Specs - Switchyard Road Gavins W9128F21B0025.pdf

SPECIFICATIONS

(For Construction Contract)

Solicitation Number W9128F21B0025

Switchyard Road Gavins Point Dam, NE

August 2021

US Army Corps of Engineers Omaha District

This page was intentionally left blank for duplex printing.

Switchyard Road Gavins Point Dam, NE

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 12 00 CONSTRUCTION GENERAL

01 22 00 MEASUREMENT AND PAYMENT

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 41 26.02 24 (NEBRASKA) NPDES PERMIT REQUIREMENTS FOR STORM WATER

DISCHARGES FROM CONSTRUCTION SITES

01 45 00.00 10 QUALITY CONTROL

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

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 78 39.00 24 AS-BUILT DRAWINGS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 10 00.01 (SOUTH DAKOTA) PAVEMENTS FOR SMALL PROJECTS

32 17 23 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19.00 STONE (RIPRAP) PROTECTION

-- End of Project Table of Contents --

Switchyard Road, Gavins Point Dam, NE GP80

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 12 00

CONSTRUCTION GENERAL

04/07

PART 1 GENERAL

1.1 SCOPE

1.2 CONSTRUCTION RIGHT-OF-WAY

1.3 PROTECTION OF EXISTING FACILITIES AND WORKS

1.4 CARE OF WATER

1.5 DRAINAGE

1.6 Project Survey and Layout

1.7 DISPOSITION OF CONSTRUCTION FACILITIES

1.8 ACCESS ROADS

1.8.1 Access Roads

1.9 PUBLIC ROADS

1.9.1 TRAFFIC CONTROL PLANS

1.9.2 Road Closure

1.9.3 Traffic Control Devices

1.9.4 Temporary Traffic Control

1.9.5 Operations

1.10 COOPERATION WITH OTHER CONTRACTORS

1.11 UNLOADING, HANDLING AND STORAGE

1.12 SUBMITTALS

1.13 WARRANTY OF CONSTRUCTION (MAR 1994)

1.14 TELEPHONE/INTERNET

1.15 PORTABLE TOILETS

1.16 FEDERAL HOLIDAYS AND WORKING HOURS

PART 2 NOT USED

PART 3 NOT USED

-- End of Section Table of Contents --

SECTION 01 12 00 Page 1

SECTION 01 12 00

CONSTRUCTION GENERAL

04/07

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 the SECTION 00 72 00, GENERAL CONDITIONS (CONTRACT CLAUSES) clause 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 equipment located on the project site, specifically Dam Settlement Gauge and Dam Safety Instruments to be protected during construciton, alsoany 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, report thereof shall be made immediately to the Contracting Officer. If the Contracting Officer determines that repairs shall be made by the Contractor, such repairs will be ordered under SECTION 00 72 00, GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Changes." 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.

1.4 CARE OF WATER

Full responsibility for care of water shall be borne by the Contractor until completion of work under this contract. The Contractor shall provide the materials and equipment and perform all work necessary to facilitate

SECTION 01 12 00 Page 2 construction and to protect the work from damage by water. The Contractor shall make the needed investigations and determinations of conditions, both existing and anticipated concerning care of water. Plans for care of water are subject to approval by the Contracting Officer prior to construction. Facilities shall be removed upon completion of the work.

1.5 DRAINAGE

The Contractor shall provide and maintain ditches, dikes, and other facilities within and adjacent to the work areas, to divert water from surface and subsurface flow away from work in place or under construction by this and other contracts to prevent damage and interference. The basis for design, location, type and size of drainage facilities are subject to review and approval prior to construction. ]

1.6 Project Survey and Layout

In addition to the requirements of FAR 52.236-17 Layout of Work, the Contractor shall provide a licensed land surveyor to check initial project control, and to provide and set hubs for project construction. The Contractor shall use (and reference in all as-built data) project stationing as described on the contract drawings. In addition, a licensed land surveyor shall provide final project embankment survey (i.e. to include major breakpoints, riverward toe, profile, top of levee at riverward/landward and landward toe) prior to placement of surfacing for government review and approval. If applicable a licensed land surveyor shall also provide, set and verify as built condition of major flood control structures/features; i.e. flood wall control. These surveys shall provide and verify both horizontal and vertical project control. This survey shall be used for final as-built embankment profile and cross section, and major flood control structure records, and recorded on the as-built condition in accordance with Section, As-Built Drawings.

