Solicitation_70LGLY18RSSB00021.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

18G0001C01

DEPARTMENT OF HOMELAND SECURITY

FEDERAL LAW ENFORCEMENT TRNG CTR

1131 CHAPEL CROSSING RD

BLDG: 93 ATTN:T.Johnson

FLETC GL

GLYNCO GA 31524

Federal Law Enforcement Training Center

ATTN: Terrence Johnson 1131 Chapel Crossing Road Glynco, Ga 31524

Terrence Johnson 912-267-3090 x

08/10/2018

70LGLY18RSSB00021

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

This solicitation is issued for the Install pedestrian walkway/Denial Barriers at the Front Gate, Federal Law Enforcement Training Center, Glynco, Ga.

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

10 90 calendar days and complete it within ________________ ________________ calendar days after receiving

09/10/2018

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

DEPARTMENT OF HOMELAND SECURITY

FEDERAL LAW ENFORCEMENT TRNG CTR

1131 CHAPEL CROSSING RD

PRO BLDG 93

FLETC GL

ATTN: T.Johnson

GLYNCO GA 31524

Terrence Johnson

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 368

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

70LGLY18RSSB00021

Delivery: 90 Days After Notice to Proceed

Delivery Location Code: FLETC GL

DEPARTMENT OF HOMELAND SECURITY

FEDERAL LAW ENFORCEMENT TRNG CTR

1131 CHAPEL CROSSING RD

ATTN: T.Johnson BLDG: 93

GLYNCO GA 31524

FOB: Destination

0001 Install pedestrian walkway from B1 parking lot the B2 (main gate). Provide fence to prevent pedestrian traffic from straying into roadway.

Install locking access-control entry turnsite with PIV reader capability (north end of gate canopy). Install Active Denial Barrier.

Product/Service Code: Z2AZ

Product/Service Description: REPAIR OR ALTERATION

OF OTHER ADMINISTRATIVE FACILITIES AND SERVICE

BUILDINGS

Offerors shall provide a statement of compliance with FAR 52.222-50, Combating Trafficking in

Persons, requirements and confirm subcontractors will accomplish a statement of compliance upon award.

This RFP is for Small Business Hub-zone companies

ONLY.

The project manager for this project is Joshua

Ross, PE.

NAICS Code: 238190

The site visit for this project will be August

22, 2018 @ 9:00am. All visitors must report to the commercial gate and be processed for a security badge. Form 17Z is attached and must be completed and submitted to the contracting officer by August 20, 2018 NLT 1200.

The construction magnitude is between $750,000 and $1,000,000.00.

Wage Determination is GA180172 dated 05/04/2018

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

STATEMENT OF WORK

GATE 1 MODIFICATIONS – INSTALL DENIAL BARRIER AND PEDESTRIAN

WALKWAY & ACCESS

6/21/2018

GLYNCO, GA

PROJECT DESCRIPTION: This project will be constructed at the FLETC, Glynco, Georgia.

Gate 1 is the main entrance gate to the FLETC facility. Construction work is to be planned and executed to minimize disruption to normal operation of the gate, particularly during the busiest periods of morning arrival and afternoon departure of the majority of FLETC students and staff.

SCOPE OF WORK: Perform all work in accordance with Georgia Department of

Transportation (GDOT), Georgia Soil and Water Conservation Commission (GSWCC), International Building Code (IBC) 2015, contract drawings, specifications, reference documents and contract provisions. Provide all labor, material, equipment and supervision required to accomplish the following work.

1.1 Specific Work Covered by Contract Documents

For all work items, refer to drawing set “MAIN GATE #1 MODIFICATIONS –

DENIAL BARRIER AND PEDESTRIAN WALKWAY” dated 6/21/2018.

1. Demolition of ±76 LF of 4’ concrete sidewalk.

2. Demolition of (1) bollard.

3. Removal of traffic striping as necessary to install new denial barrier and new crosswalks.

4. Removal of ±73 LF of chain-link fence with 3-strand barbed wire.

5. Removal of (2) cantilever gates with (1) gate operator. Contractor shall coordinate with

Contracting Officer’s Representative (COR) for location to store existing cantilever gates and operator.

