Attachment3-SOW-FINAL-W912C322Q0007-ToroCreek-20220701.pdf

SCOPE OF WORK TORO CREEK

USAG FORT BUCHANAN, PR GATE REPAIR

Statement of Work (SOW) Toro Creek Gate Repair

Fort Buchanan, PR

JUL 1, 2022

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 50 00 Temporary Construction Facilities and Controls 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

DIVISION 03 – CONCRETE

Section 03 30 53 Miscellaneous Cast-in-Place Concrete

DIVISION 05 – METALS

Section 05 05 23.16 Structural Welding Section 05 12 00 Structural Steel Section 05 50 13 Miscellaneous Metal Fabrications Section 05 52 00 Metal Railings Section 05 12 00 Structural Steel

DIVISION 31 – EARTHWORK

Section 31 00 00 Earthwork

ATTACHMENTS (ELECTRONIC VERSION)

SKETCH ----------- PROJECT SIGN SAMPLE

DD FORM 369 ------ POLICE RECORD CHECK

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

SCOPE OF WORK TORO CREEK

USAG FORT BUCHANAN, PR GATE REPAIR

* * * 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 Plan I

3 A101 New Works Plan I

4 A102 New Works Plan II

5 A103 New Works Plan III

6 A104 New Works - Sections

7 A105 New Works – Section & Elevation

8 A106 New Works - Details I

9 A107 New Works - Details II

1.3 REFERENCE DRAWINGS

The reference drawings are intended only to show the existing site conditions 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.

No CAD drawings will be provided by the Government.

-- End of Document –

SCOPE OF WORK TORO CREEK

USAG FORT BUCHANAN, PR GATE REPAIR

SECTION 01 11 00

SUMMARY OF WORK

08/15

1.1 WORK TO BE DONE

Provide labor, equipment, materials, insurances, supervision, incidentals, and everything necessary to perform the “Toro Creek Gate Repair”, at Fort Buchanan, PR in accordance with all specifications and 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. To verify dimensions, a laser measure device is recommended. If allowed, it is highly recommended for bidders to coordinate all the necessary site visits for data compilation. The government will not be responsible for any differences between existing conditions and the information illustrated on drawings if it's not notified prior to the proposal delivery.

1.2 PROJECT DESCRIPTION

The work consists on the repair of an existing gate, and the fabrication and installation of a new hinged gate at Toro Creek. The existing gate must become fixed to an adjacent structure after repair, and the new gate must be capable to rotate (with hinges) for debris control.

1.2.1 Circumstances: Accesses to Fort Buchanan should always be secured from trespassers; therefore, the Contractor shall implement security measures that avoids the entry of unauthorized individuals.

1.2.2 Existing Conditions: During construction, water and wildlife are likely to be present at the project site. The use of a temporary enclosure (such as flood barriers, cofferdam of sandbags, tube sandbags, etc.) to deviate the flow of water must be considered.

1.3 ACTIVITIES TO BE REALIZED

The work on this project includes, but is not limited to, the following activities and incidental related work:

1.3.1 Demolition work

1.3.1.1 Remove and dispose a section of the existing concrete slab (assume a 6” thick concrete slab) as indicated on drawings.

1.3.1.2 Remove and store two existing hot-dipped galvanized steel gates as indicated on drawings (this activity shall be realized only when area has been left secured to prevent the entry of unauthorized individuals to Fort Buchanan).

1.3.2 New work

1.3.2.1 Furnish and install temporary protective (orange) fence to indicate the limits of the construction area. Every 2 weeks, cut the grass and clean construction area within the limits outlined by the temporary fence.

SCOPE OF WORK TORO CREEK

USAG FORT BUCHANAN, PR GATE REPAIR

1.3.2.2 Gather field data to prepare shop drawings of the new steel gates. Shop drawings shall be delivered to the Government.

1.3.2.3 Furnish and install a prefabricated concrete base as indicated on drawings.

1.3.2.4 Build a reinforced concrete slab embedded with the prefabricated concrete base as indicated on drawings.

1.3.2.5 Build a reinforced concrete wall embedded with the concrete slab as indicated on drawings.

1.3.2.6 Build two reinforced concrete footings, each one embedded to a reinforced concrete wall in accordance with location and dimensions indicated on drawings.

1.3.2.7 Furnish and install new hot-dipped galvanized rectangular tubes connecting all new concrete elements as indicated on drawings.

