Attachment 01 - SOW-W912C321B0002-RestorationSoftball Field-20210806.pdf

SCOPE OF WORK RESTORATION OF CABANA

USAG FORT BUCHANAN, PR SOFTBALL FIELD

Statement of Work (SOW) Restoration of Cabana Softball Field

Fort Buchanan, PR

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

Section 00 01 15 List of Drawings Section 01 11 00 Summary of Work Section 01 14 00 Work Restrictions Section 01 20 00.00 20 Price and Payment Procedures Section 01 30 00 Administrative Requirements Section 01 32 16.00 20 Small Project Const. Progress Schedule Section 01 33 00 Submittal Procedures Section 01 35 26 Governmental Safety Requirements Section 01 42 00 Source for Reference Publications Section 01 45 00.10 20 Quality Control for Minor Construction Section 01 57 19 Temporary Environmental Controls Section 01 58 00 Project Identification Section 01 78 00 Closeout Submittals

DIVISION 02 – EXISTING CONDITIONS

Section 02 41 00 Demolition

Section 02 66 13 Select Fill and Topsoil for Landfill Cover

DIVISION 26 - ELECTRICAL

Section 26 05 00.00 40 Common Work Result for Electrical Section 26 05 26.00 40 Grounding and bonding for electrical systems.

Section 26 05 00.00 40 Low voltage overcurrent protective devices.

Section 26 56 00 Exterior Lighting Section 26 56 13.00 40 Lighting Poles and Standards

DIVISION 31 – EARTHWORK

Section 31 11 00 Clearing and Grubbing Section 31 23 00.00 20 Excavation and Fill Section 31 32 19.16 Geotextile Soil Stabilization

DIVISION 32 – EXTERIOR IMPROVEMENTS

Section 32 92 23 Sodding

DIVISION 33 - UTILITIES

Section 33 46 16 Sub drainage Piping Section 33 71 02 Underground Electrical Distribution

ATTACHMENTS (ELECTRONIC VERSION)

EXCAVATION PERMIT REQUEST FORM

FORM 3000RE ------ MATERIAL APPROVAL SUBMITTAL FORM

* * * END TABLE OF CONTENTS * * *

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. SHEET NO. TITLE

1 T101 Title Sheet, Location, Site Maps and Index of Drawings

2 D101 Demolition Works

3 A101 New Works Plan

4 P101 New Drainage Works

5 P102 Drainage Details

6 E101 New Electrical Works

1.3 REFERENCE DRAWINGS

The reference drawings are intended only to show the existing site condition and new work to be realized. Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract.

-- End of Document –

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK TO BE DONE

Provide labor, equipment, materials, insurances, supervision, incidentals and all necessary to perform “Restoration of Cabana Softball Field”, Fort Buchanan, Guaynabo, PR in accordance with all specifications, drawings, as well as contract terms and conditions.

1.1.1 Prospective Bidders

All prospective bidders are encouraged to visit the project site and familiarize with all conditions that may affect the work or cost thereof.

At this visit, bidders will verify quantities, dimensions, details and notify in writing any omitted data or discrepancy with the drawings or scope of work. If necessary, bidders shall coordinate all the necessary site visits for data compilation. The government will not be responsible for any differences between existing conditions and the illustrated on drawings if it's not notified prior to the proposal delivery.

1.2 PROJECT DESCRIPTION

The work consists of improvements to the existing playing field, refurbishing the entire infield and outfield areas, drainage system, both surface and underground, and replacing two light poles at Cabana Softball Field. Such work includes the following activities and incidental related work:

a. Remove and store the fabric of existing chain link fence and corrugated fence topper.

b. Collect relevant surveying data to ensure corresponding grading, slopes and elevations for construction (see pages A101, P101 and P102 for guidance).

c. Remove and dispose existing unsuitable soil and any existing underground drainage system within the infield area in accordance with page D101 of the drawings.

d. Remove and dispose existing grass and unsuitable/uneven soil within the outfield area in accordance with page D101 of the drawings.

e. Remove one (1) metal foul pole and ground sleeve indicated on page

D101 of the drawings.

f. Excavate new trenches on infield and outfield areas as indicated on pages P101 and P102 of the drawings.

g. Install a new 8” PVC pipe (transport pipe) starting at a depth of

27” at location named “MAIN DRAINAGE 2” having the indicated slope along the trench as demonstrated on page P101 of the drawings.

