FMMSE2B Amendment 0001 - Summary of Changes.pdf

23B0005

AMEND 0001

The following modifications are made to the BID SCHEDULE, SECTION 01 14 00.00 13, SECTION 01 22 00.00 13, SUBMITTAL REGISTER, SECTION 01 35 26, SECTION 01 71 23.05 13, SECTION 01 78 02.00 10, SECTION 31 00 00.00 13, SECTION 31 32 11, SECTION 32 92 19.01 13, SECTION 33 40 00.01 and the DRAWINGS.

BID SCHEDULE

a. ALL PAGES. Delete the Bid Schedule in its entirety, and substitute therefor revised Bid Schedule, Amendment 0001, dated 16 January 2024.

SECTION 01 14 00.00 13

b. PAGE 3. Delete the Section 01 14 00.00 13 Page 3 in its entirety, and substitute therefor revised Section 01 14 00.00 13 Page 3, Amendment 0001, dated 16 January 2024.

SECTION 01 22 00.00 13

c. ALL PAGES. Delete Section 01 22 00.00 13 in its entirety, and substitute therefor revised Section 01 22 00.00 13, Amendment 0001, dated 16 January 2024.

SUBMITTAL REGISTER

d. PAGES 7 THROUGH 12. Delete Submittal Register Pages 7 through 12 in their entirety, and substitute therefor revised Submittal Register Pages 7 through 12, Amendment 0001, dated 16 January 2024.

SECTION 01 35 26

e. ALL PAGES. Delete Section 01 35 26 in its entirety, and substitute therefor revised Section 01 35 26, Amendment 0001, dated 16 January 2024.

SECTION 01 71 23.05 13

f. ALL PAGES. Delete Section 01 71 23.05 13 in its entirety, and substitute therefor revised Section 01 71 23.05 13, Amendment 0001, dated 16 January 2024.

SECTION 01 78 02.00 10

g. PAGE 3. Delete the Section 01 78 02.00.10 Page 3 in its entirety, and substitute therefor revised Section 01 78 02.00.10 Page 3, Amendment 0001, dated 16 January 2024.

23B0005

AMEND 0001

SECTION 31 00 00.00 13

h. ALL PAGES. Delete Section 31 00 00.00 13 in its entirety, and substitute therefor revised Section 31 00 00.00 13, Amendment 0001, dated 16 January 2024.

SECTION 31 32 11

i. ALL PAGES. Delete Section 31 32 11 in its entirety, and substitute therefor revised Section 31 32 11, Amendment 0001, dated 16 January 2024.

SECTION 32 92 19.01 13

j. ALL PAGES. Delete Section 32 92 19.01 13 in its entirety, and substitute therefor revised Section 32 92 19.01 13, Amendment 0001, dated 16 January 2024.

SECTION 33 40 00.01

k. PAGE 7. Delete the Section 33 40 00.01 Page 7 in its entirety, and substitute therefor revised Section 33 40 00.01 Page 7, Amendment 0001, dated 16 January 2024.

DRAWINGS (SUPERSEDED)

l. Revised 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. W912ES23B0005, dated 13 December 2023.

VOL. I: CD101 VOL. I: CS103 VOL. I: CS501

VOL. II: SECTION 20 SHEET 5 “TRM DETAIL”

ATTACHMENTS: Bid Schedule; Section 01 14 00.00 13 Page 3; Section 01 22 00.00 13; Submittal Register Pages 7 through 12;

Section 01 35 26; Section 01 71 23.05 13; Section 01 78

02.00.10 Page 3; Section 31 00 00.00 13; Section 31 32

11; Section 32 92 19.01 13; CD101, CS103, CS501, and Section 20 Sheet 5 “TRM Detail”

Fargo-Moorhead Area Diversion Southern Embankment Reach SE-2B Cass County, ND BID SCHEDULE

Solicitation No. W912ES23B0005

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

BASE BID

0001 Performance and Payment Bonds 1 JOB $ $

0002 Demolition 1 JOB $ $

0003 Temporary Traffic Control 1 JOB $ $

0004 Temporary Erosion Control 1 JOB $ $

0005 Traffic Control Signs 1 JOB $ $

0006 Grubbing 1 JOB $ $

0007 Removal of Road Surfacing 5,736 CY $ $

0008 Stripping 1 JOB $ $

0009 Inspection Trench 9,254 LF $ $

0010 Excavation

0010AA First 15,000 Cubic Yards 15,000 CY $ $

0010AB Over 15,000 Cubic Yards 3,845 CY $ $

0011 Embankment

0011AA First 750,000 Cubic Yards 750,000 CY $ $

0011AB Over 750,000 Cubic Yards 189,128 CY $ $

0012 Aggregate Surface 5,951 TN $ $

0013 Aggregate Base 10,733 TN $ $

0014 Hot-Mix Asphalt 11,585 SY $ $

0015 Pavement Marking 10,296 LF $ $

0016 Topsoil Respread 1 JOB $ $

0017 Seeding 275 AC $ $

0018 Turf Reinforcement Mat 134,637 SY $ $

AMEND. 0001

16 JAN 2024

Reach SE-2B Cass County, ND BID SCHEDULE (continued)

Solicitation No. W912ES23B0005

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0019 24 Inch Corrugated Steel Pipe (CSP) 67 LF $ $

0020 24 Inch CSP Flared End 2 EA $ $

0021 30 Inch Corrugated Steel Pipe (CSP) 114 LF $ $

0022 30 Inch CSP Flared End 2 EA $ $

0023 8 Foot x 12 Foot Reinforced Concrete Box Culvert

1,152 LF $ $

0024 8 Foot x 12 Foot Reinforced Concrete Box Flared End

8 EA $ $

0025 10 Foot x 10 Foot Reinforced Concrete Box Culvert Supply

560 LF $ $

0026 10 Foot x 10 Foot Reinforced Concrete Box Flared End Supply

8 EA $ $

0027 30 Inch Reinforced Concrete Pipe (RCP) 62 LF $ $

0028 30 Inch RCP Flared End Section 2 EA $ $

0029 42 Inch Reinforced Concrete Pipe (RCP) 164 LF $ $

0030 42 Inch RCP Flared End Section 4 EA $ $

0031 60 Inch Reinforced Concrete Pipe Class III Wall B

576 LF $ $

0032 Headwall 2 EA $ $

0033 Headwall Slab 1 EA $ $

0034 Bulkheads 4 EA $ $

0035 60 Inch Flap Gates 4 EA $ $

Reach SE-2B Cass County, ND BID SCHEDULE (continued)

