A22 - SPEC_AMND-2022-02-25-0003.pdf

22B0003

AMEND 0003

_ The following modifications are made to the SCHEDULE OF PRICES, Section 00 73 05, Section 01 11 00, Section 01 22 00, SUBMITTAL REGISTER, SECTION 01 57 19, Section 31 00 00, Section 31 23 19, Section 32 32 48, Section 33 05 23, and the DRAWINGS.

SCHEDULE OF PRICES

a. ALL PAGES. Delete the Schedule of Prices in its entirety, and substitute therefor revised Schedule of Prices, Amendment 0003, dated February 25, 2022.

SECTION 00 73 05

b. PAGES 11 THROUGH 17. Delete Section 00 73 05 Pages 11 through 17 in their entirety, and substitute therefor revised Section 00 73 05 Pages 11 through 17, Amendment 0003, dated February 25, 2022.

SECTION 01 11 00

c. PAGE 2. Delete Section 01 11 00 Page 2 in its entirety, and substitute therefor revised Section 01 11 00 Page 2, Amendment 0003, dated February 25, 2022.

SECTION 01 22 00

d. ALL PAGES. Delete Section 01 22 00 in its entirety, and substitute therefor revised Section 01 22 00, Amendment 0003, dated February 25, 2022.

SUBMITTAL REGISTER

e. PAGES 10 THROUGH 14. Delete Submittal Register Pages 10 through 14 in their entirety, and substitute therefor revised Submittal Register Pages 10 through 14, Amendment 0003, dated February 25, 2022.

SECTION 01 57 19

f. PAGES 2, 3, AND 14 THROUGH 24. Delete Section 01 57 19 Pages 2, 3, and 14 through 24 in their entirety, and substitute therefor revised and new Section 01 57 19 Pages 2, 3, and 14 through 25, Amendment 0003, dated February 25, 2022.

g. ATTACHMENT B. Insert new Section 01 57 19 ATTACHMENT B immediately after new Section 01 57 19 ATTACHMENT A (Page 25).

SECTION 31 00 00

h. PAGES 16 THROUGH 23. Delete Section 31 00 00 Pages 16 through 23 in their entirety, and substitute therefor revised Section 31 00 00 Pages 16 through 23, Amendment 0003, dated February 25, 2022.

22B0003

AMEND 0003

SECTION 31 23 19

i. ALL PAGES. Delete Section 31 23 19 in its entirety, and substitute therefor revised Section 31 23 19, Amendment 0003, dated February 25, 2022.

j. ATTACHMENTS A AND B. Delete Section 31 23 19 Attachments A and B in their entirety.

SECTION 32 32 48

k. PAGES 3 THROUGH 6. Delete Section 32 32 48 Pages 3 through 6 in their entirety, and substitute therefor revised Section 32 32 48 Pages 3 through 6, Amendment 0003, dated February 25, 2022.

SECTION 33 05 23

l. PAGES 3 THROUGH 15. Delete Section 33 05 23 Pages 3 through 15 in their entirety, and substitute therefor revised and new Section 33 05 23 Pages 3 through 16, Amendment 0003, dated February 25, 2022.

DRAWINGS (SUPERSEDED AND NEW)

m. Revised and new drawings listed below are being issued with this Amendment. Such revised drawings supersede those of the same sheet identification numbers listed in the INDEX OF DRAWINGS included in the set of drawings furnished with Solicitation No. W912EK22B0003, dated February 2, 2022.

VOLUME 103, SHEETS C-105 and C-106 VOLUME 108, SHEETS GI005, GC101, and CF305 VOLUME 109, SHEETS GI004, BB103, BB613 (NEW), CT101, and CT512

VOLUME 110, SHEETS CI101

ATTACHMENTS: Schedule of Prices; Section 00 73 05 Pages 11 through 17;

Section 01 11 00 Page 2; Section 01 22 00; Submittal Register Pages 10 through 14; Section 01 57 19 Pages 2, 3, and 14 through 25; Section 01 57 19 ATTACHMENT B; Section 31 00 00 Pages 16 through 23; Section 31 23 19; Section 32 32 48 Pages 3 through 6; Section 33 05 23 Pages 3 through 16;

C-105, C-106, GI005, GC101, CF305, GI004, BB103, BB613, CT101,

CT512, and CI101

B5CEDRPD202001 - Cedar Rapids FRM Reach 1 McLoud Run Lower Channel, Mohawk Road, Culverts, and Levee Cedar Rapids, IA SCHEDULE OF PRICES

Solicitation No. W912EK22B0003

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

BASE BID

McLoud Run Lower Reach Channel

0301 Mobilization and Demobilization 1 JOB XXXXXXXX $

0302 Clearing, Grubbing, and Stripping 1 JOB XXXXXXXX $

0303 Demolition 1 JOB XXXXXXXX $

0304 Channel Excavation

0304AA First 23,480 Cubic Yards 23,480 CY $ $

0304AB Over 23,480 Cubic Yards 4,150 CY $ $

0305 Channel Fill

0305AA First 670 Cubic Yards 670 CY $ $

0305AB Over 670 Cubic Yards 120 CY $ $

0306 Disposal of Unsatisfactory Material Offsite

0306AA First 22,820 Cubic Yards 22,820 CY $ $

0306AB Over 22,820 Cubic Yards 4,030 CY $ $

0307 Bedding Stone (Grade 3)

0307AA First 2,500 Tons 2,500 TN $ $

0307AB Over 2,500 Tons 450 TN $ $

0308 Riprap (Class C)

0308AA First 4,940 Tons 4,940 TN $ $

0308AB Over 4,940 Tons 880 TN $ $

AMEND. 0003

25 FEB 2022

Culverts, and Levee Cedar Rapids, IA SCHEDULE OF PRICES (continued)

Solicitation No. W912EK22B0003

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0309 Riprap (Class E)