6. Sawcut and remove ±85 SY of asphalt pavement and base necessary to install new denial barrier mat foundation.

7. Remove and relocate (1) sign as necessary to install concrete sidewalk.

8. Install and maintain ±461 LF of ‘Type-B’ Non-sensitive Silt Fence.

9. Install ±231 LF of 5’ concrete sidewalk along with 14.33’ x 25’ concrete pad at proposed security turnstile location.

10. Install ±91 LF of 4’ concrete sidewalk.

11. Install (4) accessible ramps per GDOT Detail ‘A-3.’

12. Install (3) 24” x 24” MUTCD W11-2 wireless solar powered LED pedestrian warning signs.

13. Install (1) MUTCD R10-15 advanced warning sign.

14. Install (2) crosswalks per detail provided in drawings.

15. Provide and Install ±36 LF of chain-link fence with 3-strand barbed-wire. Fence to

16. Provide and Install (1) 6’ chain-link pedestrian gate with lock.

17. Provide and Install 2-Leaf manual operated swing gate.

18. Provide and Install Alvarado Full Height Security Turnstile Model No. MST-6X

(powder-coated) or equivalent.

19. Provide and Install Alvarado Full Height Pedestrian Gate Model No. MSGX-E (powder-coated) or equivalent.

20. Provide and Install ±4 LF of Full Height Powdered-Coated Security Fencing or equivalent.

21. Provide and Install PIV Card Access Reader with HIRSCH MATCH2 interface board or equivalent.

22. Provide and Install (22) 10’ New Jersey concrete barriers.

23. Provide and Install (1) FutureNet GRAB-300 Active Vehicle Barrier with Battery

Backup or equivalent. Contractor shall install approved active vehicle barrier per manufacturer recommendations. Work to include materials, labor, and equipment to route power to existing electrical panel shown on plans.

1.2 Coordination, Quality Control/Assurance

a) Coordinate construction schedule and all construction operations with the Contracting

Officer (CO).

b) The Superintendent / QC shall be responsible for assuring that all work is performed in accordance with the terms of the Contract.

c) All work shall be inspected by the Government and accepted before issuance of final payment.

d) All materials used on this project shall be accepted prior to use. Acceptance shall be accomplished by either:

i. Furnishing testing results conducted during manufacturing.

ii. Furnishing manufacturing certification, followed by the results of random verification testing.

iii. Pre-approval and testing of a product or its components prior to being used.

iv. Documentation that the product(s) being used come from the GDOT

Qualified Products List (QPL).

e) All truck deliveries of imported fill and aggregate shall be accompanied with truck tickets, a copy of which is to be given to the COR at the time of delivery. At a minimum, each ticket shall contain the following information:

i. Identification of source of the material

ii. Identification of the truck contents by nomenclature consistent with

GDOT designations for fill material and aggregate.

iii. Time of truck loading.

iv. Total weight of material.

f) All truck deliveries of concrete shall be accompanied with truck tickets, a copy of which is to be given to the COR at the time of delivery. At a minimum, each ticket shall contain the following information:

i. Name of concrete plant.

ii. Mix ID Number

iii. Time of truck loading.

iv. Volume of concrete

v. Total weight of material.

g) No payment to contractor for aggregate base and concrete shall be made without accompanying truck ticket information.

1.3 Submittals

a) Submittals shall be required for all material and equipment items, per Contract Section C and Contract Specification 01 33 00 entitled “Submittal Procedures”.

b) The Contractor shall provide submittals to the Contracting Officer Representative (COR).

Submittals shall include, but not be limited to, material data sheets, shop drawings, manufacturer’s installation details, and other documents as required for the following items:

1. Submit testing reports for compaction and concrete as required by the contract specifications for the required drainage structures, concrete, reinforcing steel, and backfill.

2. Submit testing reports to document integrity of the completed work, including concrete cylinder compressive strength break tests, earthwork compaction testing, and testing of roadway base and surface materials.