h. Install a new 10” PVC pipe (also transport pipe) starting at the 8”

PVC pipe intersection point having the indicated slope along the trench as demonstrated on page P101 of the drawings.

i. Install a new underground drainage wrapped with needle punched geotextile filter equal or similar to a Multi-FLOW drainage system, at the infield and outfield playing areas as indicated on pages P101 and P102 of the drawings.

j. Backfill infield and outfield trench areas having the new 12” Multi-

Purpose collector lines with a clean very coarse sand as indicated on page P102 of the drawings.

k. Backfill infield area with selected mix fill material of a 40% clean very coarse sand, 40% silica and 20% clay ensuring adequate compaction and leveling as indicated on page P102 of the drawings.

Material should be free of debris, roots, wood, scraps, glass, soft unsound particles, or any objectionable material.

l. Backfill outfield area with topsoil ensuring adequate leveling as indicated on page A101 of the drawings.

m. Furnish and install new sodding throughout outfield area.

n. Re-install stored cyclone-fence fabric on existing vertical poles and corrugated fence topper ensuring the fabric faces towards the interior of the softball field and vertical poles are facing outside the softball field.

o. Install two foul poles 20’ above ground level, 4-inch outside diameter, aluminum, yellow color, along with two ground sleeves with caps for installation, and lateral nets at the outfield in accordance with page A101 of the drawings and manufacturer recommendations.

p. Furnish and install three bases (first, second, and third), home-plate and pitcher rubber plate with the following general features:

1) First, second, and third bases: Soft Touch SoftTouch™ Progressive Release Base, Complete 15” Single Base and located according to ASA slow-pitch dimensions.

2) Home plate: Standard size, five sides, heavy-duty rubber, white color center, black color borderline, and with five metal anchor spikes.

3) Pitcher Rubber Plate: 4” x 18” x 1” thick, heavy-duty rubber, white color center, and with three heavy steel spikes and located according to slow-pitch dimensions.

q. Provide one spare set of 3-each bases, 1-each Home plate, and 1-each

Pitcher Rubber Plate.

r. Trim grass to skin edges to create softball skinned infield area as per dimensions indicated on drawings.

s. Clean site area.

t. Provide As-built drawings to the Government.

The amount of trench excavated at any time shall not exceed the amount of drain that can be set and backfilled completely in one working day. The trench shall be 4 inches wide and at the depth specified on the drawings.

The collection system shall be centered in the trench, and backfilled with clean coarse sand. Coarse sand is typically comprised of particles ranging from a #8 to a #30 U. S. Standard Sieve.

The trench excavations for the collection system and transport pipe shall be to the lines and grades shown on the drawings. Over excavation in the bottom of the excavation shall be backfilled to the proper grade with excavated material or sand prior to the placement of the collection system.

The collection system shall be securely connected to the transport pipe using connectors approved by the manufacturer.

Backfill shall be consolidated in accordance with the drawings.

Any damaged collection system or transport pipe shall be replaced or repaired by splicing in an undamaged section of like material.

Electrical work:

Demolition Work shall include:

1.2.4 Electrical Work:

Contractor shall perform selected Demolition, Disposal and installation of new lighting system for the cabañas softball field, as indicated at this SOW and related drawings in accordance with the Technical Specifications. The mentioned works shall be completed in accordance with the specifications on DIVISION 26-ELECTRICAL, which includes Section 26 05 00.00 40, COMMON WORK

RESULTS FOR ELECTRICAL; SECTION 26 05 26.00 40, GROUNDING AND BONDING FOR

ELECTRICAL SYSTEMS; SECTION 26 05 00.00 40, LOW VOLTAGE OVERCURRENT

PROTECTIVE DEVICES; SECTION 26 56 00, EXTERIOR LIGHTING; SECTION 26 56 13.00

40, LIGHTING POLES AND STANDARDS and SECTION 33 71 02, UNDERGROUND ELECTRICAL DISTRIBUTION as follows:

1.2.4.1 Provide all labor, equipment and material to install new power, lighting, and corresponding electrical wiring required, incidental related work, and leave installation ready for operation.

Work shall be performed by licensed qualified electricians.