0309AA First 2,000 Tons 2,000 TN $ $

0309AB Over 2,000 Tons 360 TN $ $

0310 Flood Barriers 867 CY $ $

0311 Lunkers 6 EA $ $

0312 Boulders 4 EA $ $

0313 Site Restoration and Seeding 1 JOB XXXXXXXX $

0314 UPRR Permits and Submittals 1 JOB XXXXXXXX $

OPTION A

Mohawk Road Access

1001 Work Zone Traffic Control 1 JOB XXXXXXXX $

1002 Clearing, Grubbing, and Stripping 1 JOB XXXXXXXX $

1003 Demolition 1 JOB XXXXXXXX $

1004 Storm Sewer Extensions 2 EA $ $

1005 Granular Surfacing

1005AA First 720 Tons 720 TN $ $

1005AB Over 720 Tons 130 TN $ $

1006 Bedding Stone (Grade 13)

1006AA First 1,500 Tons 1,500 TN $ $

1006AB Over 1,500 Tons 300 TN $ $

TOTAL OF ESTIMATED AMOUNTS - BASE BID

(ITEM NOS. 0301 THROUGH 0314, INCL.)

AMEND. 0003

Culverts, and Levee Cedar Rapids, IA SCHEDULE OF PRICES (continued)

Solicitation No. W912EK22B0003

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

1007 Riprap (Class C)

1007AA First 2,810 Tons 2,810 TN $ $

1007AB Over 2,810 Tons 500 TN $ $

1008 Relocate Sign Assembly 1 EA $ $

1009 Temporary Chain Link Fence 1,662 LF $ $

McLoud Run Lower Reach Culverts 1901 Mobilization and Demobilization 1 JOB XXXXXXXX $

1902 Demolition and Deconstruction 1 JOB XXXXXXXX $

1903 Work Zone Traffic Control 1 JOB XXXXXXXX $

1904 Deleted XXX XXXXXXXX XXXXXXXX

1905 Clearing, Grubbing, and Stripping 1 JOB XXXXXXXX $

1906 Structural Concrete 470 CY $ $

1907 Retaining Wall 1 JOB XXXXXXXX $

1908 Aggregate Surfacing

1908AA First 320 Tons 320 TN $ $

1908AB Over 320 Tons 60 TN $ $

1909 96 inch Steel Pipe 488 LF $ $

1910 Bedding Stone (Grade 3)

1910AA First 620 Tons 620 TN $ $

1910AB Over 620 Tons 80 TN $ $

AMEND. 0003

Culverts, and Levee Cedar Rapids, IA SCHEDULE OF PRICES (continued)

Solicitation No. W912EK22B0003

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

1911 Riprap (Class C)

1911AA First 2,050 Tons 2,050 TN $ $

1911AB Over 2,050 Tons 250 TN $ $

1912 Riprap (Class E)

1912AA First 40 Tons 40 TN $ $

1912AB Over 40 Tons 10 TN $ $

1913 Channel Excavation

1913AA First 5,610 Cubic Yards 5,610 CY $ $

1913AB Over 5,610 Cubic Yards 990 CY $ $

1914 Channel Fill

1914AA First 160 Cubic Yards 160 CY $ $

1914AB Over 160 Cubic Yards 30 CY $ $

1915 Disposal of Unsatisfactory Material Offsite

1915AA First 5,460 Cubic Yards 5,460 CY $ $

1915AB Over 5,460 Cubic Yards 970 CY $ $

1916 Storm Sewer Outfall 1 JOB XXXXXXXX $

Culverts, and Levee Cedar Rapids, IA SCHEDULE OF PRICES (continued)

Solicitation No. W912EK22B0003

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

1917 Handrail 1 JOB XXXXXXXX $

1918 Site Restoration and Seeding 1 JOB XXXXXXXX $

OPTION B

McLoud Run Lower Reach Levee

2801 Demolition 1 JOB XXXXXXXX $

2802 Sheet Pile 29,302 SF $ $

2803 Levee Excavation

2803AA First 53,710 Cubic Yards 53,710 CY $ $

2803AB Over 53,710 Cubic Yards 9,475 CY $ $

2804 Levee Construction

2804AA First 85,370 Cubic Yards 85,370 CY $ $

2804AB Over 85,370 Cubic Yards 15,065 CY $ $

2805 Settlement Plate 2 EA $ $

2806 Inspection Trench 3,817 CY $ $

2807 Toe Drain 1,000 LF $ $

2808 Topsoil

2808AA First 2,994 Cubic Yards 2,994 CY $ $

2808AB Over 2,994 Cubic Yards 299 CY $ $

2809 Bedding Stone

2809AA First 665 Tons 665 TN $ $

2809AB Over 665 Tons 67 TN $ $

TOTAL OF ESTIMATED AMOUNTS - OPTION A

(ITEM NOS. 1001 THROUGH 1918, INCL.)

AMEND. 0003

25 FEB 2022

Culverts, and Levee Cedar Rapids, IA SCHEDULE OF PRICES (continued)

Solicitation No. W912EK22B0003

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

2810 Riprap

2810AA First 2,410 Tons 2,410 TN $ $

2810AB Over 2,410 Tons 241 TN $ $

2811 Temporary Chain Link Fence 465 LF $ $

2812 Site Restoration and Seeding 1 JOB XXXXXXXX $

CY = CUBIC YARD EA = EACH JOB = LUMP SUM

LF = LINEAR FOOT SF = SQUARE FOOT SY = SQUARE YARD

TN = TON

ENSURE UNIT PRICE AND AMOUNT LINES FOR ALL ITEMS ARE COMPLETED.

THE GOVERNMENT RESERVES THE RIGHT TO EXERCISE "OPTION A"

WITHIN 360 DAYS AFTER THE CONTRACTOR RECEIVES NOTICE

TO PROCEED.