The Contractor may utilize their own quality control personnel to provide interim surveys for quantity determination for payment in accordance with paragraph entitled Quantity Surveys (Apr 1984).

1.7 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.

1.8 ACCESS ROADS

1.8.1 Access Roads

Access roads as required for the prosecution of the work shall be maintained (including sprinkling for dust control, safety personnel, signals and 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.

SECTION 01 12 00 Page 3

1.9 PUBLIC ROADS

1.9.1 TRAFFIC CONTROL PLANS

Prior to construction, submit traffic control plans detailing at least the following: traffic control zones, locations of traffic control devices, and requirements for flaggers if necessary. The plans must consider project stages and the mobile nature of the work, detailing procedures for changing traffic control locations and notifying the government as work progresses.

The plans must consider both the sections of the road being milled and overlaid and sections of the road being removed and replaced. The traffic control plans shall be in compliance with MUTCD and state/local regulations.

The full road closure shall be minimized as best possible and once closed, work must progress without any breaks in time or pauses between activities until reopened. Full road closure must be coordinated closely with the COR to minimize holiday weekend impacts. The Contractor shall be granted a full road closure for the locations that involve full depth replacement.

The only exception area is at the intersection of Switchyard Road and Powerhouse Road. At this intersection there must always be at least one lane accessible to the Powerhouse Road for deliveries. See sheet CS107 for the site plan view of this intersection. Once the sequence moves to mill and overlay, the Contractor shall utilize single lane closures at those repair locations.

1.9.2 Road Closure

The Contractor will follow all traffic requirements for closing one lane at a time, allowing traffic to pass thru on the one open lane with the use of a flagger or other approved traffic control. The Contractor is required to coordinate the road/lane closure with the NDOT and USACE.

1.9.3 Traffic Control Devices

All traffic control devices (signage, barricades, lighting etc) by the Contractor, must conform with the U.S. Department of Transportation, Federal Highway Administration, Manual on Uniform Traffic Control Devices.

1.9.4 Temporary Traffic Control

The Contractor shall be responsible for the safe control of traffic on all roads used primarily for the work under these specifications and at their crossings with roads used by others. The Contractor shall, at their own expense, furnish all personnel and traffic control devices necessary for the safe and effective movement of all road users through or around Temporary Traffic Control zone.

1.9.5 Operations

When operations are being conducted near a U. S. or State Highway or when construction equipment is being used on or adjacent to such highway, the Contractor shall furnish all necessary traffic control devices and personnel to provide safe and effective movement of all road users through or around Temporary Traffic Control zone as required by MUTCD and Nebraska DOT. All required state and/or local permits shall be obtained at the Contractor's expense in advance and shall be provided to the COR. It is the Contractor's responsibility to verify with Nebraska DOT if such permits are required.

SECTION 01 12 00 Page 4

1.10 COOPERATION WITH OTHER CONTRACTORS

The Contractor shall cooperate and coordinate work with that of others (public and private) 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.

Construction work consisting of Deck Repairs on the Intake Bridge will possibly be under construction at the same time as this contract.

1.11 UNLOADING, HANDLING AND STORAGE

(a) Unloading:

The Contractor shall be responsible for prompt acceptance on delivery, and shall pay all demurrage charges for delay in release of railroad cars.

When practical the Contractor shall check material and equipment received against shipping lists; however, the Contractor shall not open shipments which are provided with protective coverings for storage until such materials and equipment are needed unless the shipment indicates possible damages. Protective coverings on damaged shipments shall be replaced or repaired by the Contractor after inspection. Shipments which are stored when received shall be opened when needed and checked against the shipping list in the presence of the Contracting Officer's representative. Any shortage shall be reported to the Contracting Officer.

(b) Handling:

The Contractor shall exercise due care in the unloading, hauling and handling of materials and equipment and shall make use of special handling means provided by the manufacturer. Care shall be taken not to damage materials and equipment during handling.

