Replace_Security_Lighting_Specs_Final_April_2019.pdf

SPECIFICATIONS

Purchase Order

Solicitation No. W9128F19Q0080

Replace Security Lighting

Big Bend Dam, SD

April 2019

US Army Corps of Engineers Omaha District

This page was intentionally left blank for duplex printing.

Replace Security Lighting

Big Bend Dam, South Dakota

PROJECT TABLE OF CONTENTS

DIVISION 00 - GENERAL REQUIREMENTS

00 10 00-3 BIDDING SCHEDULE

00 73 00 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 33 00 SUBMITTAL REQUIREMENTS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 56 00 EXTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 33 - UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

Replace Security Lighting, Big Bend, SD BB88

DOCUMENT 00 73 00 Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 01

SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT REQUIREMENTS)FOR PURCHASE ORDERS

2/19

PART 1 GENERAL

1.1 SCOPE

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.

1.3 CONTRACT DRAWING AND SPECIFICATIONS

1.4 SUBMITTALS

1.5 CONTRACTOR QUALITY CONTROL (CQC).

1.5.1 Responsibility of the Contractor

1.6 GUARANTEE

1.7 ACCIDENT PREVENTION

1.8 PROTECTION OF EXISTING FACILITIES AND WORKS

1.9 CONTRACT DRAWINGS AND SPECIFICATIONS

1.9.1 NOTIFICATION OF DISCREPANCIES

1.9.2 OMISSIONS

1.10 PAYMENT

1.10.1 PROMPT PAYMENT ACT

1.10.2 PAYMENTS FOR MODIFICATIONS

1.11 AVAILABILITY OF UTILITY SERVICES

1.12 PROFIT

1.13 AS-BUILT DRAWINGS

1.14 PORTABLE TOILETS

1.15 FEDERAL HOLIDAYS AND WORKING HOURS

PART 2 NOT USED

PART 3 NOT USED

-- End of Section Table of Contents --

DOCUMENT 00 73 00 Page 2

SECTION 00 73 01

SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT REQUIREMENTS)FOR PURCHASE ORDERS

2/19

1.1 SCOPE

This project includes the supply and installation of new and replacement of existing exterior luminaires within the maintenance compound. Luminaires will be mounted to existing buildings and new and existing light poles.

This project also includes the addition of new light poles and the relocation of poles to include new foundations. New conduit and wiring between poles and handholes will be installed to connect into new and existing pole foundations.

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.

The Contractor shall commence work under this contract within ten (10) calendar days after the date of receipt by him of Notice to Proceed, prosecute said work diligently, and complete the entire work ready for use not later than 180 calendar days after receipt of Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

(FAR 52.211-10)

1.3 CONTRACT DRAWING AND SPECIFICATIONS

The Contractor shall be responsible for making his own copies of specifications, drawings and any amendments, as needed for the duration of the project, from the electronic files provided.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Security Personnel List; G-PO

Security Personnel list as described in Access and General

Protection/Security Policy and Procedures paragraph 1.16, subparagraph 2.1.

See Section: 01 33 00 SUBMITTAL PROCEDURES

1.5 CONTRACTOR QUALITY CONTROL (CQC).

1.5.1 Responsibility of the Contractor

Except for isolated tests or other items of work specified to be performed by the Government, the quality of all work shall be the responsibility of

DOCUMENT 00 73 00 Page 3 the Contractor. Sufficient inspections and tests of all items of work, including that of subcontractors, to ensure conformance to applicable specifications and drawings with respect to the quality of materials, workmanship, construction, finish, functional performance, and identification shall be performed on a continuing basis.

1.6 GUARANTEE

The equipment and supplies to be furnished under this contract shall be guaranteed for a period of one (1) year from the date of acceptance thereof, either for beneficial use or final acceptance, whichever is earlier, against defective materials, design, and workmanship. Upon receipt of notice from the Government of failure of any of the guaranteed equipment during the guarantee period, new replacement parts shall be furnished and installed promptly by the Contractor at no additional cost to the Government. The Contractor shall also obtain and deliver to the

Contracting Officer any warranties of equipment or supplies which the subcontractors, manufacturers, or suppliers would give normal commercial practice.

