Att 0002 - W9128F25BA001 R-562 specs.pdf

SPECIFICATIONS

(For Construction Contract)

ATR

Solicitation Number W9128F25BA001

Missouri River Basin Missouri River Levee Unit R-562 PL 84-99 Rehabilitation Project Peru, NE

March 2025

US Army Corps of Engineers Omaha District

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R-562 Flood Rehabilitation Missouri River Nebraska MR00104

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 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

01 80 00 AS-BUILT SURVEYS, DIGITAL TERRAIN MODELS AND QUANTITIES

DIVISION 03 - CONCRETE

03 01 00 REHABILITATION OF CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00 GRAVEL SURFACING

32 92 19.10 SEEDING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 16.54 24 SLIDE GATES AND ACTUATORS FOR LEVEES

35 31 19 STONE PROTECTION (RIPRAP, SPALLS, AND BEDDING), AND OTHER

AGGREGATES

35 41 00.24 24 DRAINAGE STRUCTURES FOR LEVEES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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SECTION TABLE OF CONTENTS

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 Flood Protection Works

1.4 DIVERSION AND CARE OF WATER

1.4.1 Payment

1.5 DRAINAGE

1.6 Project Survey and Layout

1.7 DISPOSITION OF CONSTRUCTION FACILITIES

1.8 ACCESS ROADS AND HAUL ROADS

1.8.1 Access Roads

1.8.2 Haul Roads

1.8.3 Joint Use of Transportation Facilities

1.8.4 Waterway Crossings

1.8.5 Ramps

1.8.6 Drainage

1.9 PUBLIC ROADS

1.9.1 Traffic Control Devices

1.9.2 Temporary Traffic Control (TTC)

1.9.3 Operations

1.9.3.1 Flaggers

1.9.4 Road Closure

1.9.5 State and Federal Highways

1.9.6 State and Local Public Roads

1.9.7 City Streets

1.9.8 Utility Lines

1.9.9 Railroad Crossings

1.10 COOPERATION WITH OTHER CONTRACTORS

1.11 ORDER OF WORK

1.12 WINTER WORK

1.13 SUBMITTALS

1.14 WARRANTY OF CONSTRUCTION (MAR 1994)

1.15 TELEPHONE/INTERNET

1.16 PORTABLE TOILETS

1.17 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

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 Flood Protection Works

In all cases where materials in the existing flood protection works are 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 continuous service in an emergency. These ties or

SECTION 01 12 00 Page 2 connections shall be made during periods of suspended construction operations and the Contractor shall leave incompleted pipe outlets and other structures in such conditions as to not interfere with the natural drainage from areas served by these pipes or structures.

1.4 DIVERSION AND CARE OF WATER

Full responsibility for the diversion and care of water from whatever source, including direct rainfall, surface runoff and sources outside of the construction area shall be borne by the Contractor until completion of work under this contract. The Contractor shall make the needed investigation and determination of existing and anticipated conditions concerning care of water. Plans for diversion and care of water during construction of the structure shall be submitted, within 10 calendar days after receipt of Notice to Proceed, for the approval of the Contracting Officer and shall show location, material and method for dewatering the work area and disposal of the water. The area to be occupied by the new structure shall be unwatered and maintained in a "dry" condition until the concrete slabs and walls have been placed satisfactorily and cured in an approved manner. Diversion of the water shall be accomplished without additional disturbance of in-place bank material beyond the limits necessary for placement of the structures.

1.4.1 Payment

Payment for diversion and care of water will be made at the contract lump sum price for "Diversion and Care of Water," which price shall constitute full compensation for all costs of diversion and care of water.

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).

SECTION 01 12 00 Page 3

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 AND HAUL 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, 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.

1.8.2 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 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.

1.8.3 Joint Use of Transportation Facilities

The Contractor may use jointly with Contractors and others, existing

SECTION 01 12 00 Page 4 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.

1.8.4 Waterway Crossings

The Contractor shall construct approved crossings where hauling is to be done across waterways with adequate openings for drainage and streamflow.

Structures for crossings shall be safe for all operating equipment and vehicles and shall be adequate for drainage and flow of the waterway.

After haul for construction has ceased, the structures constructed by the Contractor shall be removed and disposed of as directed.

1.8.5 Ramps

Ramps shall be provided and maintained for access of hauling equipment into excavation and waste areas. Locations, grades and width are subject to review and approval by the Contracting Officer prior to construction.