(c) Storage:

The Contractor shall be responsible for the care and storage of material and equipment including Government-furnished property and they shall be stored in a suitable manner to protect them from the elements, pilfering, distortion, or any other damage. Immediately after unloading Government-furnished items, all spare parts and maintenance items not required for installation shall be clearly tagged or otherwise identified and shall be stored where directed by the Contracting Officer. If these items cannot be clearly ascertained during unloading of large crates and boxes, delivery to the Government storage area may be delayed until such are individually inspected. All costs incurred by the transfer of spare parts to permanent storage shall be included in the applicable contract price.

1.12 SUBMITTALS

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

submittals not having a "G" designation are for information only. When

SECTION 01 12 00 Page 5 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

Progress Charts; G-AO

Construction Right-of-Way

(Right-of-Way Agreements)

Traffic Control Plans; G, AO

SD-02 Shop Drawings

Care of Water; G-AO

SD-11 Closeout Submittals

Warranty of Construction

(List of warranties with copy of each)

1.13 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 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.

SECTION 01 12 00 Page 6

(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)

1.14 TELEPHONE/INTERNET

The Contractor is responsible for arranging telephone/Internet service for the Contractor's trailer through the local telephone company.

1.15 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.

1.16 FEDERAL HOLIDAYS AND WORKING HOURS

The Contractor will have access to the facility for work during normal plant business hours from 0700 to 1700 hrs Monday through Friday, excluding any federally recognized holidays or observance days. The Contractor shall plan all work accordingly. These hours will be strictly adhered to unless the Government determines work outside this time is beneficial to the Government or a bilateral modification for extended working hours is executed.

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

SECTION 01 12 00 Page 7

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.

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

SECTION 01 12 00 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

6/2000

PART 1 ASPHALT COLD MILL

1.1 Work Included

1.2 Measurement

1.3 Payment

PART 2 ASPHALT OVERLAY

2.1 Work Included

2.2 Measurement

2.3 Payment

PART 3 ASPHALT PLACEMENT

3.1 Work Included

3.2 Measurement

3.3 Payment

PART 4 CURB/GUTTER PLACEMENT

4.1 Work Included

4.2 Measurement

4.3 Payment

PART 5 PAVEMENT MARKINGS

5.1 Work Included

5.2 Measurement

5.3 Payment

PART 6 ALL REMAINING WORK

6.1 Work Included

6.2 Measurement

6.3 Payment

PART 7 OPTION 1A: ASPHALT COLD MILL - WEST SWITCHYARD PARKING

7.1 Work Included

7.2 Measurement

7.3 Payment

PART 8 OPTION 1B: ASPHALT OVERLAY - WEST SWITCHYARD PARKING

8.1 Work Included

8.2 Measurement

SECTION 01 22 00 Page 1

8.3 Payment

PART 9 OPTION 2A: ASPHALT COLD MILL - POWERHOUSE ROAD

9.1 Work Included

9.2 Measurement

9.3 Payment

PART 10 OPTION 2B: ASPHALT OVERLAY - POWERHOUSE ROAD

10.1 Work Included

10.2 Measurement

10.3 Payment

PART 11 OPTION 3: MITIGATE SOIL HEAVE AT SPILLWAY BRIDGE APPROACH

11.1 Work Included

11.2 Measurement

11.3 Payment

PART 12 OPTION 4: PLACE GEOTEXTILE ALONG DRAINAGE DITCH

12.1 Work Included

12.2 Measurement

12.3 Payment

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

6/2000

SCOPE: This section covers the methods and procedures which will be used to measure the Contractor's work and to effect payment.

GENERAL: The general outline of the principal features of each item as listed does not in any way limit the responsibility of the Contractor for making a thorough investigation of the Drawings and Specifications to determine the scope of work under the entire Contract. Payment to the Contractor of the amounts based on the quantities of work as measured in accordance with the specified methods of measurement and the prices stipulated in the accepted proposal will constitute complete compensation for all work shown on the Drawings, provided in the specifications or other Contract Documents and all costs of accepting the general risks, liabilities and obligations expressed or implied. Payment under all items shall include, but not necessarily be limited to, compensation for furnishing all supervision, labor, equipment, and materials and services (including overhead and profit), as well as performing all work required to accomplish and complete the work specified under each item and all other work required.

