Attachment__1_-_FA4418-17-R-0003_Specifications,_IMC_Fire_Suppression_dated_Oct_2013.pdf

ATRIAX, PLLC

ZAPATA INCORPORATED AME CONSULTING ENGINEERS, PC LeGRAND ENGINEERING, INC.

REPAIR/ADD IMC FIRE SUPPRESSION SYSTEM

At

JOINT BASE CHARLESTON – AIR BASE

CHARLESTON, SOUTH CAROLINA

FINAL DESIGN CONSTRUCTION DOCUMENTS

SPECIFICATIONS

Project: DKFX 11-1005 A/B

Prepared For:

Joint Base Charleston – Air Base 210 West Stewart Avenue

Joint Base Charleston, South Carolina 29404

October 2013 Submitted by:

Repair/Add IMC Fire Suppression System DKFX 11-1005 A/B Final Design Construction Documents

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 31 26 INFORMATION AVAILABLE TO PROPOSERS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 17.00 20 NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 10 JB CHS ENVIRONMENTAL

01 54 00 JB CHS GREEN PROCURMENT

01 57 20 JB CHS WASTE MANAGEMENT

01 57 50 JB CHS TEMPORARY ENVIRONMENTAL CONTROLS

01 75 00 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 16.00 40 PANELBOARDS

26 42 15.00 10 CATHODIC PROTECTION SYSTEM (STEEL WATER TANKS)

26 51 00.00 40 INTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

28 31 76 JB CHS INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

PROJECT TABLE OF CONTENTS Page 1

31 23 00.00 20 EXCAVATION AND FILL

31 32 11 SOIL SURFACE EROSION CONTROL

31 62 13.20 PRECAST/PRESTRESSED CONCRETE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 10 00 BITUMINOUS CONCRETE PAVEMENT

32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR FLEXIBLE

PAVING

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 05 23.19 TRENCHLESS EXCAVATION USING MICROTUNNELING

33 11 00 WATER DISTRIBUTION

33 16 15 WATER STORAGE STEEL TANKS

33 71 02.00 20 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING

NO.

REVISION NO. TITLE

GI001 COVERSHEET

GI002 VICINITY MAP AND INDEX OF DRAWINGS

GC001 GENERAL NOTES

BI001 BORING LOGS

BI002 BORING LOGS

BI003 BORING LOGS

VS100 OVERALL EXISTING CONDITIONS PLAN

VS101 EXISTING CONDITIONS PLAN AREA 1

VS102 EXISTING CONDITIONS PLAN AREA 2

VS103 EXISTING CONDITIONS PLAN AREA 3

VS104 EXISTING CONDITIONS PLAN AREA 4

CD001 SOILS MAP AND FLOOD RATE INSURANCE MAP

CD100 OVERALL EROSION CONTROL PLAN

CD101 EROSION CONTROL PLAN - AREA 1

CD102 EROSION CONTROL PLAN - AREA 2

CD103 EROSION CONTROL PLAN - AREA 3

CS100 OVERALL DEMOLITION AND SITE LAYOUT PLAN

CS101 DEMOLITION AND SITE LAYOUT PLAN - AREA 1

CS102 DEMOLITION AND SITE LAYOUT PLAN - AREA 2

DOCUMENT 00 01 15

DRAWING

NO.