Solicitation No. W912ES23B0005

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0036 Bedding - B1 276 TN $ $

0037 Bedding - B2 386 TN $ $

0038 Bedding - B3 1,115 TN $ $

0039 Riprap - R20 367 TN $ $

0040 Riprap - R30 138 TN $ $

0041 Riprap - R45 449 TN $ $

0042 Riprap - R80 21 TN $ $

0043 Riprap - R270 1,679 TN $ $

0044 Access Gates 2 EA $ $

0045 Water Main 1 JOB $ $

0046 Conduit Bank 1 JOB $ $

0047 Monthly Internet Service 22 MO $ $

0048 HDD Hyrdrofrak Remediation 1 JOB $ $

0049 Temporary Irrigation System 1 JOB $ $

0050 Watering 1 JOB $ $

OPTION 1

1001 Performance and Payment Bonds 1 JOB $ $

1002 Demolition 1 JOB $ $

1003 Temporary Erosion Control 1 JOB $ $

1004 Traffic Control Signs 1 JOB $ $

TOTAL OF AMOUNTS - BASE BID

(ITEM NOS. 0001 THROUGH 0050, INCL.)

AMEND. 0001

16 JAN 2024

Reach SE-2B Cass County, ND BID SCHEDULE (continued)

Solicitation No. W912ES23B0005

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

1005 Removal of Road Surfacing 1,899 CY $ $

1006 Stripping 1 JOB $ $

1007 Inspection Trench 12,835 LF $ $

1008 Excavation

1008AA First 1,300 Cubic Yards 1,300 CY $ $

1008AB Over 1,300 Cubic Yards 295 CY $ $

1009 Embankment

1009AA First 980,000 Cubic Yards 980,000 CY $ $

1009AB Over 980,000 Cubic Yards 249,794 CY $ $

1010 Aggregate Surface 10,455 TN $ $

1011 Topsoil Respread 1 JOB $ $

1012 Seeding 255 AC $ $

1013 Turf Reinforcement Mat 138,351 SY $ $

1014 10 Foot x 10 Foot Reinforced Concrete Box Culvert Install

560 LF $ $

1015 10 Foot x 10 Foot Reinforced Concrete Box Flared End Install

8 EA $ $

1016 Bedding - B1 421 TN $ $

1017 Bedding - B2 130 TN $ $

1018 Riprap - R20 391 TN $ $

1019 Riprap - R80 268 TN $ $

Reach SE-2B Cass County, ND BID SCHEDULE (continued)

Solicitation No. W912ES23B0005

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

1020 Access Gates 2 EA $ $

1021 Monthly Internet Service 12 MO $ $

1022 Temporary Irrigation System 1 JOB $ $

1023 Watering 1 JOB $ $

OPTION 2

2001 Performance and Payment Bonds 1 JOB $ $

2002 Demolition 1 JOB $ $

2003 Temporary Traffic Control 1 JOB $ $

2004 Temporary Erosion Control 1 JOB $ $

2005 Grubbing 1 JOB $ $

2006 Removal of Road Surfacing 2,116 CY $ $

2007 Stripping 1 JOB $ $

2008 Excavation

2008AA First 440 Cubic Yards 440 CY $ $

2008AB Over 440 Cubic Yards 110 CY $ $

2009 Embankment

2009AA First 20,000 Cubic Yards 20,000 CY $ $

2009AB Over 20,000 Cubic Yards 5,360 CY $ $

2010 Aggregate Surface 125 TN $ $

2011 Aggregate Base 4,134 TN $ $

TOTAL OF AMOUNTS - OPTION 1

(ITEM NOS. 1001 THROUGH 1023, INCL.)

AMEND. 0001

16 JAN 2024

Reach SE-2B Cass County, ND BID SCHEDULE (continued)

Solicitation No. W912ES23B0005

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

2012 Hot-Mix Asphalt 6,000 SY $ $

2013 Pavement Marking 5,505 LF $ $

2014 Topsoil Respread 1 JOB $ $

2015 Seeding 5 AC $ $

2016 Turf Reinforcement Mat 6,672 SY $ $

2017 Temporary Irrigation System 1 JOB $ $

2018 Watering 1 JOB $ $

AC = ACRE CY = CUBIC YARD EA = EACH

LF = LINEAR FOOT MO = MONTH SY = SQUARE YARD

TN = TON

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

TOTAL OF AMOUNTS - OPTION 2

(ITEM NOS. 2001 THROUGH 2018, INCL.)

TOTAL OF AMOUNTS - BASE AND ALL OPTIONS (ITEM

NOS. 0001 THROUGH 2018, INCL.)

AMEND. 0001

16 JAN 2024

Solicitation No. W912ES23B0005

3.1.2 Buried Utilities

The approximate locations of known existing buried utilities are shown on the drawings to the extent of available information at the time the drawings were prepared. Prior to commencing excavation, the Contractor shall accurately locate all such installations. The Contracting Officer shall immediately be notified if the Contractor damages any existing utility lines not intended to be removed. Repair of damaged utilities shall be in accordance with FAR 52.236-9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS.

3.1.3 Interruption of Services

Utility services shall not be interrupted except for brief periods to facilitate cut-ins. The Contractor shall provide temporary service and shall relocate existing utilities as required to construct the work shown and insure uninterrupted service. If interruption of services is unavoidable, the Contractor shall request approval in writing at least 7 calendar days prior to the proposed interruption. This submittal shall fully describe all details of proposed interruption and the reasons why alternatives are not feasible. Information contained in the submittal shall include, but not be limited to, utilities being affected, duration of outage, and any sketches required to support the submittal. The Contractor shall further coordinate with the owner of the utility and notify affected consumers at least 10 calendar days in advance of interruption of services. The Contracting Officer will not in general approve proposals which require interruption of services for more than 4 continuous hours.