All work shall be in compliance with the National Fire Protection Association (NFPA) National Electrical Code NFPA-70 latest edition, Life Safety Code NFPA 101, American Disability Act (ADA), Illuminating Engineering Society of North America (IESNA), US Army Corps of Engineers (USACE) TI-800-1 National Electrical Manufacturers Association (NEMA), Puerto Rico Electric Power Authority (PREPA) and the U.S. Environmental Protection Agency (EPA).

1.2.4.2 Electrical Removal Works:

a. Temporary remove, retain and enroll the aerial main feeder from main breaker in order to begin with required works.

b. At pole #2, Remove and dispose contactor box controlling the lighting system, including the enclosure and the 200 amps contactor. Remove and dispose as well, at that same pole, the main breaker panel 200 amps, 120/208 volts and an attached 120 / 208 V, 60 Amps Load center including two duplex receptacles and two 20 amps one pole breakers inside of it. Remove and dispose two (2) circuits that consist of THHN, 600 volts AWG#2, triplex cables each, one aerial circuit going from that contactor box to pole #3 and another aerial circuit going to pole #4.

c. Remove and dispose two (2) concrete Lighting poles, H4 type, indicated on drawings and named as poles #3 and #4, including their Metal Halide (MH) lighting fixtures (4 in each pole, 8 in total), mounting kit, ballast transformers, 100 amp load centers (2 in total), triplex wire AWG #2 power circuits attached, AWG #10 lighting circuits and conduits and all items mounted on the two mentioned lighting poles.

d. After removal of poles #3 and #4 cover the holes with project excavated material until terrain level and compact with any mechanical method.

e. Remove and dispose cables from existing telephone line located at pole #3 and #4. Do not remove telephone fixture. Coordination with the Network Enterprise Center (NEC) is required before disconnection.

f. At pole #2 remove and dispose aerial circuit AWG #10 cable related to both dugouts power.

g. Remove and dispose receptacles 120v, one at each dugout.

1.2.4.3 Electrical Installation Works:

a. Furnish and Install two (2) new lighting poles for cabañas softball field. These new lighting poles are named, as per drawing, poles #3 and #4. Furnish and install the following at these poles:

a.1 Two (2) new concrete poles H-6 type, 65ft high, to install new lighting fixture.

- These poles named #3 and #4 have to be direct buried in locations provided in drawings. Installation shall be outside of fence perimeter but very close to fence. Shall be installed in a perpendicular line 10% percent of the pole's height plus two feet equals the appropriate depth of burial. Auger hole minimum 10 inches larger than the butt diameter of the pole, and an extra 6 inches deeper than the depth requirement. This 6” extra inches is to create a course granular base pad. This allows for a firm base on which to set the concrete pole.

- Prepare holes using a power augur, truck mounted. For best stability and compaction of poles, holes should be round and have smooth vertical sides with undisturbed soil.

- Pour backfill material and tamp every 6" with recommended or specified backfill material for local soil conditions. The excavated material is not acceptable for backfilling on the new holes for new poles. Backfill material shall be uncontaminated crush stone not to exceed ¾”. Tamp frequently and firmly. Selection of appropriate backfill materials and proper compaction are the two most important elements for ensuring a successful installation, material submittal and compaction plan shall be approved before any start any excavation work.

a.2 Ten (10) New Metal Halide (MH) 1000 Watts’s fixtures, 120/208 volts, 5 lights for each pole, standard use on exterior softball fields. Including their mounting kit, housing, bulb and ballast/transformers.

- Furnish and install two (2) new 5 ft. galvanized arms bracket for lighting support at each new poles #3 and #4 a.3 Two (2) new 120/208, 100 amps Load center, NEMA 3R, one for each pole #3 and #4 to be used for power distributing to the lighting fixtures mounted on each new pole.

- Each 100 amps load center shall have a new 3 phase 100 amps main breaker for disconnect (2 breakers in total).

- Furnish and install Surge protector 120/208 volts for each panel board (2 in total).