THE GOVERNMENT RESERVES THE RIGHT TO EXERCISE "OPTION B"

WITHIN 180 DAYS AFTER THE CONTRACTOR RECEIVES NOTICE

TO PROCEED.

IF "OPTION A" IS EXERCISED THE CONTRACT DURATION

WILL BE EXTENDED BY 180 DAYS.

IF "OPTION B" IS EXERCISED THE CONTRACT DURATION

WILL BE EXTENDED BY 220 DAYS.

TOTAL OF ESTIMATED AMOUNTS - OPTION B

(ITEM NOS. 2801 THROUGH 2812, INCL.)

TOTAL OF ESTIMATED AMOUNTS - BASE BID, OPTION A, AND OPTION B

(ITEM NOS. 0001 THROUGH 2812 INCL.)

AMEND. 0003

Solicitation No. W912EK22B0003

Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, make the repairs as directed and full compensation for such repairs will be made at the applicable Contract unit or job prices as fixed and established in the Contract. If, in the opinion of the Contracting Officer, there are no Contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Contract Clause 52.243-4 CHANGES, 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 job price. Except as provided, repair the damage to all work (including temporary construction), utilities, materials, equipment, and plant to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.18 SPECIAL SAFETY REQUIREMENTS

Remove any employee of the Contractor who disregards safety regulations or displays unsafe attitudes and actions from the job site, as directed and in accordance with EM 385-1-1. When working over or near water, work in accordance with 29 CFR 1926.106, Section 19.A.07(i).

a. Provide employees working over or near water, where the danger of drowning exists, with U.S. Coast Guard approved life jackets or buoyant work vests, as applicable.

b. Prior to and after each use, inspect buoyant work vests or life preservers for defects which would alter their strength or buoyancy.

Do not use defective units, as applicable.

1.19 LOCATION OF PARKING, STAGING, AND STORAGE AREAS

The Contractor's parking, staging, and storage areas are as indicated or as directed.

1.20 ELECTRICAL POWER LINES

Study the Contract drawings and site and know in detail all locations of power lines within the rights-of-way. Prior to performing any construction operation adjacent to power lines, provide appropriate danger signs where any equipment scheduled for use on the site is capable of contacting such lines. To confirm the location of underground lines, contact the appropriate council listed in paragraph ONE CALL SYSTEMS FOR EXCAVATORS.

Either shut off aerial power lines and prevent the lines from being energized, or maintain clearances required by EM 385-1-1. Do not proceed working into dangerous areas without assigning additional Contractor employees to the crew to watch the movements of other personnel and equipment. Ensure that designated clearances are maintained.

The overhead electric lines crossing McLoud Run are operated by ITC.

Contact ITC Field Supervisor to request information and permitting potential line outages. The low point on the bottom circuit is approximately elevation 773 feet. Circuit information is as follows:

Bottom Circuit - Stoney Point to 6th Street - 115kV;

Top Circuit - DAEC to DT Industrial - 161kV

DOCUMENT 00 73 05 Page 11 AMEND. 0003

25 FEB 2022

1.21 ONE CALL SYSTEMS FOR EXCAVATORS

One call systems, established by law, are operated by owners of underground facilities for excavators. Upon notification by an excavator through a one call system, all participating operators of underground facilities in a covered area will identify and locate their facilities. Use of a ground penetrating radar or services of a utility locating company is acceptable to the Government. Identify One Call systems by contacting the applicable Utility Location and Coordination Council, as follows:

"Call Before You Dig" Telephone No.: 811 Internet: http://www.call811.com

Iowa One Call 320 LeClaire Street Davenport, Iowa 52801 Telephone No.: Toll Free: 800-292-8989

1.22 DELAYS DUE TO HIGH WATER

Upon mobilization and continuing throughout the Contract, record on the daily CQC report, the high water level elevation at the site and any resultant impact to normally scheduled Contract work or specify specifics.

The Contract period will be extended by the number of calendar days that water levels prevent such work. The Government will not reimburse the Contractor for standby costs associated with delays caused by high water levels. Delays caused by high water levels will not be the basis for an adjustment in Contract price. Refer to paragraph ADDITIONAL PHYSICAL DATA CLAUSE INFORMATION, Historic River Level Data for the Duration Curves.

Accurately interpret gauges and duration curves.

1.23 HIGH WATER ACTION PLAN

Provide a high water action plan that details the Contractor's activities to minimize the adverse effects of high water. Include protection of accomplished work and Contractor's equipment and personnel. Include emergency measures to restore any damaged sections of the project.

Emergency measures must provide sound engineering methods that provide protection at or greater than the height of the existing pre-project feature should a flood occur. See ATTACHMENT A - Flood Contingency Plan Form, located at the end of this Section.

1.24 ADDITIONAL PHYSICAL DATA CLAUSE INFORMATION

Additional Contractor information associated with the Contract Clause

52.236-4 PHYSICAL DATA.

(b) Weather Conditions

National Weather Service climatological data consisting of precipitation and temperature records observed at Cedar Rapids, Iowa, are shown in the table below. These data are based on monthly averages for the 10-year period 2011-2020, inclusive.

PRECIPITATION TEMPERATURE (Degrees Fahrenheit)

Days Over Days Over Total Average Average Monthly Days Below

DOCUMENT 00 73 05 Page 12 AMEND. 0003

Month 0.1" 0.5" For Month Maximum Minimum Average 32 Degrees

January 2 0 0.77 29 12 20 30 February 3 0 1.03 32 14 23 27 March 5 1 1.77 47 27 37 22 April 8 3 3.95 60 37 48 10 May 8 3 4.08 72 50 61 0 June 9 4 6.52 81 60 71 0 July 5 2 3.32 84 64 74 0 August 5 2 3.04 82 60 71 0 September 6 3 4.10 77 53 65 0 October 6 2 3.05 61 40 51 8 November 4 2 2.13 47 27 37 21 December 3 1 1.73 36 19 27 27

(d) Reference Drawings

Provided as a separate file, reference drawings are to be used for reference only. Drawings are the property of the Government and are not to be used for any purpose other than that intended by the Contract.

