W91238-21-R-0047_FHL_RTA_Vol_1_Specs(Div00-05)_14MAY2021.pdf

Volume 1 of 2 Specifications

For

Secondary Wastewater Treatment and Purple Pipe Distribution System

At

Fort Hunter Liggett, California

Issue Date - April 2021

US Army Corps of Engineers

SOLICITATION NO.: W91238-21-R-0047

CONTRACT NO.:

THIS PAGE INTENTIONALLY LEFT BLANK

and Purple Pipe Distribution System

PW\DEN003\697284 Section 00 01 07 Page 1

SECTION 00 01 07

SEALS PAGE

SPECIFICATIONS

01 45 33, SPECIAL INSPECTIONS

02 41 00, DEMOLITION

DIVISION 03—CONCRETE

DIVISION 05—METALS

DIVISION 09—FINISHES

DIVISION 13—SPECIAL CONSTRUCTION

44 42 25.02, PREFABRICATED FIBER REINFORCED PLASTIC (FRP) TANK COVER

Jeremy A. Kellogg

4/7/21

Solicitation No.: W91238-21-R-0047 Contract No.: XXXXXXXXXXXXXXXXXXXX

PW\DEN003\697284 Section 00 01 07 Page 2

SPECIFICATIONS

01 91 00.15 10, PLANT EQUIPMENT TESTING, FACILITY STARTUP, COMMISSIONING, AND

SHORT-TERM OPERATION

DIVISION 46—WATER AND WASTEWATER EQUIPMENT

Ryujiro Tsuchihashi

04/07/21

PW\DEN003\697284 Section 00 01 07 Page 3

SPECIFICATIONS

02 81 00, TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

Jeffrey Dana Enzminger

04/07/21

PW\DEN003\697284 Section 00 01 07 Page 4

SPECIFICATIONS

22 00 00, PLUMBING, GENERAL PURPOSE

33 05 23.23, UTILITY HORIZONTAL DIRECTIONAL DRILL

33 16 16, WATER STORAGE FLEXIBLE MEMBRANE TANK

Kyle Hamilton

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SPECIFICATIONS

22 13 29, SANITARY SEWER PUMPS

35 45 05.00, INLINE MULTISTAGE CENTRIFUGAL PUMPS

40 05 13, PIPELINES, PROCESS PIPING

Michael R. Riess

6/30/21

04/02/2021

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SPECIFICATIONS

DIVISION 26—ELECRICAL

33 71 01, OVERHEAD TRANSMISSION AND DISTRIBUTION

Stephen D. Parker

4/2/2021

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SPECIFICATIONS

DIVISION 31—EARTHWORK

33 47 13, POND AND RESERVOIR LINERS

Mark R. Twede

04/07/21

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SPECIFICATIONS

DIVISION 32—EXTERIOR IMPROVEMENTS

33 40 00, STORM DRAINAGE UTILITIES

Travis J. Howard

SPECIFICATIONS

40 95 00, PROCESS CONTROL

Dhumal N. Aturaliye

END OF SECTION

PW\DEN00J\697284 Section 00 01 07 Page 9

Contract No.:

PW\DEN003\697284 PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

VOLUME 1 OF 3

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

ATTACHMENTS:

MEMORANDUM OF AGREEMENT (MOA)

CESPK FORM 450 CONTRACTOR EQUIPMENT DATA SHEET

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

ATTACHMENT:

DD FORM 1354 TRANSFER AND ACCEPTANCE OF DOD PROPERTY

01 33 00 SUBMITTAL PROCEDURES

ATTACHMENT:

ENG FORM 4025-R TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT

DATA, MATERIAL SAMPLES, OR MANUFACTURER’S

CERTIFICATES OF COMPLIANCE

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 41 QUALITY CONTROL

ATTACHMENT:

SAMPLE FORMS

CESPK 415-1-2 CONSTRUCTION CONTROL MANUAL

01 45 00.15 41 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

ATTACHMENTS:

STATEMENT OF SPECIAL INSPECTIONS

SPECIAL INSPECTION SCHEDULE

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

ATTACHMENT:

USACE ECB 2020-1 CONSTRUCTION PROJECT SIGNS AND USE OF

THE ARMY STAR

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

ATTACHMENT:

PROJECT SIGN DETAILS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 PLANT EQUIPMENT TESTING, FACILITY STARTUP, COMMISSIONING,

AND SHORT-TERM OPERATION

ATTACHMENTS:

UNIT PROCESS STARTUP FORM

FACILITY PERFORMANCE DEMONSTRATION/CERTIFICATION FORM

PW\DEN003\697284 PROJECT TABLE OF CONTENTS Page 2

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

VOLUME 2 OF 3

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 PRE-ENGINEERED METAL CANOPY

13 48 00 BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 13 29 SANITARY SEWAGE PUMPS

DIVISION 26 - ELECTRICAL

26 05 00.00.40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

ATTACHMENT 1:

GEOTECHNICAL DATA APPENDICES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

PW\DEN003\697284 PROJECT TABLE OF CONTENTS Page 3

DIVISION 33 - UTILITIES

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 16 16 WATER STORAGE FLEXIBLE MEMBRANE TANK

33 40 00 STORM DRAINAGE UTILITIES

33 47 13 POND AND RESERVOIR LINERS

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 45 05.00 INLINE MULTISTAGE CENTRIFUGAL PUMPS

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 13 PIPELINES, PROCESS PIPING

40 95 00 PROCESS CONTROL

ATTACHMENTS:

ATTACHMENT A, PROCESS CONTROL DESCRIPTIONS

ATTACHMENT B, RECYCLED WATER TREATMENT PLANT I/O LIST

DIVISION 44 - POLLUTION AND WASTE CONTROL EQUIPMENT

44 42 25.02 PREFABRICATED FIBER REINFORCED PLASTIC (FRP) TANK COVER

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 07 53 PACKAGED TREATMENT EQUIPMENT, DISSOLVED AIR

FLOTATION

46 30 00 WATER AND WASTEWATER CHEMICAL FEED SYSTEMS

46 61 00 FILTRATION EQUIPMENT

VOLUME 3 OF 3 – DRAWINGS (BOUND SEPARATELY)

-- End of Project Table of Contents --

Secondary Wastewater Treatment Solicitation No.: W91238-21-R-0047 and Purple Pipe Distribution System Contract No.:

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the Drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

NO. CADD NUMBER SHEET

REF

NO.

TITLE OF DRAWING

001 - GENERAL AND DISCIPLINE LEGENDS

1 W91278_001_G-001.dgn G-001 COVER SHEET, VICINITY MAP AND

LOCATION MAP

2 W91278_001_G-002.dgn G-002 INDEX TO DRAWINGS

3 W91278_001_G-003.dgn G-003 ABBREVIATIONS AND GENERAL SYMBOLS

4 W91278_001_C-001.dgn C-001 CIVIL LEGEND AND GENERAL NOTES

5 W91278_001_S-001.dgn S-001 STRUCTURAL NOTES 1

6 W91278_001_S-002.dgn S-002 STRUCTURAL NOTES 2

7 W91278_001_M-001.dgn M-001 MECHANICAL LEGEND AND NOTES

8 W91278_001_EI001.dgn EI001 INSTRUMENTATION AND CONTROL LEGEND

9 W91278_001_EI002.dgn EI002 INSTRUMENTATION AND CONTROL LEGEND

10 W91278_001_E-001.dgn E-001 ELECTRICAL LEGEND 1

11 W91278_001_E-002.dgn E-002 ELECTRICAL LEGEND 2

12 W91278_001_X-601.dgn X-601 PROCESS FLOW DIAGRAM

13 W91278_001_X-602.dgn X-602 PROCESS DESIGN CRITERIA

005 - CIVIL

14 W91278_005_C-100.dgn C-100 OVERALL SITE PLAN AND HAUL ROAD

ROUTE

15 W91278_005_C-101.dgn C-101 OVERALL SITE PLAN AND SURVEY

CONTROL

PW\DEN003\697284 DOCUMENT 00 01 15 Page 1

NO. CADD NUMBER SHEET

REF

NO.