3.1.4 North Dakota One Call Excavation Notice System

For Contract work performed within the State of North Dakota, the Contractor shall meet the requirements of North Dakota Statutes, Chapter 42-23 "One Call Excavation Notice System." The North Dakota One Call notification center telephone numbers are:

Hotline 800-795-0555 Questions 701-475-2942

3.2 GRUBBING

No trees or branches shall be cut or removed from 15 April thru 1 October.

3.3 BORROW AREA

The borrow source is from on-site excavations as indicated.

3.4 EMBANKMENT

Do not construct embankment from SE-2B-304+00 to SE-2B-310+00, except as necessary to build the CR16 crossing, until after the permanent water main has been activated and the temporary water main has been removed/abandoned.

3.5 TRAFFIC CONTROL AND ROAD CLOSURES

Install barricades, and signs to close traffic to the public on 112th Ave S within the limits of construction.

Coordinate with the local Traffic Authority and provide traffic control, signs, including advanced warning signs according to MUTCD.

SECTION 01 14 00.00 13 Page 3 AMEND. 0001

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 13

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 REFERENCES

1.2 COMPENSATION

1.3 APPROVAL OF MATERIALS OR ALTERNATES

1.4 QUANTITY SURVEYS

1.5 MEASUREMENT BY WEIGHT

1.6 MEASUREMENT UNITS

1.7 SUBMITTALS

1.8 JOB PAYMENT ITEMS

1.8.1 Performance and Payment Bonds

1.8.1.1 Payment

1.8.1.2 Unit of Measurement

1.8.2 Demolition

1.8.2.1 Payment

1.8.2.2 Unit of Measurement

1.8.3 Temporary Traffic Control

1.8.3.1 Payment

1.8.3.2 Unit of Measurement

1.8.4 Temporary Erosion Control

1.8.4.1 Payment

1.8.4.2 Unit of Measurement

1.8.5 Traffic Control Signs

1.8.5.1 Payment

1.8.5.2 Unit of Measurement

1.8.6 Grubbing

1.8.6.1 Payment

1.8.6.2 Unit of Measure

1.8.7 Stripping

1.8.7.1 Payment

1.8.7.2 Unit of Measure

1.8.8 Topsoil Respread

1.8.8.1 Payment

1.8.8.2 Unit of Measure

1.8.9 Watermain

1.8.9.1 Payment

1.8.9.2 Unit of Measurement

1.8.10 Conduit Bank

1.8.10.1 Payment

1.8.10.2 Unit of Measurement

1.8.11 HDD Hydrofrak Remediation

1.8.11.1 Payment

1.8.11.2 Unit of Measurement

1.8.12 Temporary Irrigation System

1.8.12.1 Payment

1.8.12.2 Unit of Measure

SECTION 01 22 00.00 13 Page 1 AMEND. 0001

16 JAN 2024

1.8.13 Watering

1.8.13.1 Payment

1.8.13.2 Unit of Measure

1.9 UNIT PRICE PAYMENT ITEMS

1.9.1 Removal of Road Surfacing

1.9.1.1 Payment

1.9.1.2 Measurement

1.9.1.3 Unit of Measure

1.9.2 Inspection Trench

1.9.2.1 Payment

1.9.2.2 Measurement

1.9.2.3 Unit of Measure

1.9.3 Excavation

1.9.3.1 Payment

1.9.3.2 Measurement

1.9.3.3 Unit of Measure

1.9.4 Embankment

1.9.4.1 Payment

1.9.4.2 Measurement

1.9.4.3 Unit of Measure

1.9.5 Aggregate Surface

1.9.5.1 Payment

1.9.5.2 Measurement

1.9.5.3 Unit of Measure

1.9.6 Aggregate Base

1.9.6.1 Payment

1.9.6.2 Measurement

1.9.6.3 Unit of Measure

1.9.7 Hot-Mix Asphalt

1.9.7.1 Payment

1.9.7.2 Measurement

1.9.7.3 Unit of Measure

1.9.8 Pavement Marking

1.9.8.1 Payment

1.9.8.2 Measurement

1.9.8.3 Unit of Measure

1.9.9 Seeding

1.9.9.1 Payment

1.9.9.2 Measurement

1.9.9.3 Unit of Measure

1.9.10 Turf Reinforcement Mat (TRM)

1.9.10.1 Payment

1.9.10.2 Measurement

1.9.10.3 Unit of Measure

1.9.11 8-Foot by 12-Foot Reinforced Concrete Box Culvert

1.9.11.1 Payment

1.9.11.2 Measurement

1.9.11.3 Unit of Measure

1.9.12 8-Foot by 12-Foot Reinforced Concrete Box Flared End

1.9.12.1 Payment

1.9.12.2 Measurement

1.9.12.3 Unit of Measure

1.9.13 10-Foot by 10-Foot Reinforced Concrete Box Culvert Supply

1.9.13.1 Payment

1.9.13.2 Measurement

1.9.13.3 Unit of Measure

1.9.14 10-Foot by 10-Foot Reinforced Concrete Box Flared End Supply

1.9.14.1 Payment

1.9.14.2 Measurement

SECTION 01 22 00.00 13 Page 2 AMEND. 0001

16 JAN 2024

1.9.14.3 Unit of Measure

1.9.15 10-Foot by 10-Foot Reinforced Concrete Box Culvert Install

1.9.15.1 Payment

1.9.15.2 Measurement

1.9.15.3 Unit of Measure

1.9.16 10-Foot by 10-Foot Reinforced Concrete Box Flared End Install

1.9.16.1 Payment

1.9.16.2 Measurement

1.9.16.3 Unit of Measure

1.9.17 Corrugated Steel Pipe

1.9.17.1 Payment

1.9.17.2 Measurement

1.9.17.3 Unit of Measure

1.9.18 Corrugated Steel Flared End

1.9.18.1 Payment

1.9.18.2 Measurement

1.9.18.3 Unit of Measure

1.9.19 Reinforced Concrete Pipe (RCP)

1.9.19.1 Payment

1.9.19.2 Measurement

1.9.19.3 Unit of Measure

1.9.20 Reinforced Concrete Pipe Flared End Section

1.9.20.1 Payment

1.9.20.2 Measurement

1.9.20.3 Unit of Measure

1.9.21 Headwall

1.9.21.1 Payment

1.9.21.2 Measurement

1.9.21.3 Unit of Measure

1.9.22 Headwall Slab

1.9.22.1 Payment

1.9.22.2 Measurement

1.9.22.3 Unit of Measure

1.9.23 Bulkheads

1.9.23.1 Payment

1.9.23.2 Measurement

1.9.23.3 Unit of Measure

1.9.24 60-Inch Flap Gates

1.9.24.1 Payment

1.9.24.2 Measurement

1.9.24.3 Unit of Measure

1.9.25 Bedding

1.9.25.1 Payment

1.9.25.2 Measurement

1.9.25.3 Unit of Measure

1.9.26 Riprap

1.9.26.1 Payment

1.9.26.2 Measurement

1.9.26.3 Unit of Measure

1.9.27 Access Gates

1.9.27.1 Payment

1.9.27.2 Measurement

1.9.27.3 Unit of Measure

1.9.28 Monthly Internet Service

1.9.28.1 Payment

1.9.28.2 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

SECTION 01 22 00.00 13 Page 3 AMEND. 0001

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 13 Page 4 AMEND. 0001

SECTION 01 22 00.00 13