REVISION NO. TITLE

CS103 DEMOLITION AND SITE LAYOUT PLAN - AREA 3

CS401 ENLARGED SITE AND DEMOLITION PLANS - BUILDING 516

CS402 ENLARGED SITE AND DEMOLITION PLANS - BUILDING 64

CS403 ENLARGED SITE AND DEMOLITION PLANS - BUILDING 532

CS404 ENLARGED SITE AND DEMOLITION PLANS - BUILDING 570

CS405 ENLARGED SITE AND DEMOLITION PLANS - BUILDING 700

CU101 PLAN AND PROFILE LINE 1

CU102 PLAN AND PROFILE LINE 1 CONTINUED

CU103 PLAN AND PROFILE LINE 1 CONTINUED AND LINE 2

CU104 PLAN AND PROFILE LINE 3

CU105 PLAN AND PROFILE LINE 4

CS501 EROSION CONTROL DETAILS

CU502 EROSION CONTROL DETAILS

CU503 EROSION CONTROL DETAILS

CU501 CIVIL DETAILS

SB101 STRUCTURAL PLAN, ELEVATIONS AND DETAILS

SB102 BUILDING 516 DEMOLITION PLAN AND TRENCH DETAILS

FP100 FIRE PUMP P&ID

FP101 FIRE PUMP AND PIPING DEMOLITION

FP102 NEW FIRE PUMP INSTALLATION

FP103 NEW FIRE PUMP DETAILS

FA101 FIRE ALARM PLAN AND DETAILS

E-101 ELECTRICAL - GENERAL NOTES, LEGENDS & SCHEDULES

E-102 ELECTRICAL - DEMOLITION, LIGHTING, POWER & SYSTEMS

E-103 ELECTRICAL - PARTIAL SITE PLAN

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 Reference Drawings

The following reference drawing s are intended only to show the original construction. Drawing s are the property of the Government and shall not be used for any purpose other than that intended by the contract. After the construction contract is awarded, the Contractor will be provided reference drawings for buildings 516, 532, 570, 700, and 64 as well as a base map.

1.3.2 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

1.3.3 Subsurface Data

Subsurface data, not specified or indicated, have been obtained by the Government at the station. The data are available for examination by prospective bidders. The soils report is included as part of the solicitation in Section 00 31 26 , "Information Available to Proposers" .

-- End of Document --

SECTION 00 31 26

INFORMATION AVAILABLE TO PROPOSERS

05/12

PART 1 GENERAL

1.1 PROJECT SITE CONDITIONS

1.1.1 Existing Conditions

Certain information relating to existing surface and subsurface conditions and structures is available to proposers and is attached at the end of this section.

1.1.1.1 Lead-Based Paint Assessment

Entitled: " Report of LImitied Lead-Based Paint Assessment, Fire Pump Relacement Project Building 532 Cube A Basement, Building 516 & Water Tank " Dated: February, 15 2012

1.1.1.2 Geotechnical Report

Entitled: " Report of Subsurface Exploration and Geotechnical Engineering Analysis, Charleston AFB Water Tanks " Dated: January, 30 2012

Entitled: " Report of Subsurface Exploration and Geotechnical Engineering Evaluation Addendum, Charleston AFB Water Tanks " Dated: February, 20 2012

1.2 SWPPP-Stormwater Pollution Prevention Plan

A Land Disturbance Permit will be required for this project. The application and supporting data has been prepared by the A/E. The Contracting Officer will provide the application manual to the Contractor upon contract award. The Contractor will be required to complete Notice of Intent (NOI) for the project and any additional data required in accordance with Section 01 50 10 JB CHS Environmental and Section 01 57 50 JB CHS Temporary Environmental Controls.

-- End of Section --

DOCUMENT 00 31 26

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E2114, Section 01 5 0 10 JB CHS ENVIRONMENTAL, and as specified.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer:

Utility Outage Requests ; G Utility Connection Requests ; G Dig Permits ; G

SD-07 Certificates

Energy Performance Rating

SECTION 01 11 00

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The work includes construction of two new 150,000 gallon water supply tanks, a new 20 inch supply line, four new electric driven fire pump systems and new electrical service that will operate from the existing Pump House Building 516. The new fire water supply system will serve Hangars 532, 570 and 700 and be connected to a new water line leg extending from the fire line behind Building 532 over to Building 64. Fire suppression water flows from Building 64 through existing fire line legs (that are not in this project) to Buildings 63, 515, 519, and 578. The scope will also include demolition of existing diesel driven fire pump systems, decommission and disassemble the existing 750,000 gallon water supply tank, cap and abandoned in place the existing 20 inch supply line that is constructed of an asbestos containing material, and incidental related work.

The Contractor is responsible for obtaining all neccessary permits to start and complete the work.

1.4.2 Location

The work shall be located at the Joint Base Charleston-Air Base in North Charleston, South Carolina , approximately as indicated. The exact location is shown on Drawing GI-002 .

1.4.3 Performance Period

The Performance period for the construction of work described herein shall be completed within 18 months of Notice to Proceed. Work sequence and Phasing is described in plan sheet GC-001. Phase 2 (use of B64 fire pumps and temporary bladder) shall not exceed 6 months elapsed time.

1.5 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to construct new fire mains, water tanks and renovate pump house B 516 to meet the functional program needs and incorporate the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

Consider the durability, maintainability, and flexibility of building systems.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.6 OCCUPANCY OF PREMISES

Building(s) will 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 arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches.

1.7 EXISTING WORK

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.

1.8 LOCATION OF UNDERGROUND FACILITIES

Obtain Dig Permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance . A field survey is included with the design package. If the Contractor believes that the survey provided does not include recently installed or other existing utilities, the Contractor may elect (at his own expense)to perform additional survey work. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.8.1 Notification Prior to Excavation

Notify the Contracting Officer at least 72 hours prior to starting excavation work. Contractor is responsible for marking all utilities not marked.

