R0005.pdf

W68MD960487287

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Chief Joseph Dam Spillw ay Gates Lifecycle Maintenance

Please see Continuation Page for details.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 12-Jan-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DW-17-R-0002

X 9B. DATED (SEE ITEM 11)

29-Nov-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

12-Jan-2017

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CECT-NWS

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW-17-R-0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The purpose of Amendment five (0005) is as follows:

Incorporate below items as indicated.

1. Specifications/Drawings – revised specifications/drawings are as follows:

00 73 00-A, Index of Drawings 01 14 00 01 22 00.00 10 05 05 23 05 05 23.10 09 97 02.10 35 01 41.00 10 41 22 23.19

CJDLCM-M-104

CJDLCM-M-106

CJDLCM-M-109

Submittal Register

Attachment 05 05 23-A WELD REPAIRS has been deleted from the solicitation.

The attached revised sections are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

2. Provisions/Clauses DFARS clause 252.211-7003, Item Unique Identification and Valuation, is deleted in its entirety.

3. Bid Schedule Bid Schedule is revised and replaced in its entirety. Please submit pricing on Bid Schedule without Markups. Track changes version is provided for information purposes.

4. Wage Decision Revised Wage Determination updated to General Decision Number WA170079 01/06/2017 WA79 (with 0 modifications) – and replaces in its entirety WA160079 11/25/2016 (with 4 modifications).

5. Bid Bond Caution to Offerors and section 00 21 00, Instructions, Conditions and Notices to Offeror, are revised and replaced in their entirety.

6. Proposal Submittal Proposal submittal date/time remains the same: 19 January 2017 at 12:30:00 p.m. LOCAL TIME.

W912DW-17-R-0002

NOTICE TO OFFERORS: Offerors must acknowledge receipt of this amendment by number and date on offer.

Encl:

00 73 00-A, Index of Drawings (revised) 01 14 00 (revised) 01 22 00.00 10 (revised) 05 05 23 (revised) 05 05 23.10 (revised) 09 97 02.10 (revised) 35 01 41.00 10 (revised) 41 22 23.19 (revised) CJDLCM-M-104 (revised) CJDLCM-M-106 (revised) CJDLCM-M-109 (revised) Submittal Register (revised) Bid Schedule (revised) Wage Decision (revised) Caution to Offerors (revised) 00 21 00 (revised)

(End of Summary of Changes)

This page intentionally left blank.

FY16 Spillway Gate Lifecycle Maintenance 13028 Chief Joseph Dam, Bridgeport, WA W912DW-17-R-0002

Section 00 73 00-A - 1 R0005

ATTACHMENT 00 73 00-A

INDEX OF DRAWINGS

DRAWING FILE NO. E-51-4-68, DATED 13 JUNE 2016

PAGE

NUMBER

SHEET

NUMBER TITLE REVISION

NUMBER DATE

1 G-001 COVER, VICINITY, AND AREA

2 M-001 GENERAL NOTES AND SHEET INDEX R0004 5 JAN 2017

3 M-101 WIRE ROPE REPLACEMENT INFORMATION

4 M-102 HATCH COVERS AND LOAD INFO

5 M-103 HOISTWAY MACHINERY DETAILS

6 M-104 HOIST MACHINERY PHOTOS AND DETAILS R0005 11 JAN 2017

7 M-105 HOIST TORQUE SHAFT AND BRACKET DETAILS

8 M-106 SPILLWAY GATE COATING R0005 11 JAN 2017

9 M-107 CATHODIC PROTECTION LAYOUT

10 M-108 CATHODIC PROTECTION DETAILS

11 M-109 SEAL REPLACEMENT AND FILLER DETAILS R0005 11 JAN 2017

12 M-110 OIL SEAL HEATER SYSTEM R0004 5 JAN 2017

REFERENCE DRAWINGS

These drawings are furnished for information only and the Government does not warrant that existing conditions will be as shown. Deviations can be anticipated and shall not be the basis for a claim for additional compensation. Field verify existing conditions before commencing with the work.

13 R1 CABLE FITTINGS

14 R2 CABLE FITTINGS

15 R3 WIRE ROPE ASSEMBLY

16 R4 MECHANICAL – SPILLWAY GATE HOIST-HIGH

SPEED SHAFT & WIRE ROPE

17 R5 DRUM ASSEMBLY, SHAFT & SHAFT

EXTENSION ASSEMBLY

18 R6 DRUM ASSEMBLY, SHAFT & SHAFT

EXTENSION ASSEMBLY

Section 00 73 00-A - 2 R0005

PAGE

NUMBER

SHEET

NUMBER TITLE REVISION

NUMBER DATE

19 R7 WIRE ROPE ASSEMBLY

20 R8 EYEBOLT, NUT & PIN DETAILS

21 R9 DRUM FITTINGS

22 R10 CABLE FITTINGS

23 R11 EYE BOLT, NUTS AND PIN

24 R12 CABLE ASSEMBLIES

25 R13 SPILLWAY GATES – GENERAL

26 R14 SPILLWAY GATES – ELEVATIONS AND

SECTIONS

27 R15 SPILLWAY GATES DETAILS I

28 R16 SPILLWAY GATES DETAILS II

29 R17 SPILLWAY GATES DETAILS III

30 R18 SPILLWAY GATES TRUNNION HUB

31 R19 SPILLWAY GATES TRUNNION YOKE

32 R20 SPILLWAY GATES SIDE AND SILL SEAL

33 R21 TRUNNION INTERMEDIATE PIER GIRDER

ANCHORAGE

34 R22 TRUNNION END PIER GIRDER ANCHORAGE

35 R23 TRUNNION ANCHORAGE ELEVATIONS

36 R24 TRUNNION GIRDER REINFORCING I

37 R25 TRUNNION GIRDER REINFORCING II

38 R26 MISCELLANEOUS HATCHES

39 R27 SPILLWAY MONOLITHS – PLAN AND

DOWNSTREAM ELEVATION

40 R28

SPILLWAY MONOLITHS – UPSTREAM

ELEVATION AND SECTIONS

41 R29 SPILLWAY MONOLITHS – RIGHT END PIER

MASONRY I

42 R30 SPILLWAY MONOLITHS – RIGHT END PIER

MASONRY II

Section 00 73 00-A - 3 R0005

PAGE

NUMBER

SHEET

NUMBER TITLE REVISION

NUMBER DATE

43 R31

SPILLWAY MONOLITHS – RIGHT END PIER

MASONRY III

44 R32

SPILLWAY MONOLITHS – RIGHT END PIER

MASONRY IV

45 R33 SPILLWAY MONOLITHS – INTERMEDIATE PIER

MASONRY I

46 R34

SPILLWAY MONOLITHS – INTERMEDIATE PIER

MASONRY II

47 R35

SPILLWAY MONOLITHS – LEFT END PIER

MASONRY I

48 R36

SPILLWAY MONOLITHS – LEFT END PIER

MASONRY II

49 R37

SPILLWAY MONOLITHS – LEFT END PIER

MASONRY III

50 R38

SPILLWAY MONOLITHS – LEFT END PIER

MASONRY IV

51 R39 BRIDGES – SPILLWAY BRIDGE PLAN,

ELEVATION AND SECTION

52 R40 BRIDGES – SPILLWAY BRIDGE DETAILS

53 R41 BRIDGES – SPILLWAY BRIDGE REINFORCING I

54 R42 BRIDGES – SPILLWAY BRIDGE REINFORCING II

55 R43 BRIDGES – SPILLWAY BRIDGE CATWALK

56 R44

BRIDGES – SPILLWAY BRIDGE CATWALK

DETAILS

57 R45

BRIDGES – SPILLWAY BRIDGE CATWALK

OPTION

58 R46

BRIDGES – TRUNNION BRIDGE – PRECAST

OPTION

59 R47

BRIDGES – TRUNNION BRIDGE MASONRY &

REINFORCING

60 R48 BRIDGES – TRUNNION BRIDGE DETAILS I

61 R49 HIGH SPEED SHAFT DETAILS AND ASSEMBLY

62 R50 SPILLWAY GATE HOIST BULL GEAR

63 R51 SPILLWAY GATE HOIST INTERMEDIATE SHAFT

Section 00 73 00-A - 4 R0005

PAGE

NUMBER

SHEET

NUMBER TITLE REVISION

NUMBER DATE

64 R52

MECHANICAL – GATE HOIST – PLAN AND

SECTIONS

65 R53

MECHANICAL – SPILLWAY GATE HOIST –

GEARS AND DRUM

66 R54 MECHANICAL – SPILLWAY GATE HOIST –

DRUM DETAILS

67 R55

MECHANICAL – SPILLWAY GATE HOIST –

HIGH SPEED SHAFT & WIRE ROPE

68 R56 MECHANICAL – SPILLWAY GATE HOIST -

FRAME

69 R57 ELECTRICAL – SPILLWAY BRIDGE CATWALK III

70 R58

ELECTRICAL – SPILLWAY GATE HOIST –

INTERMEDIATE PIER

71 R59

ELECTRICAL – SPILLWAY GATE HOIST – RIGHT

END PIER

72 R60 ELECTRICAL – SPILLWAY BRIDGE CATWALK IV

73 R61

ELECTRICAL – SPILLWAY GATE HOIST – LEFT

END PIER

74 R62 ELECTRICAL – SPILLWAY BRIDGE CATWALK II

75 R63

ELECTRICAL – SPILLWAY GATE HOIST –

INTERMEDIATE PIER II

76 R64

POOL RAISING STRUCTURAL MODIFICATION –

GATE SEAL OIL HEATING

77 R65

CONTROL CABINETS GSOH1, GSOH2, GSOH3

POOL RAISING STRUCTURAL MODIFICATIONS

78 R66

CONTROL CABINETS GSOH1, GSOH2, GSOH3

POOL RAISING STRUCTURAL MODIFICATIONS

79 R67 POOL RAISING STRUCTURAL MODIFICATIONS

GATE SEAL OIL HEAT

80 R68

GSOH1, GSOH2, GSOH3 WIRING DIAGRAM –

POOL RAISING STRUCTURAL MODIFICATIONS

81 R69

MECHANICAL – SPILLWAY GATE SEAL

HEATING

82 R70 MECHANICAL – PIPING – PLAN

Section 00 73 00-A - 5 R0005

PAGE

NUMBER

SHEET

NUMBER TITLE REVISION

NUMBER DATE

83 R71 MECHANICAL – GATE SEAL HEATING AND AIR

BUBBLER PIPING DETAILS

84 R72 ELECTRICAL – SPILLWAY BRIDGE CATWALK I

85 R73

ELECTRICAL – DIAGRAM IX – SPILLWAY GATE

SEAL OIL HEATING SYSTEM

End of Attachment 00 73 00-A

CJD Spillway Gate Life Cycle Maintenance 13028 Bridgeport, WA W912DW-17-R-0002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS (CJD)

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 GENERAL ACCESS REQUIREMENTS

1.4 ACCESS TO RESTRICTED AREAS

1.4.1 Background Check

1.4.2 Escorting of Contract Personnel

1.5 Project Schedule

1.5.1 Quality Assurance

1.5.2 Construction Progress Chart

1.5.3 Submission

1.5.4 Project Status Report

1.6 WORK RESTRICTIONS

1.6.1 General

1.6.2 Spill Season

1.7 WORK AREAS AND ACCESS

1.7.1 Access Roads

1.7.2 Government Roadways

1.7.3 Access By Government Personnel

1.7.4 Contractor's Staging Area and Employee Access

1.7.5 Storage of Equipment and Materials

1.7.6 Material Deliveries for the Contractor

1.7.7 Contractor's Vehicles

1.7.8 Contractor Employee Privately-Owned Vehicles

1.7.9 Contractor Boats and Barges

1.8 CONTRACTOR'S WORK SUPERVISOR AND PERSONNEL

1.8.1 Contractor's Work Supervisor(s)

1.8.2 Contractor's General Personnel

1.8.2.1 Contractor Employees

1.8.2.2 Identification of Foreign-Born Non-US Citizens

1.8.2.3 Employee Termination

1.8.2.4 Access Control

1.9 HECP PROCEDURES TRAINING CERTIFICATION

1.10 SUPPLEMENTAL ANTITERRORISM/OPERATIONS SECURITY REQUIREMENTS

1.10.1 AT Level I Training

1.10.2 Access and General Protection/Security Policy and Procedures

1.10.3 iWATCH Training

1.10.4 OPSEC Training

1.10.5 Access to Sensitive/Restricted Areas

1.10.6 E-Verify Pre-Screening

1.11 PLANT AND EQUIPMENT LIST

1.12 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

1.13 PROTECTION OF MATERIAL AND WORK

1.14 CONTRACTOR'S EQUIPMENT AND MATERIAL

1.15 SITE WORKING HOURS

1.15.1 Government Project Personnel Working Hours

1.15.2 Contractor's Working Hours

SECTION 01 14 00 Page 1 R0005

1.16 WEEKLY COORDINATION MEETINGS

1.17 COORDINATION WITH OTHERS

1.17.1 Work By The Government Concurrent With Contractor Work

1.18 NOISE CONTROL

1.19 FIRE CONTROL

1.20 SITE INVESTIGATIONS AND CONDITIONS AFFECTING THE WORK

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 EQUIPMENT AVAILABILITY AND ACCESS

-- End of Section Table of Contents --

SECTION 01 14 00 Page 2 R0005

SECTION 01 14 00

WORK RESTRICTIONS (CJD)

PART 1 GENERAL

Chief Joseph Dam (CJD) is a major producer of hydroelectricity for the Pacific Northwest region.

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

U.S. DEPARTMENT OF TRANSPORTATION (DOT)

AASHTO HS-20-44 American Association of State Highway Transportation Officials

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.2 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

Project Schedule; G

Background Check; G

Loading Diagram; C

Contractor's Work Supervisor(s) Qualifications; G

Contractor Employees

HECP Procedures Training Certification

Foreign-Born Non-US Citizen; G

SECTION 01 14 00 Page 3 R0005

Organizational Chart

1.3 GENERAL ACCESS REQUIREMENTS

Access to the dam structures will be controlled at an entrance security station. Incoming traffic will be restricted from entering the controlled area until proper identification is provided. All personnel entering this area will be required to pickup their Contractor badge and sign in/out at the security station. Access other than established working hours will require prior approval by the Contracting Officer. The Government may search any vehicle or personnel passing through the security station.

Prohibited items include weapons, incendiary devices, bombs, and ammunition. Contractor employees will not be permitted to bring guests, family members, non-employees, or pets to the job site at any time.

1.4 ACCESS TO RESTRICTED AREAS

Contractor employees and equipment located between the red restricted signs and the dam including the powerhouse, transformer deck, intake structure, spillway, or water surface are subject to restrictions on entry and movement.

1.4.1 Background Check

The Contractor’s Site Superintendent, CQC Manager, and SSHO must receive a favorable background check prior to accessing work at the CJD project.

Previously existing background checks must be verifiable through the DoD Joint Personnel Adjudication System (JPAS). Contractor personnel without existing background checks must complete the Standard Form 85P, Questionnaire for Public Trust Positions or Standard Form 85. Submit forms to the District Security Officer via the Contracting Officer. The District Security Office will forward requests to the appropriate investigating agency. Personnel will be granted access to the unclassified restricted areas, only after the verification of an existing investigation or the favorable review of their investigation request.

1.4.2 Escorting of Contract Personnel

Upon completion of favorable background check individuals will be issued a proximity card for access through the main gate. Individuals with favorable background checks may escort other Contractor personnel.

Contractor personnel must be escorted at all times when performing work in the restricted areas.

1.5 Project Schedule

Information herein supplements the requirements of FAR Clause SCHEDULE FOR CONSTRUCTION CONTRACTS. Project Schedule dates shall be imported into QCS (Section 01 45 00.10 10) at least monthly.

1.5.1 Quality Assurance

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative shall be experienced in scheduling projects similar in nature and complexity to this project and shall be experienced in the use of the scheduling software. Contractor shall use scheduling software to produce the Project Schedule. Provide a Progress Chart on ENG 2454 (attached) or format approved by the Contracting

SECTION 01 14 00 Page 4 R0005

Officer.

1.5.2 Construction Progress Chart

The Construction Progress Chart shall show the total bid amount distributed among the features shown on the chart. The schedule shall show the percentage of completion at the close of each weekly period. This percentage shall be based on percentage of physical completion of the work.

1.5.3 Submission

The Project Schedule shall be submitted within 10 calendar days after the date of receipt of notice to proceed.

1.5.4 Project Status Report

The Contractor shall prepare and submit a monthly project status report.

The report shall tell whether the project as a whole is on, ahead of, or behind schedule. If the project is behind schedule, the Contractor shall explain what actions he will take to regain his schedule. The report shall include a description of problem areas, delaying factors and their impact, and an explanation of corrective actions taken or proposed. Any delays caused by the Government shall be identified. Any significant items or events that occurred during the report month shall also be detailed.

1.6 WORK RESTRICTIONS

1.6.1 General

Chief Joseph Dam (CJD) has nineteen (19) total spillway gates and two (2) sets of stoplogs available for use by the Contractor. The two (2) stoplogs shall be used to de-water the upstream side of the spillway gates where Contract work is being performed. The stoplogs allow for up to two (2) total spillway gates to be worked on simultaneously during Contract. For safety considerations, the adjacent gates on either side of the gate(s) where Contract work is being performed will be taken out of service and not used by CJD for spilling throughout the duration of Contract work on the gate(s).

1.6.2 Spill Season

The spill season at CJD typically runs 1 April thru 15 July. Contract work will be limited to one (1) spillway gate AT A TIME during the period of 1 April thru 15 July, unless otherwise directed by the Contracting Officer, to prevent potential environmental impacts associated with modified spilling conditions downstream of the dam. During this period, Contract work shall be performed on the end gates only, gates #1 and #19, and not concurrently. Work on a gate during each spill season will require taking the adjacent gate, #2 or #18, out of service for safety concerns; however, work will not commence on the adjacent gates taken out of service during the spill season. In the event of an emergency, CJD may be required to operate gate #2 or #18 if spilling requirements warrant its use.

For the purpose of inspections only, inspections will be limited to one gate at a time during spill season. Adjacent gates may be taken out of service for safety concerns. Any gate may be inspected during spill season provided that the Contractor provides proper notification and coordination.

SECTION 01 14 00 Page 5 R0005

1.7 WORK AREAS AND ACCESS

1.7.1 Access Roads

New access roads are NOT required. Use existing access roads designated by Project office. Any Contractor-caused damage to existing roadways or CJD Project grounds used for access shall be repaired and the surface shall be restored to its pre-damaged condition. The Contractor shall comply with all requirements of the State and County authorities for use of existing roadways, such as traffic regulations, load limits, etc. Notify the Contracting Officer prior to blocking any roads within the CJD project site.

1.7.2 Government Roadways

Access to the intake decks by heavy construction vehicles, such as truck cranes, shall be limited. These areas and roadways are limited to AASHTO HS-20-44 loading. For any vehicles in excess of this capacity, a loading diagram shall be submitted for review and approval showing the wheel loads and wheel spacing. Vehicles in excess of the AASHTO HS-20-44 load shall not be allowed to cross the gate slots. Do not block the intake deckgantry cranes access, unless otherwise approved in advance.

1.7.3 Access By Government Personnel

Maintain clear access through all work areas for access of Government personnel and equipment. The minimum width of clear access shall be 4 feet unless otherwise approved.

1.7.4 Contractor's Staging Area and Employee Access

Areas off-limits to Contractor personnel will be discussed at the prework meeting. Salespersons or personnel seeking the Contractor will not be granted access. Upon Contractor's request, the Contracting Officer will designate a supplemental area for the Contractor's use and storage of trailers, equipment, and materials required to perform work under this contract. The security of the Contractor's property and items furnished or used to perform work under this contract, are the Contractor’s responsibility whether stored inside or outside the powerhouse. Utilities will not be provided to the supplemental area by the Government. Areas off-limits to Contractor personnel will be designated. All Contractor site facilities shall be disposed of prior to final acceptance of all work.

1.7.5 Storage of Equipment and Materials

Storage of equipment and materials will be permitted only in designated staging areas approved by the Contracting Officer. All equipment and materials to be stored shall be approved prior to storage within the Government designated temporary storage area. Any chemicals used or stored on the job site shall have appropriate MSDS documentation. Hazardous materials shall be stored in appropriate flammable material storage lockers provided by the Contractor and located in an area designated by the Contracting Officer. A minimum access space of 4 feet shall be maintained.

1.7.6 Material Deliveries for the Contractor

All deliveries to CJD shall be coordinated with the Contracting Officer.

In no case shall a delivery be received after 2:30 p.m. Monday through Thursday, or on Holidays. If the Contractor needs to unload materials within the restricted area and cannot clearly show, to the Government’s

SECTION 01 14 00 Page 6 R0005 satisfaction, that the deliver will be complete before 5:00 p.m., then the delivery will be denied. All materials delivered on-site are subject to search.

1.7.7 Contractor's Vehicles

Contractor's vehicles shall only park in areas approved by the Contracting Officer. The actual quantity of vehicles onsite shall be minimized. Label vehicles with the Contractor’s company name. Magnetic signs are acceptable.

1.7.8 Contractor Employee Privately-Owned Vehicles

Parking of private vehicles shall be restricted to areas designated by the Contracting Officer. Privately-owned vehicles (POV's) are prohibited beyond the powerhouse access road bridge entrance (Foster Creek Bridge), and on the spillway/intake deck. While work is being performed in or near these areas, Contractor personnel shall park their POV's outside the prohibited area. Transport personnel to the work area via Contractor's vehicles.

1.7.9 Contractor Boats and Barges

Contractor owned boats and barges may be permitted on site, only in areas and for uses approved by the Contracting Officer's Representative (COR).

Boats and barges shall be powered. Boats and barges shall be manned at all times when in use. Communication equipment shall be provided by the Contractor such that the boat or barge operator is in constant contact with COR and/or Government QA personnel. Obtain permission from the COR each work day prior to bringing boats or barges into restricted boating areas.

Barges or boats will not be permitted near operating spillway gates.

1.8 CONTRACTOR'S WORK SUPERVISOR AND PERSONNEL

1.8.1 Contractor's Work Supervisor(s)

The supervisor(s) shall be fluent in the spoken and written English language. The supervisor(s) shall have been engaged in installation of equipment in hydroelectric powerplants for a minimum of three years. The Contractor's Work Supervisor(s) Qualifications, experience, and a verifying contact, name and phone number, shall be submitted.

1.8.2 Contractor's General Personnel

The Contractor shall maintain a complete organizational chart of all positions that will be working on the project. Input this data into QCS.

1.8.2.1 Contractor Employees

The Contractor shall submit under their letterhead, a listing of their employees and 2 clear sets of color photocopies of their employees’ state issued ID card or driver’s licenses to the Contracting Officer a minimum of two weeks before they will be working on site. The ID card shall include the following information:

Name of Employee Birth date Height Weight Hair color

SECTION 01 14 00 Page 7 R0005

Eye color Recent photo

If an employee cannot be positively identified from photo, they will not be admitted onsite. Employees working for subcontractors must also be authorized under the primary Contractor’s letterhead. Upon an employee’s first arrival onsite, the Government will provide a Project photo identification tag before the employee will be allowed to enter the powerhouse and dam structures. Preparation of the identification tag may take up to 2 hours. The identification tag must be returned to the Contracting Officer when the work is complete or when the individual departs from the Project. Prominently display at all times onsite (on each person) the identification tag issued. When required by the Government, the Contractor shall obtain and submit fingerprints of all workers.

1.8.2.2 Identification of Foreign-Born Non-US Citizens

The Contractor shall be responsible for identifying any foreign-born non-US citizen among his employees. The Contractor shall then submit this list of persons along with photocopies of their valid US driver's license and either passport or green card. This information shall be submitted to the Safety Office via the Contracting Officer. These non-citizen employees will only be permitted to work at the Project after they have gone through security examination.

1.8.2.3 Employee Termination

If a Contractor employee resigns or is terminated the Contracting Officer, or designated representative shall be so notified at the earliest opportunity, but in no case later than the start of the succeeding workday.

1.8.2.4 Access Control

Contractor personnel shall be instructed to present identification credential upon request by proper authority as established by the Contracting Officer.

1.9 HECP PROCEDURES TRAINING CERTIFICATION

a. Provide annual Hazardous Energy Control Program (HECP) training to all Contractor and subcontractor personnel working under clearances as required for all "affected personnel" utilizing the online methodology defined below. Non-craft personnel (administration staff and other non-craft personnel) will be required to take the General Safety Awareness training at the same website.

b. All costs for this training shall be considered incidental to the work, and therefore, no additional payment will be made. Cost for the training is $55 per individual. Training is provided by Vivid Learning Systems and is available online at http://seattledistrict.vividlms.com.

Submit the training completion certification a minimum of seven days prior to the individual's arrival at site. Maintain training documentation on-site, including the individual's name and date of training completion.

1.10 SUPPLEMENTAL ANTITERRORISM/OPERATIONS SECURITY REQUIREMENTS

The Contractor shall be responsible for compliance with all applicable Antiterrorism/Operations Security Items as outlined below.

SECTION 01 14 00 Page 8 R0005

1.10.1 AT Level I Training

All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR within 45 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: https://atlevel1.dtic.mil/at.

1.10.2 Access and General Protection/Security Policy and Procedures

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

1.10.3 iWATCH Training

The contractor and all associated subcontractors shall brief all employees on the local iWATCH program (training standards will be provided by the requiring activity Antiterrorism Officer(ATO)). This local 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. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 45 calendar days after contract award.

1.10.4 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.

1.10.5 Access to Sensitive/Restricted Areas

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

The contractor will coordinate with the COR and/or the facility security office for access when required.

1.10.6 E-Verify Pre-Screening

The Contractor must pre-screen Candidates using the E-verify Program (http://www.dhs.gov/E-Verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has

SECTION 01 14 00 Page 9 R0005 two valid forms of Government issued identification prior to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.11 PLANT AND EQUIPMENT LIST

A complete list of Plant and Equipment List to be used onsite shall be produced in QCS. List shall include rented equipment as well as lease-purchase or sale-leaseback equipment. The list shall indicate dates equipment is assigned to or removed from the project, dates scheduled for repairs and returned for use, and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.12 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

Notify the Contracting Officer immediately upon finding any damaged equipment or other abnormal conditions that requires additional work outside the contract requirements, The failure or abnormality shall not be disturbed until witnessed by the Contracting Officer. Damaged equipment or abnormal conditions not reported shall be corrected at the Contractor's expense.

1.13 PROTECTION OF MATERIAL AND WORK

Materials, supplies, tools, equipment and Government property (including all tools, equipment, and special devices supplied by the Contractor and to be turned over to the Government at the end of the Contract) shall be protected and preserved in accordance with manufacturer's recommendations.

If material, equipment, supplies, and work performed are not adequately protected, such property may be protected by the Government and the cost thereof will be charged to the Contractor or deducted from any payment due.

1.14 CONTRACTOR'S EQUIPMENT AND MATERIAL

Unless otherwise specifically cited elsewhere in these specifications, the Contractor shall provide cranes, rigging, lifts, operators, and other necessary means to unload, load, and move equipment or materials as required to perform the work.

1.15 SITE WORKING HOURS

1.15.1 Government Project Personnel Working Hours

The working hours of the project staff are Mondays through Thursdays from 7:00 a.m. until 5:30 p.m., excluding Federal holidays. Fridays are non-work days. All Project support required by the Contractor shall be scheduled to occur during these hours.

1.15.2 Contractor's Working Hours

The Contractor may schedule personnel to complete the work up to two ten-hour shifts per day (5:30 A.M. to 4:00 P.M., and 4:00 P.M. to 2:30 A.M.), Monday through Friday. A proposed schedule of work hours, shifts, and days of the week shall be submitted for approval. Notification of any proposed changes of the schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site shall be

SECTION 01 14 00 Page 10 R0005 submitted for approval. Initial coordination of such proposed changes shall occur with the Government during the weekly meeting.

1.16 WEEKLY COORDINATION MEETINGS

Weekly coordination meetings will be held between the Contractor and the Government. These meetings will be used to discuss the Contractor's proposed schedule, actual progress in the last week, and work planned in the upcoming two weeks. Planned work shall be shown in schedule format.

The Contractor shall make particular note of any work requiring Government support or potential impacts to CJD operations or maintenance. The Contractor shall keep meeting minutes and shall document all action items and decisions made. Meeting minutes shall be attached with one of the daily Quality Control reports before the next coordinating meeting. A time and place shall be mutually agreed upon for the same time each week for the coordination meeting.

1.17 COORDINATION WITH OTHERS

The Contractor is advised that ongoing work activities may occur at any time in the vicinity of the work required under this contract and as follows:

1.17.1 Work By The Government Concurrent With Contractor Work

The Government will limit interference with the Contractor's work to the maximum extent reasonable. The Government and Contractor shall coordinate their work schedules as necessary. Government maintenance crews may perform normal plant maintenance in the vicinity or adjacent to contract work.

a. Installation and removal of the intake gates for unit outage maintenance and support of the turbine runner replacement contract.

1.18 NOISE CONTROL

Noise control and noise levels shall conform to requirements set forth in the appropriate regulations, including EM 385-1-1, Section 05.C, 29 CFR 1910.95, 29 CFR 1926.52 and .101. The most conservative requirement shall Govern.

1.19 FIRE CONTROL

All fire fighting equipment, supplies, and personnel shall be supplied by the Contractor in accordance with EM 385-1-1, Section 09, 29 CFR 1910 SUBPART L and 29 CFR 1926 SUBPART F. Delays due to fire will not be acceptable as the basis of a claim for additional compensation.

1.20 SITE INVESTIGATIONS AND CONDITIONS AFFECTING THE WORK

The Contractor shall take steps reasonably necessary to ascertain the nature and location of the work, the general and local conditions shall be investigated which can affect the work or its cost, including but not limited to the following. Any failure of the Contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from responsibility for estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the Government. The Government assumes no responsibility for any conclusions or interpretations made by the Contractor based on the information made available by the

SECTION 01 14 00 Page 11 R0005

Government. Nor does the Government assume responsibility for any understanding reached or representation made concerning conditions which can affect the work by any of its officers or agents before the execution of this contract, unless the understanding or representation is expressly stated in this contract.

a. Conditions bearing upon transportation, disposal, handling, and storage of materials.

b. The availability of labor, water, electrical power, and roads.

c. Uncertainties of weather, river stages, or similar physical conditions at the site.

d. The conformation and conditions of the ground and equipment and facilities to be replaced and/or rehabilitated.

e. The character of equipment and facilities needed preliminary to and during work performance.

f. The amount of work space, accessibility, lighting, etc.

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 EQUIPMENT AVAILABILITY AND ACCESS

The schedule will be coordinated with several Federal Agencies and any changes must be coordinated by the Government and approved by all parties.

An attempt will be made to accommodate the Contractor's desired outage schedule, however, work by others may require a different outage schedule.

The actual outage schedule shall be confirmed via the Contractor's approved Project Schedule.

-- End of Section --

SECTION 01 14 00 Page 12 R0005

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 MEASUREMENT GUIDELINES

1.2.1 Job Items

1.2.2 Unit Price Payment Items

1.3 BASE ITEMS

1.3.1 Item No. 0001

1.3.2 Item No. 0002

1.3.3 Item No. 0003

1.3.4 Item No. 0004

1.3.5 Item No. 0005

1.3.6 Item No. 0006

1.3.7 Item No. 0007

1.3.8 Item No. 0008

1.3.8.1 Payment

1.3.8.2 Unit of Measure

1.3.9 Item No. 0009

1.3.9.1 Payment

1.3.9.2 Unit of Measure

1.3.10 Item No. 0010

1.3.11 Item No. 0011

1.3.12 Item No. 0012

1.3.13 Item No. 0013

1.3.14 Item No. 0014

1.3.15 Item No. 0015

1.4 OPTIONAL ITEMS

1.4.1 Item No. 0016

1.4.1.1 Payment

1.4.1.2 Unit of Measure

1.4.2 Item No. 0017

1.4.2.1 Unit of Measure

1.4.3 Item No. 0018

1.4.3.1 Unit of Measure

1.4.4 Item No. 0019

1.4.4.1 Payment

1.4.4.2 Unit of Measure

1.4.5 Item No. 0020

1.4.5.1 Payment

1.4.5.2 Unit of Measure

1.4.6 Item No. 0021

1.4.6.1 Payment

1.4.6.2 Unit of Measure

1.4.7 Item No. 0022

1.4.7.1 Payment

1.4.7.2 Unit of Measure

1.4.8 Item No. 0023

1.4.8.1 Payment

1.4.8.2 Unit of Measure

1.4.9 Item No. 0024

SECTION 01 22 00.00 10 Page 1 R0005

1.4.9.1 Payment

1.4.9.2 Unit of Measure

1.4.10 Item No. 0025

1.4.11 Item No. 0026

1.4.11.1 Payment

1.4.11.2 Unit of Measure

1.4.12 Item No. 0027

1.4.13 Item No. 0028

1.4.13.1 Payment

1.4.13.2 Unit of Measure

1.4.14 Item No. 0029

1.4.14.1 Payment

1.4.14.2 Unit of Measure

1.4.15 Item No. 0030

1.4.15.1 Payment

1.4.15.2 Unit of Measure

1.5 PROGRESS PAYMENT INVOICE

1.6 COMPLIANCE WITH CONSTRUCTION WAGE RATE REQUIREMENTS

1.6.1 Contractor POC

1.6.2 Responsibilities

1.6.3 Certification

1.7 PROPOSED PROJECT MODIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00.00 10 Page 2 R0005

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

Payment items for the work of this Contract for which payments will be made are listed in the bid schedule and described below. The Contract price for each item shall constitute full compensation for furnishing all plant, labor, materials, appurtenances, and incidentals and performing all operations necessary to construct and complete the items in accordance with these specifications and the applicable drawings, including surveying performed by the Contractor. The Contractor shall be responsible for transporting and disposal of all construction waste off-site.

All costs for items of work, which are not specifically mentioned to be included in a particular payment item, shall be included in the listed job item most closely associated with the work involved. Work paid for under one item will not be paid for under any other item. No separate payment will be made for the work, services, or operations required by the Contractor, as specified in DIVISION 1, GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work. No payment will be made for repair of damage resulting from Contractor operations.

1.2 MEASUREMENT GUIDELINES

1.2.1 Job Items

Items measured as a "job" will be measured for payment as a complete job in the locations indicated. Unless the payment item paragraph makes a specific exception of any item, incidental items will not be measured under any other item even though there is another listing for the work or material.

1.2.2 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 required for each of the unit price items.

1.3 BASE ITEMS

1.3.1 Item No. 0001

a. Payment will be made at the Contract job price for: Mobilization and demobilization, payment of which shall constitute full compensation for work under this item complete for:

1. Site mobilization of all materials, equipment, prep of sediment pond if utilized, and labor necessary to accomplish the work.

Mobilization will be considered complete after moving onto the

SECTION 01 22 00.00 10 Page 3 R0005 site, including complete assembly in working order of all construction equipment, and materials are at the site, and all preparatory work to begin construction is complete. Costs associated with mobilization and demobilization for grout plant, equipment, materials and labor shall be incidental to this item.

2. Site demobilization. Demobilization will be considered complete when the Contractor has removed all construction equipment, post-cleaning of sediment pond if utilized, cleaned the area, and restored the work area to "as-found" pre-contract conditions, including but not limited to planting and seeding, and site restoration and final cleanup in this item of work, unless otherwise approved.

b. Payment Guidelines. Payment will be made in accordance with the following requirements:

1. All costs connected with mobilization and demobilization will be made at 60 percent of the job item cost for mobilization when complete and at 40 percent of the job item cost for demobilization when complete. All costs connected with any Contracting Officer directed interim mobilization and demobilization will also be paid in accordance with the specified percentage.

2. In the event the Contracting Officer considers that the amount in this item which represents mobilization, does not bear a reasonable relation to the cost of the work in this Contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of the bid. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment of actual mobilization costs, as determined by the Contracting Officer at the completion of mobilization, and payment of the remainder of this item in the final payment under this Contract. The determination of the Contracting Officer is not subject to appeal.

1.3.2 Item No. 0002

Payment will be made at the Contract job price for: Design of trolley systems for traveling scaffolding. Work shall include --but is not limited to -- all labor and incidentals to design trolley support I-beams, trolley systems, and associated control mechanisms for trolley systems. Payment shall constitute full compensation for Item No. 0002, complete.

1.3.3 Item No. 0003

Payment will be made at the Contract job price for: Fabrication, delivery, and installation of trolley systems for traveling scaffolding. Work shall include -- but is not limited to -- all labor, supplies, and incidentals to deliver and install on-site trolley support I-beams, trolley systems, and associated control mechanisms according to design completed in Item No.

0002. Payment shall constitute full compensation for Item No. 0003, complete.

1.3.4 Item No. 0004

Payment will be made at the Contract job price for: Coating of spillway gates (upstream side only). Work shall include -- but is not limited to --coating of upstream side of spillway gates and wire ropes, and their

SECTION 01 22 00.00 10 Page 4 R0005 components according to the Contract drawings and specifications. Payment shall constitute full compensation for Item No. 0004, complete.

1.3.5 Item No. 0005

Payment will be made at the Contract job price for: Removal and replacement of existing spillway gate seals. Work shall include -- but is not limited to -- removing existing seals on spillway gates and replacing with new seals according to the Contract drawings and specifications. Payment shall constitute full compensation for Item No. 0005, complete.

1.3.6 Item No. 0006

Payment will be made at the Contract job price for: Performance of inspections on spillway gates. Work shall include -- but is not limited to -- performing weld and other inspections according to the Contract drawings and specifications. Payment shall constitute full compensation for Item No. 0006, complete.

1.3.7 Item No. 0007

Payment will be made at the Contract job price for: Installation of cathodic protection system. Work shall include -- but is not limited to --cutting off and grinding smooth existing rod anode brackets, welding new brackets to spillway gates, and installing anodes on new brackets according to the Contract drawings and specifications. Payment shall constitute full compensation for Item No. 0007, complete.

1.3.8 Item No. 0008

1.3.8.1 Payment

Payment will be made at the Contract unit price for: Replacement of wire ropes with Government furnished wire ropes. Work shall include -- but is not limited to -- removal of existing wire ropes, and installing eight pairs of Government furnished wire ropes and components according to the Contract drawings and specifications. Payment shall constitute full compensation for Item No. 0008, complete.

1.3.8.2 Unit of Measure

Unit of measure: Measurement shall be defined as each pair of wire ropes and its components required for opening and closing a fully functioning spillway gate.

1.3.9 Item No. 0009

1.3.9.1 Payment

Payment will be made at the Contract unit price for: Replacement of wire ropes with Contractor provided wire ropes. Work shall include -- but is not limited to -- removal of existing wire ropes, and furnishing and installing eleven pairs of new wire ropes and components according to the Contract drawings and specifications. Payment shall constitute full compensation for Item No. 0008, complete.

1.3.9.2 Unit of Measure

Unit of measure: Measurement shall be defined as each pair of wire ropes

SECTION 01 22 00.00 10 Page 5 R0005 and its components required for opening and closing a fully functioning spillway gate.

1.3.10 Item No. 0010

Payment will be made at the Contract job price for: Rehabilitation of hoist machinery. Except for items separately priced under Item Nos. 0029 and 0028 through 0030, work shall include -- but is not limited to -- coating of hoist machinery; removing and replacing/rehabilitating angle reducers, torque shafts, bearings and couplings; inspecting and cleaning parallel shaft reducers and intermediate and final pinions, gears, shafts, and bolts; blast-cleaning machinery covers and support structures; and installing missing hardware for hoist machinery according to the Contract drawings and specifications. Payment shall constitute full compensation for Item No. 0010, complete.

1.3.11 Item No. 0011

Payment will be made at the Contract job price for: Replacement of oil seal heating system piping and insulation. Work shall include -- but is not limited to -- replacement of pipe guards, flushing existing heating oil system, repairing leaks and weeps by tightening fittings and replacing gaskets, fabricating and installing shroud and catch pan for filters, and replacement of fluid adding new oil with filter leak protection to system according to the Contract drawings and specifications. Payment shall constitute full compensation for Item No. 0011, complete.

1.3.12 Item No. 0012

Payment will be made at the Contract job price for: Weld filling of 500 square inches of pitted skinplate. Payment shall constitute full compensation for Item No. 0012, complete.

1.3.13 Item No. 0013

Payment will be made at the Contract job price for: Performance of weld repairs per specification section 05 05 23 WELDING, STRUCTURAL. Payment shall constitute full compensation for Item No. 0013, complete.

1.3.13 Item No. 0014 0013

Payment will be made at the Contract job price for: Providing construction access for work for Item Nos. 0003 through 0005 and Nos. 0007 through 0013 0012. Payment shall constitute full compensation for Item No. 0014 0013, complete.

1.3.14 Item No. 0015 0014

Payment will be made at the Contract job price for: All work for O&M manuals as specified in Section 01 78 23 OPERATIONS AND MAINTENANCE MANUALS from preparation to final approval. Payment shall constitute full compensation for Item No. 0015 0014, complete.

1.3.15 Item No. 0016 0015

Payment will be made at the Contract job price for: All…