- Each 100 amps load center shall have two (2) new 20 amps, 2 poles, 240 volts breakers for pole lighting circuits and one (1) new 20 amps, 2 poles, 240 volts breakers for spare(6 breakers in total).

a.4 Furnish and install new rigid galvanized steel (RGS) 3/4" conduit for circuits above ground and for light fixtures power connection from each pole panel board (2) to lights transformers.

a.5 Furnish and install new AWG# 10 cooper cable stranded, 600v, THHN/THWN for aboveground installation light fixtures power from panel to lights transformers.

b. Underground Works;

b.1 Furnish and install 2-1/2” PVC, SHC 40, conduits for new underground circuit system. Trench shall be 36” deep as per PREPA secondary URD pattern. Underground circuit details are shown in drawings. Compact terrain after backfilling.

b.2 Furnish and Install three (3) new underground lighting pedestals using PREPA URD-26 underground distribution pattern where indicated in drawings.

b.3 Furnish and install new feeders AWG #2, 600 volts, RHW/RHH as indicated in drawings.

b.4 Furnish and install three new PVC junction boxes. Location as per drawing in poles #2, #3, #4, #6 and a dugout house.

b.5 Circuit conduits run shall be underground from pole to pole until arriving to each pole’s new pedestal (used as pull station) and then to each connection lighting box PVC 4”x4” which is required to be located next to each poles #2, #3, #4. Underground conduits may arrive in PVC SCH 40 to the pole junction box. From junction box to the panel board of each pole shall be RGS conduit as well from panel board to lights. Used conduit F type in transitions from underground to aerial to avoid water entrance to conduits.

b.6 Furnish and install a ¾” PVC conduit, SHC 40, to be installed underground as spare for both excavations. Shall attach all new pedestals and from each pedestal to their respective pole junction boxes.

b.7. Furnish and install a ¾” PVC conduit, SHC 40, underground for communication. This conduits shall go underground from pole #6 to the closest dugout. Install new PVC box 4”x4” at dugout wall and another at pole #6 approximate 20FT high. At pole #6 shall run thru new concrete base. Exterior conduit to box shall be ¾” RGS.

b.8 In poles #2, #5 and #6, main breaker pole and where there is a transition from underground to aerial, create a concrete base with slope as per PREPA URD-4.

b.9 Refill excavation using the same excavated material. Install warning label at 12” deep before covering. Fill the terrain to level and compact using mechanical methods. Required slope with civil drawings.

c. Pole #2 serves as the power entrance for the lighting system. Furnish and install the following at this pole:

- Furnish and install new load center 225 amps with a new 200 amps main circuit breaker, 120/208v, rain tight/ weather proof NEMA 4x, 30 slots. This new load center will power the lighting contactor box. Furnish and install two (2) new 20 amps spare breakers.

- Furnish and install New lighting contactor box NEMA 4x, with a 208v, 200 amps contactor. This contactor shall turn on/off all softball lights.

- Furnish and install new rain tight/weather proof NEMA 4X light control box position switch- on/off and locate it at the exterior of contactor enclosure.

- Furnish and install two (2) new single pole, 120 volts, 20 amps breakers at main panel board, one for each dugout power.

- Provide a new rain proof/wheatear proof 20 amps, 120v, and duplex receptacle next to the contactor box but power it from main breaker.

Install another one at the tower station.

- Furnish and install two (2) single poles, 20 amps, 120 volts, breakers for receptacle box and dugouts water fountain main panel

d. Furnish and install new triplex AWG# 2 cooper cable, stranded, 600v, RHW/XHHW for underground installation as per drawings.

e. Furnish and install new AWG #10 cable, RHH/RHW for both dugouts and tower station underground power circuits. These circuits are going to be powered from main panel and not from contactor circuits.

f. Tower station receptacle shall arrive to the tower underground and when transition to above ground, be attached to the tower frame. Receptacle shall be installed inside the tower and be 120V, 20 amps, water proof.

g. Replace by new, 120v, 20 amps duplex, and receptacles GFI, water proof case in each dugout. Install in old existing location.

h. Reconnect the retained aerial main feeder to new main breaker.

1.2.4.5 Electrical General:

Use appropriate splicing methods as indicated by drawings and latest version of NFPA 70.

All electrical lighting fixtures shall conform to government specifications.

Contractor shall verify and confirm circuits on electrical panels indicated on drawings.

Circuit breakers related to worked circuits shall be clearly labeled with plastic labels, duly protected as per technical specifications.

Provide plastic labels to each cover plate of toggle switch, lighting fixture and conductors, indicating circuit number and panel-board where circuit is connected.

Utility Outages: Work shall be scheduled to hold power outages to a minimum.

Power outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and facility users. Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 30 calendar days in advance of the time required. Each request shall state the facilities to be impacted, approximate duration of outage, and the nature of work involved.