(e) Hydraulic Data

Daily and historic river gauge readings from the Cedar River Gauge can be obtained from the U.S. Army Corps of Engineers web site as follows:

1. Go to http://www.rivergages.com

2. In Block "Choose an Option" Select Rock Island District or click on the Rock Island icon on the Map

3. In Block "Choose a Basin" Select Cedars River Basin

4. Scroll to locate Cedar River at Cedar Rapids, Iowa

5. Review date range, stage or elevation, and choose output format (plot, tabulate, tabulate yearly)

Historic river duration curves may be constructed using the data provided in the output. Additional information and support is available upon request.

(f) Environmental Report

A Feasibility Study Report with Integrated Environmental Assessment, providing information on the potential types, quantities, locations, and condition of constructing a levee system finds this project will not have a significant impact on the quality of human environment, the urban trout stream (McLoud Run) or bald eagles nests adjacent to the stream. The project will have only minor and short term impacts on fish, mussels, and wildlife resources and water quality. The Environmental Assessment is available online from the USACE Rock Island District Cedar Rapids, Iowa Flood Risk Management project information page.

(g) Geotechnical Data

ATTACHMENT B - Appendix D: Geotechnical Design Documentation Report (DDR), is provided as reference data to be used for reference only.

Other subsurface information made for this Contract is available for examination upon request to the U.S. Army Engineer District, Rock

DOCUMENT 00 73 05 Page 13 AMEND. 0003

Island, Attn: Geotechnical Branch (EC-G), Clock Tower Building, P.O.

Box 2004, Rock Island, Illinois 61204-2004.

1.25 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

(a) Provision ER 415-1-15 specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract Clause 52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION). In order for the Contracting Officer to award a time extension under this clause, the following conditions to occur:

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

(2) The unusually severe weather to actually cause a delay to the completion of the project. The delay is 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 constitutes the base line for monthly weather time evaluations. The Contractor's progress schedule to reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (7) DAY WORK WEEK

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

(31) (28) (27) (18) (08) (09) (05) (05) (06) (14) (25) (30)

(c) Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the Contract, record on the daily Contractor's quality control report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Include days impacted by actual adverse weather for the number of actual adverse weather delay days (even if adverse weather occurred in the previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clause 52.249-10 DEFAULT

(FIXED-PRICE CONSTRUCTION).

1.26 IOWA SALES AND USE TAX EXEMPTION CERTIFICATE

Materials that are to be physically incorporated into real estate owned by the United States Government are exempt from Iowa sales and use taxes.

However, sales of tools, fuel, lumber for forms and other end use or consumption items which are not physically incorporated into real estate are taxable sales. The Government will provide the Contractor and its subcontractors an exemption certificate/authorization letter, which may be used when purchasing materials to establish their tax-exempt status.

DOCUMENT 00 73 05 Page 14 AMEND. 0003

1.27 PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

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 Davis-Bacon Act as stated in FAR 52.222-8, PAYROLLS AND BASIC RECORDS and FAR 52.222-13, COMPLIANCE

WITH DAVIS-BACON AND RELATED ACT REGULATIONS.

If the Contractor elects to use an electronic Davis-Bacon payroll processing system, then 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 Davis-Bacon and related Act regulations. When the Contractor uses an electronic Davis-Bacon payroll system, ensure that the electronic payroll service prepares, processes, and maintains the relevant payrolls and basic records during all work under this construction Contract and is capable of preserving these payrolls and related basic records for the required 3 years after Contract completion. If the Contractor chooses to use an electronic Davis-Bacon payroll system, then obtain and provide electronic system access to the Government, as required to comply with the Davis-Bacon and related Act regulations over the duration of this construction Contract. Include electronic review access by the Government Contract administration office to the electronic payroll processing system used by the Contractor.

Ensure that the Contractor's provision and use of an electronic payroll processing system meets the following basic functional criteria:

commercially available; compliant with appropriate Davis-Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the Contract;

capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://rmssupport.helpserve.com/) for export in an Excel spreadsheet to be imported into Resident Management System - Contractor Mode (RMS CM), that in turn exports payroll data to the Resident Management System - Government Mode (RMS GM); demonstrated security of data and data entry rights; ability to produce Contractor-certified electronic versions of weekly payroll data; ability to identify erroneous entries and track the data/time of all versions of the certified Davis-Bacon payrolls submitted to the Government over the life of the Contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the Contract closeout. Provide this durable record copy of data from the electronic Davis-Bacon payroll processing system to the Government during Contract closeout.

Include all Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service in the Contractor's price for the overall work under the Contract. The costs for Davis-Bacon Act compliance using electronic payroll processing services are not a separately bid, proposed, or reimbursed item under this Contract.

1.28 AVAILABILITY AND USE OF UTILITY SERVICES

The Government will not make utility or facility services available to the Contractor. Provide utility services and maintain within the construction area a minimum field-type sanitary facility.

DOCUMENT 00 73 05 Page 15 AMEND. 0003

1.29 WORKING IN THE VICINITY OF STRUCTURES AND UTILITY CROSSINGS

a. Exercise caution when working in the vicinity of structures and utility crossings. Repair of any damage resulting from excessive or improper excavation is the responsibility of the Contractor.

b. Submit a detailed plan of operation at each pipeline, utility crossing or proposed excavation near existing structures. Include emergency measures to be taken in the event of an accident. Notify the owners of pipelines, utilities, and/or structures at least 3 calendar days prior to operating within 150 feet of a pipeline, utility, and/or structure.

The Contractor is responsible for any damage to structures or utilities due to Contractor's operations.