1.8.2 Utility Outage Requests and Utility Connection Requests

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government.

Contractor shall not be entitled to additional payment for his time, labor/material/effort necessary to support utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 15 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.8.3 Permit Required

Dig Permits (AF form 103) required before any excavation can occur. Permit is valid for 30 days from date of issue.

Utility markings installed as a result of a Dig Permit do not typically remain visible more than 30 days, therefore, Dig Permits must be renewed every 30 days. The Contractor may submit multiple Dig Permits , one for each 30 day portion of work on the project, and would only be required to renew the dig permit for the area planned for completion with the next 30 day period.

Contractor is responsible for maintaining utility markings after marked.

Contractor must hand dig within three feet of markings. If a properly marked utility is struck, the Contractor will be responsible for materials and labor to make repairs or reimburse the Government (if repair performed by Government.)

1.9 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Not Applicable.

1.10 GOVERNMENT-INSTALLED WORK

Not Applicable .

1.11 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government. Specificallly, the diesel engines/pumps, jockey pump and fire alarm panel/devices from Building 516 will be salvaged.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area located on base .

Contractor shall 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 shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel ; G

Personnel List ; G

Vehicle and Equipment List ; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

c. The hangars, taxiways, and adjacent roadways will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any Activity roads and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

e. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

The following conditions apply:

(1) There may be periodic work stoppages as a result of aircraft in the buildings or aircraft traveling on taxiways, therefore the Contractor will need to include some delays in the contract.

Delays can be minimized with proper planning. On the day the contract is awarded, the Contracting Officer will call a meeting including all interested parties. At that meeting, a contact person will be identified for each operational area. The Contractor will hold weekly status meetings, so everyone is constantly aware of the intricate details of planning and progress. Scheduling will be addressed and updated as part of that weekly meeting. Meeting attendees will be aware of mission requirements and will provide scheduling guidance that can assist in keep work stoppages to an absolute minimum.

(2) Scheduling utility cutovers shall be brought up and discussed as part of status meetings when all interested parties are present and can contribute to the discussion.

SECTION 01 14 00

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 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. Wear hard hats , reflective safety vests, clear identification of individual's first/last name and company name in designated areas. 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.

1.3.1.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Identification Badges and Installation Access

Application for and use of badges will be as directed. Installation access must be initiated by the Contractor with a SFS Form 74, completed and signed by each Contractor person wishing access, signed by his supervisor, signed by the Contracting Officer, then submitted to the Dorchester Gate Security Forces Office. Security Forces will investigate all information provided on Form 74, interview the applicant, and if there are no problems, will issue a badge. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.3.1.3 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.3.1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations under the cognizance of Joint Base Charleston except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours shall consist of an 9 hour period established by the Contractor Officer, between 7:30 a.m. and 4:30 p.m., Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 3 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress , giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. No work will be done on this project outside regular working hours, however, if weather conditions create darkness, during periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.3.4 Occupied and Existing Building ( s)

The Contractor shall be working in an existing building around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents shall be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and fire suppression shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

d. Operation of Station Utilities: The Contractor shall not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

e. It may be possible to perform some cutovers during regular workng hours. Requests should be made with sufficient advance notice to allow for notification of affected facility occupants (and chain of command) of the pending outage. The Contracting Officer may authorize the outage to take place during working hours if it is determined that the outage will not interfere with mission requirements.

1.3.6 Open-Cut Time Restrictions

Open-cuts to install utilities across IMC vehicle access drives, hangar access drives, and other open cuts across concrete areas shall be scheduled and coordinated 30 days in advance with the Contracting Officer and adjacent building customers. For cuts left open overnigth, weekends or when construction is not in progress, contractor shall provide safety precautions such as: barricades, fences, steel plates or other appropriate safety techniques to span/cover the open cut, in order to insure no one falls or drives into the opening. Time frame for open-cuts remaining open shall be maintained at a minimum. Trenches shall be opened, utility installed and backfilled in the same workday unless authorized by the Contracting Officer. Open only those trenches for which material is on hand and ready for placing therein. As soon as possible after the material has been placed and work approved, backfill and compact the trenches as specified.

Pavement removed during the open-cuts shall be repaired within 15 days of backfilling the trench. Concrete pavement sections (expansion joint to expansion joint) in parking lots will be removed and replaced in whole sections.