1.7 ACCIDENT PREVENTION

In accordance with EM 385-1-1, Safety and Health Requirements Manual, the

Contractor shall provide for protecting of the lives and health of employees and other persons; preventing of damage to property; and avoiding work interruptions.

1.8 PROTECTION OF EXISTING FACILITIES AND WORKS

The Contractor shall be responsible for the protection of work area from damage and upon completion of the work shall leave existing works in a condition equal to that which existed when the work started.

1.9 CONTRACT DRAWINGS AND SPECIFICATIONS

1.9.1 NOTIFICATION OF DISCREPANCIES

The Contractor shall check all drawings furnished him immediately upon their receipt and shall promptly notify the Contracting Officer of any discrepancies. Dimensions marked on drawings shall be followed in lieu of scale measurements. Enlarged plans and details shall govern where the same work is shown at smaller scales. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

1.9.2 OMISSIONS

Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications.

1.10 PAYMENT

1.10.1 PROMPT PAYMENT ACT

Pay requests authorized in CONTRACT CLAUSES clause: "Payments Under Fixed

DOCUMENT 00 73 00 Page 4

Price Construction Contracts", will be paid pursuant to the clause, "Prompt

Payment for Construction Contracts". Pay requests will be submitted on ENG

Form 93 and 93a, "Payment Estimate Contract Performance" and

"Continuation". All information and substantiation required by the identified contract clauses will be submitted with the ENG Form 93, and the required certification will be included on the last page of the ENG Form

93a, signed by an authorized contractor official and dated when signed.

The designated billing office is the Office of the Project Office.

1.10.2 PAYMENTS FOR MODIFICATIONS

Payments may be made for cost bearing change orders within the scope of the contract only to the extent funds are authorized in the order on a two part modification. Contractor pricing proposed must be submitted at the earliest possible time after the change order is issued, or at a specific time as directed by the Contracting Officer. At the discretion of the

Contracting Officer, any and all payments may be withheld on the modification until the Contractor has submitted a qualifying price proposal, in as much detail as required by the Contracting Officer, and the final price has been agreed.

1.11 AVAILABILITY OF UTILITY SERVICES

All reasonably required amounts of domestic water and electricity (110v) will be made available to the Contractor by the Government from existing system outlets and supplies.

1.12 PROFIT

a. Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract. The profit factors shall be as follows:

Factor Rate Weight Value

Degree of Risk 20 See Item

Relative difficulty of work 15 b. below

Size of Job 15

Period of performance 15

Contractor's investment 5

Assistance by Government 5

Subcontracting 25

b. Based on the circumstances of each procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

(1) Degree of Risk. Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after

DOCUMENT 00 73 00 Page 5 performance of work.

(2) Relative Difficulty of Work. If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

(3) Size of Job. All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

(4) Periods of Performance. Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

(5) Contractor's Investment. To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

(6) Assistance by Government. To be weighted from .12 to .03 on the basis of average to above average. Things to consider: use of

Government-owned property, equipment and facilities, and expediting assistance.

(7) Subcontracting. To be weighted inversely proportional to the amount of subcontracting. Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the

Contractor's own forces.

1.13 AS-BUILT DRAWINGS

The Contractor shall provide a marked-up half size drawing to show actual work performed to include necessary sketches, modification drawings, shop drawings and notes. Red ink is to be used for additions and deviations from the contract. Green ink is to be used to indicate work deleted from the contract. The drawings shall be maintained by the contractor as the work progresses and available for review by the government representatives. The as-built drawings shall be submitted for approval at the completion of the project. The completed set shall be available at time of final inspection.

1.14 PORTABLE TOILETS

Toilet facilities will not be available for Contractor's use. The

Contractor shall provide and maintain portable toilets for use by the

Contractor's staff . Toilet(s) shall be placed at the location directed by the Contracting Officer. To prevent overturning by high winds, all portable toilets shall be anchored down.

1.15 FEDERAL HOLIDAYS AND WORKING HOURS

Work hours: The Contractor can work Monday through Friday 0630 to 1700.

Working outside these work hours will need written permission from the COR.

The Contractor will not be allowed to work on Federal holidays.

DOCUMENT 00 73 00 Page 6

The following Federal legal holidays are observed by this installation:

New Year's Day 1 January

Martin Luther King's Birthday Third Monday in January

President's Day Third Monday in February

Memorial Day Last Monday in May

Independence Day 4 July

Labor Day First Monday in September

Columbus Day Second Monday in October

Veterans Day 11 November

Thanksgiving Day Fourth Thursday in November

Christmas Day 25 December

If a wage determination applies the number of holidays specified on it, it has priority over this requirement.

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, OMH 02/2019

13.1 SUMMARY

13.1.1 Submittal Information

13.2 SUBMITTALS

13.2.1 Action Codes

13.2.1.1 Contractor Action Codes

13.2.1.2 Government Reviewer Designations

13.3 SUBMITTAL CLASSIFICATION

13.3.1 Government Approved (G)

13.3.2 For Information Only

13.4 PREPARATION

13.4.1 Transmittal Form

13.4.2 Source Drawings for Shop Drawings

13.4.2.1 Source Drawings

13.4.2.2 Terms and Conditions

13.4.3 Electronic File Format

13.5 QUANTITY OF SUBMITTALS

13.5.1 Number of SD-04 Samples

13.6 INFORMATION ONLY SUBMITTALS

13.7 PROJECT SUBMITTAL REGISTER

13.7.1 Submittal Management

13.7.2 Preconstruction Use of Submittal Register

13.7.3 Contractor Use of Submittal Register

13.7.4 Approving Authority Use of Submittal Register

13.7.5 Action Codes

13.7.6 Delivery of Copies

13.8 VARIATIONS

13.8.1 Considering Variations

13.8.2 Proposing Variations

13.8.3 Warranting that Variations are Compatible

13.8.4 Review Schedule Extension

13.9 SCHEDULING

13.10 GOVERNMENT APPROVING AUTHORITY

13.11 DISAPPROVED SUBMITTALS

13.12 APPROVED SUBMITTALS

13.13 APPROVED SAMPLES

13.14 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

SECTION 01 33 00 Page 2

ENG Form 4025-R

Project Submittal Register

SECTION 01 33 00 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, OMH 02/2019

1.1 SUMMARY

1.1.1 Submittal Information

The Contractor is responsible for total management of their work including, but not limited to, approval, scheduling, control, certification of all submittals and compliance with all applicable Buy-American and Trade

Agreement clauses. The submittal management system provided in these specifications is intended to be a complete system for the Contractor to use to control the quality of materials, equipment and workmanship provided by manufacturers, fabricators, suppliers and subcontractors. Review each submittal for contract compliance. Compliance with all applicable Buy

American and Trade Agreement Clauses is to be included in this review. The

Contractor must provide the country of origin on ENG Form 4025 for each item submitted. The Submittal Register (ENG Form 4288) will be utilized to log and monitor all submittal activities.

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.

1.2 SUBMITTALS

submittals not having any designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

Submittal Register; G-PO

SECTION 01 33 00 Page 4

1.2.1 Action Codes

1.2.1.1 Contractor Action Codes

DESIGN BID BUILD SUBMITTALS

Submittal

Classifications shown in UFGS Sections

Submittal

Classification

Corresponding

SpecsIntact

Submittal Register

Code which is populated in the

SI Submittal

Register.

Software

Limitations: (The software shows one character delineation in the

SpecsIntact

Submittal Register)

RMS – The following

Submittal

Classifications are populated in

RMS when the

SpecsIntact

Submittal Data

File is pulled into RMS)

G Submittal requires

Government

Approval

G GA

BLANK Submittal is For

Information Only

(FIO)

BLANK FIO

1.2.1.2 Government Reviewer Designations

Following the Submittal Classification designation "G", the following reviewer designations may be included:

RO - Resident Office

AO - Area Office

DO - District Office

Additional information will be provided at the pre-design and/or pre-construction conference.

Corps of Engineers, Omaha District Office for "DO" reviewer designations, submittals will be coordinated through:

Russell Matthews

U.S. Army Corps of Engineers

Omaha District

Attn: CENWO-CDS-T

1616 Capitol Ave

Omaha, NE 68102-4901

E-mail: CENWO.ConstructionSubmittal@usace.army.mil mailto:CENWO.ConstructionSubmittal@usace.army.mil

SECTION 01 33 00 Page 5

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and 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."

1.3.2 For Information Only

Submittals not requiring Government approval will be for information only. Within the terms of the Contract Clause SPECIFICATIONS AND

DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.4 PREPARATION

1.4.1 Transmittal Form

Use the ENG Form 4025-R transmittal form for submitting both

Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. If there are multiple Item numbers listed on a particular ENG Form 4025-R submittal, combine all submitted items for review into a single Adobe file with bookmarks (for ease of review). Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.4.2 Source Drawings for Shop Drawings

1.4.2.1 Source Drawings

The entire set of source drawing files (DWG or DGN) 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.

1.4.2.2 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

SECTION 01 33 00 Page 6 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).

1.4.3 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. 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 specified or directed by the Contracting Officer. All documents must make use of optical character recognition (OCR) routines to make text searchable and selectable, so that the text can be copied. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature.

E-mail electronic submittal documents smaller than 10MB to an e-mail address as directed by the Contracting Officer, unless directed otherwise by COR. Provide electronic documents over 10 MB on an optical disc or through an electronic file sharing system, such as secure ftp site or

Government web application located at the following website:

https://safe.arl.army.mil/. Use of the Government web application must be initiated by the Government, unless Contractor has a Government CAC card.

The Government may allow the AMRDEC SAFE Web Application located at the following website: https://safe.amrdec.army.mil/safe/. Both Government web applications restrict the number of days files are available to download.

1.5 QUANTITY OF SUBMITTALS

Submittals are to be transmitted electronically, unless directed otherwise.

1.5.1 Number of SD-04 Samples

a. Submit two samples, or two sets of samples showing the range of variation, of each required item. One approved sample or set of samples will be retained by the approving authority and one will be returned to the Contractor.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in the technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of nonsolid materials.

SECTION 01 33 00 Page 7

1.6 INFORMATION ONLY SUBMITTALS

Submittals without an action code must be certified by the QC manager and submitted to the Contracting Officer for information-only. 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

A sample Project Submittal Register showing submittals required by the specifications is attached to this section as "Project Submittal Register."

1.7.1 Submittal Management

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.

1.7.2 Preconstruction Use of Submittal Register

Submit the submittal register as an electronic database, using the submittal management program furnished to Contractor, unless directed otherwise by COR. Include the QC plan and the project schedule. Verify that all submittals required for the project are listed and add missing

SECTION 01 33 00 Page 8 submittals. Coordinate and complete the following fields on the register database 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.

1.7.3 Contractor Use of Submittal Register

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.

1.7.4 Approving Authority Use of Submittal Register

Update the following fields:

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

Column (l) Date submittal was received.

Column (m) through (p) Dates of review actions.

Column (q) Date of return to Contractor.

1.7.5 Action Codes

See paragraph Action Codes above.

1.7.6 Delivery of Copies

Submit an updated electronic copy of the submittal register to the

Contracting Officer with each invoice request, unless a paper copy is requested by the Contracting Officer. Provide an updated Submittal

Register monthly regardless of whether an invoice is submitted.

1.8 VARIATIONS

Variations from contract requirements require Contracting Officer approval pursuant to contract Clause FAR 52.236-21 Specifications and Drawings for

SECTION 01 33 00 Page 9

Construction, and will be considered where advantageous to the Government.

1.8.1 Considering Variations

Discussion of variations with the Contracting Officer before submission will help ensure that functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation that results in lower cost, consider submission of the variation as a Value

Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out variations may cause the Government to require rejection and removal of such work at no additional cost to the

Government.

1.8.2 Proposing Variations

When proposing variations, deliver a written request to the Contracting

Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. Include the

DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals that include variations proposed by the Contractor. Set forth in writing the reason for any variations and note such variations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted variations.

1.8.3 Warranting that Variations are Compatible

When delivering a variation for approval, the Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.8.4 Review Schedule Extension

In addition to the normal submittal review period, a period of 14 calendar days will be allowed for the Government to consider submittals with variations.