1.30 REQUIREMENTS FOR WORK WITHIN AND ADJACENT TO RAILROAD RIGHTS-OF-WAY

Requirements for railroad flagging, insurance, minimum safety, utilities, temporary shoring, and permits for project work within and adjacent to the Railroad rights-of-way may be obtained from http://www.up.com/real_estate/index.htm. Before commencing any work within 50 feet of a track belonging to the Railroad, obtain a temporary occupancy permit from the Railroad.

a. Cooperate and coordinate with the Railroad where work is over, under, on, and adjacent to Railroad rights-of-way ("Railroad Property") during project construction.

b. All Contractor personnel must be trained in accordance with all regulatory and Union Pacific safety requirements prior to performing work. The Contractor is responsible for ensuring all Contractor personnel have in their possession any required identification, certifications, and licenses necessary when performing work within the Railroad rights-of way.

c. Plan, schedule, and conduct all work activities within and adjacent to Railroad Property so as to not interfere with Railroad traffic. The Railroad will furnish, when requested by the Contractor or as the Railroad deems necessary, a watchman or flagman service to protect Railroad traffic and property.

d. The right to enter onto Railroad Property is subject to the absolute right of the Railroad to cause the Contractor's work within Railroad Property to cease if, in the opinion of Railroad, the Contractor's work activities create a hazard to Railroad Property, operations, and/or employees.

e. Determine and comply with all Federal, State, and local laws and regulations including, but not limited to, environmental, health, and safety. Indemnify and save the Railroad harmless from all fines or penalties imposed or assessed by Federal, State, and local agencies against the Railroad which arise out of the Contractor's work.

f. Procure a watchman or flagman service, required whenever work is being completed within and adjacent to Railroad Property. Enter into an agreement with the Railroad for the flagman service. The watchman or flagman service will be furnished by the Railroad. Coordinate all project work within and adjacent to Railroad Property, including the scheduling of watchman or flagman service personnel and other requirements, as indicated, through the Contracting Officer and the

DOCUMENT 00 73 05 Page 16 AMEND. 0003

Railroad.

g. UPRR tracks must remain in service throughout construction.

Transversing the tracks during construction is prohibited.

h. Subject to Railroad operations, the Railroad will cooperate and coordinate through the Contracting Officer with the Contractor such that project work within and adjacent to Railroad Property may be handled and performed in an efficient manner. The Contractor has no claim whatsoever for any type of damages or for extra or additional compensation in the event Contractor work is delayed by the Railroad.

i. If work details for construction of the culverts are omitted from Contract drawings, or need to be revised as a result of a project change order, notify the Contracting Officer in coordination with the City of Cedar Rapids and the Railroad. Submit revised work plans and specifications as necessary for review and approval by the Railroad, in coordination with the Contracting Officer. Coordinate the review with the Railroad. The review and approval period must not exceed 60 calendar days. Do not begin any construction or work until Railroad approval is granted.

j. Upon completion of the work, promptly remove from Railroad Property all tools, equipment, implements, and other materials, whether brought upon the property by the Contractor and leave Railroad Property in a clean and neat, preconstruction condition, acceptable to the Railroad.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 73 05 Page 17 AMEND. 0003

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY OF WORK

1.1.1 Base Bid - McLoud Run Lower Reach Channel

The work includes, but is not limited to: demolition; temporary traffic control; clearing, grubbing and stripping; temporary diversion of water;

channel excavation, filling, and grading; riprap and bedding stone placement; trail construction; site restoration; and landscaping.

1.1.2 Option A - Mohawk Road Access and McLoud Run Lower Reach Culverts

The work includes, but is not limited to: access roadway improvements; site demolition; temporary traffic control; clearing, grubbing, and stripping;

; temporary diversion of water; earthwork, excavation and fill;

structural concrete construction; 96-inch trenchless steel pipe installation; riprap and bedding stone placement; site restoration; and landscaping.

1.1.3 Option B - McLoud Run Lower Reach Levee

The work includes, but is not limited to: site demolition; trench excavation; sheet pile installation; construction of levee embankment; toe drain installation; riprap and bedding stone placement; site restoration;

and landscaping.

1.2 PROJECT LOCATION

The work is located at McLoud Run, a tributary of the Cedar River in Cedar Rapids, Linn County, Iowa, and as indicated.

-- End of Section --

SECTION 01 11 00 Page 2 AMEND. 0003

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 JOB PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Clearing, Grubbing, and Stripping

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Demolition

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Site Restoration and Seeding

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 UPRR Permits and Submittals

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 Work Zone Traffic Control

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 Deleted

1.2.7.1 Deleted

1.2.7.2 Deleted

1.2.8 Retaining Wall

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.9 Storm Sewer Outfall

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.2.10 Handrail

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Channel Excavation

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.2 Channel Fill

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 Disposal of Unsatisfactory Material

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.4 Bedding Stone

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1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 Riprap

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 Flood Barriers

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.7 Lunkers

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.8 Boulders

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.9 Storm Sewer Extension

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.9.3 Unit of Measure

1.3.10 Relocate Sign Assembly

1.3.10.1 Payment

1.3.10.2 Measurement

1.3.10.3 Unit of Measure

1.3.11 Chain Link Fencing

1.3.11.1 Payment

1.3.11.2 Measurement

1.3.11.3 Unit of Measure

1.3.12 Granular Surfacing

1.3.12.1 Payment

1.3.12.2 Measurement

1.3.12.3 Unit of Measure

1.3.13 Structural Concrete

1.3.13.1 Payment

1.3.13.2 Measurement

1.3.13.3 Unit of Measure

1.3.14 Aggregate Surfacing

1.3.14.1 Payment

1.3.14.2 Measurement

1.3.14.3 Unit of Measure

1.3.15 Steel Pipe

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

1.3.16 Metal Sheet Piling

1.3.16.1 Payment

1.3.16.2 Measurement

1.3.16.3 Unit of Measure

1.3.17 Levee Excavation

1.3.17.1 Payment

1.3.17.2 Measurement

1.3.17.3 Unit of Measure

1.3.18 Levee Construction

1.3.18.1 Payment

1.3.18.2 Measurement

1.3.18.3 Unit of Measure

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1.3.19 Settlement Plate

1.3.19.1 Payment

1.3.19.2 Measurement

1.3.19.3 Unit of Measure

1.3.20 Inspection Trench Excavation

1.3.20.1 Payment

1.3.20.2 Measurement

1.3.20.3 Unit of Measure

1.3.21 Toe Drain

1.3.21.1 Payment

1.3.21.2 Measurement

1.3.21.3 Unit of Measure

1.3.22 Topsoil

1.3.22.1 Payment

1.3.22.2 Measurement

1.3.22.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 22 00 Page 3 AMEND. 0003

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Mobilization and Demobilization

1.2 JOB PAYMENT ITEMS

Payment items for the costs of this Contract for which Contract job payments will be made are listed in the SCHEDULE OF PRICES and as described below. All costs associated for items of work, which are not specifically mentioned, to be included in a particular job or unit price payment item and included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

Mobilization and demobilization for all plant and equipment, materials, tools, and supplies necessary to complete the work will be made for:

Item No. 0301, "Mobilization and Demobilization," of the Base Bid (McLoud Run Lower Reach Channel); and

Item No. 1901, "Mobilization and Demobilization," of Option A (McLoud Run Lower Reach Culverts); as applicable.

Mobilization consists of all costs required to prepare plant and equipment for shipment, moving plant, equipment, supplies, and incidentals to the work site. Demobilization consists of all costs required to prepare plant and equipment for removal and for removing all plant, equipment, unused supplies, and incidentals from the work site, including restoration of staging areas used for construction operations. The Contractor will be paid 60 percent of the job price upon completion of mobilization to the work site. The remaining 40 percent will be paid to the Contractor upon completion of demobilization at the end of the Contract. Construction bonds, with proof of a paid invoice, may be paid under this payment item.

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1.2.1.2 Unit of Measure

Unit of measure: job.

1.2.2 Clearing, Grubbing, and Stripping

1.2.2.1 Payment

Payment for all costs associated with clearing, grubbing, and stripping including, but not limited to, disposal of trees, saplings, brush, vegetation, stripped materials, and debris will be made for:

Item No. 0302, "Clearing, Grubbing, and Stripping," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 1002, "Clearing, Grubbing, and Stripping," of Option A (Mohawk Road Access); and

Item No. 1905, "Clearing, Grubbing, and Stripping," of Option A (McLoud Run Lower Reach Culverts); as applicable.

1.2.2.2 Unit of Measure

Unit of measure: job.

1.2.3 Demolition

1.2.3.1 Payment

Payment for all costs associated with demolition including, but not limited to, demolition activities and proper disposal or recycling debris will be made for:

Item No. 0303, "Demolition," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 1902, "Demolition and Deconstruction," of Option A (McLoud Run Lower Reach Culverts); and

Item No. 2801, "Demolition," of Option B (McLoud Run Lower Reach Levee); as applicable.

1.2.3.2 Unit of Measure

Unit of measure: job.

1.2.4 Site Restoration and Seeding

1.2.4.1 Payment

Payment for all costs associated with seeding and site restoration including, but not limited to, seeding operations, restoration of all disturbed areas to original or better condition at the completion of construction, as approved by the Contracting Officer, will be made for:

Item No. 0313, "Site Restoration and Seeding," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 1918, "Site Restoration and Seeding," of Option A (McLoud Run

SECTION 01 22 00 Page 5 AMEND. 0003

Lower Reach Culverts); and

Item No. 2812, "Site Restoration and Seeding" of Option B (McLoud Run Lower Reach Levee); as applicable.

1.2.4.2 Unit of Measure

Unit of measure: job.

1.2.5 UPRR Permits and Submittals

1.2.5.1 Payment

Payment for all costs associated with acquiring approved permits and submittals from UPRR for Option A work including, but not limited to, completing and applying for temporary right of entry permit and preparing and submitting design and construction plans for temporary shoring will be made for Item No. 0314, "UPRR Permits and Submittals," of the Base Bid (McLoud Run Lower Reach Channel). This bid item does not include railroad protective liability insurance.

1.2.5.2 Unit of Measure

Unit of measure: job.

1.2.6 Work Zone Traffic Control

1.2.6.1 Payment

Payment for all costs associated with providing temporary traffic controls including, but not limited to, flaggers, barriers, flashing lights, street marking or cone installation, stop light system, and signage will be made for:

Item No. 1001, "Work Zone Traffic Control," of Option A (Mohawk Road Access); and

Item No. 1903, "Work Zone Traffic Control," of Option A (McLoud Run Lower Reach Culverts); as applicable.

1.2.6.2 Unit of Measure

Unit of measure: job.

1.2.7 Deleted

1.2.7.1 Deleted

1.2.7.2 Deleted

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1.2.8 Retaining Wall

1.2.8.1 Payment

Payment for all costs associated with providing the concrete retaining wall including, but not limited to, shoring, dewatering, concrete, steel beams/columns, geocomposite strip drains, pipe bollards, and drilled shafts will be made for Item No. 1907, "Retaining Wall," of Option A (McLoud Run Lower Reach Culverts).

1.2.8.2 Unit of Measure

Unit of measure: job.

1.2.9 Storm Sewer Outfall

1.2.9.1 Payment

Payment for all costs associated with the storm sewer will be made for Item No. 1916, "Storm Sewer Outfall," of Option A (McLoud Run Lower Reach Culverts).

1.2.9.2 Unit of Measure

Unit of measure: job.

1.2.10 Handrail

1.2.10.1 Payment

Payment for all costs associated with providing handrail will be made for Item No. 1917, "Handrail," of Option A (McLoud Run Lower Reach Culverts).

1.2.10.2 Unit of Measure

Unit of measure: job.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be paid are listed in the SCHEDULE OF PRICES and described below. The unit price and payment made for each item listed constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, surveys, and for performing all costs required for each of the unit price items.

1.3.1 Channel Excavation

1.3.1.1 Payment

Payment for all costs associated with channel excavation including, but not limited to, channel excavation upstream of the culverts, excavation downstream of the culverts for riprap placement, topsoil, spreading, grading and shaping, temporary stockpiling of excavated material to reasonably separate satisfactory and unsatisfactory materials will be made for:

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Item No. 0304AA, "Channel Excavation, First 23,480 Cubic Yards," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 0304AB, "Channel Excavation, Over 23,480 Cubic Yards," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 1913AA, "Channel Excavation, First 5,610 Cubic Yards," of Option A (McLoud Run Lower Reach Culverts); and

Item No. 1913AB, "Channel Excavation, Over 5,610 Cubic Yards," of Option A (McLoud Run Lower Reach Culverts); as applicable.

1.3.1.2 Measurement

Channel excavation will be measured for payment by the cubic yard and quantities will be determined by the Contractor. The quantities for final pay purposes will be calculated using the preliminary survey cross sections of the channel alignment taken prior to excavation operations and the channel design cross sections, as indicated. Take final cross sections of the channel immediately following excavation operations to verify that the lines and grades indicated on the design cross sections are achieved.

Bring areas that do not meet the design template down to grade at no additional cost to the Government.

1.3.1.3 Unit of Measure

Unit of measure: cubic yard.

1.3.2 Channel Fill

1.3.2.1 Payment

Payment for all costs associated with providing channel fill including, but not limited to, earthwork, topsoil, spreading, grading, and shaping will be made for:

Item No. 0305AA, "Channel Fill, First 670 Cubic Yards," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 0305AB, "Channel Fill, Over 670 Cubic Yards," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 1914AA, "Channel Fill, First 160 Cubic Yards," of Option A (McLoud Run Lower Reach Culverts); and

Item No. 1914AB, "Channel Fill, Over 160 Cubic Yards," of Option A (McLoud Run Lower Reach Culverts); as applicable.

1.3.2.2 Measurement

Channel fill will be measured for payment by the cubic yard and quantities will be determined by the Contractor. The quantities for final pay purposes will be calculated using the preliminary survey cross sections of the channel alignment taken prior to fill operations and the channel design cross sections as indicated. Take cross sections of the channel immediately following fill operations to verify that the lines and grades indicated on the design cross sections have been achieved. Bring areas that do not meet the design template up to grade at the Contractor's expense. No separate or direct payment will be made for placing embankment

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25 FEB 2022

to replace material removed as a result of stripping operations.

1.3.2.3 Unit of Measure

Unit of measure: cubic yard.

1.3.3 Disposal of Unsatisfactory Material

1.3.3.1 Payment

Payment for all costs associated with the proper disposal of surplus or unsatisfactory material including, but not limited to, excavation, hauling, and disposal of materials that are deemed unsatisfactory for construction of the project at an approved off-site location will be made for:

Item No. 0306AA, "Disposal of Unsatisfactory Material Offsite, First 22,820 Cubic Yards," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 0306AB, "Disposal of Unsatisfactory Material Offsite, Over 22,820 Cubic Yards," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 1915AA, "Disposal of Unsatisfactory Material Offsite, First 5,460 Cubic Yards," of Option A (McLoud Run Lower Reach Culverts); and

Item No. 1915AB, "Disposal of Unsatisfactory Material Offsite, Over 5,460 Cubic Yards," of Option A (McLoud Run Lower Reach Culverts); as applicable.

1.3.3.2 Measurement

Measurement for disposal of unsatisfactory materials will be by the cubic yard of material hauled off-site as determined by load tickets provided to the Contracting Officer.

1.3.3.3 Unit of Measure

Unit of Measure: cubic yard.

1.3.4 Bedding Stone

1.3.4.1 Payment

Payment for costs associated with or incidental to providing and surveying bedding stone, as applicable, in accordance with Sections 35 31 19 STONE PROTECTION and 02 21 00 SURVEYS. The Government will pay up to 80 percent of the total tonnage used without final surveys verifying design has been met. Final payment will be made once final surveys are completed and work is accepted for:

Item No. 0307AA, "Bedding Stone (Grade 3), First 2,500 Tons," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 0307AB, "Bedding Stone (Grade 3), Over 2,500 Tons," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 1006AA, "Bedding Stone (Grade 13), First 1,500 Tons," of Option A (Mohawk Road Access);

Item No. 1006AB, "Bedding Stone (Grade 13), Over 1,500 Tons," of Option

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A (Mohawk Road Access);

Item No. 1910AA, "Bedding Stone (Grade 3), First 620 Tons," of Option A (McLoud Run Lower Reach Culverts);

Item No. 1910AB, "Bedding Stone (Grade 3), Over 620 Tons," of Option A (McLoud Run Lower Reach Culverts);

Item No. 2809AA, "Bedding Stone, First 665 Tons," of Option B (McLoud Run Lower Reach Levee); and

Item No. 2809AB, "Bedding Stone, Over 665 Tons," of Option B (McLoud Run Lower Reach Levee); as applicable.

1.3.4.2 Measurement

Bedding stone measurement will be the number of tons (2,000 pounds), weight certificates furnished by a public weighmaster. No payment will be made for any material wasted, used for the convenience of the Contractor, unused, or rejected.

1.3.4.3 Unit of Measure

Unit of measure: ton.

1.3.5 Riprap

1.3.5.1 Payment

Payment for costs associated with or incidental to providing and surveying riprap, as applicable, in accordance with Sections 35 31 19 STONE PROTECTION and 02 21 00 SURVEYS. The Government will pay up to 80 percent of the total tonnage used without final surveys verifying design has been met. Final payment will be made once final surveys are completed and work is accepted for:

Item No. 0308AA, "Riprap (Class C), First 4,940 Tons," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 0308AB, "Riprap (Class C), Over 4,940 Tons," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 0309AA, "Riprap (Class E), First 2,000 Tons," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 0309AB, "Riprap (Class E), Over 2,000 Tons," of the Base Bid (McLoud Run Lower Reach Channel);

Item No. 1007AA, "Riprap (Class C), First 2,810 Tons," of Option A (Mohawk Road Access);

Item No. 1007AB, "Riprap (Class C), Over 2,810 Tons," of Option A (Mohawk Road Access);

Item No. 1911AA, "Riprap (Class C), First 2,050 Tons," of Option A (McLoud Run Lower Reach Culverts);

Item No. 1911AB, "Riprap (Class C), Over 2,050 Tons," of Option A (McLoud Run Lower Reach Culverts);

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Item No. 1912AA, "Riprap (Class E), First 40 Tons," of Option A (McLoud Run Lower Reach Culverts);

Item No. 1912AB, "Riprap (Class E), Over 40 Tons," of Option A (McLoud Run Lower Reach Culverts);

Item No. 2810AA, "Riprap, First 2,410 Tons," of Option B (McLoud Run Lower Reach Levee); and

Item No. 2810AB, "Riprap, Over 2,410 Tons," of Option B (McLoud Run Lower Reach Levee); as applicable.

1.3.5.2 Measurement

Riprap measurement will be the number of tons (2,000 pounds), weight certificates furnished by a public weighmaster. No payment will be made for any material wasted, used for the convenience of the Contractor, unused, or rejected.

1.3.5.3 Unit of Measure

Unit of measure: ton.

1.3.6 Flood Barriers

1.3.6.1 Payment

Payment for all costs associated with constructing a temporary flood barrier including, but not limited to, sand fill, polyethylene film, sand bags and maintaining the temporary barrier system will be made for Item No.

0310, "Flood Barriers," of the Base Bid (McLoud Run Lower Reach Channel).

1.3.6.2 Measurement

Barrier measurement will be the sand volume to fill the flood barriers based on dimensions in cubic yards. No payment will be made for any material wasted, used for the convenience of the Contractor, unused, or rejected.

1.3.6.3 Unit of Measure

Unit of measure: cubic yard.

1.3.7 Lunkers

1.3.7.1 Payment

Payment for all costs associated with providing fishing lunkers including, but not limited to, lumber, rebar, excavation, and backfill will be made for Item No. 0311, "Lunkers," of the Base Bid (McLoud Run Lower Reach Channel).

1.3.7.2 Measurement

Lunkers will be measured for payment based on the number actually installed.

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1.3.7.3 Unit of Measure

Unit of measure: each.

1.3.8 Boulders

1.3.8.1 Payment

Payment for all costs associated with providing large boulders will be made for Item No. 0312, "Boulders," of the Base Bid (McLoud Run Lower Reach Channel).

1.3.8.2 Measurement

Boulders will be measured for payment based on the number actually installed.

1.3.8.3 Unit of Measure

Unit of measure: each.

1.3.9 Storm Sewer Extension

1.3.9.1 Payment

Payment for all costs associated with providing storm sewer extensions including, but not limited to, trench excavation, removal and disposal of surplus or unsatisfactory soil material off-site, bedding, backfill, and testing will be made for Item No. 1004, "Storm Sewer Extensions," of Option A (Mohawk Road Access).

1.3.9.2 Measurement

Storm sewer will be measured for payment based on the number actually installed.

1.3.9.3 Unit of Measure

Unit of measure: each.

1.3.10 Relocate Sign Assembly

1.3.10.1 Payment

Payment for all costs associated sign relocation will be made for Item No.

1008, "Relocate Sign Assembly," of Option A (Mohawk Road Access).

1.3.10.2 Measurement

Sign relocation will be measured for payment based on the number actually relocated.

1.3.10.3 Unit of Measure

Unit of measure: each.

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1.3.11 Chain Link Fencing

1.3.11.1 Payment

Payment for all costs associated with providing temporary chain link fencing including, but not limited to, drilling post holes and backfilling old posts holes, concrete, proper disposal or recycling will be made for:

Item No. 1009, "Temporary Chain Link Fence," of Option A (Mohawk Road Access); and

Item No. 2811, "Temporary Chain Link Fence," of Option B (McLoud Run Lower Reach Levee); as applicable.

1.3.11.2 Measurement

Fencing will be measured for payment based on the number linear feet of fence actually installed.

1.3.11.3 Unit of Measure

Unit of measure: linear foot.

1.3.12 Granular Surfacing

1.3.12.1 Payment

Payment for all costs associated with providing granular surfacing will be made for:

Item No. 1005AA, "Granular Surfacing, First 720 Tons," of Option A (Mohawk Road Access); and

Item No. 1005AB, "Granular Surfacing, Over 720 Tons," of Option A (Mohawk Road Access); as applicable.

1.3.12.2 Measurement

Granular surfacing will be the number of tons (2,000 pounds), weight certificates furnished by a public weighmaster. No payment will be made for any material wasted, used for the convenience of the Contractor, unused, or rejected.

1.3.12.3 Unit of Measure

Unit of measure: ton.

1.3.13 Structural Concrete

1.3.13.1 Payment

Payment for all costs associated with providing concrete including, but not limited to, placing, dewatering, geocomposite strip drains, formwork, finishing, curing, and all reinforcing steel required for the headwalls, wingwalls, buttress walls, and aprons will be made for Item No.