3. Pedestrian turnstile/gate assembly drawings and specifications

4. Swing gate drawings and specifications

5. Turnstile and mounting slab drawings and specifications.

6. PIV Card Access Reader.

7. Active Vehicle Barrier drawings and specifications.

8. MUTCD W11-2 solar powered LED signs.

Work shall not proceed without first receiving written Submittal approval from the COR.

c) The Contractor shall provide a Project Schedule (Gantt Chart or other similar method) to the COR prior to the start of work. At a minimum, said schedule shall be compliant with

Specification Section 01 14 00 entitled “Work Restrictions”, and:

i. Identify scheduled activities;

ii. Identify work times;

iii. Ensure coordination with training activities;

iv. Estimate duration of each schedule activity;

v. Identify required resources for each activity;

vi. Show the sequence of each activity and dependence on other activities;

vii. Determine project duration; and

viii. Analyze scheduled activities to improve project duration.

Work shall not proceed without first receiving written Project Schedule approval from the COR.

PART 2 – PRODUCTS / MATERIALS

2.1 Products and materials

a) All products and/or materials shall conform to the requirements and divisions of this

Statement of Work, and shall be first quality, complying with all standard and applicable building codes.

b) All products and/or materials shall be protected at all times from damage while at the work site.

c) All products and / or materials shall be installed / constructed following the manufacture’s recommendations for the specific application and the specifications below.

PART 3 – EXECUTION

3.1 Performance Period

a.) The Contractor shall have a maximum of 90 days after Notice To Proceed in which to complete this project.

3.2 Definition of Work

a.) The Government’s intent is that the work to be performed is described by the comprehensive combination of the contract documents, including the contract, attached or referenced drawings, specifications, and this SOW. Mention or description in any one of these documents is the same as if included in all. If the

Contractor identifies any omissions from the contract documents that in its opinion would result in an incomplete or unsatisfactory completion of the project objectives, the Contractor shall bring any such apparent omission to the attention of the COR and

Contracting officer before proceeding with any work that might be affected.

b.) If the Contractor identifies any apparent contradictions between contract documents

(contract, drawings, specifications, SOW), Contractor shall bring such apparent conflict to the attention of the COR and Contracting Officer before proceeding with any work that might be affected.

3.2 Installation

a) The Contractor shall field verify all dimensions and conditions prior to beginning work or ordering materials.

b) The Contractor shall review site conditions with the FLETC COR prior to ordering materials and starting work.

c) No product and/or materials shall be installed without Contractor first receiving written approval from the COR regarding submittal items.

d) Contractor must perform work during normal commercial work week hours, which are Monday thru Friday 6AM to 6PM local time, and must coordinate work with normal operations within the building. The Contractor may be able to work on weekends for its own convenience, but only by prior arrangement through the COR.

No additional payment will be made by the Government for such work.

e) All work shall be performed utilizing the latest nationally-recognized codes and standards for the particular type of work to be accomplished, and in accordance with manufacturer directions and specifications listed below (Paragraph 3.4).

3.3 Place of Performance

All installation services shall be performed on-site at the following location:

Federal Law Enforcement Training Centers

Department of Homeland Security

1131 Chapel Crossing Road

Glynco, GA 31524

Main Gate (Gate 1)

3.4 Specifications

01 14 00 WORK RESTRICTIONS

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENT SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERNCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 50 00 TEMPORARY CONSTRUCTION FACILTIES AND CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

03 30 00 CAST-IN-PLACE CONCRETE

10 14 53 TRAFFIC SIGNAGE

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

34 71 13.19 ACTIVE VEHICLE BARRIERS

PART 4 – GOVERNMENT SUPPLIED EQUIPMENT

a.) NONE

END OF STATEMENT

SPECIFICATIONS

MAIN GATE #1 MODIFICATIONS

DENIAL BARRIER AND PEDESTRIAN WALKWAY

FEDERAL LAW ENFORCEMENT TRAINING CENTER

GLYNCO, GEORGIA

June 28, 2018

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 14 00 11/11 WORK RESTRICTIONS

01 32 16.00 20 02/15 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 05/11 SUBMITTAL PROCEDURES

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 11/14 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 02/10 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 50 00 05/18 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 78 00 08/11 CLOSEOUT SUBMITTALS

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 30 00 05/14 CAST-IN-PLACE CONCRETE

DIVISION 10 – SPECIALTIES

10 14 53 02/15 TRAFFIC SIGNAGE

DIVISION 26 - ELECTRICAL

26 00 00.00 20 07/06 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 08/16 COMMON WORK RESULTS FOR ELECTRICAL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13.53 04/08 HIGH-SECURITY CHAIN LINK FENCES AND GATES

DIVISION 34 - TRANSPORTATION

34 71 13.19 04/08 ACTIVE VEHICLE BARRIERS

-- End of Master Table of Contents --

Section 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Not used

1.2 NOT USED

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. To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. Wear hard hats 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

Identification badges are required and will be furnished without charge.