1.9 SCHEDULING

Schedule and submit concurrently product data and shop drawings covering component items forming a system or items that are interrelated. Submit pertinent certifications at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

Contracting Officer review will be completed within 20 calendar days after the date of submission.

The Government review period for each construction submittal does not begin until the submittal is delivered via RMS CM. Contract compliance for all submittals are the Contractor's responsibility. Government acceptance or receipt acknowledged does not remove this responsibility for contract compliance on any construction submittal.

SECTION 01 33 00 Page 10

1.10 GOVERNMENT APPROVING AUTHORITY

Upon completion of review of submittals requiring Government approval, stamp and date submittals. An electronic copy of the submittal will be retained by the Contracting Officer and an electronic copy of the submittal will be returned to the Contractor. The Government may process submittals in the RMS CM System.

1.11 DISAPPROVED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Contracting Officer as required under the FAR clause titled

CHANGES. The Contractor is responsible for the dimensions and design of connection details and the construction of work. Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and resubmit in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.12 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing, and other information are satisfactory.

Approval or acceptance by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained with in each submittal accurately conforms with the requirements of the contract documents.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.13 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, provide assurance that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those that may be damaged in testing, will be returned to the Contractor, at its expense, upon completion of the contract. Unapproved samples will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of

SECTION 01 33 00 Page 11 the same brand or make as that material. The Government reserves the right to disapprove any material or equipment that has previously proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Replace such materials or equipment to meet contract requirements.

1.14 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

Not Used

Not Used

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 3 PAGES

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION

Replace Security Lighting, Big Bend, SD

CONTRACTOR

A C T I V I T Y

N O

R A N S M I T T

L

S P E

DESCRIPTION

ITEM SUBMITTED

R A G # R A

H

G

V

C T L A O S R S I A F / I E C A R T E I V O W N R

CONTRACTOR:

SCHEDULE DATES

ACTION

APPROVING AUTHORITY

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH

REMARKS

SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

T I

D

DATE

OF

DATE FWD

TO APPR

AUTH/

FROM

CONTR

TO OTHER

REVIEWER

FROM OTH

T I

ACTION

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

00 73 00 SD-01 Preconstruction Submittals

Security Personnel List 1.16 G PO

01 33 00 SD-01 Preconstruction Submittals

Submittal Register 1.7 G PO

01 57 20.00 10 SD-01 Preconstruction Submittals

Environmental Protection Plan 1.7 G OA

26 20 00 SD-06 Test Reports

600-volt wiring test 3.4.2 G DO

26 56 00 SD-01 Preconstruction Submittals

Photometric Plan G DO

LED Luminaire Warranty 1.7.1 G PO

SD-02 Shop Drawings

Luminaire Drawings 1.5.1.1 G DO

Poles 1.5.1.2 G PO

SD-03 Product Data

LED, Luminaires 2.2 G DO

Luminaire Light Sources 2.2.2 G DO

Luminaire Power Supply Units 2.2.3 G DO

(Drivers)

Steel Poles 2.4.1 G PO

SD-04 Samples

LED, Luminaires 2.2 G PO

SD-05 Design Data

Design Data for Luminaires 1.5.2 G DO

SD-06 Test Reports

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 3 PAGES

TITLE AND LOCATION

T I V I

A N S M I T T

R A G # R A

V

C T L A O S R S I A F / I E C A R T E I V O W N R

CONTRACTOR:

SCHEDULE DATES

T I

T I

ACTION

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

26 56 00 LED Luminaire - IES LM-79 Test 1.5.3 G DO

Report

LED Light Source - IES LM-80 1.5.4 G DO

Test Report

Operating Test 3.2

SD-07 Certificates

Luminaire Useful Life Certificate 1.7.1 G PO

SD-08 Manufacturer’s Instructions

Concrete Poles

Fiberglass Poles

SD-10 Operation and Maintenance

Data

Electronic Ballast Warranty

Operational Service 1.8

31 23 00.00 20 SD-06 Test Reports

Borrow Site Testing G

Fill and backfill

Select material

Porous fill

Density tests

33 71 02 SD-03 Product Data

Precast concrete structures G

Sealing Material

Pulling-In Irons

Handhole frames and covers G PO handholes G PO

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 3 PAGES

TITLE AND LOCATION

T I V I

A N S M I T T

R A G # R A

V

C T L A O S R S I A F / I E C A R T E I V O W N R

CONTRACTOR:

SCHEDULE DATES

T I

T I

ACTION

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

33 71 02 SD-06 Test Reports

Field Acceptance Checks and 3.12.1 G PO

Tests

Cable Installation Plan and 3.3 G PO

Procedure

SD-07 Certificates

Cable Installer Qualifications 1.4.1 G PO

U.S. Army Corps of Engineers (USACE)

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

For use of this form, see ER 415-1-10; the proponent agency is CECW-CE.

DATE TRANSMITTAL NO.

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)

TO: FROM: CONTRACT NO. CHECK ONE:

THIS IS A NEW TRANSMITTAL

THIS IS A RESUBMITTAL OF

TRANSMITTAL

SPECIFICATION SEC. NO. (Cover only one section with each transmittal) PROJECT TITLE AND LOCATION THIS TRANSMITTAL IS FOR: (Check one)

FIO GA DA CR

DA/CR

DA/GA

ITEM

NO.

(See

Note 3)

DESCRIPTION OF SUBMITTAL ITEM

(Type size, model number/etc.)

SUBMITTAL

TYPE CODE

(See Note 8)

NO.

COPIES

CONTRACT DOCUMENT

REFERENCE

REVIEW

CODE

VARIATION

Enter "Y" if requesting a variation

(See Note 6)

USACE

ACTION

CODE

(Note 9)

SPEC.

PARA. NO.

DRAWING

SHEET NO.

a. b. c. d. e. f. g. h. i.

REMARKS I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

NAME OF CONTRACTOR

SIGNATURE OF CONTRACTOR

SECTION II - APPROVAL ACTION

ENCLOSURES RETURNED (List by item No.) NAME AND TITLE OF APPROVING AUTHORITY SIGNATURE OF APPROVING AUTHORITY DATE

ENG FORM 4025, MAY 2017 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 2

INSTRUCTIONS

1. Section I will be initiated by the Contractor in the required number of copies.

2. Each Transmittal shall be numbered consecutively. The Transmittal Number typically includes two parts separated by a dash (-). The first part is the specification section number. The second part is a sequential number for the submittals under that spec section. If the Transmittal is a resubmittal, then add a decimal point to the end of the original Transmittal Number and begin numbering the resubmittal packages sequentially after the decimal.

3. The "Item No." for each entry on this form will be the same "Item No." as indicated on ENG FORM 4288-R.

4. Submittals requiring expeditious handling will be submitted on a separate ENG Form 4025-R.

5. Items transmitted on each transmittal form will be from the same specification section. Do not combine submittal information from different specif ication sections in a single transmittal.

6. If the data submitted are intentionally in variance with the contract requirements, indicate a variation in column h, and enter a statement in the Remarks block describing he detailed reason for the variation.

7. ENG Form 4025-R is self-transmitting - a letter of transmittal is not required.

8. When submittal items are transmitted, indicate the "Submittal Type" (SD-01 through SD-11) in column c of Section I.

Submittal types are the following:

SD-01 - Preconstruction SD-02 - Shop Drawings SD-03 - Product Data SD-04 - Samples SD-05 - Design Data SD-06 - Test Reports

SD-07 - Certificates SD-08 - Manufacturer's Instructions SD-09 - Manufacturer's Field Reports SD-10 - O&M Data SD-11 - Closeout

9. For each submittal item, the Contractor will assign Submittal Action Codes in column g of Section I. The U.S. Army Corps of Engineers approving authority will assign Submittal

Action Codes in column i of Section I. The Submittal Action Codes are:

A -- Approved as submitted.

B -- Approved, except as noted on drawings. Resubmission not required.

C -- Approved, except as noted on drawings. Refer to attached comments.

Resubmission required.

D -- Will be returned by separate correspondence.

E -- Disapproved. Refer to attached comments.

F -- Receipt acknowledged.

X -- Receipt acknowledged, does not comply with contract requirements, as noted.

G -- Other action required (Specify)

K -- Government concurs with intermediate design. (For D-B contracts)

R -- Design submittal is acceptable for release for construction. (For D-B contracts)

10. Approval of items does not relieve the contractor from complying with all the requirements of the contract.

ENG FORM 4025, MAY 2017 Page 2 of 2

SECTION 01 57 20.00 10 Page 1

SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

03/19

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

1.2.2 Environmental Protection

1.2.3 Contractor Generated Hazardous Waste

1.2.4 Land Application for Discharge Water

1.2.5 Pests

1.2.6 Surface Discharge

1.2.7 Waters of the United States

1.2.8 Wetlands

1.3 GENERAL REQUIREMENTS

1.4 SUBCONTRACTORS

1.5 PAYMENT

1.6 SUBMITTALS

1.7 ENVIRONMENTAL PROTECTION PLAN

1.7.1 Compliance

1.7.2 Contents

1.7.3 Appendix

1.8 PROTECTION FEATURES

1.9 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

1.10 NOTIFICATION

3.1 LAND RESOURCES

3.1.1 Work Area Limits

3.1.2 Landscape

3.1.3 Erosion and Sediment Controls

3.1.4 Contractor Facilities and Work Areas

3.2 WATER RESOURCES

3.2.1 Wetlands

3.3 AIR RESOURCES

3.3.1 Particulates

3.3.2 Odors

3.3.3 Sound Intrusions

3.3.4 Burning

3.4 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL

3.4.1 Solid Wastes

3.4.2 Chemicals and Chemical Wastes

3.4.3 Contractor Generated Hazardous Wastes/Excess Hazardous Materials

3.4.4 Fuel and Lubricants

SECTION 01 57 20.00 10 Page 2

3.4.5 Waste Water

3.5 RECYCLING AND WASTE MINIMIZATION

3.6 NON-HAZARDOUS SOLID WASTE DIVERSION REPORT

3.7 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES

3.8 BIOLOGICAL RESOURCES

3.8.1 Endangered/Threatened Species

3.8.1 Interior Least Terns and/or Piping Plovers

3.8.2 Bald Eagles

3.8.3 Migratory Birds

3.9 PREVIOUSLY USED EQUIPMENT

3.10 MAINTENANCE OF POLLUTION FACILITIES

3.11 TRAINING OF CONTRACTOR PERSONNEL

3.12 POST CONSTRUCTION CLEANUP

SECTION 01 57 20.00 10 Page 3

SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

03/19

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)

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

Manual

WETLANDS DELINEATION MANUAL Corps of Engineers Wetlands Delineation

Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

33 CFR 328 Definitions of Waters of the United States

40 CFR 261 Identification and Listing of Hazardous

Waste

40 CFR 262 Standards Applicable to Generators of

Hazardous Waste

40 CFR 279 Standards for the Management of Used Oil

40 CFR 302 Designation, Reportable Quantities, and

Notification

40 CFR 355 Emergency Planning and Notification

40 CFR 68 Chemical Accident Prevention Provisions

49 CFR 171 - 178 Hazardous Materials Regulations

1.2.1 Environmental Pollution and Damage

Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life;

affect other species of importance to humankind; or degrade the environment aesthetically, culturally and/or historically.

1.2.2 Environmental Protection

Environmental protection is the prevention/control of pollution and habitat

SECTION 01 57 20.00 10 Page 4 disruption that may occur to the environment during construction. The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants.

1.2.3 Contractor Generated Hazardous Waste

Contractor generated hazardous waste means materials that, if abandoned or disposed of, may meet the definition of a hazardous waste. These waste streams would typically consist of material brought on site by the

Contractor to execute work, but are not fully consumed during the course of construction. Examples include, but are not limited to, excess paint thinners (i.e. methyl ethyl ketone, toluene etc.), waste thinners,excess paints, excess solvents, waste solvents, and excess pesticides, and contaminated pesticide equipment rinse water.

1.2.4 Land Application for Discharge Water

The term "Land Application" for discharge water implies that the Contractor must discharge water at a rate which allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, discharge into defined drainage areas, or discharge into the "waters of the

United States" must occur. Land Application must be in compliance with all applicable Federal, State, and local laws and regulations.

1.2.5 Pests

The term "pests" means arthropods, birds, rodents, nematodes, fungi, bacteria, viruses, algae, snails, marine borers, snakes, weeds and other organisms (except for human or animal disease-causing organisms) that adversely affect readiness, military operations, or the well-being of personnel and animals; attack or damage real property, supplies, equipment, or vegetation; or are otherwise undesirable.

1.2.6 Surface Discharge

The term "Surface Discharge" implies that the water is discharged with possible sheeting action and subsequent soil erosion may occur. Waters that are surface discharged may terminate in drainage ditches, storm sewers,creeks, and/or "waters of the United States" and would require a permit to discharge water from the governing agency.

1.2.7 Waters of the United States

All waters which are under the jurisdiction of the Clean Water Act, as defined in 33 CFR 328.

1.2.8 Wetlands

Those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, and bogs. Official determination of whether or not an area is classified as a wetland must be done in accordance with

WETLANDS DELINEATION MANUAL.

SECTION 01 57 20.00 10 Page 5

1.3 GENERAL REQUIREMENTS

Minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work must be protected during the entire duration of this contract. Comply with all applicable environmental Federal, State, and local laws and regulations.

Any delays resulting from failure to comply with environmental laws and regulations will be the Contractor's responsibility.

1.4 SUBCONTRACTORS

Ensure compliance with this section by subcontractors.

1.5 PAYMENT

No separate payment will be made for work covered under this section.

Payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor, and payment of all fines/fees for violation or non-compliance with Federal, State, Regional and local laws and regulations are the Contractor's responsibility. All costs associated with this section must be included in the contract price.

1.6 SUBMITTALS

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Environmental Protection Plan; G, OA

1.7 ENVIRONMENTAL PROTECTION PLAN

Prior to commencing construction activities or delivery of materials to the site, submit an Environmental Protection Plan for review and approval by the Contracting Officer. The purpose of the Environmental Protection Plan is to present a comprehensive overview of known or potential environmental issues which the Contractor must address during construction. Issues of concern must be defined within the Environmental Protection Plan as outlined in this section. Address each topic at a level of detail commensurate with the environmental issue and required construction task(s). Topics or issues which are not identified in this section, but are considered necessary, must be identified and discussed after those items formally identified in this section. Prior to submittal of the

Environmental Protection Plan, meet with the Contracting Officer for the purpose of discussing the implementation of the initial Environmental

Protection Plan; possible subsequent additions and revisions to the plan including any reporting requirements; and methods for administration of the

Contractor's Environmental Plans. The Environmental Protection Plan must be current and maintained onsite by the Contractor.

1.7.1 Compliance

No requirement in this Section will relieve the Contractor of any

SECTION 01 57 20.00 10 Page 6 applicable Federal, State, and local environmental protection laws and regulations. During Construction, the Contractor will be responsible for identifying, implementing, and submitting for approval any additional requirements to be included in the Environmental Protection Plan.

1.7.2 Contents

Include in the environmental protection plan, but not limit it to, the following:

a. Name(s) of person(s) within the Contractor's organization who is(are) responsible for ensuring adherence to the Environmental Protection Plan.

b. Name(s) and qualifications of person(s) responsible for manifesting hazardous waste to be removed from the site, if applicable.

c. Name(s) and qualifications of person(s) responsible for training the

Contractor's environmental protection personnel.

d. Description of the Contractor's environmental protection personnel training program.

e. An erosion and sediment control plan which identifies the type and location of the erosion and sediment controls to be provided. The plan must include monitoring and reporting requirements to assure that the control measures are in compliance with the erosion and sediment control plan, Federal, State, and local laws and regulations. A Storm

Water Pollution Prevention Plan (SWPPP) may be substituted for this plan.

f. Drawings showing locations of proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials including methods to control runoff and to contain materials on the site.

g. Traffic control plans including measures to reduce erosion of temporary roadbeds by construction traffic, especially during wet weather. Plan shall include measures to minimize the amount of mud transported onto paved public roads by vehicles or runoff.

h. Work area plan…