1.3.2.8 Furnish and install new continuous hot-dipped galvanized angles as indicated on drawings.

1.3.2.9 Furnish and install new hot-dipped galvanized square tubes as indicated on drawings.

1.3.2.10 Furnish and install new steel grating (serrated) as indicated on drawings.

1.3.2.11 Furnish and install new hot-dipped galvanized rectangular tubes as indicated on drawings.

1.3.2.12 Furnish and install new hot-dipped galvanized square tubes as indicated on drawings.

1.3.2.13 Furnish and install new hot-dipped galvanized expanded metal as indicated on drawings.

1.3.2.14 Furnish and install new heavy-duty stainless-steel hinges as indicated on drawings.

1.3.2.15 Furnish and install stainless-steel pipe as indicated on drawings.

1.3.2.16 Furnish and install stainless-steel hinges as indicated on drawings.

1.3.2.17 Furnish and install new hot-dipped galvanized flat bar weldments as indicated on drawings.

1.3.2.18 Furnish and install new continuous hot-dipped galvanized angles as indicated on drawings.

1.3.2.19 Repair (straighten out), re-install, and fix to the concrete the two hot dip galvanized gates that were removed and stored as indicted on drawings. Apply polyurethane coating equal or similar to ARMOUR SHIELD GRAY OXIDE, before installation.

1.3.2.20 Request to schedule a date to test the two new gates for adequate operation, in coordination with DPW - O&M Grounds Maintenance Shop.

1.3.2.21 Provide an As-built drawing (in 2017 CAD format) to the Government (no CAD drawings will be provided to the Contractor).

1.3.3 Location: The project site is located at the north intersection of Toro Creek and Perimeter Rd (between marking points 16 and 17), in Fort Buchanan, PR, as shown on drawings.

1.4 CONTRACT DRAWINGS

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

Drawing No. 1 through 9

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USAG FORT BUCHANAN, PR GATE REPAIR

Sheets T101, D101, A101, A102, A103, A104, A105, A106 and A109

One digital 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.

1.5 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.

1.6 OCCUPANCY OF PREMISES

Construction area will not be occupied, but interaction between tenant and Contractor during performance of work under this Contract may happen. The user drive official vehicles through Perimeter Rd on a daily basis as part of their duties.

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

1.7 EXISTING WORK

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

a. 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.

1.8 ON-SITE PERMITS

1.8.1 Excavation Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Excavation Permits NLT 10 calendar days from NTP To be provided by the Government

1.9 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.

PART 2 PRODUCTS: NOT USED.

PART 3 EXECUTION: NOT USED.

-- End of Section –

SCOPE OF WORK TORO CREEK

USAG FORT BUCHANAN, PR GATE REPAIR

SECTION 01 14 00

WORK RESTRICTIONS

11/11

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. Perimeter Road will remain transitable during the entire construction period. Contractor must conduct operations so as to cause the least possible interference with 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 becomes 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 within the construction area and its premises is prohibited. Anyone who is found littering cigarette ends inside the creek could be subject to fines, penalties and/or legal action. It is also prohibited to smoke 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.

1.3.1.3 Marihuana: Possessing or consuming any cannabis product is prohibit at Fort Buchanan premises. Violations to this law shall be process IAW federal law.

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USAG FORT BUCHANAN, PR GATE REPAIR

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 operations. Existing property damaged shall be promptly restored, repaired or replaced to its original condition by the Contractor at his 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 Occupied Building: Not applicable.

1.3.4 Access Roads: The Contractor shall at all times refrain from the use of any roads, grounds, or other facilities which 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.

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 10 calendar days after contract award. This pass

SCOPE OF WORK TORO CREEK

USAG FORT BUCHANAN, PR GATE REPAIR

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 ten (10) 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 ten (10) 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) If needed, a contractor’s office is authorized in the facilities/project sites under this contract.

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.

PART 2 PRODUCTS: NOT USED

PART 3 EXECUTION: NOT USED

-- End of Section --

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20

SCOPE OF WORK TORO CREEK

USAG FORT BUCHANAN, PR GATE REPAIR

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

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

Schedule of Prices

1.3 SCHEDULE OF PRICES

1.3.1 Data Required: Within ten (10) calendar days of contract 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:

Contractor is required for provide a cost breakdown with the proposal. This proposal may become the base for the schedule of values upon award. The Contractor must furnish within 10 calendar days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate. A breakdown compile a group of single job 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.

SCOPE OF WORK TORO CREEK

USAG FORT BUCHANAN, PR GATE REPAIR

a. Progress estimate package. Shall include the Payment estimate form, Certification of Payment to Subcontractors, and Contract progress Report document.

b. Updated Construction Progress Schedule and tabular reports required by the contract with the percentage completed to match payment request.

c. Schedule of Values already approved by the Government.

d. For final payment, a release of claims is required.

e. 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 contract.

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

SCOPE OF WORK TORO CREEK

USAG FORT BUCHANAN, PR GATE REPAIR

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.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

The publications listed below form a part of this specification to the extent referenced. The publications are referred

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

1.2 SUBMITTALS

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

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.

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USAG FORT BUCHANAN, PR GATE REPAIR

1.4 SUPERVISION

1.4.1 Superintendent Qualifications: Provide project superintendent with a minimum of 10 years of 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 at any time 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 NOT USED

1.7 MOBILIZATION

Contractor shall mobilize to the jobsite within 10 calendar days after issuance of Notice to Proceed. Mobilize is defined as having equipment and physical presence of at least one person from the contractor's team on the jobsite.