TITLE OF DRAWING

16 W91278_005_C-102.dgn C-102 RECYCLED WATER TREATMENT PLANT

SITE PLAN

17 W91278_005_C-103.dgn C-103 RECYCLED WATER TREATMENT PLANT

LAYOUT AND GRADING PLAN

18 W91278_005_C-104.dgn C-104 RECYCLED WATER TREATMENT PLANT

RECEIVING POND PLAN

19 W91278_005_C-301.dgn C-301 RECYCLED WATER TREATMENT PLANT

TYPICAL SECTION

20 W91278_005_C-302.dgn C-302 RECYCLED WATER TREATMENT PLANT

RECEIVING POND SECTIONS AND DETAILS

21 W91278_005_C-401.dgn C-401 RWDS OVERALL PLAN AND SHEET LIMITS

22 W91278_005_C-402.dgn C-402 RECYCLED WATER DISTRIBUTION SYSTEM

PLAN

23 W91278_005_C-403.dgn C-403 RECYCLED WATER DISTRIBUTION SYSTEM

PLAN

24 W91278_005_C-404.dgn C-404 RECYCLED WATER DISTRIBUTION SYSTEM

PLAN

25 W91278_005_C-405.dgn C-405 RECYCLED WATER DISTRIBUTION SYSTEM

PLAN

26 W91278_005_C-406.dgn C-406 RECYCLED WATER DISTRIBUTION SYSTEM

PLAN

27 W91278_005_C-407.dgn C-407 RECYCLED WATER DISTRIBUTION SYSTEM

PLAN

28 W91278_005_C-408.dgn C-408 RECYCLED WATER DISTRIBUTION SYSTEM

ALIGNMENT A PLAN

29 W91278_005_C-409.dgn C-409 RECYCLED WATER DISTRIBUTION SYSTEM

ALIGNMENT B AND C PLAN

30 W91278_005_C-410.dgn C-410 RECYCLED WATER DISTRIBUTION SYSTEM

ALIGNMENT D PLAN

31 W91278_005_C-411.dgn C-411 RECYCLED WATER DISTRIBUTION SYSTEM

ALIGNMENT D PLAN

32 W91278_005_C-412.dgn C-412 RECYCLED WATER DISTRIBUTION SYSTEM

ALIGNMENT E, F AND G PLAN

33 W91278_005_C-413.dgn C-413 RECYCLED WATER DISTRIBUTION

SYSTEM PROFILE

PW\DEN003\697284 DOCUMENT 00 01 15 Page 2

NO. CADD NUMBER SHEET

REF

NO.

TITLE OF DRAWING

007 - YARD PIPING

34 W91278_007_CU101.dgn CU101 YARD PIPING PLAN

35 W91278_007_CU102.dgn CU102 YARD PIPING PLAN

100 - RECEIVING POND AND LAGOON 1 RWTP FEED PUMP STATIONS

36 W91278_100-S-110.dgn S-110 PLAN, SECTION AND DETAILS

37 W91278_100_M-110.dgn M-110 PLAN AND SECTION

200 - RECYCLED WATER TREATMENT PLANT (RWTP)

38 W91278_200_S-120.dgn S-120 RWTP FOUNDATION PLAN

39 W91278_200_S-320.dgn S-320 RWTP SECTION

40 W91278_200_M-120.dgn M-120 RWTP PLAN

41 W91278_200_M-320.dgn M-320 RWTP SECTIONS AND DETAIL

42 W91278_200_M-321.dgn M-321 RWTP SECTIONS

43 W91278_200_M-322.dgn M-322 RWTP SECTIONS

44 W91278_200_P-120.dgn P-120 RWTP PLUMBING PLAN

300 - RECYCLED WATER DISTRIBUTION SYSTEM (RWDS) STORAGE TANK

45 W91278_300_S-130.dgn S-130 PLAN AND SECTION

46 W91278_300_M-130.dgn M-130 PLAN AND SECTION

700 - INSTRUMENTATION AND CONTROLS

47 W91278_700_EI600.dgn EI600 EQUIPMENT SCHEDULE

48 W91278_700_EI601.dgn EI601 P & ID - RWTP FEED PUMP STATIONS

49 W91278_700_EI602.dgn EI602 P & ID - DISSOLVED AIR FLOTATION

SYSTEM

50 W91278_700_EI603.dgn EI603 P & ID - FILTRATION

51 W91278_700_EI604.dgn EI604 P & ID - DISINFECTION

52 W91278_700_EI605.dgn EI605 P & ID - STORAGE AND RWDS PUMPS

53 W91278_700_EI606.dgn EI606 P & ID - RECYCLED WATER

DISTRIBUTION AND STORAGE

PW\DEN003\697284 DOCUMENT 00 01 15 Page 3

NO. CADD NUMBER SHEET

REF

NO.