1.3.7 Use of Radioactive Equipment

Contractor shall obtain approval, at least thirty (30) calendar days prior to the planned date for commencement of activities, from the Charleston Air Force Base Radiation Safety Officer (RSO), 628 MG/SGPB (963-6289), in order to bring any equipment with a radioactive source (such as a nuclear density gauge) or any other radioactive materials onto Charleston Air Force Base (reference AFI 40-201 (dated 13 Apr 07), Paragraph 3.4.5.2 for specific requirements).

Contractor shall provide the following, a minimum of thirty (30) days prior to bringing equipment onto the Base:

a. Contract Number,

b. Swipe Sampling Data,

c. Copy of permit to own and operate equipment,

d. Certificate of training for the operator(s),

e. Valid South Carolina State Driver's License,

f. Written approval from the Base Radiation Safety Officer, and

g. Current NRC Form 241, NRC Reciprocity Form.

1.3.8 Hazardous Noise

Contractor shall ensure that base personnel are protected from hazardous noise that may be produced by work being conducted.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices ; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Provide an itemized and detailed list of the cost for all work identified in areas marked Repair by Replacement (Portion A) and New Construction (Portion B) separately. The Schedule of Prices shall include all items incidental to the work.

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract.

The Contractor shall meet with the Contracting Officer and the Real

SECTION 01 20 00.00 20

Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work. Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS 252.236-7000, Modification Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts , and shall include the documents listed below . If NFAS Clause 5252.232-9301 is included in the contract, the listed documents shall be provided as attachments in Wide Area Work Flow (WAWF). The maximum size of each WAWF attachment is two megabytes (2MB), but there are no limits on the number of attachments. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 shall include certification by Quality Control (QC) Manager as required by the contract.

b. The Contract Performance Statement on NAVFAC Form 7300/31 furnished by the Government, showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract. Use NAVFAC LANT Form 4-330/110 (New 7/84) on NAVFAC LANT contracts when a Monthly Estimate for Voucher is required.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies .

1.5.2 Submission of Invoices

If NFAS Clause 5252.232-9301 is included in the contract, the documents listed in paragraph "CONTENT OF INVOICE" shall be provided in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction it shall be provided as instructed by the Contracting Officer.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by DFARS 252.247.7023 TRANSPORTATION OF SUPPLIES BY SEA, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and/or suspensions permitted under the FAR and agency regulations including the following in accordance with "FAR 32.503-6:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings,precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval.for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View location map ; G

Progress and completion pictures ; G

1.2 VIEW LOCATION MAP

Submit to the Contracting Officer, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit a view location sketch indicating points of view. Submit with the monthly invoice two sets of digital photographs each set on a separate CD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator. Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.4 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers'

SECTION 01 30 00

compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by the State of South Carolina .

1.5 CONTRACTOR SPECIAL REQUIREMENTS

1.5.1 Asbestos Containing Material

All contract requirements of Section 01 50 10 , " JB CHS Environmental " assigned to the Private Qualified Person (PQP) shall be accomplished directly by a first tier subcontractor.

1.6 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.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.

1.8 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC Red Zone - NRZ)

Key personnel will meet to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre Construction Conference meeting and convene at the Facility Turnover Meetings once the project has reached approximately 75 percent completion or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first. The Contracting Officer's Representative will lead the meetings and guide discussions based on an agenda provided by the Government. The facility Turnover effort shall include the following:

a. Pre Construction Meeting - Contracting Officer's Technical Representative (COTR) will provide the NRZ Checklist and the Contractor, Client, and NAVFAC Representatives will compare Contractor's schedule to NRZ Checklist items.

b. Facility Turnover Meetings

1. Fill in the NRZ Checklist including Contractor, Client, and NAVFAC Checklist Items and assign a person responsible for each item and a due date. The Contractor's Representative will facilitate the assignment of responsibilities, fill out the NRZ Checklist, and discuss "Interim DD From 1354" requirements.

2. Review the Contractor's updated schedule. The Contractor shall develop a POAM for the completion of all Contractor, Client, and NAVFAC Checklist items.

3. Confirm that all NRZ Checklist items will be completed on time for the scheduled Facility Turnover.

1.9 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions. Request specific drawing numbers of files required; the entire set of drawing files will not be provided.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government.

The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

The electronic data contained in the CADD files remains the intelectual property of the provider and is copyright protected by law. The CADD drawings may be used for preparation of construction data for the referenced project. Any modification, duplication or use of the drawings external to the project without the express written authorization of the A/E porvider is prohibited.

1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address es will not be allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 32 17.00 20

NETWORK ANALYSIS SCHEDULES (NAS)

08/10

PART 1 GENERAL

1.1 DESCRIPTION

The Contractor is responsible for scheduling procurement, Contractor quality control and construction, acceptance testing and training. Refer to Specification Section 01 33 00 SUBMITTAL PROCEDURES to determine if any items require Government approval prior to construction; If any are required, that submittal review time shall be included in the schedule.

The schedule is a tool to manage the project, both for Contractor and Government activities. It will also be used to report progress and evaluate time extensions. If cost-loaded, it will provide the basis for progress payments.

The Contractor shall use the Critical Path Method (CPM) and the Precedence Diagram Method (PDM) to satisfy time and cost applications. For consistency, when scheduling software terminology is used in this specification, the terms in Primavera's scheduling programs are used.

1.2 SUBMITTALS

The use of a "G" following a submittal indicates that a Government approval action is required. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES, except as modified in this contract.

SD-01 Preconstruction Submittals

Qualifications ; G

Baseline Network Analysis Schedule (NAS); G

SD-07 Certificates

Monthly Network Analysis Schedule Update; G

SD-11 Closeout Submittals

As-Built Schedule ; G

1.3 SCHEDULE ACCEPTANCE PRIOR TO START OF WORK

The Contracting Officer and Contractor shall participate in a preliminary meeting(s) to discuss the proposed schedule and requirements of this section prior to the Contractor preparing the Project Baseline Schedule.

Government review comments on the Contractor's schedule(s) shall not relieve the Contractor from compliance with requirements of the Contract Documents.

Only bonds shall be paid prior to acceptance of the Baseline Network Analysis Schedule (NAS).

SECTION 01 32 17.00 20

The acceptance of a Baseline NAS is a condition precedent to:

1. The Contractor starting work on the demolition or construction stage(s) of the contract.

2. Processing Contractor's pay request(s) for construction activities/items of work.

3. Review of any schedule updates.

Submittal of the Baseline Network Analysis Schedule , and subsequent schedule updates, shall be understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work shall be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.4 SOFTWARE

Project schedules must be prepared and maintained using Primavera P3, Primavera SureTrak or current mandated scheduling program. Save files in Concentric P3 or current mandated scheduling program file format, compatible with the Governments version of the scheduling program.

Importing data into P3/SureTrak/current mandated scheduling program using data conversion techniques or third party software will be cause for rejection of the submitted schedule.

1.5 QUALIFICATIONS

The designated Scheduler for the project shall have prepared and maintained at least 3 previous schedules of similar size and complexity of this contract using SureTrak/P3 or current mandated scheduling program. A resume outlining the qualifications of the Scheduler shall be submitted for acceptance to the Contracting Officer. Payment will not be processed until an acceptable Scheduler is provided.

1.6 NETWORK SYSTEM FORMAT

The system shall include time scaled logic diagrams and specified reports.

1.6.1 Diagrams

Provide Time-scaled Logic Diagram printed in color on ANSI D size sheets.

The diagram shall clearly show activities on the critical path. Include the following information for each activity:

a. Activity ID

b. Activity Description

c. Original Duration in Work Days

d. Remaining duration

e. Percent Complete

f. Early Start Date

g. Early Finish Date

h. Total Float

1.6.2 Schedule Activity Properties and Level of Detail

The NAS shall identify all Government, Construction Quality Management (CQM), Construction activities planned for the project and all other activities that could impact project completion if delayed. Separate activities shall be created for each Phase, Area, Floor Level and Location the activity is occurring. Activity categories included in the schedule are specified below.

With the exception of the Contract Award and Contract Completion Date (CCD) milestone activities, no activity shall be open-ended; each activity shall have predecessor and successor ties. Once an activity exists on the schedule it may not be deleted or renamed to change the scope of the activity and shall not be removed from the schedule logic without approval from the Contracting Officer. The ID number for a deleted activity shall not be re-used for another activity. No more than 20 percent of the activities shall be critical or near critical. Critical is defined as having zero days of Total Float. "Near Critical" is defined as having Total Float of 1 to 14 days. Contractor activities shall be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days.

1.6.2.1 Activity Categories

a. Procurement Activities: Examples of procurement activities include, but are not limited to; Material/equipment submittal preparation, submittal and approval of material/equipment; material/equipment fabrication and delivery, and material/equipment on-site. As a minimum, separate procurement activities will be provided for critical items, long lead items, items requiring government approval and material/equipment procurement for which payment will be requested in advance of installation. The Contractor shall show each delivery with relationship tie to the Construction Activity specifically for the delivery.

b. Government Activities: Government and other agency activities that could impact…