JOB ITEMS

Quantities: The quantities under Job items will not be measured except for the purpose of determining reasonable interim payments.

Interim Payments (or Progressive Payments): Interim payments will be made in accordance with the estimated value of work done as determined by the Contracting Officer Representative (COR) or as specified in this section, and in accordance with contract clause for payments.

UNIT PRICE ITEMS

Excavation/Removal Items: Excavation and/or removal items and fill items will be measured from existing ground levels to excavation surfaces shown on the Drawings or as directed by the COR.

Existing Ground Levels: Existing ground levels shall be surveyed prior to any disturbances in accordance with the relevant provisions of these specifications.

Excavation Surfaces Not Shown: In the event excavation surfaces are not clearly shown on the Drawings, the Contractor shall obtain clarification from the COR prior to commencement of excavation and/or removal.

Payments to Contractor: For unit priced items, payments will be made to the Contractor and approved by the COR in accordance with measurements for the unit prices entered in the bidding schedule.

Interim Measurement/Payments: Interim measurements and/or payments may be adjusted to take account for partially completed work. Also see Section 00 73 00, paragraph Quantity Surveys.

SECTION 01 22 00 Page 3

BIDDING ITEMS

PART 1 ASPHALT COLD MILL

1.1 Work Included

The work includes all material, equipment, and labor necessary to cold mill existing asphalt as shown in the project drawings. Mill 1" depth in areas marked for asphalt mill and overlay and mill 3" in areas marked for asphalt removal and replacement, except as otherwise noted. The Job bid items include, but are not limited to: cold mill existing asphalt, remove excess asphalt material, and level milled grades as shown in project drawings.

1.2 Measurement

Cubic yards. The surface area milled shall be field measured after the work is completed and the cubic yards removed calculated from surface area and depth of area milled.

1.3 Payment

Applicable unit price times the cubic yard measurement of asphalt milled.

PART 2 ASPHALT OVERLAY

2.1 Work Included

The work includes all material, equipment, and labor necessary to overlay previously milled asphalt as shown in the project drawings. The Job bid items include, but are not limited to: cleaning underlaying suface, applying tack coat, placing overlaying asphalt materials, finishing overlaying asphalt, and curing overlaying asphalt.

2.2 Measurement

Tons. The tons of asphalt overlay placed shall be measured from batch tickets issued by the asphalt mixing facility and verified by tickets accepted by the COR.

2.3 Payment

Applicable unit price times the measurement of asphalt overlay in tons.

PART 3 ASPHALT PLACEMENT

3.1 Work Included

The work includes all material, equipment, and labor necessary to replace portions of the road milled down to the aggregate base as shown in the project drawings. The Job bid items include, but are not limited to:

regrade aggregate base and add aggregate base course materials as needed to meet required elevations, recompact aggregate base as needed, place/compact new asphalt pavement in two lifts as required in the plans, and finish/cure new asphalt pavement.

3.2 Measurement

Tons. The tons of asphalt placed shall be measured from batch tickets issued by the asphalt mixing facility and verified by tickets accepted by

SECTION 01 22 00 Page 4 the COR.

3.3 Payment

Applicable unit price times the asphalt placed measured in tons.

PART 4 CURB/GUTTER PLACEMENT

4.1 Work Included

The work includes all material, equipment and labor necessary to 1.) remove and replace damaged sections of concrete curb/gutter and 2.) place new valley gutter along the road north of the bridge as shown in the project drawings. The Job bid items include, but are not limited to:

demolish/remove the existing concrete curb/gutter, place formwork, place/finish new concrete curb/gutter, remove formwork, and cure new concrete curb/gutter.

4.2 Measurement

Linear feet. The linear footage shall be field measured after the work is completed. Measurements will be made to the nearest one-quarter foot.

4.3 Payment

Applicable unit price times the number of linear feet of curb/gutter placed.

PART 5 PAVEMENT MARKINGS

5.1 Work Included

The work includes all material, equipment and labor necessary to paint new asphalt pavement in accordance with Section 32 17 23 "PAVEMENT MARKINGS" and project drawings.

5.2 Measurement

Linear feet. The linear footage of surface painted shall be field measured after the work is completed.

5.3 Payment

Applicable unit price times the number of linear feet of pavement painted.