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USAG FORT BUCHANAN, PR GATE REPAIR

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

1.1 SUBMITTALS

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

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 contract.

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 PDF format.

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;

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USAG FORT BUCHANAN, PR GATE REPAIR

(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 hard copy of the 2-Week Look Ahead Schedule to the Contracting Officer and the COR at every weekly (or bi-weekly) meeting.

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.

Daily reports shall be submitted in a weekly basis. Contractor shall coordinate with the assigned COR for the specific day of submission.

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.

PART 2 PRODUCTS: NOT USED.

PART 3 EXECUTION: NOT USED.

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

1.1 SUMMARY

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USAG FORT BUCHANAN, PR GATE REPAIR

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. Government shall have 14 calendar days to process a submittal. If groups of submittals are submitted at once, then the date may be extended proportional to the amount of submittals received by the Government. I may take up to 30 days up to 45 days.

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:

SD-01 Preconstruction Submittals

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.

Submittals required 10 calendar days after contract award in order to issue the Notice to Proceed:

Certificates of Insurance

Surety Bonds

Accident Prevention Plan

Environmental Protection Plan

Submittals required after 10 calendar days of issuance Notice to Proceed.

List of Proposed Subcontractors

List of Proposed Products

Construction Progress Schedule

Work Plan

Submittal Register

Schedule of Prices

Quality Control (QC) plan

SD-02

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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 the job site, on portion of work during or after installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

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

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

SD-08 Manufacturer's Instructions: Preprinted material describing installation of a product, system, or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

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1.2.2 Approving Authority: Office or designated person authorized to approve the submittal.

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

1.3 SUBMITTALS

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

Submittal Register

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved: Government approval is required for any variations from the Solicitation or the Accepted Proposal and for other items as designated by the Government.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.5 PREPARATION

1.5.1 Transmittal Form: Not used.

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

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

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

1.5.2.2 Format of SD-03 Product Data

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

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

1.5.2.2.1 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or 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.

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1.5.2.2.2 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of the construction effort.

1.5.2.3 Format of SD-06 Test Reports

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.5.2.4 Format of SD-11 Closeout Submittals

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

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

1.5.3 Source Drawings for Shop Drawings

1.5.3.1 Source Drawings

The entire set of source drawing files (DWG) will not be provided to the Contractor. Request the specific Drawing Number for the preparation of shop drawings. Only those drawings requested to prepare shop drawings will be provided. These drawings are provided only after award.

1.5.3.2 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse is at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim, and waives to the fullest extent permitted by law any claim or cause of action of any nature against the Government, its agents, or its subconsultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities, or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic source drawing files are not construction documents. Differences may exist between the source drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic source drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. The Contractor is responsible for determining if any conflict exists. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished source drawing files, the signed and sealed construction documents govern. Use of these source drawing files does not relieve the Contractor of the duty to fully comply with the contract documents, including and without limitation the need to check, confirm and coordinate the work of all contractors for the project. If the Contractor uses, duplicates or modifies these electronic source drawing files for use in producing construction data related to this contract, remove all previous indication of ownership (seals, logos, signatures, initials and dates).

1.5.4 Electronic File Format

Provide submittals in PDF format, with the exception of material samples required for SD-04 Samples items.

Compile the submittal file as a single, complete document. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise

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specified or directed by the Contracting Officer. When required, the electronic file must include a valid electronic signature or a scan of a signature.

E-mail electronic submittal documents smaller than 10MB to an e-mail address as directed by the Contracting Officer. Provide electronic documents over 10 MB through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website: https://safe.amrdec.army.mil/safe/.

1.6 INFORMATION ONLY SUBMITTALS

Approval of the Contracting Officer is not required on information only submittals. The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer 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.

1.7 PROJECT SUBMITTAL REGISTER

Prepare and maintain a submittal register, as the work progresses. Do not change data that is output in columns (c), (d), (e), and (f) as delivered by Government; retain data that is output in columns (a), (g), (h), and (i) as approved. As an attachment, provide a submittal register showing items of equipment and materials for which submittals are required by the specifications. This list may not be all-inclusive and additional submittals may be required.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD Number. and type, e.g., SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in each specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting the project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns and all dates on which submittals are received by and returned by the Government.

1.7.1 Preconstruction Use of Submittal Register

Submit the submittal register. Include the QC plan and the project schedule. Verify that all submittals required for the project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

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

Column (h) Contractor Approval Date: Date that Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.7.2 Contractor Use of Submittal Register

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Update the following fields in the Government-furnished submittal register program or equivalent fields in the program used by the Contractor with each submittal throughout the contract.

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) Date submittal transmitted.

Column (q) Date approval was received.

1.7.3 Approving Authority Use of Submittal Register

Update the following fields:

Column (b) Transmittal Number: List of consecutive,…