1.8.6 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.

1.9 PUBLIC ROADS

1.9.1 Traffic Control Devices

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

1.9.2 Temporary Traffic Control (TTC)

The Contractor shall be responsible for the safe control of traffic on all haul and access roads used primarily for the work under these specifications and at their crossings with roads used by others. The Contractor shall, at the Contractor's own expense, furnish all personnel, and traffic control devices necessary for the safe movement of all road users through or around Temporary Traffic Control zone. Traffic control plans, including a listing of equipment and its employment, shall be submitted for review and approval prior to construction.

SECTION 01 12 00 Page 5

1.9.3 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 All required state and/or local permits shall be obtained at the Contractor's expense in advance and shall be provided to the COR. The highways and streets shall be kept open at all times.

1.9.3.1 Flaggers

The Contractor shall provide flaggers when:

a) Construction equipment and/or vehicles are blocking the roadway making it difficult for vehicles to pass or see or due to terrain.

b) One-way traffic is required thru a construction zone.

c) Trucks are pulling onto and/or off of a roadway or operating at a reduced speed causing a hazardous situation for drivers.

d) Anytime the Contractor feels that road users are at risk due to Construction activity.

Flagger shall have all qualifications, high-visibility safety apparel, and appropriate hand-signaling devices in accordance with MUTCD requirements.

The flagger shall be properly trained as required by the state. The Contractor shall furnish all necessary traffic control devices to establish appropriate TTC zone when the Flagger Control is utilized.

1.9.4 Road Closure

At each location designated by the Contracting Officer and where safe operation requires the closing of roads, streets or other travel arteries leading to the work under this contract, the Contractor shall furnish all appropriate traffic control devices to provide safety for motorists, bicyclists, pedestrians, workers, enforcement/emergency officials, and equipment during construction as required by MUTCD. Arrangements for closure of roads, streets or other travel arteries shall be made by the Contractor with local State, County or City officials. The Contractor shall notify the appropriate official in writing at least ten (10) days in advance of the date desired to close a road to traffic and shall furnish a copy of the agreement and approved Temporary Traffic Control plans to the Contracting Officer prior to closure.

1.9.5 State and Federal Highways

Where the Contractor hauls across or on State or Federal highways, the Contractor shall enter into all agreements with the State Highway Commission and shall comply with any restrictions they may impose relative to load limits, care of traffic and cleanup. Such agreements shall clearly relieve the Government of any responsibility for damages resulting from hauling across or on State highways. Copies of such agreements shall be furnished to the Contracting Officer before the Contractor begins hauling on these highways.

1.9.6 State and Local Public Roads

(a) Load Limits:

Nebraska does not require a permit on State or Federal Highways provided

SECTION 01 12 00 Page 6 the load is within legal limits. A permit from the Nebraska Department of Transportation is required for overloads. Copies of such overload permits shall be furnished to the Contracting Officer before the Contractor begins hauling on these highways.

(b) Hauling Regulations:

Prior to start of hauling operations on public roads, the Contractor shall furnish 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.

1.9.7 City Streets

Where the Contractor intends to cross or to use city streets for haul roads the Contractor shall enter into an agreement with the City and shall comply with any restrictions the City may impose relative to load limits, care of traffic and cleanup. Such agreements shall clearly relieve the Government of any responsibility for damage resulting from hauling across or on these highways. A copy of all such agreements shall be furnished the Contracting Officer before the Contractor begins hauling in city streets.

1.9.8 Utility Lines

It shall be the responsibility and obligation of the Contractor to make all arrangements with the affected companies for the necessary moving and alterations of utility lines and the continuation of service during construction as covered by the plans and specifications.

1.9.9 Railroad Crossings

Temporary access and haul road grade crossings over railroad tracks, as requested by the Contractor, shall be constructed and removed by the railroad forces at the expense of the Contractor. Grade crossings constructed for the Contractor by the owner railroad and temporary grade crossings shall be covered by insurance in the amounts specified in Section 01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS, paragraph: Insurance on Railway Right-of-Way.

1.10 COOPERATION WITH OTHER CONTRACTORS

The Contractor shall cooperate and coordinate work with that of the State and 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.