PART 6 ALL REMAINING WORK

6.1 Work Included

All remaining work excluding Option Items listed below.

6.2 Measurement

Job.

6.3 Payment

Payment for this item shall be the Job amount as indicated on the Bidding Schedule.

SECTION 01 22 00 Page 5

PART 7 OPTION 1A: ASPHALT COLD MILL - WEST SWITCHYARD PARKING

7.1 Work Included

The work includes all material, equipment, and labor necessary to cold mill existing asphalt covering the existing parking area west of the Switchyard as shown in the project drawings. The Job bid items include, but are not limited to: cold mill existing asphalt, remove excess asphalt material, and level milled grades as necessary.

7.2 Measurement

Cubic yards. The surface area milled shall be field measured after the work is completed and the cubic yards removed calculated from surface area and depth of area milled.

7.3 Payment

Applicable unit price times the square foot measurement of asphalt milled.

PART 8 OPTION 1B: ASPHALT OVERLAY - WEST SWITCHYARD PARKING

8.1 Work Included

The work includes all material, equipment, and labor necessary to overlay previously milled asphalt in the existing parking area west of the Switchyard as shown in the project drawings. The Job bid items include, but are not limited to: placing overlaying asphalt materials, finishing overlaying asphalt, and curing overlaying asphalt.

8.2 Measurement

Tons. The tons of asphalt overlay placed shall be measured from batch tickets issued by the asphalt mixing facility and verified by tickets accepted by the COR.

8.3 Payment

Applicable unit price times the measurement of asphalt overlay in tons.

PART 9 OPTION 2A: ASPHALT COLD MILL - POWERHOUSE ROAD

9.1 Work Included

The work includes all material, equipment, and labor necessary to cold mill existing asphalt along the Powerhouse Road as shown in the project drawings. The Job bid items include, but are not limited to: cold mill existing asphalt, remove excess asphalt material, and level milled grades as necessary.

9.2 Measurement

Square feet. The surface area milled shall be field measured after the work is completed.

9.3 Payment

Applicable unit price times the square foot measurement of asphalt milled.

SECTION 01 22 00 Page 6

PART 10 OPTION 2B: ASPHALT OVERLAY - POWERHOUSE ROAD

10.1 Work Included

The work includes all material, equipment, and labor necessary to overlay previously milled asphalt along the Powerhouse Road as shown in the project drawings. The Job bid items include, but are not limited to: placing overlaying asphalt materials, finishing overlaying asphalt, and curing overlaying asphalt.

10.2 Measurement

Tons. The tons of asphalt overlay placed shall be measured from batch tickets issued by the asphalt mixing facility and verified by tickets accepted by the COR.

10.3 Payment

Applicable unit price times the measurement of asphalt overlay in tons.

PART 11 OPTION 3: MITIGATE SOIL HEAVE AT SPILLWAY BRIDGE APPROACH

11.1 Work Included

The work includes all materials, equipment, and labor necessary to excavate and replace heaving soils at the southern approach of the spillway bridge as shown in project drawings. The Job bid items include, but are not limited to: sawcut/remove existing asphalt pavement, excavate existing soils to the depths shown in the project drawings, core new pipe inlet in drop inlet drainage structure, place perforated drainage pipe, lay geotextile material along the excavation bottom/sides, backfill/compact non-heaving material, place/compact pavement base course, place/compact asphalt pavement, finish/cure new asphalt pavement, and remove discarded materials offsite.

11.2 Measurement

Job.

11.3 Payment

Payment for this item shall be the Job amount as indicated on the Bidding Schedule.

PART 12 OPTION 4: PLACE GEOTEXTILE ALONG DRAINAGE DITCH

12.1 Work Included

The work includes all material, equipment and labor necessary to place geotextile along the bottom and side slopes of the finished drainage channel after the existing lined channel is removed and the channel is regraded accroding to project drawings. The job bid items include, but are not limited to: rolling out geotextile, placing geotextile along the channel with sufficient seam overlapping, and securing geotextile in place.

12.2 Measurement

Square yards.

SECTION 01 22 00 Page 7

12.3 Payment

Applicable unit price times the square yard measurement of geotextile placed.