Application for and use of badges will be as directed by the Contracting

Officer. Immediately report instances of lost or stolen badges to the

Contracting Officer. See Section H regarding lost badges. All badges must be immediately returned to the point of issue upon badge expiration, contract completion, firing or removal of employee, or at the request of the approving authority.

1.3.1.3 Employee List

The Contractor shall provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract.

1.3.1.4 Personnel Entry Approval

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

Section 01 14 00 Page 2

1.3.1.5 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations under the cognizance of FLETC 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 a 8 to 10 hour period established by the Contractor Officer, between 6:00 a.m. and 6:00 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 to 5 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.

During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied and Existing Buildings

The Contractor will be working in existing occupied buildings.

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.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the building during the construction period.

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 sprinkler shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours." Such interruption shall be further limited to 8 hours. This time limit includes time for deactivation and reactivation.

Section 01 14 00 Page 3

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.

1.4 SECURITY REQUIREMENTS

Refer to the basic contract for security requirements.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

-- End of Section --

SECTION 01 32 16.00 20 Page 1

SECTION TABLE OF CONTENTS

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

02/15

1.1 SUBMITTALS

1.2 ACCEPTANCE

1.3 SCHEDULE FORMAT

1.3.1.1 Network Analysis Schedule (NAS)

1.3.1.2 Microsoft Project 2010 Settings and Parameters

1.3.1.3 Cost Loading Microsoft Project 2010 Schedules

1.3.3 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 CONTRACT MODIFICATION

1.6 3-WEEK LOOK AHEAD SCHEDULE

1.7 CORRESPONDENCE AND TEST REPORTS:

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

-- End of Section Table of Contents --

SECTION 01 32 16.00 20 Page 2

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

02/15

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. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule; G

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Network Analysis

Schedule (NAS) in accordance with the terms in Contract Clause FAR 52.236-

15 Schedules for Construction Contracts, except as modified in this contract.

The acceptance of a Baseline Construction Schedule is a condition precedent to:

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

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is 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 will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced

(as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

Use the critical path method (CPM) to schedule and control project activities. Prepare and maintain project schedules using Microsoft

Project 2010 or export schedule to PDF file. Importing data into the scheduling program using data conversion techniques or third party software is cause for rejection of the submitted schedule. Build the schedule as follows:

a. The Project Schedule must show submittals, Government review periods, material/equipment delivery, utility outages, all on-site construction, SECTION 01 32 16.00 20 Page 3 inspection, testing, and closeout activities. Government and Contractor on-site work activities must be driven by calendars that reflect

Saturdays, Sundays and all Federal Holidays as non-work days.

b. With the exception of the Contract Award and End Contract milestone activities, no activities shall be open-ended; each activity must have predecessor and successor ties. No activity must have open start or open finish (dangling) logic. Minimize redundant logic ties. Once an activity exists on the schedule it must not be deleted or renamed to change the scope of the activity and must not be removed from the schedule logic without approval from the Contracting

Officer. While an activity cannot be deleted, where said activity is no longer applicable to the schedule but must remain within the logic stream for historical record, it can be changed to a milestone. Document any such change in the milestone's "Notebook", including a date and explanation for the change. The ID number for a deleted activity must not be re-used for another activity.

c. Each activity must be assigned its appropriate Responsibility Code indicating responsibility to accomplish the work indicated by the activity, Phase Code and Work Location Code.

d. Date/time constraint(s) and/or lags, other than those required by the contract, are not allowed unless accepted by the Contracting Officer.

Include as the last activity in the contract schedule, a milestone activity named "Contract Completion Date".

