SPECIFICATIONS

(For Construction Contract)

Solicitation Number W9128F26RA079

Service & Emergency Gates Replacement Bear Creek Dam, CO

April 2026

US Army Corps of Engineers Omaha District

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Replace Service and Emergency Gates - Bear Creek Dam, Colorado BC00101

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 12 00 CONSTRUCTION GENERAL

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 39.00 10 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 39.00 24 AS-BUILT DRAWINGS

DIVISION 02 - EXISTING CONDITIONS

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

DIVISION 05 - METALS

05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 05 40.14 10 HYDRAULIC HOISTING SYSTEMS FOR CIVIL WORKS STRUCTURES

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PROJECT TABLE OF CONTENTS Page 1

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 BID ITEMS

1.2 SUBMITTALS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.1.1 ALLOWABLE WORKING PERIOD

1.3.1.2 INTAKE STRUCTURE

1.3.1.3 DOME STRUCTURE/GATE STRUCTURE

1.3.1.4 OUTLET STRUCTURE

1.3.2 Location

1.4 EXISTING WORK

1.5 DISPOSAL MATERIAL AND EQUIPMENT

1.6 AVAILABLE GOVERNMENT EQUIPMENT TO USE

1.7 CONTRACTOR PROVIDED EQUIPMENT

1.8 GATE SLOT MEASUREMENTS

1.9 GATE REMOVAL AND INSTALLATION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 BID ITEMS

See Section 01 10 00-3 CONTRACT LINE ITEM BIDDING SCHEDULE for work included in Basic Items and Option Items. As-built drawings of existing intake structure, outlet structure, and gates are provided FOR INFORMATION

ONLY.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

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

SD-01 Preconstruction Submittals

Disposal Plan; G

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes fabricating and installing new service gates and emergency gates to fit current gate slots at Bear Creek Dam, Lakewood, Colorado. The gate slots must be measured for accuracy and the existing drawings shall be used for information only. The inlet tunnel liner, gate slots, and marine door will be repainted. The work related to the main hydraulic gate hoist system will be limited to the replacement of bonnet gaskets and O-ring seals between the gate stem and the new gate. The hydraulic oil piping for the low-flow gate, between the new cylinder and the flexible hoses on the hoist deck, will also be replaced. The low-flow gate cylinders will be redesigned, fabricated, shop-tested, and installed to operate the low-flow gates on the new service gates. All incidental related work is also included in this scope. Mechanical scope of work is illustrated on drawing sheets M-001 thru M-105 and detailed requirements are specified in specification sections 05 56 09.00 26 GATE SEALS and 35

05 40.14 10 HYDRAULIC HOISTING SYSTEMS FOR CIVIL WORKS STRUCTURES.

1.3.1.1 ALLOWABLE WORKING PERIOD

Gate slot measurements, tunnel liner work, marine door work, gate removal, and gate installation may only be completed during the following work periods:

November 20th, 2026 through December 11th, 2026 November 20th, 2027 through December 11th, 2027 January 24th, 2028 through February 5th, 2028 (Optional)

SECTION 01 11 00 Page 2

1.3.1.2 INTAKE STRUCTURE

The intake structure at Bear Creek is only accessible by boat. The intake structure has a trashrack and the low flow butterfly value capable of drawing the reservoir down past the uncontrolled weir height. A bulkhead may be placed from the intake tower to block flows from the higher low level intake to safely block flows.

1.3.1.3 DOME STRUCTURE/GATE STRUCTURE

The gate structure at Bear Creek Dam, also referred to as the "dome structure", is an underground concrete dome structure that houses the service gates, emergency gates, and hydraulic hoisting equipment. The entrance to the flood tunnel is also located in the dome structure. A marine door in the dome structure provides access to the flood tunnel.

1.3.1.4 OUTLET STRUCTURE

The outlet structure, also referred to as the "ADIT" structure, at Bear Creek Dam is a roughly 25' by 31' multi-floor concrete building. The outlet structure provides the only access to the dome structure. The dome structure at Bear Creek Dam is accessed through a tunnel connecting the intake and outlet structure.