SECTION 01 22 00 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/20

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 COMPLETION OF WORK

1.5 CONTRACTOR PERFORMANCE EVALUATIONS

1.6 LIQUIDATED DAMAGES-CONSTRUCTION

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

1.8 COMPUTING COMPLETION DATES FOR NON-WORK PERIOD

1.9 CONTRACT DRAWINGS AND SPECIFICATIONS

1.9.1 SETS FURNISHED

1.9.2 DISTRIBUTION

1.9.3 NOTIFICATION OF DISCREPANCIES

1.9.4 OMISSIONS

1.10 PAYMENT

1.10.1 PROMPT PAYMENT ACT

1.10.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

1.11 DAMAGE TO WORK

1.12 AVAILABILITY AND USE OF UTILITY SERVICES

1.13 QUANTITY SURVEYS

1.14 VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS

1.15 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.16 INSURANCE REQUIRED

1.17 CONTRACTOR QUALITY CONTROL (CQC)

1.18 NONDOMESTIC CONSTRUCTION MATERIALS

1.19 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.20 AS-BUILT DRAWINGS

1.21 GOVERNMENT-FURNISHED PROPERTY

1.22 PROFIT

1.23 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.24 DRAWING SCALES

1.25 WAGE RATE APPLICATION

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 30 00.24 Page 1

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/20

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.publications.usace.army.mil/USACE-Publications/Engineer-Pamphlets/ on pages 10 and 11 of 13.

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS

a. The Contractor is encouraged to 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.The Contractor is responsible for obtaining and providing 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. When the Contractor uses an electronic payroll system, use the electronic payroll service used by the Contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract. The electronic payroll service must be capable of preserving these payrolls and related basic records for the required three years after contract completion. The Contractor must 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.

(c) 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;

SECTION 01 30 00.24 Page 2

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

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

(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. This durable record copy of data from the electronic payroll processing system must be provided to the Government during contract closeout.

d. All Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service must be included in the Contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services must not be 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 COMPLETION OF WORK

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS), FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK (APR 1984).

1.5 CONTRACTOR PERFORMANCE EVALUATIONS

Federal Acquisition Regulation (FAR) Subpart 36.201(Evaluation of Contractor Performance) requires evaluation of the construction contractor's performance throughout the contract period of performance. For construction contracts valued at or above $700,000.00, 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

SECTION 01 30 00.24 Page 3 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: https://www.cpars.gov.

1.6 LIQUIDATED DAMAGES-CONSTRUCTION

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS), FAR 52.211-12 LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000).

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

1. Not Used

2. Access and General Protection/Security Policy and Procedures All Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in Contractor security matters or processes.

3. thru 14 Not Used.

15. Pre-Screen Candidates using E-Verify Program The Contractor must pre-screen Candidates using the E-verify Program (http://www.dhs.gov/E-Verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.8 COMPUTING COMPLETION DATES FOR NON-WORK PERIOD

No work will be required at the construction site during the period 15 November through 01 March inclusive. The days in this period have been included in computing the calendar days for completion of the work. The Contractor may perform work at the site during all or any part of this period upon giving prior written notice to the Contracting Officer.

Working during this non-work period requires approval by the Contracting Officer. No time extensions will be granted for delays during this period.

SECTION 01 30 00.24 Page 4

1.9 CONTRACT DRAWINGS AND SPECIFICATIONS

1.9.1 SETS FURNISHED

Utilize the bid drawings and specifications as amended in the performance of the work until the electronic Adobe Acrobat.pdf conformed specifications and contract drawings (i.e., bid drawings that have been posted with all amendment changes) are sent electronically to the Contractor. See paragraph below for contract drawing distribution requirements. The work must conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. The work must also conform to any of the standard details bound or referenced herein.

1.9.2 DISTRIBUTION

The Government will process no progress payments prior to distribution of electronic contract drawings and conformed specification sets by the Government. The Government will provide the Contractor with a CD-ROM or DVD-ROM or sent electronically containing Adobe Acrobat .pdf contract drawings and conformed specification sets and editable CAD file drawings (format defined in Section 01 78 39.00 24 AS-BUILT DRAWINGS. Prepare final record or as-built drawings as defined in Section 01 78 39.00 24 AS-BUILT

DRAWINGS.