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST HB 44 (2018) Specifications, Tolerances, and Other Technical Requirements for Weighing and Measuring Devices

NORTH DAKOTA DEPARTMENT OF TRANSPORTATION (NDDOT)

NDDOT (2023) Standard Specifications for Road and Bridge Construction

1.2 COMPENSATION

The payment provided for in the Contract shall constitute full compensation for furnishing all materials and for performing all work under the Contract in a complete and acceptable manner. The Contract work shall include providing plant, equipment, tools, supplies, labor, supervision, incidental materials, quality control, environmental protection, and meeting safety requirements, and for performing all work required for which separate payment is not otherwise provided. Compensation for all work shown, specified, or essential to completion of the project (whether or not the specific material or operation is indicated) shall be included on the bidding schedule. The payment provided for in the Contract includes compensation for all risk, loss, damage, and expense arising out of the nature of the work or its prosecution, subject to conditions of the Contract. Payment for each Contract line item will constitute full compensation for furnishing the materials and constructing the work complete in place as specified.

No payment shall be made until the Initial Project Schedule is accepted by the Government and uploaded to RMS, in accordance with Section

01 32 01.00 10 PROJECT SCHEDULE.

1.3 APPROVAL OF MATERIALS OR ALTERNATES

Requests for approval of materials and products, or substitutes thereof, will not be considered prior to award of the Contract.

SECTION 01 22 00.00 13 Page 5 AMEND. 0001

1.4 QUANTITY SURVEYS

The Contractor shall provide quantity surveys for bulk materials measured by volume unless an alternate method of measurement is specified. Quantity surveys are specified in Section 01 71 23.05 13 CONTRACTOR SURVEYS.

1.5 MEASUREMENT BY WEIGHT

Bulk materials paid for by weight will be measured by weighing each truck load on an approved scale before being placed in the work. Scales shall be of sufficient length to permit simultaneous weighing of all axle loads and shall be sensitive to a change in load of 0.2 percent throughout the range of the scale. The scale's accuracy shall conform to the applicable requirements of NIST HB 44 and shall be certified by a scale servicing company or by an inspector of the State Inspection Bureau. Each load shall be accompanied by a delivery ticket certified by the weighmaster. Delivery tickets shall be collected by the Contractor, and copies thereof shall be furnished to the Contracting Officer. As a minimum, each ticket shall contain the following information:

(1) Date and time.

(2) Vehicle number.

(3) Gross weight.

(4) Vehicle tare weight.

(5) Net weight.

(6) Signature of weighmaster.

(7) Signature of Contractor's receiver.

1.6 MEASUREMENT UNITS

When materials are measured in units other than the measurement units specified as the basis of payment, the measured quantities shall be converted to the specified unit of measure. Factors for conversions from one basis or unit of measurement to another shall be approved by the Contracting Officer.

1.7 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-03 Product Data

Delivery Ticket

Submit certified delivery tickets.

1.8 JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the SCHEDULE OF PRICES and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for performing all work required for which separate payment is

SECTION 01 22 00.00 13 Page 6 AMEND. 0001 not otherwise provided.

1.8.1 Performance and Payment Bonds

1.8.1.1 Payment

Payment will be made for the costs associated with performance and payment bonds in accordance with the Contract requirements. Bonds will be paid for on a job basis in accordance with FAR 52.232-5 PAYMENTS UNDER FIXED-PRICE

CONSTRUCTION CONTRACTS.

1.8.1.2 Unit of Measurement

Unit of measure: job.

1.8.2 Demolition

1.8.2.1 Payment

Payment will be made for furnishing all materials, equipment, and labor, and performing all operations necessary for demolition as indicated. Work includes, but is not limited to, removal and disposal of the culverts, removal and disposal of drain tile, and removal and capping of the temporary water line as indicated.

1.8.2.2 Unit of Measurement

Unit of measure: job.

1.8.3 Temporary Traffic Control

1.8.3.1 Payment

Payment will be made for furnishing all materials, equipment, and labor, and performing all operations necessary for temporary traffic control as indicated. Work includes, but is not limited to, signs, barricades, and flaggers.

1.8.3.2 Unit of Measurement

Unit of measure: job.

1.8.4 Temporary Erosion Control

1.8.4.1 Payment

Payment will be made for furnishing all materials, equipment, and labor, and performing all operations necessary for temporary erosion control as indicated. Work includes, but is not limited to, development of an erosion control plan, erosion control blankets, fiber rolls, and dust suppression.

1.8.4.2 Unit of Measurement

Unit of measure: job.

SECTION 01 22 00.00 13 Page 7 AMEND. 0001

1.8.5 Traffic Control Signs

1.8.5.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for the installation of all permanent Traffic Control Signs including barricades as indicated. Work includes, but is not limited to, signs and barricades.