1.11 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 Section 00 73 00 SPECIAL CONTRACT REQUIREMENTS, paragraph: Commencement, Prosecution, and Completion of

SECTION 01 12 00 Page 7

Work. The Contractor shall submit for approval, within 15 days after receipt of notice to proceed a narrative description of the proposed method s of operation.

1.12 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.

1.13 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

(Right-of-Way Agreements)

State and Federal Highways

(Agreements for hauling on highways)

State and Local Public Roads

(Agreements for hauling on roads)

Temporary Traffic Control (TTC); 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)

1.14 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

SECTION 01 12 00 Page 8 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.

(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)

SECTION 01 12 00 Page 9

1.15 TELEPHONE/INTERNET

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

1.16 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 and Government 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.

1.17 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 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 10

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 BID ITEM 1 - CLEARING AND GRUBBING

1.1 Work Included

1.2 Measurement

1.3 Payment

PART 2 BID ITEM 2 - STRIPPING

2.1 Work Includes

2.2 Measurement

2.3 Payment

PART 3 BID ITEM 3 - RIVERSIDE EXISTING DITCH FILL

3.1 Work Included

3.2 Measurement

3.3 Payment

PART 4 BID ITEM 4 - UNDERWATER FILL

4.1 Work Included

4.2 Measurement

4.3 Payment

PART 5 BID ITEM 5 - TOE TRENCH DRAIN PERVIOUS MATERIAL

5.1 Work Included

5.2 Measurement

5.3 Payment

PART 6 BID ITEM 6 - TOE TRENCH DRAIN SPALLS COVER

6.1 Work Included

6.2 Measurement

6.3 Payment

PART 7 BID ITEM 7 - SEEPAGE BERM PERVIOUS FILL

7.1 Work Included

7.2 Measurement

7.3 Payment

PART 8 BID ITEM 8 - COHESIVE FILL

8.1 Work Included

8.2 Measurement

8.3 Payment

SECTION 01 22 00 Page 1

PART 9 BID ITEM 9 - TOPSOIL

9.1 Work Included

9.2 Measurement

9.3 Payment

PART 10 BID ITEM 10 - GRAVEL SURFACING

10.1 Work Included

10.2 Measurement

10.3 Payment

PART 11 BID ITEM 11 - SEEDING & MULCHING

11.1 Measurement

11.2 Payment

PART 12 BID ITEM 12 - EROSION CONTROL BLANKET

12.1 Work Included

12.2 Measurement

12.3 Payment

PART 13 BID ITEM 13 - STONE PROTECTION

13.1 BID ITEM 13A - RIPRAP TYPE A

13.1.1 Work Included

13.1.2 Measurement

13.1.3 Payment

13.2 BID ITEM 13B - RIPRAP TYPE B

13.2.1 Work Included

13.2.2 Measurement

13.2.3 Payment

13.3 BID ITEM 13C - RIPRAP TYPE C

13.3.1 Work Included

13.3.2 Measurement

13.3.3 Payment

13.4 BID ITEM 13D - SPALLS

13.4.1 Work Included

13.4.2 Measurement

13.4.3 Payment

13.5 BID ITEM 13E - BEDDING

13.5.1 Work Included

13.5.2 Measurement

13.5.3 Payment

PART 14 BID ITEM 14 - DRAINAGE STRUCTURE STA. 357+40 REMOVAL

14.1 Work Included

14.2 Measurement

14.3 Payment

PART 15 BID ITEM 15 - DRAINAGE STRUCTURE STA. 654+50 -

REMOVAL/REPLACEMENT

15.1 Work Included

15.2 Measurement

15.3 Payment

SECTION 01 22 00 Page 2

PART 16 BID ITEM 16 - DRAINAGE STRUCTURE STA. 673+45, 115' Rt. -

REMOVAL/REPLACEMENT

16.1 Work Included

16.2 Measurement

16.3 Payment

PART 17 BID ITEM 17 - DRAINAGE STRUCTURE STA. 673+45, 200' Rt. - REMOVAL

17.1 Work Included

17.2 Measurement

17.3 Payment

PART 18 BID ITEM 18 - DRAINAGE STRUCTURE STA. 673+45, 400' Rt.