1.9.3 NOTIFICATION OF DISCREPANCIES

Check all electronically sent drawing files furnished by the government immediately upon their receipt and promptly notify the Contracting Officer of any discrepancies. Follow dimensions marked on drawings in lieu of scale measurements. Enlarged plans and details govern where the same work is shown at smaller scales. All scales shown are based on a standard drawing size of 22" x 34". If any other size drawings are furnished or plotted adjust the scales accordingly. The Contractor must also advise his sub-contractors of the above. The Contractor must 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.

1.9.4 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, does not relieve the Contractor from performing such omitted or misdescribed details of the work but work must 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 GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Payments Under Fixed-Price Construction Contracts", will be paid pursuant to the clause, "Prompt Payment for Construction Contracts". Submit pay requests on ENG Form 93 and 93a, "Payment Estimate-Contract Performance" and "Continuation". All information and substantiation required by the identified contract clauses must be submitted with the ENG Form 93, and the required certification 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 Area Engineer.

SECTION 01 30 00.24 Page 5

1.10.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

a. Pursuant to Federal Acquisition Regulation (FAR) 52.232-5, Payments Under Fixed Price Construction Contracts, materials delivered to the contractor at locations other than the site of the work may be taken into consideration in making payments, if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site are limited to:

(1) Materials required by the technical provisions; or

(2) Materials that have been fabricated to the point where they are identifiable to an item of work required under this contract; or

(3) Items specifically listed below in paragraph b.

b. Payment for materials delivered off-site must be made only after receipt of paid invoices listing the value of material and labor incorporated in the items along with a canceled check showing the prime contractor's title to the items delivered off site. Payment for materials delivered off-site must be limited to the following items: .

1.11 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work must be as set forth in the GENERAL CONDITIONS (CONTRACT CLAUSES) clause: "Permits and Responsibilities." However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood or earthquake, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor is responsible to make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such work an equitable adjustment pursuant to GENERAL CONDITIONS (CONTRACT CLAUSES) clause: "Changes," of the contract will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant mustbe repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.12 AVAILABILITY AND USE OF UTILITY SERVICES

Use of public and private utilities will be as found available. The Contractor must make his own arrangements for use of public and private utilities.

1.13 QUANTITY SURVEYS

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS) FAR 52.236.16 QUANTITY SURVEYS (APR 1984).

1.14 VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

SECTION 01 30 00.24 Page 6

REQUIREMENTS).

1.15 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default: (Fixed-Price Construction)." In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

Jan 17 Feb 15 Mar 8 Apr 5 May 5 Jun 6 Jul 4 Aug 4 Sep 5 Oct 4 Nov 5 Dec 16

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the RMS daily CQC report, any occurrence of adverse weather and resultant impact to normally scheduled work, within 24 hours of the event. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day. Describe in the RMS daily CQC reports the critical path item that is being affected and provide the critical path activity number(s) from the current schedule. The COR must acknowledge and accept the agreed upon occurrence of each adverse weather delay in RMS for the delays to be considered as adverse weather delays.

At the end of each month, identify the number of actual adverse weather delay days that includes days impacted by actual adverse weather (even if adverse weather occurred in previous month), calculated chronologically from the first to the last day of each month, and recorded as full days.

If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph b. above, the Contracting Officer will

SECTION 01 30 00.24 Page 7 convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default (Fixed Price Construction)". (ER 415-1-15)

1.16 INSURANCE REQUIRED

In accordance with GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Insurance Work on a Government Installation," procure the following minimum insurance:

Type Amount

Workmen's Compensation and Employer's Liability Insurance $100,000

General Liability Insurance $500,000 per occurrence

Automobile Liability Insurance Bodily injury $200,000 per person and $500,000 per occurrence Property damage $ 20,000 per occurrence

(Coverages per FAR 28.307-2)

1.17 CONTRACTOR QUALITY CONTROL (CQC)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.18 NONDOMESTIC CONSTRUCTION MATERIALS

The list of excepted nondomestic construction materials or their components referenced in the Buy American Construction Material Contract Clauses includes the list set forth in paragraph 25.104 of the Federal Acquisition Regulation.

1.19 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

In order to closely coordinate work under this contract, prepare a written agenda/meeting…