TITLE OF DRAWING

54 W91278_700_EI607.dgn EI607 COMMUNICATIONS BLOCK DIAGRAM

55 W91278_700_EI608.dgn EI608 LCP - RWTP CONTROL PANEL ELEVATIONS

800 - ELECTRICAL

56 W91278_800_E-100.dgn E-100 ELECTRICAL SITE PLAN 1

57 W91278_800_E-101.dgn E-101 ELECTRICAL SITE PLAN 2

58 W91278_800_E-102.dgn E-102 RWTP PLAN

59 W91278_800_E-103.dgn E-103 RWTP FACILITY PLAN

60 W91278_800_E-104.dgn E-104 RECEIVING POND, LAGOON 1 RWTP FEED

PUMPS, RWDS STORAGE TANK PLANS AND

LUMINAIRE SCHEDULE

61 W91278_800_E-601.dgn E-601 ONE-LINE DIAGRAM AND PANEL BOARD

SCHEDULE

62 W91278_800_E-602.dgn E-602 CONNECTION BLOCK DIAGRAM

63 W91278_800_E-603.dgn E-603 MOTOR CONTROL DIAGRAMS

900 - STANDARD DETAILS

64 W91278_900_SC501.dgn SC501 STANDARD DETAILS - CIVIL

65 W91278_900_SC502.dgn SC502 STANDARD DETAILS - CIVIL

66 W91278_900_SS501.dgn SS501 STANDARD DETAILS - STRUCTURAL

67 W91278_900_SS502.dgn SS502 STANDARD DETAILS - STRUCTURAL

68 W91278_900_SS503.dgn SS503 STANDARD DETAILS - STRUCTURAL

69 W91278_900_SM501.dgn SM501 STANDARD DETAILS - MECHANICAL

70 W91278_900_SM502.dgn SM502 STANDARD DETAILS - MECHANICAL

71 W91278_900_SE501.dgn SE501 STANDARD DETAILS - ELECTRICAL

72 W91278_900_SE502.dgn SE502 STANDARD DETAILS - ELECTRICAL

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the Drawings for information.

PW\DEN003\697284 DOCUMENT 00 01 15 Page 4

1.3.1 Subsurface Data

Subsurface data, not specified or indicated, have been obtained by the Government at the station. The data are available for examination by prospective bidders in the office of the Contracting Officer. The soils report is included as part of the solicitation.

-- End of Document --

PW\DEN003\697284 DOCUMENT 00 01 15 Page 5

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SECTION 01 00 00

GENERAL REQUIREMENTS

05/17

PART 1 GENERAL

1.1 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

ER 415-1-15 (1989) Construction Time Extensions for Weather

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

CESPK FORM 450 (1992) Contractor Equipment Data Sheet

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

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

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

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wct.army.mil/modules/employers/e1-hireOurSoldiers.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes

PW\DEN003\697284 SECTION 01 00 00 Page 1 http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material https://www.dol.gov/veterans/Employer-Guide-to-Hire-Veterans-DEC-2017.pdf

1.3 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:

1.4 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this Contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the Contract price.

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the Contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the Contract. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish and any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

1.7 GENERAL SAFETY REQUIREMENTS

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1. Enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work to be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.8.2 Construction Equipment

In addition to the requirements of EM 385-1-1, all temporary wiring conductors installed for operation of construction tools and equipment must be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring to be secured above the ground or floor in a workmanlike manner and cannot present an obstacle to persons or

PW\DEN003\697284 SECTION 01 00 00 Page 2 equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.8.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70, all 15 and 20-ampere receptacle outlets used for obtaining power during construction are to have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws to be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70, except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets will have GFCI'S, and are to be properly grounded. Provide a testing means which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

1.9 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the drawings and not visible as to the date of this Contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, an equitable adjustment in the Contract price to be made pursuant to the Contract Clause CHANGES to cover the cost of any additional pertinent work or delay.