1.3.2 Location

The work is located in Lakewood, Colorado at Bear Creek Lake Park. The access point for the work is South Owens Ln, Located on the south side of Morrison Rd approximately 1/2 mile west of the Morrison Rd and Kipling Pkwy intersection. From Owens Ln, take the first right, Fox Hollow Ln, and follow this for approximately 1 mile.The exact location will be shown by the Contracting Officer or Tri-Lakes project staff.

1.4 EXISTING WORK

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

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 DISPOSAL MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be disposed remain the property of the Government until the point of disposal. Segregate, itemize, deliver and off-load the disposed property at the designated disposal location. Gates are not to be disposed until the new gates have been installed, tested and commissioned. The government will direct the contractor where the gates should be stored prior to their disposal.

Provide a disposal plan, listing material and equipment to be disposed, and their disposal location. Maintain property control records for

SECTION 01 11 00 Page 3 material or equipment designated as disposal.

1.6 AVAILABLE GOVERNMENT EQUIPMENT TO USE

The dome structure has a 3-ton manual overhead crane. This crane may be used by contractor personnel to facilitate gate removal and installation.

A jib crane is located in the ADIT structure and may be utilized to lower tools and equipment in the ADIT structure prior to transportation to the dome structure. A gate cart was manufactured during the previous maintainance work at Bear Creek. This cart may be used by the contractor to transport the gates through the dry tunnel as necessary.

1.7 CONTRACTOR PROVIDED EQUIPMENT

Contractor must provide anticipated load certified rigging to lift main hydraulic hoist cylinder in order to remove existing gates and to install new gates.

1.8 GATE SLOT MEASUREMENTS

The contractor is responsible for measuring gate slots to accurately fit the current intake structure configuration. The gates shall not be removed for measurement. Gate slot measurements can be obtained from the wet tunnel.

1.9 GATE REMOVAL AND INSTALLATION

Gate will be removed for repainting gate slots and for installation of new gates. Should a flood emergency occur during a working period, gates may need to be reinstalled with short notice. It is the contractor's responsibility to ensure safe removal and installation of the gates. Any damage caused to gates or other infrastructure involved in gate removal, transportation, and installation shall be repaired at no cost to the government. Any damage related to flow regulation must be repaired prior to the end of the construction window when flows would be allowed to resume. Repairs are not necessary to existing gates after they have been permanently taken out of service and the new gate is fully functionally installed.

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SECTION 01 11 00 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 12 00

CONSTRUCTION GENERAL

PART 1 GENERAL

1.1 SCOPE

1.2 CONSTRUCTION RIGHT-OF-WAY

1.3 PROTECTION OF EXISTING FACILITIES AND WORKS

1.3.1 Interruption of Electric Power

1.3.2 Flood Protection Works

1.3.3 Dust Control and Removal

1.4 DISPOSITION OF CONSTRUCTION FACILITIES

1.5 ACCESS ROADS AND HAUL ROADS

1.5.1 Access Roads

1.5.2 Haul Roads

1.5.3 Joint Use of Transportation Facilities

1.5.4 Drainage

1.6 COOPERATION WITH OTHER CONTRACTORS

1.7 ORDER OF WORK

1.8 WINTER WORK

1.9 SUBMITTALS

1.10 WARRANTY OF CONSTRUCTION (MAR 1994)

1.11 TELEPHONE, INTERNET, WATER, AND ELECTRICAL

1.12 TEMPORARY FENCING

1.13 USE OF GOVERNMENT EQUIPMENT

1.13.1 Hoist Operation

1.14 PORTABLE TOILETS

1.15 FEDERAL HOLIDAYS AND WORKING HOURS

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 12 00 Page 1

SECTION 01 12 00

CONSTRUCTION GENERAL

PART 1 GENERAL

1.1 SCOPE

The work covered in this section is outlined as a statement of construction requirements common to all the work. Specific requirements for materials and installations are provided under the Technical Sections herewith. No claims for extras shall be made on account of items presumed to have been omitted from this section.

1.2 CONSTRUCTION RIGHT-OF-WAY

The Contractor will be assigned working areas or working right-of-way limits for use in the prosecution of work under this contract, subject to FAR clause 52.236-10 entitled "Operations and Storage Areas."