1.8.5.2 Unit of Measurement

Unit of measure: job.

1.8.6 Grubbing

1.8.6.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for grubbing as indicated. Work includes, but is not limited to, removal and disposal of woody vegetation stumps and roots.

1.8.6.2 Unit of Measure

Unit of measure: job.

1.8.7 Stripping

1.8.7.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for stripping and stockpiling topsoil as indicated. Stripping topsoil to the lines and grades as indicated is required. Stripping and stockpiling topsoil outside of the lines and grades indicated, completed at the discretion of the Contractor, is incidental to this item. This may include, but is not limited to, stripping topsoil between the embankment toe and borrow ditch, and stripping topsoil between the embankment toe and drainage ditch.

1.8.7.2 Unit of Measure

Unit of measure: job.

1.8.8 Topsoil Respread

1.8.8.1 Payment

Payment will be made for furnishing all materials, equipment, and labor, and performing all operations necessary for topsoil respread, excluding 1-inch topsoil respread on top of Turf Reinforcement Mat (TRM), as indicated. Work includes, but is not limited to, placing topsoil obtained from stripping and excavation, and constructing the 2 percent berms along the dam embankment toes with topsoil.

1.8.8.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00.00 13 Page 8 AMEND. 0001

16 JAN 2024

1.8.9 Watermain

1.8.9.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for installation of the watermain.

Work includes but is not limited to excavation, backfill with compaction, controlled low-strength material encasement, water main with tracer wire, mechanical joints, and valves with boxes.

1.8.9.2 Unit of Measurement

Unit of measure: job.

1.8.10 Conduit Bank

1.8.10.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for installation of the conduit bank.

Work includes, but is not limited to, excavation, backfill, and installation of conduits (to include hydraulic directional drilling).

1.8.10.2 Unit of Measurement

Unit of measure: job.

1.8.11 HDD Hydrofrak Remediation

1.8.11.1 Payment

Payment will be made for furnishing all materials, equipment, and labor, and performing all operations necessary for HDD hydrofrak remediation as indicated. Work includes, but is not limited to, excavation, backfill, and impervious fill compaction.

1.8.11.2 Unit of Measurement

Unit of measure: job.

1.8.12 Temporary Irrigation System

1.8.12.1 Payment

Payment will be made for furnishing all materials, equipment, and labor for performing all operations necessary for temporary irrigation system. Work includes design, installation, maintenance, and removal.

1.8.12.2 Unit of Measure

Unit of measure: job.

1.8.13 Watering

1.8.13.1 Payment

Payment will be made for furnishing all materials, equipment, and labor for performing all operations necessary for watering for turf establishment, as specified.

SECTION 01 22 00.00 13 Page 9 AMEND. 0001

16 JAN 2024

1.8.13.2 Unit of Measure

Unit of measure: job.

1.9 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the BID SCHEDULE and described below. The unit price and payment made for each item listed shall 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, including incidental work, required for each of the unit price items.

1.9.1 Removal of Road Surfacing

1.9.1.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary removal of road surfacing as indicated. Work includes, but is not limited to, removal and disposal of asphalt pavement (CR16), the aggregate material, and road bed.

1.9.1.2 Measurement

Removal of road surfacing shall be measured for payment by the cubic yard of surface removed. The quantity will be determined by the Quantity Surveys for Measurement and Payment specified in SECTION 01 71 23.05 13

CONTRACTOR SURVEYS.

1.9.1.3 Unit of Measure

Unit of measure: cubic yard.

1.9.2 Inspection Trench

1.9.2.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary to construct the inspection trench as indicated. Work includes, but is not limited to, excavation, backfill, inspection and reports.

1.9.2.2 Measurement

Inspection Trench shall be measured for payment by the linear foot of excavation to the nearest whole foot. The quantity will be determined by the Quantity Surveys for Measurement and Payment specified in SECTION 01 71 23.05 13 CONTRACTOR SURVEYS. Excavation outside the lines and grades indicated will not be measured for payment.

1.9.2.3 Unit of Measure

Unit of measure: linear foot.

SECTION 01 22 00.00 13 Page 10 AMEND. 0001

16 JAN 2024

1.9.3 Excavation

1.9.3.1 Payment

Payment will be made for furnishing all materials, equipment, labor, and performing all operations necessary for construction of all excavation features. Work includes, but is not limited to, permanent ditching and field grading. Dewatering of excavated areas covered by this bid item is incidental to this bid item. This bid item does not include excavation for: structures including cast-in-place box culverts, headwalls, slabs, and culverts; utility relocations; inspection trench; and ditching excavation where the impervious fill material is to be incorporated into dam and roadway embankments.

1.9.3.2 Measurement

Excavation will be measured for payment by the cubic yard of excavation.

The quantity will be determined by the Quantity Surveys for Measurement and Payment specified in Section 01 71 23.05 13 CONTRACTOR SURVEYS. Excavation outside the lines and grades shown will not be measured for payment.

1.9.3.3 Unit of Measure

Unit of measure: cubic yard.

1.9.4 Embankment

1.9.4.1 Payment

Payment will be made for furnishing all materials, equipment, labor, and performing all operations necessary for construction of the dam embankment, roadway embankment, earthen weir, and earthen plug. Work includes, but is not limited to, subgrade preparation, subgrade correction, excavation and transportation of impervious fill from borrow sources, and embankment construction. Dewatering of excavated areas covered by this bid item is incidental to this bid item.

1.9.4.2 Measurement

Embankment will be measured for payment by the cubic yard of placed material. The quantity will be determined by the Quantity Surveys for Measurement and Payment specified in Section 01 71 23.05 13 CONTRACTOR SURVEYS. Embankment constructed outside of the lines and grades indicated will not be measured for payment.

1.9.4.3 Unit of Measure

Unit of measure: cubic yard.

1.9.5 Aggregate Surface

1.9.5.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for placing aggregate surface as indicated. Work includes, but is not limited to, placing aggregate, installation of geosynthetics, subgrade preparation, proof-rolling, and subgrade correction.

SECTION 01 22 00.00 13 Page 11 AMEND. 0001

1.9.5.2 Measurement

Aggregate Surface shall be measured for payment by the ton (2,000 pounds avoirdupois) in accordance with paragraph MEASUREMENT BY WEIGHT. A Quantity Survey is required to determine if placement is within the neat lines and tolerances. The survey shall be in accordance to the Quantity Surveys for Measurement and Payment specified in SECTION 01 71 23.05 13 CONTRACTOR SURVEYS. Payment will be made only for aggregate placed within the specified tolerances. All aggregate permitted by the Contracting Officer to remain outside the tolerances specified shall be deducted from the payment quantity. The excess volume shall be deducted from the payment quantity at the rate of 1.60 tons per cubic yard, regardless of actual weight per cubic yard.

1.9.5.3 Unit of Measure

Unit of measure: ton.

1.9.6 Aggregate Base

1.9.6.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for placing Aggregate Base as indicated. Work includes, but is not limited to, placing aggregate, installation of geosynthetics, subgrade preparation, proof-rolling, and subgrade correction.

1.9.6.2 Measurement

Aggregate Base shall be measured for payment by the ton (2,000 pounds avoirdupois) in accordance with paragraph MEASUREMENT BY WEIGHT. A Quantity Survey is required to determine if placement is within the neat lines and tolerances. The survey shall be in accordance to the Quantity Surveys for Measurement and Payment specified in SECTION 01 71 23.05 13 CONTRACTOR SURVEYS. Payment will be made only for aggregate placed within the specified tolerances. All aggregate permitted by the Contracting Officer to remain outside the tolerances specified shall be deducted from the payment quantity. The excess volume shall be deducted from the payment quantity at the rate of 1.60 tons per cubic yard, regardless of actual weight per cubic yard.

1.9.6.3 Unit of Measure

Unit of measure: ton.

1.9.7 Hot-Mix Asphalt

1.9.7.1 Payment

Payment will be made for furnishing all materials, equipment, and labor, and performing all operations necessary for hot-mix asphalt as indicated.

Work includes, but is not limited to, providing and constructing hot-mix asphalt (HMA), test sections, Superpave FAA 43, PG 58H-34 Asphalt Cement, prime coat, fog seal, tack coat and rumble strips. Payment will not be made for defective areas, including areas below acceptable thickness tolerance, until corrected. Perform one thickness determination core per 2,000 square yards of hot-mix asphalt constructed. Take thickness determination cores in accordance with NDDOT and NDDOT Field Sampling and

SECTION 01 22 00.00 13 Page 12 AMEND. 0001

Testing Manual. Payment will not be made for any material wasted, used for the convenience of the Contractor, unused, or rejected.

1.9.7.2 Measurement

Hot-Mix Asphalt will be measured by the number of square yards of asphalt pavement placed, as measured in the field by the Contractor and approved by the Contracting Officer after the work is complete. The measurement will be based on the top width of the full depth pavement. Slough width will not be included in the measurement for payment.

1.9.7.3 Unit of Measure

Unit of measure: square yard.

1.9.8 Pavement Marking

1.9.8.1 Payment

Payment will be made for furnishing all materials, equipment, and labor, and performing all operations necessary for pavement marking as indicated.

Work includes, but is not limited to, layout, surface preparation;

application of marking paint, material, or both; grooving of pavement, removal of existing pavement marking, and cleanup.

1.9.8.2 Measurement

Pavement Marking will be measured by the number of linear feet of pavement striping, as measured in the field by the Contractor and approved by the Contracting Officer after the work is complete.

1.9.8.3 Unit of Measure

Unit of measure: linear foot.

1.9.9 Seeding

1.9.9.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for Seeding as indicated. Work includes, but is not limited to, soil preparation, placement of seed, mulch, watering, and maintenance.

1.9.9.2 Measurement

Seeding shall be measured for payment by the acre. The area measured for payment will be limited to the areas designated for seeding as indicated.

The quantity will be determined by the Quantity Surveys for Measurement and Payment specified in SECTION 01 71 23.05 13 CONTRACTOR SURVEYS.

1.9.9.3 Unit of Measure

Unit of measure: acre.

SECTION 01 22 00.00 13 Page 13 AMEND. 0001

1.9.10 Turf Reinforcement Mat (TRM)

1.9.10.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for the installation of Turf Reinforcement Mat (TRM) as indicated. Work includes, but is not limited to, surface preparation, anchor pins, anchor trenches, 1-inch topsoil, and overlay with seed and hydraulic mulch.

1.9.10.2 Measurement

Turf Reinforcement Mat (TRM) shall be measured for payment by the square yard. The area measured for payment will be limited to the areas designated for TRM as indicated. The quantity will be determined by the Quantity Surveys for Measurement and Payment specified in SECTION

01 71 23.05 13 CONTRACTOR SURVEYS.

1.9.10.3 Unit of Measure

Unit of measure: square yard.

1.9.11 8-Foot by 12-Foot Reinforced Concrete Box Culvert

1.9.11.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for construction of 8 foot by 12 foot reinforced concrete box culvert as indicated. Work includes, but is not limited to, trench excavation, backfill, all fittings, connections, and appurtenances.

1.9.11.2 Measurement

Culvert shall be measured for payment by the linear foot and shall be measured along the centerline of the pipe not including the flared end section or headwall.

1.9.11.3 Unit of Measure

Unit of Measure: linear foot.

1.9.12 8-Foot by 12-Foot Reinforced Concrete Box Flared End

1.9.12.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for construction of 8 foot by 12 foot reinforced concrete box flared end as indicated. Work includes, but is not limited to, trench excavation, backfill, all fittings, connections, and appurtenances.

1.9.12.2 Measurement

Flared ends shall be measured for payment by each flared end section.

1.9.12.3 Unit of Measure

Unit of Measure: each.

SECTION 01 22 00.00 13 Page 14 AMEND. 0001

16 JAN 2024

1.9.13 10-Foot by 10-Foot Reinforced Concrete Box Culvert Supply

1.9.13.1 Payment

Payment will be made for furnishing 10 foot by 10 foot reinforced concrete box culverts to the site. Installation is addressed under a separate bid item.