1.10 PLANNED UTILITY OUTAGES AND STREET CLOSURES

All utility outages and street closures to be of as short a duration as possible and to be scheduled as far in advance as possible with the Contracting Officer, in no case less than 7 days before the outage or closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and the Contractor will be held responsible for any violations.

1.11 EXCAVATION PERMITS

All excavation permits will be issued to the Contractor from the Directorate of Engineering and Housing (DEH), through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required is 14 calendar days.

Questions concerning the excavation permit should be directed to the Contracting Officer.

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather. In order for the Contracting Officer to award a time extension under this clause, the following

PW\DEN003\697284 SECTION 01 00 00 Page 3 conditions are to be satisfied:

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

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

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

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

STATE

CALIFORNIA

INSTALLATION/NOAA STATION

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

c. Upon execution of the Notice to Proceed (NTP) and continuing throughout the Contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Refer to ER 415-1-15.

1.13 EQUIPMENT DATA FORM

In conjunction with paragraph, UAI 31.105-101 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, submit CESPK FORM 450 for all necessary equipment to perform work requiring adjustment of Contract price and must submit these forms with the modification proposals. A sample form is attached at the end of this Section.

1.14 SPECIAL CONSTRUCTION PROCEDURES

1.15 SALVAGE RIGHTS, WOOD PRODUCTS

All wood and debris becomes the Contractor's property.

1.16 AREAS OF RADAR RADIATION HAZARD

The work under this Contract is to be performed in, or in the vicinity of, areas that may be hazardous at times due to radar radiation. Construction activities and Contractor's personnel cannot be allowed within such areas without prior arrangement with and the approval of the Contracting

PW\DEN003\697284 SECTION 01 00 00 Page 4

Officer. Maintain a close working relationship with the Contracting Officer's representative and govern his activities within such areas as said representative may arrange with operating personnel of the Air Force.

1.17 HAZARDOUS NOISE AREA

Work area for this Contract is located within a high noise area and can be hazardous to the human ear. Provide adequate ear protection as may be required for Contractor's personnel at the job site.

1.18 COLOR SCHEME FOR CONTRACTOR FACILITIES

a. All Contractor storage and operational facilities including temporary structures, signs and fencing, that remain at the site are to be compatible with the color scheme used on the project signs as directed by the Contracting Officer.

1.19 RED ZONE MEETING

Approximately 42 days prior to , the Contractor and the Government's project delivery team will conduct the Red Zone Meeting to discuss the close-out process, and to schedule the events and review responsibilities for actions necessary to produce a timely physical and fiscal project close-out.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction conference that contains the materials specifed in SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide five conformed hard copy sets reproduced from the PDF Contract Documents provided by the Contracting Officer at the time of award. The hard copy drawings must be two sets of ANSI D (22" x 34")and three sets of half size (11" x 17") 3-hole punched and bound with metal posts. The five sets of specifications must be standard letter (8-1/2" x 11") 3-hole punched and bound with metal posts. Submit these documents within 5 work days of the receipt of the AWARD documents from the Government.

-- End of Section --

PW\DEN003\697284 SECTION 01 00 00 Page 5

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SECTION 01 11 00

SUMMARY OF WORK

08/15

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

Salvage Plan; G

OPSEC Standing Operating Procedure/Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes modification of the existing treatment system, the installation of a side-stream wastewater treatment facility and the installation of a recycled water distribution system for the production and delivery of recycled water. The work includes the cleaning and lining of the existing Receiving Pond with a synthetic liner installation of two pumping stations to extract partially treated wastewater from the existing lagoon treatment system and installation of a vendor supplied dissolved air flotation unit (DAF), a synthetic media filter and chlorine disinfection system to produce recycled water compliant with California Title 22 Disinfected Tertiary Recycled Water standards. The distribution system includes a pump station, remote storage tank, and associated piping to deliver recycled water for landscape irrigation, truck washing and non-potable indoor plumbing uses, and incidental related work.

1.2.2 Location

The work is located at the Fort Hunter Liggett, California, approximately as indicated on Drawings. The exact location will be shown by the Contracting Officer.