18.1 Work Included

18.2 Measurement

18.3 Payment

PART 19 BID ITEM 19 - ANCHOR REINFORCED VEGETATION SYSTEM

19.1 25.1 Work Includes

19.2 25.2 Measurement

19.3 25.3 Payment

PART 20 BID ITEM 20 - TILLING - Riverside Regrading

20.1 Work Includes

20.2 Measurement

20.3 Payment

PART 21 BID ITEM 21 - RIVERSIDE AND LANDSIDE LEVEE TOE REPAIRS

21.1 Work Includes

21.2 Measurement

21.3 Payment

PART 22 BID ITEM 22 - RIVERSIDE AND LANDSIDE LEVEE SIDE SLOPE REPAIRS

22.1 Work Includes

22.2 Measurement

22.3 Payment

PART 23 BID ITEM 23 - LEVEE CREST EROSION REPAIRS GRADING

23.1 Work Includes

23.2 Measurement

23.3 Payment

PART 24 BID ITEM 24 - LANDSIDE SEEPAGE BERM REPAIRS

24.1 Work Includes

24.2 Measurement

24.3 Payment

PART 25 BID ITEM 25 - LEVEE TURNOUT REPAIRS

25.1 Work Includes

25.2 Measurement

SECTION 01 22 00 Page 3

25.3 Payment

PART 26 BID ITEM 26 - EXISTING TOE TRENCH DRAIN REPAIRS

26.1 Work Includes

26.2 Measurement

26.3 Payment

PART 27 BID ITEM 27 - R562 RIVERSIDE SAND BORROW AREA CLEARING &

GRUBBING, AND STRIPPING

27.1 Work Included

27.2 Measurement

27.3 Payment

PART 28 BID ITEM 28 - R573 SAND BORROW CLEARING & GRUBBING, AND STRIPPING

28.1 Work Included

28.2 Measurement

28.3 Payment

PART 29 BID ITEM 29 - BOAT ACCESS BORROW AREA CLEARING & GRUBBING, AND

STRIPPING

29.1 Work Included

29.2 Measurement

29.3 Payment

PART 30 BID ITEM 30 - TOPSOIL BORROW AREA CLEARING & GRUBBING, AND

STRIPPING

30.1 Work Included

30.2 Measurement

30.3 Payment

PART 31 BID ITEM 31 - COHESIVE FILL BORROW AREA CLEARING & GRUBBING, AND

STRIPPING

31.1 Work Included

31.2 Measurement

31.3 Payment

PART 32 BID ITEM 32 - CAMP CREEK SAND BORROW AREA RESTORATION

32.1 Work Included

32.2 Measurement

32.3 Payment

PART 33 BID ITEM 33 - R562 RIVERSIDE SAND BORROW AREA RESTORATION

33.1 Work Included

33.2 Measurement

33.3 Payment

PART 34 BID ITEM 34 - R573 SAND BORROW SITE RESTORATION

34.1 Work Included

34.2 Measurement

34.3 Payment

SECTION 01 22 00 Page 4

PART 35 BID ITEM 35 - BOAT ACCESS BORROW AREA SITE RESTORATION

35.1 Work Included

35.2 Measurement

35.3 Payment

PART 36 BID ITEM 36 - PRIVATE - TOPSOIL BORROW AREA SITE RESTORATION

36.1 Work Included

36.2 Measurement

36.3 Payment

PART 37 BID ITEM 37 - PRIVATE - COHESIVE FILL BORROW AREA SITE

RESTORATION

37.1 Work Included

37.2 Measurement

37.3 Payment

PART 38 BID ITEM 38 - ALL REMAINING WORK

38.1 Work Included

38.2 Measurement

38.3 Payment

SECTION 01 22 00 Page 5

SECTION 01 22 00

MEASUREMENT AND PAYMENT

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 proposal schedule.

Interim Measurement/Payments: Interim measurements and/or payments maybe adjusted to take account of partially completed work.

BIDDING ITEMS

SECTION 01 22 00 Page 6

PART 1 BID ITEM 1 - CLEARING AND GRUBBING

1.1 Work Included

The work includes all material, equipment and labor necessary to satisfactorily remove and dispose of all trees, clearing and disposing of vegetation and miscellaneous debris, removal of pavements and the disposal of unsuitable materials and any other cleared or grubbed material, and hauling of debris offsite.

1.2 Measurement

Job

1.3 Payment

Payment for this item shall be made on a progressive basis, based on the amount of work completed at the job price as indicated on the Bidding Schedule.

