Actions Possible" and with markings appropriate for action indicated.

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals marked "approved" "approved as submitted" authorize contractor to proceed with work covered.

b. Submittals marked "approved" "see below" authorize contractor to proceed with work as noted provided contractor takes no exception to the notations.

c. Submittals marked "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with appropriate changes. No work shall proceed for this item until re-submittal is approved.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit each submittal electronically, unless otherwise noted in the submittal register and/or where electronic submission is not feasible (i.e. samples), to office of approving authority.

The maximum file size that may be emailed is 10 MB; anything larger must be submitted hard copy or on a CD. Transmit submittals with transmittal form prescribed by contracting officer and standard for project. The transmittal form shall identify contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample panels and sample installations. Note: Submittals requiring hard copy submission shall be provided with carbon copy transmittal form provided by the government.

1.5.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information on each separate component of each submittal and transmittal form. The maximum file size for electronic submittals shall be no larger than 10 MB. Identify each copy of each submittal identically, with the following:

a. Project title and location.

SECTION 01 33 00 Page 7

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, alphabetic suffix on submittal description, for example, SD-

10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier contractor associated with submittal.

g. Product identification and location in project.

1.5.3 Format for Product Data

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

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project.

d. Contractor may elect to submit electronically in .pdf format.

1.5.4 Format for Shop Drawings

a. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

b. Present 8 1/2 by 11 inches sized shop drawings as part of the submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying

Submittals."

d. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Shop drawing dimensions shall be the same unit of measure as indicated on the contract drawings. Identify materials and products for work shown.

SECTION 01 33 00 Page 8

e. Contractor may elect to submit electronically in .pdf format.

1.5.5 Format of Administrative Submittals

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

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of Product Data

a. When hard copy submission is required, submit four copies of submittals of product data.

1.6.2 Number of Copies of Shop Drawings

Submit shop drawings in compliance with quantity requirements specified for product data.

1.6.3 Number of Copies of Administrative Submittals

a. Unless otherwise specified, submit administrative submittals compliance with quantity requirements specified for product data.

SECTION 01 35 29 Page 1

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

1 GENERAL

1.1 REFERENCES

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

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A10.32 (2004) Personal Fall Protection - Safety Requirements for Construction and Demolition Operations

ANSI A10.34 (2005) Protection of the Public on or Adjacent to

Construction Sites

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1919 Gear Certification

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.500 Fall Protection

CORPS OF ENGINEERS (COE)

EM 385-1-1 (2003) Safety -- Safety and Health Requirements

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2004) Safeguarding Construction, Alteration, and

Demolition Operations

NFPA 70 (2011) National Electrical Code

NFPA 70E (2012) Electrical Safety in the Workplace

SECTION 01 35 29 Page 2

SD-07 Certificates

Accident Prevention Plan (APP)

Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."

Certificate of Compliance

1.3 QUALITY ASSURANCE

1.3.1 Meetings

The Safety Officer shall attend the pre-construction conference.

1.3.1.1 Daily Safety Meetings

Hold daily at the project site. Attach minutes showing contract title, signatures of attendees and a list of topics discussed to the QC Contractor Quality Control daily report.

1.3.1.2 New Employee Indoctrination

New employees will be informed of specific site hazards before they begin work.

Documentation of this orientation shall be kept on file at the project site.

1.3.2 Certifications

1.3.2.1 Accident Prevention Plan (APP)

Submit the APP at least 15 calendar days prior to start of work at the job site, following Appendix A of EM-385-1-1. Make the APP site specific.

1.4 ACCIDENT PREVENTION PLAN (APP)

Prepare the APP in accordance with EM-385-1-1 Table 1-1.

1.4.1 Contents of the Accident Prevention Plan

a. Name and safety related qualifications of safety officer (including training and any certifications).

SECTION 01 35 29 Page 3

b. Qualifications of competent and of qualified persons.

c. Identity of the individual who will complete exposure data (hours worked); accident investigations, reports and logs; and immediate notification of accidents to include subcontractors.

d. Emergency response plan. Conform to EM-385-1-1, paragraph 01.E and include a map denoting the route to the nearest emergency care facility with emergency phone numbers.

e. Excavation Plan. The safety and health aspects prepared in accordance with Section

31 00 00, "EARTHWORK".

f. Training Records and Requirements. List of mandatory training and certifications which are applicable to this project (e.g. explosive actuated tools, confined space entry, fall protection, crane operation, vehicle operator, forklift operators, personal protective equipment); list of requirements for periodic retraining/certification;

outline requirements for supervisory and employee safety meetings.

g. Severe Weather Plan. Procedures of ceasing on-site operations during lightning or upon reaching maximum allowed wind velocities.