1.3.1.2 Microsoft Project 2010 Settings and Parameters

The Network must have a minimum of 15 construction activities. No on-site construction activity may have durations in excess of 20 working days.

1.3.1.3 Cost Loading Microsoft Project 2010 Schedules

Assign material, labor and equipment costs to their respective Construction

Activities. Material and equipment costs for which payment will be requested in advance of installation must be assigned to their respective procurement activity (i.e. the material/equipment on-site activity).

Evenly disperse overhead and profit to each activity over the duration of the project. Cost loading must total to 100 percent of the value of the contract.

a. Submit an Earned Value Report with each schedule update showing activity budget, cost percent complete, earned amount and cost to complete as directed by the Contracting Officer.

b. With each schedule submission, provide a Schedule Variance control

(SVC) diagram showing:

(1) Cash Flow S-Curves indicating planned project cost based on projected early and late activity finish dates.

(2) Earned Value to-date. Revise Cash Flow S-Curves when the contract is modified, or as directed by the Contracting Officer.

1.3.3 Schedule Submittals and Procedures

Submit Network Analysis Schedules (NAS) and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an

SECTION 01 32 16.00 20 Page 4 electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. The updated schedule must be kept current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Provide with schedule updates. Identify and justify;

(1) Progress made in each area of the project

(2) Critical Path

(3) Date/time constraint(s), other than those required by the contract

(4) Changes in the following; added or deleted activities, original and remaining durations for activities that have not started, logic, milestones, planned sequence of operations, and critical path

(5) Status of Contract Completion Date and interim milestones;

(6) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(7) Description of current and future schedule problem areas.

Each entry in the narrative report must cite the respective Activity ID and

Activity Description, the date and reason for the change, and description of the change.

1.5 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change. TIA must illustrate the influence of each change or delay on the Contract Completion Date or milestones. No time extensions will be granted nor delay damages paid unless a delay occurs which consumes all available Project Float, and extends the Projected Finish beyond the

Contract Completion Date.

a. Each TIA must be in both narrative and schedule form. The narrative must define the scope and conditions of the change; provide start and finish dates of impact, successor and predecessor activity to impact period, responsible party, describe how it originated, and how it impacts the schedule. The schedule submission must consist of three native files:

(1) Fragnet used to define the scope of the changed condition

(2) Most recent accepted schedule update as of the time of the proposal or claim submission that has been updated to show all activity progress as of the time of the impact start date.

(3) The impacted schedule that has the fragnet inserted in the updated schedule and the schedule "run" so that the new completion date is determined.

SECTION 01 32 16.00 20 Page 5

b. For claimed as-built project delay, the inserted fragnet TIA method must be modified to account for as-built events known to occur after the data date of schedule update used.

c. All TIAs must include any mitigation, and must determine the apportionment of the overall delay assignable to each individual delay.

The associated narrative must clearly describe the findings in a chronological listing beginning with the earliest delay event.

(1) Identify types of delays as follows:

(a) Excusable Delay: Force-Majeure (e.g. weather) - Contractor may receive time extension, but time will not be compensable.

(b) Inexcusable Delay: Contractor Responsibility - Contractor will not receive time extension.

(c) Compensable Delay: Government Responsibility - Contractor may receive compensable time extension.

(2) If a combination of any of the delay types outlined above occurs, it is considered a Concurrent Delay, which will require an analysis of the facts to determine compensability and entitlement to any time extension under the applicable contract clauses.

d. Submit Data disks containing the narrative and native schedule files.

e. Unless the Contracting Officer requests otherwise, only add conformed contract modifications into the Project NAS.

1.6 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the

Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 216 by 279 mm 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed

5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

1.7 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of

SECTION 01 32 16.00 20 Page 6 this section.

Not used.

Not used.

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SECTION 01 33 00

SUBMITTAL PROCEDURES

Requirements of this Section apply to, and are component to, each section of the specifications.

The Government may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control Manager (QCM) to check and approve all items prior to submittal and stamp, sign, and date indicating action taken.

Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including

(but not limited to) catalog cuts, diagrams, operating charts or curves;

test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals.

Submittals requiring Government approval will be identified by each task order and are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

Submittals will be received from and returned to the Contractor electronically.

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Certificates of insurance

Surety bonds

Qualifications, Certifications, Resumes, and Appointment Letters for

Quality Control Manager, Project Manager and Superintendent

List of proposed subcontractors and suppliers

Project Schedule

Schedule of Values

Accident Prevention and safety plan

Quality Control(QC) plan

Environmental Protection and Waste Management plan

These submittals are to be made a minimum of seven (7) days prior to the scheduled Preconstruction Conference and require Government approval prior to

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Notice To Proceed and work commencement on site. See the related Division 1 specification sections such as Quality Control, Project Schedule, Environmental Controls/Management, Waste Management, Safety Requirements.

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

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

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

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

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

SD-06 Test Reports

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

Report which includes findings of a test required to be performed by the

Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

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

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

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

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment.

This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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

Special requirements necessary to properly close out a construction contract.

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

1.1.2 Approving Authority

The QCM has approval authority for all submittals not specifically designated in Task Orders.

1.2 SUBMITTALS

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

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved

Submittal is required in accordance with all contract requirements and prior to fabrication, delivery, and start of any related work activity. The

Government reserves the right to suspend work activities initiated without approved submittals. Government approval is required for submittals identified in each task order. Government approval is required for any deviations from the Accepted Proposal and other items as designated by the

Contracting Officer.

1.3.2 QCM Approved - Information Only

Submittals not requiring Government approval will be approved by the Quality

Control Manager and made available to the Government if requested for information only. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Government from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the

Contractor of the requirement to furnish samples for testing by the

Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.4 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

1.4.1 Submittals Required from the Contractor

As soon as practicable after task order award, and before procurement of fabrication, forward electronic submittals outlined in each Task Order to the FMD PM.

The Government PM for each task order will review stamped submittals to verify submittals comply with the contract requirements.

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1.4.1.1 O&M Data

The Government PM for each task order will review O&M Data to verify the submittals comply with the contract requirements; submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.

In the event the Contractor fails to deliver O&M Data within the time limits specified, the Contracting Officer may withhold progress payments until the O&M Data is submitted and approved.

1.5 PREPARATION

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels to the FMD Project Manager. Transmit each copy of the submittal in the format of the Agency sample transmittal form to be provided by the COR. On the transmittal form 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 mock-ups, installations, panels.

Properly complete this form by filling out all the heading blank spaces and identifying each item submitted by section, submittal description (SD) number, and paragraph reference number. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item. Assign each submittal a transmittal number.

1.5.2 Identifying Submittals

When submittals are provided by a lower tier contractor the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Task Order title and location.

b. Task Order number.

c. Date of the submittal.

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

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

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

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g. For resubmittals, add an alphabetic suffix on the submittal description, for example, submittal 18 would become 18A, to indicate resubmission.

h. Product identification and location in project.

i. Quality Control Manager's certification stamp.

1.5.3 Format for SD-02 Shop Drawings

a. Prepare drawings to accurate size, with scale indicated, unless other form is required. Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.

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

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

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

e. Include the nameplate data, size and capacity on drawings.

f. Reproductions of the task order drawings will not be accepted as shop drawings. Such submittals will be rejected.

1.5.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

a. Present product data submittals for each section as a complete set.

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. Provide product data in English dimensions.

d. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for

SD-07 Certificates.

e. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International

(ASTM), National Electrical Manufacturer's Association (NEMA), SECTION 01 33 00 Page 7

Underwriters Laboratories (UL), and Association of Edison

Illuminating Companies (AEIC), submit proof of such compliance.

The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the

Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

f. Collect required data submittals for each specific material, product, unit of work, or system into a single submittal and marked for choices, options, and portions applicable to the submittal.

Mark each copy of the product data identically.

g. Submit manufacturer's instructions prior to installation.

1.5.5 Format of SD-04 Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches: Built up to A4

8 1/2 by 11 inches.

(3) Sample of Materials Exceeding A4 8 1/2 by 11 inches: Cut down to A4 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

(7) Sample Panel: 4 by 4 feet.

(8) Sample Installation: 25 square feet.

b. Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

SECTION 01…