1.3 PROTECTION OF EXISTING FACILITIES AND WORKS

The Contractor shall be responsible for the protection of the 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. All work, storage of materials, and construction plant shall be kept within the limits of the areas assigned. Prior to construction operations, the Contractor shall confer with the Contracting Officer's representative to determine the proximity of any possible under-ground obstructions, pipe or equipment which could be damaged as a result of construction operations.

Existing utility lines that are shown on the drawings or the locations are otherwise made known to the Contractor shall be protected from damage, and if damaged, shall be repaired by the Contractor at no additional expense to the Government. In the event that the Contractor damages any existing utility lines that are not shown or the locations of which have not been made known to the Contractor, the Contractor shall immediately notify the Contracting Officer. The Contracting Officer will review the information and discuss with the Contractor how to proceed. The Contractor will be responsible for the protection of structures from any structural damage during the construction operations. Roads and surfaces shall be protected from damage by the work or if damaged shall be repaired with equal materials at no additional expense to the Government. At all times the plant and work areas shall be kept in a condition conducive to safety of workmen and the public and neat in appearance. Waste or surplus materials shall not be allowed to accumulate in the construction areas.

1.3.1 Interruption of Electric Power

If it is necessary to cut off power in transmission lines that pass through construction areas, it shall be the Contractor's responsibility to make the necessary arrangements with the owner of the powerline, and the Contractor shall pay all costs therefore.

1.3.2 Flood Protection Works

In all cases where materials in the existing flood protection works are

SECTION 01 12 00 Page 2 used or connected with the construction of new work under this contract, the work shall be so planned and executed that the new work shall be completed to provide protection equivalent to the existing protection as the existing protection is weakened or removed. These operating restrictions shall be followed in order that the new work may be tied in, or connected promptly, by the Contractor, with the existing facilities so as to furnish a near continuous service in an emergency. These ties or connections shall be made during periods of suspended construction operations.

1.3.3 Dust Control and Removal

Special measures shall be taken to minimize air-borne dust in work areas.

Return air ducts for heating, ventilating and air conditioning shall be blocked, where practicable, or equipped with filters in areas where dust is being produced or agitated. Removal of dust shall be by sweeping with dust wetted down or overlain with sweeping compound, or by vacuum cleaner as approved. Where air-borne dust in objectionable amount is unavoidable, equipment, which contain commutators, contactors, bearing, etc., shall be covered. Adequate air filters shall be provided in covers over equipment which requires circulation of air while operating. Dust shall be removed daily on a continuing basis during the life of this contract. Dust shall be removed as directed from the interior of equipment housed in cabinets by method approved by the Contracting Officer.

1.4 DISPOSITION OF CONSTRUCTION FACILITIES

All buildings and facilities constructed by the Contractor shall be maintained in a satisfactory condition with strict observance of the rules of sanitation, safety and order as may be established by the Contracting Officer. Prior to final payment under the contract, all buildings and facilities constructed by the Contractor for the Contractor's use shall be removed from the site by the Contractor.

1.5 ACCESS ROADS AND HAUL ROADS

1.5.1 Access Roads

Access roads as required for the prosecution of the work shall be maintained (including sprinkling for dust control, safety personnel, and traffic control) within the work areas assigned to the Contractor.

Consideration shall be given to the avoidance of interference with others, safety and frequency of traffic, subject to review and approval prior to construction. Access road areas shall be restored to their original or suitable condition upon completion of this contract. The Contractor shall be responsible for repair of damage to existing roads caused by the Contractor's operation.

1.5.2 Haul Roads

The Contractor shall construct haul roads as may be necessary for the conduct of the work without additional cost to the Government. The Contractor shall arrange the hauling operations so as to cause a minimum interference with traffic and shall develop Temporary Traffic Control (TTC) plan(s) and furnish all necessary traffic control devices and personnel as required to avoid additional hazards to the public. The Contractor shall perform routine day and night inspections of TTC elements as required by MUTCD and maintain all furnished traffic control devices at their expense and without additional cost to the Government. Lines, grades

SECTION 01 12 00 Page 3 and widths for haul roads, shall be selected to fulfill the requirements for safe and efficient hauling operations and shall be approved by the Contracting Officer prior to construction. Haul roads shall have ample width to provide safety. Preference shall be given to one-way haul roads when these are feasible. All roads shall be maintained in original as-built condition during all periods of their use. Roads shall be sprinkled whenever, in the opinion of the Contracting Officer, control of dust is necessary to insure safe movements of construction traffic. Upon completion of work under this contract, roads shall be disposed of as directed by the Contracting Officer. All traffic control devices, culverts, guards, fences and other improvements on roads constructed for the Contractor's convenience and operations shall be removed from the project site and shall remain property of the Contractor. Use and repair of existing roads and bridges shall be subject to the requirements of local authorities. Prior to start of hauling operations on public roads, the Contractor shall furnish written evidence to the Contracting Officer that an agreement has been consummated with State and County officials on the use of public roads and bridges. Such agreements shall clearly relieve the Government of any responsibility for damage resulting from hauling across or on these roads.

1.5.3 Joint Use of Transportation Facilities

The Contractor may use jointly with Contractors and others, existing access and haul roads constructed by the Government or by others. Unless otherwise specifically authorized in writing, the Contractor will not be granted exclusive use of any access or haul road whether it be an existing road or one constructed by the Contractor. However, the use by others of roads constructed by or assigned to the Contractor primarily for the Contractor's use will be limited by the Contracting Officer to the minimum considered consistent with efficient prosecution of the work under this and other contracts in force. Maintenance of jointly used facilities shall be shared in proportion to use. In the event of a disagreement between this Contractor and others as to the use of any road, the decision of the Contracting Officer shall be final. The Contractor shall not obstruct any existing road on the land controlled by the Government.

1.5.4 Drainage

The Contractor shall provide and maintain ditches, dikes and other facilities within and adjacent to the work areas to direct the surface and subsurface flow of water away from abutting private property and work in place or under construction by this and other contracts. The design, location, type and size of drainage facilities are subject to review and approval by the Contracting Officer prior to construction.

1.6 COOPERATION WITH OTHER CONTRACTORS

The Contractor shall cooperate and coordinate work with that of others working in the area during the life of this contract. The Contractor shall coordinate work with others to avoid undue interference and shall conduct operations, other than approved required access, within the limits of the assigned construction area or construction right-of-way limits.

The Contractor shall cooperate with others as necessary in the interest of timely completion of all work and in the event of disagreement the decision of the Contracting Officer shall be final.

SECTION 01 12 00 Page 4

1.7 ORDER OF WORK

The sequence of operations shall be maintained so that the maximum amount of work may be done under favorable working conditions in accordance with the completion time set forth in FAR clause 52.211-10 entitled "Commencement, Prosecution, and Completion of Work." The Contractor shall submit for approval, within 15 days after receipt of notice to proceed a narrative description of the proposed methods of operation.

1.8 WINTER WORK

Winter work is required under this contract. No separate payment will be made for winterizing or other protective measures that are required for the Contractor to maintain the scheduled progress. Special requirements for the placement of concrete or embankment in cold weather are covered in the applicable sections of these specifications.

1.9 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

Proposed Methods of Operation; G-AO

Construction Right-of-Way

SD-11 Closeout Submittals

Warranty of Construction

(List of warranties with copy of each)

1.10 WARRANTY OF CONSTRUCTION (MAR 1994)

(a) In addition to any other warranties in this contract, the Contractor warrants, except as provided in paragraph (i) of this clause, that work performed under this contract conforms to the contract requirements and is free of any defect in equipment, material, or design furnished, or workmanship performed by the Contractor or any subcontractor or supplier at any tier.

(b) This warranty shall continue for a period of 1 year from the date of final acceptance of the work. If the Government takes possession of any part of the work before final acceptance, this warranty shall continue for a period of 1 year from the date the Government takes possession.

(c) The Contractor shall remedy at the Contractor's expense any failure to conform, or any defect. In addition, the Contractor shall remedy at the Contractor's expense any damage to Government-owned or controlled real or personal property, when that damage is the result of--

(1) The Contractor's failure to conform to contract requirements; or

(2) Any defect of equipment, material, workmanship, or design

SECTION 01 12 00 Page 5 furnished.

(d) The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause. The Contractor's warranty with respect to work repaired or replaced will run for 1 year from the date of repair or replacement.

(e) The Contracting Officer shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage.

(f) If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor's expense.

(g) With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for work performed and materials furnished under this contract, the Contractor shall--

(1) Obtain all warranties that would be given in normal commercial practice;

(2) Require all warranties to be executed, in writing, for the benefit of the Government, if directed by the Contracting Officer; and

(3) Enforce all warranties for the benefit of the Government, if directed by the Contracting Officer.

(h) In the event the Contractor's warranty under paragraph (b) of this clause has expired, the Government may bring suit at its expense to enforce a subcontractor's, manufacturer's, or supplier's warranty.

(i) Unless a defect is caused by the negligence of the Contractor or subcontractor or supplier at any tier, the Contractor shall not be liable for the repair of any defects of material or design furnished by the Government nor for the repair of any damage that results from any defect in Government-furnished material or design.

(j) This warranty shall not limit the Government's rights under the Inspection and Acceptance clause of this contract with respect to latent defects, gross mistakes, or fraud. (FAR 52.246-21)

1.11 TELEPHONE, INTERNET, WATER, AND ELECTRICAL

The Contractor is responsible for arranging telephone/Internet service for the Contractor's trailer through the local telephone company. The contractor is responsible for water and wastewater. The contractor may tap into the ADIT structure for electricity.

1.12 TEMPORARY FENCING

Work area is accesable to the public. Contractor is reponsible for securing their own equipment. Temporary fencing may be installed.

SECTION 01 12 00 Page 6

1.13 USE OF GOVERNMENT EQUIPMENT

1.13.1 Hoist Operation

Government or contractor personnel may operate the hoist. The Contractor will be responsible for furnishing and performing all rigging for all lifts. The Government must inspect and approve all rigging prior to performing the lift. The Contractor will be responsible for all off-loading, movement, and loading of required construction equipment. .

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

There are two - 21 calendar day construction periods with a third optional 16 calendar day construction period as referenced in Section 01 11 00 Paragraph 1.3.1.1 "Allowable Working Period". During these times, the Contractor will have access to the facility for work from 0700 to 1900, seven (7) days a week. This includes any federally recognized holidays or observance days. These hours will be strictly adhered to during the 21 and 16 calendar day construction windows unless the Government determines work outside this time is beneficial to the Government or a bilateral modification for extended working hours is executed. Work outside normal working hours will need written permission from the COR at least 14 calendar days in advance of the need.

Outside of these three (3) time frames, the contractor will have access to the facility for work during normal business hours from 0700 to 1700 hours Monday through Friday, excluding any federally recognized holidays or observance days. The Contractor must plan all work accordingly.

During construction or non-construction periods, the Government personnel shall maintain access as necessary to complete regular maintenance work in the area. Also, access to the adit structure shall be coordinated with the Government and shall not have public access at any time.

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 Juneteenth 19 June 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 the wage determination has a discrepancy with the above list of observed Federal holidays, then the wage determination takes precedence.

SECTION 01 12 00 Page 7

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 12 00 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 PAYMENTS TO THE CONTRACTOR

1.2.1 Obligation of Government Payments

1.2.2 Payment for Onsite and Offsite Materials

1.3 RETAINAGE OF PAYMENT

1.4 JOB PAYMENT ITEMS

1.5 BASE BID ITEMS

1.5.1 CLIN 0001

1.5.2 CLIN 0002

1.5.3 CLIN 0003

1.5.4 CLIN 0004

1.5.5 CLIN 0005

1.6 OPTIONAL BID ITEMS

1.6.1 CLIN 0006

1.6.2 CLIN 0007

1.6.3 CLIN 0008

1.6.4 CLIN 0009

1.6.5 CLIN 0010

1.6.6 CLIN 0011

1.6.7 CLIN 0012

1.6.8 CLIN 0013

SECTION 01 20 00 Page 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 GENERAL INFORMATION

a. The following measurement and payment paragraphs constitute full compensation for all work incidental to completion of the work under those terms. In the event any work is required by the specifications sections or by the drawings and not specifically mentioned in the measurement and payment paragraphs, separate or direct payment will not be made and all costs thereof are incidental to and included in the Contract prices and payments for all items listed in the price schedule. The word "provided" means "furnished and installed" when used in this Section or elsewhere in the technical Sections.

b. In each instance the Contract price for an item will constitute full compensation as herein specified, as shown, or as otherwise approved. The Contract price and payment will also constitute full compensation for all work incidental to completion of the item, unless such work is otherwise specifically mentioned for separate payment under another line item. In the event any work is required by the specification Sections or by the drawings and not specifically mentioned in the measurement and payment paragraphs, separate or direct payment will not be made and all costs thereof are incidental to and included in the Contract prices and payments for all items listed in the schedule. Payment for work activities involving lead based paint will be incidental to the related Contract Line Item Number 0005 (CLIN).

1.2 PAYMENTS TO THE CONTRACTOR

1.2.1 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

32.103 Progress Payments Under Construction Contracts:

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.

SECTION 01 20 00 Page 2

1.2.2 Payment for Onsite and Offsite Materials

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

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

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment 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, non-magnetic steel, equipment, machinery, pipe and fittings. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, and insulation.

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 price schedule 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 company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation must be stored in the Continental United States.

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

1.3 RETAINAGE OF PAYMENT

Retainage in the amount of $35,000 or 1 percent of contract value, whichever is greater, will be withheld until all final submittals including Operations and Maintenance Manuals and as-built drawings have been approved by the Government.

1.4 JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the PRICE SCHEDULE and described below. Include all costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, in the listed job item most closely associated with the work involved.

The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, and for performing all work required for which separate payment is not otherwise provided.

SECTION 01 20 00 Page 3

1.5 BASE BID ITEMS

Base Bid Items for the work of this contract are listed in the SCHEDULE and described below. The Base Bid Items include Single Job Payment Items.

1.5.1 CLIN 0001

This CLIN will be measured for payment as a complete pay item (JOB).

Payment shall constitute full compensation for mobilizing and demobilizing all equipment, supplies, materials, and personnel to and from the job site. This CLIN applies to the Prime Contractor and all subcontractor mobilization and demobilization, site mobilization of all materials, equipment, and labor required to accomplish the work. CLIN prices must be entered for all items of the schedule. Total amounts submitted without individual CLIN prices being entered will be rejected. Additions will be subject to verification by the Government. In case of variation between the CLIN prices and the total basic amount, the CLIN prices will be considered the correct amounts. Price should include 2 Mobilizations and De-Mobilizations for the following construction windows:

a. November 20, 2026, to December 11, 2026

b. November 20, 2027, to December 11, 2027

1.5.2 CLIN 0002

This CLIN will be measured for payment as a complete pay item (JOB).

Payment shall constitute full compensation for fabricating 2 New Service Gates.

a. Measurement: Measurement will be made as a unit payment for fabrication of 2 completed Service Gates.

b. Payment: Payment will be made in the Contract amount under CLIN 0002 as a unit for all work required. This includes, but is not limited to;

fabrication, painting, and shop dimensional testing.

1.5.3 CLIN 0003

This CLIN will be measured for payment as a complete pay item (JOB).

Payment shall constitute full compensation for installation of 2 Service Gates. This work shall include transportation, delivery, installation, and in-place testing, including providing a new hydraulic cylinder for the low flow gates, installation of gate stem gaskets and seals, and other necessary work as specified in contract documents.

1.5.4 CLIN 0004

This CLIN will be measured for payment as a complete pay item (JOB).

Payment shall constitute full compensation for all plant, material, equipment, and labor to complete conduit rehabilitation work. The work for this item shall include but not be limited to; remove 2 service gates, set up ventilation system, sandblast and repaint conduit steel liners and 2 service gate slots.

SECTION 01 20 00 Page 4

1.5.5 CLIN 0005

This CLIN will be measured for payment as a complete pay item (JOB).

Payment shall constitute full compensation for all remaining work. The work for this item shall include but not be limited to; removal and disposal of existing Service Gates and associated parts, general clean-up;

and any other performed work needed to complete work not covered by CLIN 0001 thru CLIN 0004.

1.6 OPTIONAL BID ITEMS

Optional Bid Items for the work of this contract are listed in the SCHEDULE and described below. The Optional Bid Items include Single Job Payment Items.

1.6.1 CLIN 0006

This CLIN will be measured for payment as a complete pay item (JOB).

Payment shall constitute full compensation for fabricating two(2) New Emergency Gates.

a. Measurement: Measurement will be made as a unit payment for fabrication of two(2) New Emergency Gates

b. Payment: Payment will be made in the Contract amount under CLIN 0006 as a unit for all work required. This includes, but is not limited to;

fabrication, painting, and shop dimensional testing.

1.6.2 CLIN 0007

This CLIN will be measured for payment as a complete pay item (JOB).

Payment shall constitute full compensation for all plant, material, equipment, and labor to complete emergency slot rehabilitation. The work for this item shall include but not limited to; remove 2 emergency gates, set up ventilation system, sandblast and repaint 2 emergency gate slots.

1.6.3 CLIN 0008

This CLIN will be measured for payment as a complete pay item (JOB).

Payment shall constitute full compensation for installation of 2 Emergency Gates. This work shall include installation, and in-place testing, installation of gate stem gaskets and seals, and other necessary work as specified in contract documents.

1.6.4 CLIN 0009

This CLIN will be measured for payment as a complete pay item (JOB).

Payment shall constitute full compensation for all remaining work. The work for this item shall include but not be limited to; removal and disposal of existing Emergency Gates and associated parts, general clean-up; and any other performed work needed to complete work not covered by CLIN 0007 and CLIN 0008.

1.6.5 CLIN 0010

This CLIN will be measured for payment as a complete pay item (JOB).

SECTION 01 20 00 Page 5

Payment shall constitute full compensation for mobilizing and demobilizing all equipment, supplies, materials, and personnel to and from the job site. This CLIN applies to the Prime Contractor and all subcontractor mobilization and demobilization, site mobilization of all materials, equipment, and labor required to accomplish the remaining work (January 20, 2028, to February 05, 2028).

1.6.6 CLIN 0011

This CLIN will be measured for payment for the asbestos abatement test. It will be used if sealing caulk is found under or behind the bronze bar of the gate stems. It will cover the sealing caulk sampling and the subsequent laboratory analysis to determine if the caulk classifies as asbestos containing material (ACM).

1.6.7 CLIN 0012

This CLIN will be measured for payment for the asbestos abatement of the sealing caulk under or behind the bronze bar of the gate stems. It will include the complete removal and disposal of the sealing caulk.

1.6.8 CLIN 0013

This CLIN will be measured for payment for the lead-based paint abatement.

It will include the complete removal and disposal of the lead-based paint under or behind the bronze bar of the gate stems.

SECTION 01 20 00 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

PART 1 GENERAL

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR

PAYROLLS

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.4 CONTRACTOR PERFORMANCE EVALUATIONS

1.5 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

1.6 CONTRACT DRAWINGS AND SPECIFICATIONS

1.6.1 SETS FURNISHED

1.6.2 DISTRIBUTION

1.6.3 NOTIFICATION OF DISCREPANCIES

1.6.4 OMISSIONS

1.7 SUBMITTALS

1.8 PAYMENT

1.8.1 PROMPT PAYMENT ACT

1.8.2 PAYMENT FOR MATERIALS STORED OFFSITE

1.9 AVAILABILITY AND USE OF UTILITY SERVICES

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.11 INSURANCE REQUIRED

1.12 CONTRACTOR QUALITY CONTROL (CQC)

1.13 NONDOMESTIC CONSTRUCTION MATERIALS

1.14 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.15 AS-BUILT DRAWINGS

1.16 EQUIPMENT ROOM DRAWINGS

1.17 ASBESTOS AND LEAD

1.18 PARTNERING

1.18.1 Team-Led (Informal) Partnering

1.19 PROFIT

1.20 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.21 DRAWING SCALES

1.22 CYBERSECURITY DURING CONSTRUCTION

1.22.1 Contractor Computer Equipment

1.22.1.1 Operating System

1.22.1.2 Anti-Malware Software

1.22.1.3 Passwords and Passphrases

1.22.1.4 Contractor Computer Cybersecurity Compliance Statements

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 30 00.24 Page 1

SECTION 01 30 00.24 Page 2

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

PART 1 GENERAL

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

In accordance with FAR 31.105(d)(2)(i)(b), for the predetermined schedule of construction equipment use rates, use Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule. Copies of each regional schedule may be obtained through the following internet site:

https://www.usace.army.mil/Cost-Engineering/EP1110-1-8/ .

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS

a.Use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

b. Obtain and provide for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the Contractor to comply with the Wage Rate Requirements statute. Use the electronic payroll service to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract. Use an electronic payroll service capable of preserving these payrolls and related basic records for the required three years after contract completion. Obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of the construction contract.

The Contractor's provision and use of an electronic payroll processing system must meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the FAR;

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract;

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export into an Excel spreadsheet to be imported into the contractor's mode of Resident Management System 3.0;

(5) demonstrated security of data and data entry rights;

(6) ability to produce Contractor-certified electronic versions of weekly payroll data;

SECTION 01 30 00.24 Page 3

(7) ability to identify erroneous entries and track the data/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy in a Compact Disc (CD) or Digital Versatile Disc (DVD) and Portable Document Format (PDF) file record of data from the system database at the end of the contract closeout. Provide this durable record copy of data from the electronic payroll processing system to the Government during contract closeout.

d. Include all Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service in the Contractor's price for the overall work under the contract. Do not include the costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services as a separately bid or reimbursed item under this contract.

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

- U.S. Department of Labor Veterans’ Employment and Training Service

(VETS):

https://www.dol.gov/vets/

- Federal Veteran Employment Information: https://www.fedshirevets.gov/

- Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

- U.S. Army Warrior Transition Command Employment Index:

https://wct.army.mil/modules/employers/index.html

- Hiring Our Heroes: https://www.uschamberfoundation.org/hiring-our-heroes

1.4 CONTRACTOR PERFORMANCE EVALUATIONS

See Federal Acquisition Regulation (FAR) Subpart 42.1502(e) for the requirements on past performance evaluations for construction contracts.For construction contracts valued at or above $750,000.00, including all modifications, the USACE will evaluate Contractor's performance using the web-based Contractors Performance Assessment Reporting System (CPARS). After the USACE drafts an evaluation (interim or final), the Contractor will have the opportunity to access, review, comment and either concur or non-concur with the evaluation in the CPARS system for a period of 60 days. Access to the CPARS system requires either specific software called PKI certification (recommended method) or a username and password. The PKI certification is a Department of Defense recommendation and to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and may be purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and contacting vendors can be found on the web site:

SECTION 01 30 00.24 Page 4 https://www.cpars.gov .

1.5 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

1. General security requirements and guidance:

The security requirements described below apply to all contract personnel (including employees of the prime Contractor ("Contractor") and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts.

The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations.

Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures.

The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures-this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

2. Antiterrorism (AT) Level I training:

All contract personnel requiring routine access to Army installations, facilities, and controlled access areas, or requiring network access shall complete initial and annual refresher AT Level I awareness training.

Online AT Level I awareness training is available at https://jko.jten.mil/ (website subject to change). (submittal: AT Level I Training Sign In Sheets)

3. Physical security and access control requirements:

All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as "NCIC-III") and Terrorist Screening Database (commonly referred to as

SECTION 01 30 00.24 Page 5

"TSDB"). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

4. Not Used

5. Not Used

6. Suspicious Activity Reporting training (e.g. iWATCH, CorpsWatch, or See Something, Say Something):

All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

This training shall be completed within 10 days prior to mobilization and within 30 calendar days of new employees commencing performance with the results reported to the COR. (submittal: iWATCH and/or CorpsWatch Training Sign In Sheets).

7. Not Used

8. Not Used

9. Not Used

10. Not Used

11. Not Used

12. Not Used

13. Escorting in…