Power outages shall be arranged by Contractor for Monday thru Friday or for weekends at the convenience of Government and post facility users. Utilities outages during a holiday are to be considered an exceptional event, under emergency condition or circumstances, that otherwise will result in a significant adverse impact to the contract.

1.2.1 Location

The work is located in Constitution Avenue, Fort Buchanan, PR, as shown on drawings.

1.3 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

Drawing No. 1 through 6 Sheets T101, D101, A101, P101, P102 and E101

One set of full-size contract drawings, maps, and specifications will be furnished to the Contractor without charge. Reference publications will not be furnished. Immediately check furnished drawings and notify the Government of any discrepancies.

1.4 WORK RESCHEDULING

Normal duty hours for work are from 7:00 a.m. to 4:00 p.m., Monday through Friday. Requests for additional work requires written approval from the Contracting Officer 7 days in advance of the proposed work period.

1.5 OCCUPANCY OF PREMISES

Facility will be unoccupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer Representative a sequence of procedure, means of access, space for storage of materials and equipment.

1.6 EXISTING WORK

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

a. 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 must be in a condition equal to or better than that which existed before new work started.

1.7 ON-SITE PERMITS

1.7.1 Excavation Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Excavation Permits NLT 5 calendar days from

NTP

To be provided by the Government

1.8 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation and comply with Installation requirements for locating and marking underground utilities.

Verify existing utility locations indicated on contract drawings, within area of work.

1.8.1 Notification Prior to Excavation

Notify the Contracting Officer at least 7 calendar days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

-- End of Section --

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The Cabana Softball Field will not be in operation during the entire construction period. However, contractor must conduct operations so as to cause the least possible interference with adjacent facilities working under normal operations.

b. Permission to interrupt any Activity roads or utility service must be requested in writing a minimum of 45 calendar days prior to the desired date of interruption.

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 appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide 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 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, 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 Protection of Premises

The Contractor shall take all necessary precautions to protect the Government and private property from damage as a result of his/her operations. Existing property damaged shall be promptly restored, repaired or replaced to its original condition by the Contractor at his/her own expense.

1.3.2 Working Hours

Regular working hours will consist of an 8-hour period established by the Contracting Officer, between 7:00 a.m. and 4:00 p.m., Monday through Friday, excluding Government holidays.

1.3.2.1 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 20 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 must be lighted by the Contractor in a manner approved by the Contracting Officer.

1.3.3 Unoccupied Facility

The existing facility and its contents must be kept secure at all times.

Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Leave attached equipment in place, and protect them against damage, or temporarily disconnect, relocate, protect, and reinstall them at the completion of the work.

1.3.4 Access Roads

The Contractor shall at all times refrain from the use of any roads, grounds, or other facilities that have not been specifically authorized for his/her use.

1.3.5 Contractor Personnel Requirements

a) AT Level I Training. All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable and annually thereafter. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 05 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten.mil. Government is responsible for providing the training to contractor personnel at no cost to the contractor.

b) Access and general protection/security policy and procedures. Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

c) Contractor not eligible for CAC, but requires access to DOD facility or installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

d) iWatch Training. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 5 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award. Government is responsible for providing the training to contractor personnel at no cost to the contractor.

e) OPSEC Training. The contractor shall develop an OPSEC Standing Operating

Procedure (SOP)/Plan within 90 calendar days of contract award, to be reviewed and approved by the responsible Government OPSEC officer. This plan will include a process to identify critical information, where it is located, who is responsible for it, how to protect it and why it needs to be protected. The contractor shall implement OPSEC measures as ordered by the commander. In addition, the contractor shall have an identified certified Level II OPSEC coordinator per AR 530-1.

1.3.6 Temporary Pass

A DD Form 369 for each personnel shall be submitted to the Contracting Officer in order to obtain a temporary pass/access. The forms shall be provided within 15 calendar days after contract award. This pass is valid for the duration of project or one year (whichever comes first). All Contractors’ personnel shall wear clothing and/or identification badges identifying them as company employees.

1.4 Project civil, plumbing, mechanical, and electrical system/components installation, workmanship, parts, labor, integrity, and service costs shall be warranted for a period of not less than one year from the date of Government final acceptance.

1.5 Project scheduling: Contractor shall develop a work plan and properly coordinate the project construction and execution to minimize adverse personnel daily operations. Plan shall be discussed with concerned DPW officials and approved by the COR and the Contracting Officer.