1.2.3 Personnel Security

Contractor personnel required to access an Army Network to perform their duties, shall successfully complete, as a minimum, a Tier 1 background investigation processed through the Office of Personnel Management (OPM).

These investigations shall be submitted by the installation Personnel Security Manager at no cost to the Contractor. Prior to the Contractor reporting to the installation to commence work, the Contractor's company will submit the required documentation, obtained from the installation Personnel Security Manager. It is the contractor's responsibility to ensure that the information for all employees on contract accessing FHL is provided to the installation Personnel Security Manager (i.e., the required information to initiate the T1) within thirty days of reporting to work on

PW\DEN003\697284 SECTION 01 11 00 Page 1 the installation. Upon initiation of the T1, the Contractor will have a window of seven days to complete the background investigation package for applicable employees. The Contractor will not adequately be performing the scope of work if its employees do not fill out the aforementioned questionnaire within seven days of reporting to work on the resultant Task Order (with performance at FHL). Failure to provide the necessary documentation for the local Police vetting or the T1 background investigation are grounds for contract termination. The Common Access Card (CAC) and/or access to an Army Network will only be authorized after the T1 background investigation has been opened by OPM and a clear FBI finger print check has been received by the Personnel Security Manager.

1.2.4 OPSEC

For Contracts that Require an OPSEC Standing Operating Procedure/Plan. The Contractor shall develop an OPSEC Standing Operating Procedure (SOP)/Plan within 90 calendar days of contract award, to be reviewed and approved by the responsible Government OPSEC officer, per AR 530-1, Operations Security. This SOP/Plan will include the government's critical information, why it needs to be protected, where it is located, who is responsible for it, and how to protect it. In addition, the Contractor shall identify an individual who will be an OPSEC Coordinator. The contractor will ensure this individual becomes OPSEC Level II certified per

AR 530-1.

For Contracts that Require OPSEC Training. Per AR 530-1, Operations Security, new contractor employees must complete Level I OPSEC training within 30 calendar days of their reporting for duty. All contractor employees must complete annual OPSEC awareness training. OPSEC training is available through the Fort Hunter Liggett Security Office, 831-386-2119/3814.

1.2.5 Industrial Security

For Contracts That Require Handling or Access to Classified Information.

The Contractor shall comply with FAR 52.204-2, Security Requirements. This clause involves access to information classified "Confidential," "Secret," or "Top Secret" and requires contractors to comply with- (1) The Security Agreement (DD Form 441), including the National Industrial Security Program Operating Manual (DoD 5220.22-M); any revisions to DOD 5220.22-M, notice of which has been furnished to the contractor. For more information and required forms, contact the Fort Hunter Liggett Security Office at 831-386-2119/3814.

1.2.6 Anti-Terrorism

At a minimum, the following Anti-Terrorism (AT) measures will be considered for all contracts. All AT, OPSEC and other security related language and clauses should be consolidated into one section (e.g., Security Requirements) of the Performance Work Statement (PWS) and Statement of Work (SOW) contract; the RA then submits.

1.2.7 Contract Language

During FPCONs Charlie and Delta, non-mission essential services may be discontinued. Fort Hunter Liggett Garrison Commander (or their designee) will notify the COR when to resume services once the FPCON level is reduced to level Bravo or lower. The COR will determine which contract personnel are considered mission essential as well as which contract employees are

PW\DEN003\697284 SECTION 01 11 00 Page 2 required to report for duty and remain on duty during declared emergencies and/or elevated FPCON levels unless otherwise directed by the contacting officer. The COR will document in writing to Fort Hunter Liggett Directorate of Emergency Services (DES) Police which contract personnel are mission essential.