PART 2 BID ITEM 2 - STRIPPING

2.1 Work Includes

This work includes equipment and labor, including all incidental and customarily performed work, necessary for stripping topsoil including grass, and vegetation to the depths as specified and hauling and placing in stockpiles or designated areas.

2.2 Measurement

Job.

2.3 Payment

Payment for this item shall be made on a progressive basis, based on the amount of work completed at the job price as indicated on the Bidding Schedule.

PART 3 BID ITEM 3 - RIVERSIDE EXISTING DITCH FILL

3.1 Work Included

The work includes furnishing all material, equipment and labor necessary for filling in existing Riverside Ditch with compacted embankment materials (cohesive fill) riverward of the existing levee from Sta. 606+50 to 673+50 after clearing & grubbing, and stripping and stockpiled for later use as topsoil as specified herein and shown on the drawings.

3.2 Measurement

Per Cubic Yard. The quantity of cohesive fill shall be determined based on stripping surveys of the area to receive cohesive material prior to authorized fill. Measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard using methods

SECTION 01 22 00 Page 7 discussed in SECTION 01 80 00, AS-BUILT SURVEYS, DIGITAL TERRAIN MODELS AND QUANTITIES. Cubic yardage of compacted compacted embankment (cohesive fill) shall be determined by quantity survey performed at a spacing not to exceed spacing specified or whenever a change in geometry occurs, whichever is more frequent. The quantities shall be determined from stripping surveys, and compacted embankment (cohesive fill) surveys prior to placement of topsoil from stripping.

3.3 Payment

Applicable unit price times the number of cubic yards excavated.

PART 4 BID ITEM 4 - UNDERWATER FILL

4.1 Work Included

The work of this item includes all equipment and labor, including all incidental and customarily performed work necessary for excavating from designated sand borrow areas, hauling, placing, grading, and compacting underwater fill material.

4.2 Measurement

Per Cubic Yard. The quantity of underwater fill shall be determined based on hydrographic and topographic surveys of areas to receive underwater fill prior to authorized fill. Measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard using methods discussed in SECTION 01 80 00, AS-BUILT SURVEYS, DIGITAL TERRAIN MODELS AND QUANTITIES. Cubic yardage of underwater fill shall be determined by quantity survey performed at a spacing not to exceed spacing specified or whenever a change in geometry occurs, whichever is more frequent. The quantities shall be determined from hydrographic and topographic surveys of ground surface below water surface and stripped surface above water surface, and final underwater fill surveys prior to placement of additional material i.e. cohesive fill, previous fill, compacted embankment, etc.

4.3 Payment

Payment for underwater fill shall be based on the unit price per cubic yard as indicated on the Bidding Schedule multiplied by the actual number of cubic yards acceptably placed according to plans and specifications.

PART 5 BID ITEM 5 - TOE TRENCH DRAIN PERVIOUS MATERIAL

5.1 Work Included

The work includes all materials, equipment and labor of furnishing, hauling, handling, placing and compacting, care of water, erosion protection measures to prevent contamination from sediment deposition from runoff, the work associated and all work incidental to the completion of the required work according to the plans and specifications.

5.2 Measurement

Per Ton. Toe trench drain previous material will be measured for payment by the number of tons of surfacing satisfactorily placed as specified in

SECTION 01 22 00 Page 8

SECTION 35 31 19, STONE PROTECTION. The surfacing material shall be weighed: (1) on public or private scales which have been certified by the State. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self printing scales are used, or a copy signed by a public or bonded weighmaster as each load is delivered; or (2) toe trench drain pervious material may be weighed on the Contractor furnished scales under the supervision of the Government inspector. Each printed weigh bill shall contain the following: date; time; unit number;

time of gross, tare and net weight; name of project; contractor; contract number; and signature of bonded weighmaster. All riprap material shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton.

5.3 Payment

Payment for toe trench drain previous material shall be based on the unit price per ton as indicated on the Bidding Schedule multiplied by the actual number of tons needed to complete the required work according to plans and specifications.

PART 6 BID ITEM 6 - TOE TRENCH DRAIN SPALLS COVER

6.1 Work Included

The work includes all materials, equipment and labor of furnishing, hauling, handling, placing and compacting, care of water, erosion protection measures to prevent contamination from sediment deposition from runoff, the work associated and all work incidental to the completion of the required work according to the plans and specifications.

6.2 Measurement

Per Ton. Toe trench drain previous material will be measured for payment by the number of tons of surfacing satisfactorily placed as specified in SECTION 35 31 19, STONE PROTECTION. The surfacing material shall be weighed: (1) on public or private scales which have been certified by the State. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self printing scales are used, or a copy signed by a public or bonded weighmaster as each load is delivered; or (2) toe trench drain spalls material may be weighed on the Contractor furnished scales under the supervision of the Government inspector. Each printed weigh bill shall contain the following: date; time; unit number;

time of gross, tare and net weight; name of project; contractor; contract number; and signature of bonded weighmaster. All riprap material shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton.

6.3 Payment

Payment for toe trench drain spalls cover shall be based on the unit price per ton as indicated on the Bidding Schedule multiplied by the actual number of tons needed to complete the required work according to plans and specifications.

SECTION 01 22 00 Page 9

PART 7 BID ITEM 7 - SEEPAGE BERM PERVIOUS FILL

7.1 Work Included

The work of this item includes all equipment and labor, including all incidental and customarily performed work necessary for excavating from designated borrow areas, hauling, placing, discing, grading, and compacting seepage berm pervious fill material.

7.2 Measurement

Per Cubic Yard. The quantity of seepage berm pervious fill shall be determined based on stripping/excavation and underwater fill survey areas to receive seepage berm pervious fill material prior to authorized fill.

Measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard using methods discussed in

SECTION 01 80 00, AS-BUILT SURVEYS, DIGITAL TERRAIN MODELS AND

QUANTITIES. Cubic yardage of seepage berm pervious fill shall be determined by quantity survey performed at a spacing not to exceed spacing specified or wherever a change in geometry occurs, whichever is more frequent. The quantities shall be determined from stripping/excavation and underwater fill surveys, and seepage berm pervious fill surveys prior to placement of additional material on the seepage berm pervious fill material i.e topsoil, cohesive fill, gravel surfacing, stone protection, etc.

7.3 Payment

Payment for seepage berm pervious fill shall be based on the unit price per cubic yard as indicated on the Bidding Schedule multiplied by the actual number of cubic yards acceptably placed according to plans and specifications.

PART 8 BID ITEM 8 - COHESIVE FILL

8.1 Work Included

The work of this item includes all equipment and labor, including all incidental and customarily performed work necessary for excavating from designated borrow areas, hauling, placing, discing, grading, and compacting cohesive fill material.

8.2 Measurement

Per Cubic Yard. The quantity of cohesive fill shall be determined based on stripping/excavation and underwater fill survey areas to receive cohesive material prior to authorized fill. Measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard using methods discussed in SECTION 01 80 00, AS-BUILT SURVEYS, DIGITAL TERRAIN MODELS AND QUANTITIES. Cubic yardage of compacted cohesive fill shall be determined by quantity survey performed at a spacing not to exceed spacing specified or whenever a change in geometry occurs, whichever is more frequent. The quantities shall be determined from stripping/excavation and underwater fill surveys, and compacted cohesive fill surveys prior to placement of additional material on the compacted cohesive fill i.e topsoil, gravel surfacing, stone protection, etc.

SECTION 01 22 00 Page 10

8.3 Payment

Payment for cohesive fill shall be based on the unit price per cubic yard as indicated on the Bidding Schedule multiplied by the actual number of cubic yards acceptably placed according to plans and specifications.

PART 9 BID ITEM 9 - TOPSOIL

9.1 Work Included

The work includes all materials, equipment and labor to complete all items of work, including all stockpiling of topsoil, hauling from stockpiles,hauling from topsoil borrow sites, placing, compaction, spreading topsoil and maintenance of topsoil in areas as shown on the drawings and specified herein.

9.2 Measurement

Per Cubic Yard. The quantity of topsoil shall be determined based on stripping/excavation, cohesive fill, seepage berm pervious fill and underwater fill survey areas to receive topsoil prior to authorized placement of topsoil and topsoil surveyed areas. Measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard using methods discussed in SECTION 01 80 00, AS-BUILT SURVEYS, DIGITAL TERRAIN MODELS AND QUANTITIES. Cubic yardage of topsoil shall be determined by quantity survey performed at a spacing not to exceed spacing specified or whenever a change in geometry occurs, whichever is more frequent. The quantities shall be determined from stripping/excavation and underwater fill surveys, and compacted cohesive fill surveys prior to placement of additional material on the compacted cohesive fill i.e topsoil, gravel surfacing, stone protection, etc.

9.3 Payment

Payment for topsoil shall be based on the unit price per cubic yard as indicated on the Bidding Schedule multiplied by the actual number of cubic yards acceptably placed according to plans and specifications.

PART 10 BID ITEM 10 - GRAVEL SURFACING

10.1 Work Included

The work includes all materials, equipment and labor of furnishing, hauling, handling, placing and compacting the gravel surfacing on the levee crest, access roads, access ramps, turnouts, and turnarounds as specified herein and shown on the drawings.

10.2 Measurement

Per Ton. Gravel surfacing material will be measured for payment by the number of tons of surfacing satisfactorily placed as specified in SECTION 32 15 00, GRAVEL SURFACING. The surfacing material shall be weighed: (1) on public or private scales which have been certified by the State. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self printing scales are used, or a copy signed by a public or bonded weighmaster as each load is delivered; or (2) gravel surfacing material may be weighed on the Contractor furnished scales under

SECTION 01 22 00 Page 11 the supervision of the Government inspector. Each printed weigh bill shall contain the following: date; time; unit number; time of gross, tare and net weight; name of project; contractor; contract number; and signature of bonded weighmaster. All surfacing material shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton.

10.3 Payment

Payment for gravel surfacing shall be based on the unit price per ton as indicated on the Bidding Schedule multiplied by the actual number of tons needed to complete the required work according to plans and specifications.

PART 11 BID ITEM 11 - SEEDING & MULCHING

This work shall include but not be limited to all materials, equipment, labor and all other incidental work needed for seeding and mulching of disturbed areas, to complete the requirements according to the drawings and specifications as specified herein.

11.1 Measurement

Acre. All areas to be seeded will be measured by the acre (measured to the nearest one-tenth acre).

11.2 Payment

Applicable unit price times the number of acres seeded.

PART 12 BID ITEM 12 - EROSION CONTROL BLANKET

12.1 Work Included

The work includes all materials, equipment and labor to place an erosion control blanket as required.

12.2 Measurement

Square Yard. All seeded areas to receive an erosion control blanket will be measured by the square yard.

12.3 Payment

Applicable unit price times the number of square yards blanketed.

PART 13 BID ITEM 13 - STONE PROTECTION

13.1 BID ITEM 13A - RIPRAP TYPE A

13.1.1 Work Included

The work includes all materials, equipment and labor of furnishing, hauling, handling, placing and compacting, care of water, the work associated and all work incidental to the completion of the required work according to the plans and specifications. Riprap Type A in combination

SECTION 01 22 00 Page 12 with Riprap Type B stone protection shall be used to fill in voids of Riprap Type C acceptably placed.

13.1.2 Measurement

Per Ton. Riprap Type A material will be measured for payment by the number of tons of surfacing satisfactorily placed as specified in SECTION 35 31 19, STONE PROTECTION. The surfacing material shall be weighed: (1) on public or private scales which have been certified by the State. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self printing scales are used, or a copy signed by a public or bonded weighmaster as each load is delivered; or (2) riprap material may be weighed on the Contractor furnished scales under the supervision of the Government inspector. Each printed weigh bill shall contain the following: date; time; unit number; time of gross, tare and net weight; name of project; contractor; contract number; and signature of bonded weighmaster. All riprap material shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton.

13.1.3 Payment

Payment for Riprap Type A shall be based on the unit price per ton as indicated on the Bidding Schedule multiplied by the actual number of tons needed to complete the required work according to plans and specifications.

13.2 BID ITEM 13B - RIPRAP TYPE B

13.2.1 Work Included

The work includes all materials, equipment and labor of furnishing, hauling, handling, placing and compacting, care of water, the work associated and all work incidental to the completion of the required work according to the plans and specifications. Riprap Type B in combination with Riprap Type A stone protection shall be used to fill in voids of Riprap Type C acceptably placed.

13.2.2 Measurement

Per Ton. Riprap Type B material will be measured for payment by the number of tons of surfacing satisfactorily placed as specified in SECTION 35 31 19, STONE PROTECTION. The surfacing material shall be weighed: (1) on public or private scales which have been certified by the State.