1.6 Project execution: Prior to submitting a project work schedule, contractor shall establish a draft/preliminary work schedule/plan and properly coordinate all building construction interior work. Preliminary Plan shall be discussed with concerned DPW officials and approved by the COR and the Contracting Officer.

1.7 Other Project Requirements and Considerations:

a) The contractor shall comply with safety program and required insurance.

b) The contractor shall comply with all technical specifications provided as part of the contract documents.

c) The contractor shall comply with all applicable safety and material handling and storage specifications and procedures for the work to be performed, based on industry standards.

d) The contractor shall submit, for approval within fifteen (15) calendar days after award of contract, a work schedule of planned performance.

e) The contractor shall submit for approval the submittal register with listed items for materials to be used in this project including the Material Safety Data Sheet (M.S.D.S), if applicable, to the Contracting Officer within 15 calendar days after award of contract.

f) The contractor shall clean job site daily and dispose all debris, resulting from the project operation, to an authorized disposal facility off Fort Buchanan.

g) No contractor’s office is authorized in the facilities/project sites under this contract. Area for contractor’s trailer will be designated in the 600 area.

1.8 Project discrepancies: This scope of work shall serve as a guide to the contractor in executing the job. In no way this SOW pretends to tell the Contractor how to execute the work, but rather to indicate what the contract is looking for and the expected quality of the products and job to be performed. In case where the contractor is in doubt as to the particular part of the job due to the discrepancies in the scope of work and the specifications, contractor shall notify in writing the Contracting Officer of the same.

Not Used

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20

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 (2016) Construction Equipment Ownership and

Operating Expense Schedule

1.2 SUBMITTALS

Schedule of Prices

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Within 30 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction Contract) as directed by the Contracting Officer. Schedule of Prices must have cost summarized and totals provided for each construction category. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices.

1.3.2 Payment Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer.

1.4 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.5 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, base equipment use rates upon the applicable provisions of the EP 1110-1-8.

1.6 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.6.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

a. The Contractor's invoice showing in summary form, the basis for arriving at the amount of the invoice.

b. Certification of Payment to Subcontractor or Suppliers.

c. Updated Construction Progress Schedule and tabular reports required by the contract.

d. Schedule of Values.

e. Solid Waste Disposal Report.

f. Certified payrolls.

g. Other supporting documents as requested.

1.6.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area Work Flow Payment Instructions is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE 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, provide it as instructed by the Contracting Officer.

Contractor is responsible to maintain a Payment Tracker of all invoices and contract balance IAW WAWF submissions. Payment Tracker shall be submitted with the final invoice as part of the closing documents required for the

1.7 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.

1.7.1 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 suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

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 maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.

1.7.2 Payment for Onsite Materials

Progress payments may be made to the Contractor for materials delivered on the site 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 must 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 must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this Contract.

Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts 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 must be stored at the construction site. Other locations are subject to written approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the

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

1.2 SUBMITTALS

Government approval is required for all submittals Submit the following in

SD-01 Preconstruction Submittals - MICC/DPW

1.3 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by law.

1.4 SUPERVISION

1.4.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.4.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.4.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.4.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.5 PRECONSTRUCTION CONFERENCE

Prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference. The conference must take place within 28 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to:

daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.6 PARTNERING

Contractor shall host the partnering session within 45 calendar days of contract award. To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, Contractor and key subcontractors are required to participate in the Partnering process.

1.7 MOBILIZATION

Contractor shall mobilize to the jobsite within 15 calendar days of contract award. Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

PART 1 GENERAL

1.1 SUBMITTALS

Baseline Construction Schedule

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:

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

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

c. Review of any schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets 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 Schedule Submittals and Procedures

Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an 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. Keep the updated schedule 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: Identify and justify the following:

(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 removed 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.

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.5 2-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 2-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Two-Week Look Ahead Schedule. Deliver one electronic file of the 2-Week Look Ahead Schedule to the Contracting Officer every other Monday.

1.6 CORRESPONDENCE AND TEST REPORTS:

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. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.7 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 this section.

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

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

1.1.2 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

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

Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase contract.

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

Certificates of Insurance

Surety Bonds

List of Proposed Subcontractors

List of Proposed Products

Construction Progress Schedule

Submittal Register

Schedule of Prices

Accident Prevention Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02

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 work.

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 ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.

SD-06 Test Reports

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

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

Report that includes finding of a test made at the job site or on sample taken from…