1.2.8 Ensure Contracts Incorporate at Level I Requirements

**AR 525-13 para 5-26b(2)(a)(b)

1.2.9 AT level I Awareness Training (AT Measures for Logistics and Other Contracting

**AR 525-13 5-19, 17 February 2017

a. Standard 18(5) / AR 525-13

b. Standard 24 Formal AT Training

c. Standard 25 Level I AT Awareness Training

All Contractor employees, including subcontractor employees, requiring access to Army installations, facilities, or controlled access areas shall complete AT Level I Awareness Training within 7 calendar days after contract start date or effective date of incorporation of this requirement into the contract; whichever applies. The Contractor shall submit certificates of completion for each associated contractor employee and subcontractor employee to the COR (or submit to Contracting Officer, if a COR is not assigned) within 10 calendar days after completion of training by all employees and subcontractor personnel. The COR will assure all Contractors, contractor employees and all associated subcontractors' employees AT Level I Training is current, all current AT Level I certificates (new and refresher training), are provided to FHL Antiterrorism Office, DPTMS building 290, annually or until said contract expires. AT Level I Awareness Training is available at https://jkodirect.jten.mil. Face to face AT Level I Training can be coordinated with the Fort Hunter Liggett (FHL) Installation ATO at (831) 386-3816. This is an annual requirement.

1.2.10 Annual AT Level I Awareness Training

May be accomplished by one of two means:

a. Under the instruction of a qualified Level I AT Awareness Instructor (Level II Trained and Certified ATO)

b. Or completion of a DoD-sponsored and certified computer or web-based distance learning instruction.

AT Level I Training is available at the following website:

https://Jkodirect.jten.mil.

1.2.11 AT Awareness Training for Personnel Traveling Overseas

(Contracts that require employees to travel overseas will add the following language in the PWS)

Department of Defense Civilians, U.S. based contractor employees and associated subcontractor employees traveling overseas are required to receive government-provided AT awareness training specific to the area of responsibility (AOR). All contractor employees and associated

PW\DEN003\697284 SECTION 01 11 00 Page 3 subcontractors traveling overseas will contact FHL AT Branch at (831) 386-2689/3816 within 30 days of traveling overseas to schedule an overseas area of operation (AO) briefing as directed by AR 525-13.

1.2.12 iWATCH Training Requirements

An ATO (Level II Trained and Certified) will facilitate, face to face in-person iWATCH Training for Contractors and all associated subcontractors' employees via FHL ATO. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR, iWATCH line

(831) 386-3457 or DES Police (831) 386-2526. The COR will track completion of training. The COR will provide a roster of attendees and the ATO will certify attendee roster after completion of training. The Contractor and all associated subcontractors' shall provide the roster to the COR no more than 10 days after project start and within 10 calendar days for new employees commencing performance. COR will give a copy to the ATO.

Individual records will be updated to reflect completion of the iWATCH training. The Contractor and all associated subcontractors' shall encourage personnel to report suspicious activity and/or stolen equipment.

iWATCH Training is an annual requirement.

1.2.13 Food and Water Delivery Requirements

**AR 525.13 / USARNORTH FPCON Directive / USARNOTH Instruction 10-222 / DoDI 2000.12 / DoDI O-2000.16v2

The supplies delivered under this contract shall be transported in delivery conveyances maintained to prevent tampering with and/or contamination of the supplies, and if applicable, equipped to maintain a prescribed temperature. All delivery vehicles will also be subject to inspection at any time and any place by the COR, Post Veterinarian (or designee), and/or Law Enforcement Officials. When the sanitary conditions of the delivery conveyance have led, or may lead to product contamination, adulteration, constitute a health hazard, or the delivery conveyance is not equipped to maintain prescribed temperatures, or the transport results in product 'unfit for intended purpose', supplies tendered for acceptance may be rejected without further inspection. As the holder of a contract with the Department of Defense (DoD), it is incumbent upon the awardee to insure that all products and/or packaging have not been tampered or contaminated.

Delivery conveyances will be locked and sealed at all times; except when actively loading or unloading. Contractors and all associated subcontractors' shall provide company SOP to COR, explaining in detail, procedures for securing and removing a seal during transportation of supplies. Unsecured vehicles will not be left unattended. All incoming truck drivers will provide adequate identification upon request. In the event of an identified threat to an installation, or a heightened force protection/Homeland Security Threat/FPCON Level, the contractor may be required to adjust delivery routes to minimize vulnerability risks and enable direct delivery to DoD facilities.