1.9.13.2 Measurement

Culvert will be measured for payment by the linear foot and will not include the flared end section or headwall.

1.9.13.3 Unit of Measure

Unit of Measure: linear foot.

1.9.14 10-Foot by 10-Foot Reinforced Concrete Box Flared End Supply

1.9.14.1 Payment

Payment will be made for furnishing 10 foot by 10 foot reinforced concrete box flared ends to the site. Installation is addressed under a separate bid item.

1.9.14.2 Measurement

Flared ends will be measured for payment by each flared end section

1.9.14.3 Unit of Measure

Unit of Measure: each.

1.9.15 10-Foot by 10-Foot Reinforced Concrete Box Culvert Install

1.9.15.1 Payment

Payment will be made for furnishing all incidental materials, equipment and labor and performing all operations necessary for installation of 10 foot by 10 foot reinforced concrete box culvert as indicated. Work includes, but is not limited to, trench excavation, backfill, fittings, connections, and appurtenances. Supply is addressed under a separate bid item.

1.9.15.2 Measurement

Culvert will be measured for payment by the linear foot and will be measured along the centerline of the pipe not including the flared end section or headwall.

1.9.15.3 Unit of Measure

Unit of Measure: linear foot.

1.9.16 10-Foot by 10-Foot Reinforced Concrete Box Flared End Install

1.9.16.1 Payment

Payment will be made for furnishing all incidental materials, equipment and

SECTION 01 22 00.00 13 Page 15 AMEND. 0001 labor and performing all operations necessary for installation of 10 foot by 10 foot reinforced concrete box flared end as indicated. Work includes, but is not limited to, trench excavation, backfill, fittings, connections, and appurtenances. Supply is addressed under a separate bid item.

1.9.16.2 Measurement

Flared ends will be measured for payment by each flared end section.

1.9.16.3 Unit of Measure

Unit of Measure: each.

1.9.17 Corrugated Steel Pipe

1.9.17.1 Payment

Payment will be made for furnishing all materials, equipment, labor and performing all operations necessary for placement of corrugated steel pipe, per size and type as indicated. Work includes, but is not limited to, all related excavation, pipe, pipe placement, band fasteners, backfilling and compaction.

1.9.17.2 Measurement

Corrugated steel pipe shall be measured for payment by the linear foot (LF), in place along the centerline of the pipe from end to end, not including flared end.

1.9.17.3 Unit of Measure

Unit of measure: linear foot.

1.9.18 Corrugated Steel Flared End

1.9.18.1 Payment

Payment will be made for furnishing all materials, equipment, labor and performing all operations necessary for placement of corrugated steel flared end, per size and type as indicated. Work includes, but is not limited to, all related excavation, flared end, placement, band fasteners, backfilling and compaction.

1.9.18.2 Measurement

Corrugated steel pipe flared end shall be measured for payment by each (EA).

1.9.18.3 Unit of Measure

Unit of measure: each.

1.9.19 Reinforced Concrete Pipe (RCP)

1.9.19.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for providing RCP per size and type as indicated. Work includes, but is not limited to, excavation, backfill, toe wall, all fittings, connections, and appurtenances.

SECTION 01 22 00.00 13 Page 16 AMEND. 0001

1.9.19.2 Measurement

RCP will be measured for payment by the linear foot (LF) along the centerline of the pipe from end to end, not including flared end.

1.9.19.3 Unit of Measure

Unit of Measure: linear foot.

1.9.20 Reinforced Concrete Pipe Flared End Section

1.9.20.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for construction of the RCP flared end section per size and type as indicated. Work includes, but is not limited to, excavation, backfill, toe wall, all fittings, connections, and appurtenances.

1.9.20.2 Measurement

RCP flared end section will be measured for payment by Each.

1.9.20.3 Unit of Measure

Unit of Measure: each.

1.9.21 Headwall

1.9.21.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for construction of the headwall as indicated. Work includes, but is not limited to, concrete, excavation, backfill, all fittings, connections, handrails, and appurtenances.

1.9.21.2 Measurement

Headwall will be measured for payment by Each.

1.9.21.3 Unit of Measure

Unit of Measure: each.

1.9.22 Headwall Slab

1.9.22.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for construction of the headwall as indicated. Work includes, but is not limited to, concrete, excavation, backfill, all fittings, connections, and appurtenances.

1.9.22.2 Measurement

Headwall will be measured for payment by Each.

SECTION 01 22 00.00 13 Page 17 AMEND. 0001

1.9.22.3 Unit of Measure

Unit of Measure: each.

1.9.23 Bulkheads

1.9.23.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for the installation of the bulkheads as indicated. Work includes but is not limited to fabrication, transportation, and installation of anchors to secure the bulkhead.

1.9.23.2 Measurement

Bulkheads will be measured for payment by Each.

1.9.23.3 Unit of Measure

Unit of Measure: each.

1.9.24 60-Inch Flap Gates

1.9.24.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for the installation of the 60-Inch Flap Gates as indicated. Work includes, but is not limited to, supply of the flap gates to the site and installation with hardware.

1.9.24.2 Measurement

Flap gates will be measured for payment by Each.

1.9.24.3 Unit of Measure

Unit of Measure: each.

1.9.25 Bedding

1.9.25.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for placing bedding material of each type as indicated. Work includes, but is not limited to, excavation, subgrade preparation, furnishing and installation of geosynthetics.

1.9.25.2 Measurement

Bedding must be measured for payment by the ton (2,000 pounds avoirdupois) in accordance with paragraph MEASUREMENT BY WEIGHT. A survey is required to determine if placement is within the neat lines and tolerances. The survey shall be in accordance to the Quantity Surveys for Measurement and Payment specified in SECTION 01 71 23.05 13 CONTRACTOR SURVEYS. Payment will be made only for rock placed within the specified tolerances. All rock permitted by the Contracting Officer to remain outside the tolerances specified shall be deducted from the payment quantity. The excess volume shall be deducted from the payment quantity at the rate of 1.60 tons per cubic yard, regardless of actual weight per cubic yard.

SECTION 01 22 00.00 13 Page 18 AMEND. 0001

1.9.25.3 Unit of Measure

Unit of measure: ton.

1.9.26 Riprap

1.9.26.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for placing riprap of each type as indicated. Work includes, but is not limited to, excavation and stone placement.

1.9.26.2 Measurement

Riprap must be measured for payment by the ton (2,000 pounds avoirdupois) in accordance with paragraph MEASUREMENT BY WEIGHT. A survey is required to determine if placement is within the neat lines and tolerances. The survey shall be in accordance to the Quantity Surveys for Measurement and Payment specified in SECTION 01 71 23.05 13 CONTRACTOR SURVEYS. Payment will be made only for rock placed within the specified tolerances. All rock permitted by the Contracting Officer to remain outside the tolerances specified shall be deducted from the payment quantity. The excess volume shall be deducted from the payment quantity at the rate of 1.40 tons per cubic yard, regardless of actual weight per cubic yard.

1.9.26.3 Unit of Measure

Unit of measure: ton.

1.9.27 Access Gates

1.9.27.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for the installation of the access gates as indicated. Work includes but is not limited to supply of the gates and installation including concrete per details.

1.9.27.2 Measurement

Access gates will be measured for payment by Each.

1.9.27.3 Unit of Measure

Unit of Measure: each.

1.9.28 Monthly Internet Service

1.9.28.1 Payment

Payment will be for furnishing all materials, equipment, and labor and performing all operations necessary for the installation and maintenance of Government Field Office fixed WiFi internet service matching the performance characteristics and service provided to the Contractor's field office. Payment shall be made with periodic progress payments and shall cover only the service months covered in the periodic progress payment.

The Government shall not be responsible for any late fees accrued as a

SECTION 01 22 00.00 13 Page 19 AMEND. 0001 result Contractor not submitting periodic progress payment request in a timely manner. Payment shall not be made in advance. Monthly Internet Service will be measured on a monthly basis.

1.9.28.2 Unit of Measure

Unit of measure: month

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 22 00.00 13 Page 20 AMEND. 0001

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Fargo-Moorhead Metro FRM Reach SE-2B

10 14 54 G CIVPermanent Sign Materials G CIVGalvanizing Certification G CIVConcrete

31 00 00.00 13 SD-01 Preconstruction Submittals

2.3 G GEOPlan of Operations

SD-02 Shop Drawings 2.1.9Foundation Preparation Checklist

Nuclear Density Calibration Curve

Operator Certifications SD-06 Test Reports

2.4Daily Earthwork Report Forms

2.5 G GEOEarthwork Final Report

2.6Summary of Density Testing

Results Summary of Proctor Tests

3.19Daily Standard Count Log 31 05 19 SD-03 Product Data

2.2Manufacturing Quality Control Sampling and Testing

2.1.2Thread SD-07 Certificates

2.1.1Geotextile 31 32 11 SD-01 Preconstruction Submittals

3.3 GTRM Installation Plan

SD-02 Shop Drawings

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

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AMEND. 0001

16 JAN 2024

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 12 PAGES

31 32 11 Maintenance Record SD-03 Product Data

2.1 GTurf Reinforcement Mat (TRM)

SD-07 Certificates

2.1 GTurf Reinforcement Mat (TRM)

1.5Warranty

32 11 16.00 13 SD-01 Preconstruction Submittals Aggregate Sources

SD-04 Samples 2.2Aggregate Sample

SD-06 Test Reports 3.15Testing

32 12 17 SD-02 Shop Drawings GAsphalt Quality Control Plan

SD-06 Test Reports Asphalt Core Test Results

SD-07 Certificates Asphalt Manifests Permit for Water Usage and Water Tank Calibration

Asphalt Pavement Prime Coat Tack Coat Scale Certificate

32 17 23 SD-03 Product Data

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

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32 17 23 G CIVPavement Marking Data Logging System Daily Report

SD-07 Certificates G CIVPavement Marking Data Logging

System Certificate Pavement Marking Paint Glass Beads Marking Film Raised Pavement Markers

32 31 13 SD-02 Shop Drawings GGate GHardware and Accessories

SD-03 Product Data

2.2 GZinc Coating

32 92 19.01 13 SD-01 Preconstruction Submittals GTurf Establishment Plan

SD-03 Product Data GManufacturer's Literature

SD-06 Test Reports GSeed Test GQuantity Check GMaintenance Record

SD-07 Certificates GCertificates of Compliance

33 11 01 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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33 11 01 3.3 GECDGDescription Of Disinfection Procedures

1.4 GECDNHydrostatic Testing Plan

SD-02 Shop Drawings

2.3 GECDNThrust Restraint

2.7 GECDGCombination Air Valves

SD-03 Product Data

2.1 GECDNDisinfection Chemicals

2.4.1.1 GECDNTrace Wire

2.4.1.2 GECDNSplice Connectors

2.4.1.3 GECDNTerminal Boxes

2.4.1.4 GECDNGround Rod

2.5 GECDGUtility Distribution Piping

2.6 GECDGValves

2.7 GECDGCombination Air Valves

SD-06 Test Reports

1.4 GECDNHydrostatic Testing Reports

SD-07 Certificates

1.3 GECDGDisinfection Certificate of

Compliance

1.4 GECDNDisinfection Manufacturer

1.4 GECDNDisinfection Applicator

1.4 GECDNHydrostatic Testing Applicator

1.4 GECDNThrust Restraint Fabricator

1.4 GECDNThrust Restraint Manufacturer

SUBMITTAL REGISTER

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33 11 01 1.4 GECDNThrust Restraint Licensed Professional

1.4 GECDNUtility Distribution Piping Installer

1.4 GECDNUtility Distribution Piping

Manufacturer

1.4 GECDNValve Installer

1.4 GECDNValve Manufacturer

3.3 GECDNDisinfectant Quality Standard

SD-08 Manufacturer’s Instructions

1.5 GECDNDelivery, Storage, and Handling

3.3 GECDNThrust Restraint Installation

2.6 GECDGValves

2.7 GECDGCombination Air Valves

SD-09 Manufacturer’s Field Reports

2.7 GECDGCombination Air…