2 PRODUCTS

Not Used.

3 EXECUTION

3.1 CONSTRUCTION

Comply with EM-385-1-1, NFPA 241, the accident prevention plan, the activity hazard analysis and other related submittals and activity fire and safety regulations.

3.1.1 Unforeseen Hazardous Material

If material, not indicated, that may be hazardous to human health upon disturbance during construction operations is encountered, stop that portion of work and notify the Contracting Officer immediately. Within 14 calendar days the Government will determine if the material is hazardous. If material is not hazardous or poses no danger, the Government will direct the Contractor to proceed without change. If material is hazardous and handling of the material is necessary to accomplish the work, the Government will issue a modification pursuant to "FAR 52.243-4, Changes" and "FAR 52.236-2, Differing Site Conditions."

SECTION 01 35 29 Page 4

3.2 PERSONNEL PROTECTION

3.2.1 Hazardous Noise

Provide hazardous noise signs, and hearing protection, wherever equipment and work procedures produce sound-pressure levels greater than 85 dBA steady state or 140 dBA impulse, regardless of the duration of the exposure.

3.2.2 Fall Protection

Personal fall arrest systems are required when working from an articulating or extendible boom, scissor lifts, swing stages, or suspended platform. Fall protection must comply with

ANSI A10.32.

3.3 EXCAVATIONS

The competent person for excavation performed as a result of contract work shall be on-site when work is being performed in excavation, and shall inspect excavations. The competent person must evaluate for all hazards, including atmospheric, that may be associated with the work, and shall have the resources necessary to correct hazards promptly. Prior to digging all underground utilities in the work area must be positively identified by a utility locating service. The Contractor must physically verify underground utility locations by hand digging using wood or fiberglass handled tools when any adjacent construction work is expected to come within three feet of the underground system. If construction is parallel to an existing utility the utility shall be exposed by hand digging every 100 feet if parallel within 5 feet of the excavation. Extreme care must be used when excavating near direct burial electric underground cables. Trenching machines with digging chain drives shall be operated only when the spotters/laborers are in plain view of the operator. Operator and spotters/laborers shall be provided training on the hazards of the digging chain drives with emphasis on the distance that needs to be maintained when the digging chain is operating. Documentation of the training shall be kept on file in the project site office or trailer.

3.4 ELECTRICAL

3.4.1 Conduct of Electrical Work

Cable intended to be cut must be positively identified and de-energized prior to performing each cut. Positive cable identification must be made prior to submitting any outage request for electrical systems. Plan so that work near energized parts is minimized to the fullest extent possible. Use of electrical outages clear of any energized electrical sources is the preferred method. When working in energized substations, only qualified electrical workers shall be permitted to enter. When work requires Contractor to work near energized circuits as defined by the NFPA 70, high voltage personnel must use personal protective equipment that includes, as a minimum, electrical hard hat, safety shoes, insulating gloves with leather protective sleeves, fire retarding shirts, coveralls, face shields, and safety glasses. Insulating blankets, SECTION 01 35 29 Page 5 hearing protection, and switching suits may be required, depending on the specific job and as delineated in the Contractor APP.

3.4.2 Portable Extension Cords

Portable extension cords shall be sized in accordance with manufacturer ratings for the tool to be powered.

3.5 HOUSEKEEPING

3.5.1 Clean-up

All debris in work areas shall be cleaned up daily or more frequently as necessary.

Construction debris may be temporarily located in an approved location; however garbage accumulation must be removed each day.

3.5.2 Dust Control

In addition to the dust control measures required elsewhere in the contract documents dry cutting of brick or masonry shall be prohibited. Wet cutting must address control of water run off.

SECTION 01 50 00 Page 1

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

1 GENERAL

publications are referred to within the text by the basic designation only.

NFPA 70 (2017) National Electrical Code

NFPA 241 (1996) Safeguarding Construction, Alteration, and

Demolition Operations

Construction site plan

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations of temporary facilities (including layouts and details, equipment and material storage area (onsite). Show locations of site trailers, construction entrances, temporary sanitary facilities, and worker parking areas.

1.4 TEMPORARY UTILITIES

1.4.1 Contractor Utilities

The Contractor shall provide his own utilities.

1.5 WEATHER PROTECTION

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.

SECTION 01 50 00 Page 2

1.5.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property. Precautions shall include, but are not limited to, closing openings; removing loose materials, tools and equipment from exposed locations and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property. Completely fill any earth that has been excavated prior to leaving the site as to prevent public injury.

1.6 STORAGE AREAS

Contractor shall be responsible for security of his property. The Contract Clause entitled "FAR 52.236-10, Operations and Storage Areas" and the following apply:

1.6.1 Storage Size and Location

The open site available for storage shall be in the La Plaza section of the base; refer to Drawing P11606075 sheet G-1-01 (Site Plan) with the exact locations being determined at the Pre-Construction meeting on site.

1.6.2 Storage in Existing Buildings

The Contractor shall be working around existing buildings; the storage of material will not be allowed in the buildings.

1.7 TEMPORARY SANITARY FACILITIES

Provide temporary sewer and sanitation facilities that are self-contained units with both urinals and stool capabilities. Ventilate the units to control odors and fumes and empty and clean them at least once a week or more often if required by the Contracting Officer. The doors shall be self-closing. Locate the facility out of the public view.

1.8 TEMPORARY BUILDINGS

Temporary facilities (including trailers) shall be hurricane rated and in like new condition.

Locate these facilities on base as indicated during the Pre-Construction meeting. Contractor shall be responsible for the security of the stored property.

1.8.1 Maintenance of Temporary Facilities

Suitably paint and maintain the temporary facilities. Failure to do so will be sufficient reason to require their removal.

SECTION 01 50 00 Page 3

1.8.2 Trailers or Storage Buildings

Trailers or storage buildings will be permitted, where space is available, subject to the approval of the Contracting Officer. The trailers or buildings shall be in good condition, free from visible damage rust and deterioration, and meet all applicable safety requirements.

Trailers shall be roadworthy and comply with all appropriate state and local vehicle requirements. Failure to maintain storage trailers or buildings to these standards shall result in the removal of non-complying units at the Contractor's expense. A sign not smaller than 24 by 24 inches shall be conspicuously placed on the trailer depicting the company name, business phone number, and emergency phone number. Trailers shall be anchored to resist high winds and must meet applicable state of local standards for anchoring mobile trailers.

2 PRODUCTS

3 EXECUTION

3.1 TEMPORARY PHYSICAL CONTROLS

3.1.1 Access Controls

3.1.1.1 Signs

Place warning signs at the construction area perimeter designating the presence of construction hazards requiring unauthorized persons to keep out. Signs must be placed on all sides of the project, with at least one sign every 100 feet. All points of entry shall have signs designating the construction site as a hard hat area.

3.2 TEMPORARY WIRING

Provide temporary wiring in accordance with NFPA 70, Assured Equipment Grounding Conductor Program. Program shall include frequent inspection of all equipment and apparatus.

SECTION 01 77 00 Page 1

SECTION 01 77 00

CLOSEOUT PROCEDURES

1.1 SUBMITTALS

SD-10 Operation and Maintenance Data

Equipment/product warranty list

As-built drawings

1.2 PROJECT RECORD DOCUMENTS

1.2.1 As-Built Drawings

Maintain at the jobsite one set of full-size contract drawings marked to show any deviations which have been made from the contract drawings. These drawings shall be available for review by the Contracting Officer at all times. Upon completion of the work, deliver the marked set of prints to the Contracting Officer. Requests for partial payments will not be approved if the marked prints are not current, and request for final payment will not be approved until the marked prints are delivered to the Contracting Officer.

1.3 EQUIPMENT/PRODUCT WARRANTIES

1.3.1 Equipment/Product Warranty List

Furnish to the Contracting Officer a bound and indexed notebook containing written warranties for equipment/products furnished under the contract, and prepare a complete listing of such equipment/products. The equipment/products list shall state the specification section applicable to the equipment/product, duration of the warranty therefor; start date of the warranty, ending date of the warranty, and the point of contact for fulfillment of the warranty.

The warranty period shall begin on the same date as project acceptance and shall continue for the full product warranty period. Execute the full list and deliver to the Contracting Officer prior to final acceptance of the facility.

1.4 CLEANUP

Leave premises "broom clean." Sweep paved areas and…