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, PW\DEN003\697284 SECTION 01 11 00 Page 4 and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

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

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

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

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 2 miles of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PW\DEN003\697284 SECTION 01 11 00 Page 5

1.7 SUSTAINABILITY REQUIREMENTS

1.7.1 EPA Designated

Under the Comprehensive Procurement Guidelines (CPG) program, the Environmental Protection Agency (EPA) designates products that are or can be made with recovered materials, and recommends practices for buying these products. Any designated product that is being offered or supplied under this contract shall meet the minimum recommended content levels as identified under the CPG program. Visit https://www.epa.gov/smm/product-resource-guides-comprehensive-procurement-guideline-cpg-p for a complete list of designated products and the associated recommended content levels. Offerors must be able to demonstrate that each offered product meets minimum content levels upon request.

1.7.2 Bio-based

The United States Department of Agriculture (USDA) designates certain biobased products for federal procurement and specifies minimum biobased content levels for those products. Any designated product that is being offered or supplied under this contract shall meet USDA BioPreferred's minimum biobased content level. Visit the BioPreferred web site for the complete list of designated products and the associated minimum biobased content level requirements.

1.7.3 Energy Star

As required in clause 52.223-15 Energy Efficiency in Energy-Consuming Products, the Contractor shall only provide products that earn the ENERGY STAR label and meet ENERGY STAR specifications for energy efficiency. The Contractor is encouraged to visit http://www.energystar.gov for complete product specifications and updated lists of qualifying products.

1.7.4 FEMP

As required in clause 52.223-15 Energy Efficiency in Energy-Consuming Products, the Contractor shall only provide products that meet Federal Energy Management Program (FEMP) purchasing specifications for energy efficiency under this contract, as applicable. Covered product categories and the applicable energy efficiency requirements can be found at http://energy.gov/eere/femp/covered-product-categories.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

PW\DEN003\697284 SECTION 01 11 00 Page 6

W91238-14-C-0040

CONFORMED

CONTRACTOR EQUIPMENT DATA SHEET

(Data to be furnished by Contractor for all equipment to be used on modifications as required under the Special Provisions of the Contract.)

DATE

CONTRACTOR CONTRACT NUMBER

1. EQUIPMENT DESCRIPTION

2. MODEL AND SERIES

3. YEAR PURCHASED

4. PURCHASE PRICE AT YEAR PURCHASED

5. LIST PRICE, YEAR OF MANUFACTURE

6. YEAR MANUFACTURED

7. EQUIPMENT HORSEPOWER

8. CARRIER HORSEPOWER

9. FUEL TYPE

10. SHIPPING WEIGHT

11. TIRE SIZE: FRONT - ______________________ DRIVE - _______________________ TRAILING - _______________________

REMARKS:

CESPK FORM 450 1 SEP 92 (Edition of Apr 84 will be used) FormFlow 2.2, ver 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval.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

List of Contact Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a.

b. 1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours will consist of an 8 1/2 hour period established by the Contracting Officer, between 7 a.m. and 3:30 p.m., Monday through Friday , excluding Government holidays.

PW\DEN003\697284 SECTION 01 14 00 Page 1

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and are considered utility cutovers pursuant to the paragraph

WORK OUTSIDE REGULAR HOURS.1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

PW\DEN003\697284 SECTION 01 14 00 Page 2

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20

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 within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM A615/A615M (2020) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval.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

Weight Certificates

1.3 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.4 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.4.1 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting

PW\DEN003\697284 SECTION 01 20 00 Page 1

Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.4.2 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.5 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 PRICING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.5.1 Excavation

1.5.1.1 Payment

Payment will be made for costs associated with excavation , which includes performing required excavation and other operations incidental thereto, Contractor-furnished disposal area(s) and disposition of excess excavated material and unsuitable and frozen materials.

1.5.1.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.5.1.3 Unit of Measure

Unit of measure: cubic yard.

PW\DEN003\697284 SECTION 01 20 00 Page 2

1.5.2 M 90 Riprap

1.5.2.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the stone protection as specified.

1.5.2.2 Measurement

Measure riprap for payment by the ton 2,000 pounds by weighing each truckload to the nearest 200 pounds, and the final quantity of the whole sum is rounded to the nearest whole ton. Weigh the riprap for payment on approved scales before being placed in the work. Quarry weights will not be accepted. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any riprap.

Scales will be checked and certified before riprap hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales.