C-05_Attachment_F_-_NCW_Specifications.pdf

US Army Corps of Engineers Baltimore District

SPECIFICATIONS

NORTH CLEARWELL

MAINTENANCE AND

IMPROVEMENTS

WASHINGTON AQUEDUCT

DIVISION, WASHINGTON, DC

DATE: NOV 2017

MCMILLAN NORTH CLEARWELL MAINTENANCE AND IMPROVEMENTS

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 05 00 JOB CONDITIONS

01 07 00 CUTTING, PATCHING AND REPAIRING

01 20 00 WARRANTY REQUIREMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 68 00 EQUIPMENT AND VALVE IDENTIFICATION

01 72 00 AS-BUILT DRAWINGS - CADD

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 80 00 COMMISSIONING

01 92 10 MAINTANENCE OF PLANT OPERATIONS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 56 13 WASTE CONTAINMENT GEOMEMBRANE

02 82 13.00 10 ASBESTOS ABATEMENT

DIVISION 03 - CONCRETE

03 01 35 CONCRETE REPAIRS

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

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

CONSTRUCTION

DIVISION 05 - METALS

05 05 00 COMMON WORK RESULTS FOR METALS

05 05 04 STAINLESS STEEL

05 05 23 METAL FASTENINGS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 72 11 FIBERGLASS REINFORCED PLASTIC (FRP) BAFFLE WALL

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

PROJECT TABLE OF CONTENTS Page 1

07 11 13 BITUMINOUS DAMPPROOFING

07 12 00 BUILT-UP BITUMINOUS WATERPROOFING

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 14 00 FLUID-APPLIED WATERPROOFING

07 17 00 BENTONITE WATERPROOFING

07 21 13 THERMAL INSULATION

07 33 64 VEGETATED ROOF SYSTEM

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 34 59 VAULT DOORS AND DAY GATES

DIVISION 09 - FINISHES

09 06 00 SCHEDULES FOR FINISHES

09 90 00 PAINTING AND COATING

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

DIVISION 27 - COMMUNICATIONS

27 21 10.00 40 FIBER OPTIC DATA TRANSMISSION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 05 20 GEOSYNTHETIC DRAINAGE LAYER

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 05 33 LANDSCAPE ESTABLISHMENT

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 05 24.23 STEEL PIPE FOR WATER SERVICE

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 13 PIPELINES, LIQUID PROCESS PIPING

PROJECT TABLE OF CONTENTS Page 2

40 05 51 COMMON REQUIREMENTS FOR PROCESS VALVES

40 05 57 ACTUATORS FOR PROCESS VALVES

40 05 57.23 ELECTRIC MOTOR ACTUATORS

40 05 64 BUTTERFLY VALVES

40 10 01 FABRICATED CAST IRON SLUICE GATES

DIVISION 45 - INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT

45 05 00 COMMON WORK RESULTS FOR PROCESS INTERCONNECTIONS

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 05 00 COMMON WORK RESULTS FOR WATER EQUIPMENT

46 41 17 STATIC MIXING EQUIPMENT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 05 00

JOB CONDITIONS

06/17

PART 1 GENERAL

1.1 LAYOUT OF WORK

LAYOUT OF WORK: (APR 1972) The Contractor shall lay out his work and shall be responsible for all measurements in connection therewith. The Contractor shall furnish, at his own expense,all templates, platforms, equipment, tools, and materials and labor as may be required in laying out any part of the work. The Contractor will be held responsible for the execution of the work to such lines and elevations shown on the drawings or indicated by the Contracting Officer. (CENAB)

It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established until authorized by the Government to remove them. If such marks are destroyed, by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Government at his discretion. The expense of replacement will be deducted from any amounts due or to become due to the Contractor. (CENAB)

1.2 PHYSICAL DATA: (APR 1984)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation or conclusion drawn from the data or information by the Contractor. (CENAB)

1.2.1 Transportation Facilities

WASHINGTON AQUEDUCT MCMILLAN NORTH CLEARWELL, WASHINGTON, D.C.

The Washington Aqueduct McMillan North Clearwell is located at 2500 First Street, NW, Washington, D.C. 20001.

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:

SD-01 Preconstruction Submittals

Shut Down Utility Services; G, WA

Prior approval for service/utility interruptions.

Name And Qualifications Of The Proposed Instructor; G, WA

Advance Notice

When changes and/or relocations are required.

Checklist; G, WA

SECTION 01 05 00 Page 1

A Risk Assessment for excavation and other work in the vicinity of utilities.

Control Records

The recording for which all materials and equipment specified to be salvaged and turned over to the Government.

SD-06 Test Reports

Complete Signed Report Of The Result Of His Inspection, Operation, Adjustments And Tests; G

SD-10 Operation and Maintenance Data

Trainee Manual

Detailed Training Outline

1.4 UTILITIES

1.4.1 Availability of Utilities Including Lavatory Facilities:(JUN 1980)

It shall be the responsibility of the Contractor to provide all utilities he may require during the entire life of the contract. He shall make his own investigation and determinations as to the availability and adequacy of utilities for his use for construction purposes and domestic consumption.

He shall install and maintain all necessary supply lines, connections, piping, and meters if required, but only at such locations and in such manner as approved by the Contracting Officer. Before final acceptance of work under this contract, all temporary supply lines, connections, and piping installed by the Contractor shall be removed by him in a manner satisfactory to the Contracting Officer. (CENAB)

1.4.2 Interruption of Utilities: (1972)

a. No utility services shall be interrupted by the Contractor to make connection, to relocate, or for any purpose without approval of the Contracting Officer.

b. Request for permission to shut down utility services shall be submitted in writing to the Contracting Officer not less than 15 calendar days prior to the proposed date of interruption. The request shall give the following information:

(1) Nature of Utility (Gas, L.P. or H.P., Water, Etc.)

(2) Size of Line and Location of Shutoff

(3) Buildings and Services Affected

(4) Hours and Date of Shutoff

(5) Estimated Length of Time Service will be Interrupted

c. Services will not be shut off until receipt of approval of the proposed hours and date from the Contracting Officer.

d. Shutoffs which will cause interruption of Government work operations as

SECTION 01 05 00 Page 2 determined by the Contracting Officer shall be accomplished during regular non-work hours or on non-work days of the Using Agency without any additional cost to the Government.

e. Operation of valves on water mains will be by Government personnel.

Where shutoff of water lines interrupts service to fire hydrants or fire sprinkler systems, the Contractor shall arrange his operations and have sufficient material and personnel available to complete the work without undue delay or to restore service without delay in event of emergency.

1.4.3 Alterations to Utilities: (AUG 1968)

Where changes and relocations of utility lines are noted to be performed by others, the Contractor shall give the Contracting Officer in writing advance notice at least thirty days of the time that the change or relocation is required. In the event that, after the expiration of thirty days after the receipt of such notice by the Contracting Officer, such utility lines have not been changed or relocated and delay is occasioned to the completion of the work under this contract, the Contractor will be entitled to a time extension equal to the period of time lost by the Contractor after the expiration of said thirty day period. Any modification to existing or relocated lines required as a result of the Contractor's method of operation shall be made wholly at the Contractor's expense and no additional time will be allowed for delays incurred by such modifications.

(CENAB)

1.4.4 Utility Markings

Prior to any excavation the Contractor shall contact the facility manager's office and the One-Call Service, a minimum of 14 days and 48 hours, respectively, requesting utility location markings. The Contractor shall not proceed with any excavation until all utilities, including abandoned utilities, have been marked to the satisfaction of the Contracting Officer.

Prior to requesting the marking of utilities, the Contractor shall stake out proposed excavations and limits of work with white lines ("White Lining"). It is the Contractor's responsibility to ensure that all permits (excavation or otherwise) are current and up-to-date without expiration. In addition to the above requirements the Contractor shall:

a. Visually survey and verify that all utility markings are consistent with existing appurtenances such as manholes, valve boxes, poles, pedestals, pad-mounted devices, gas meters, etc. prior to any excavation.

b. Hand dig test holes to verify the depth and location of all utilities prior to any mechanical excavation within the limits of work. Other non-damaging methods for utility verification as indicated in d. below, may be considered subject to approval by the Contracting Officer. Also, verify that any abandoned utilities are not active.

c. Preserve all utility markings for the duration of the project to the furthest extent possible.

d. When excavation is performed within 2 feet of any utility line, a non-damaging method of excavation shall be used. The non-damaging method shall be hand digging. Other non-damaging methods, such as soft digging, vacuum excavation, or pneumatic hand tools, may be considered subject to approval by the Contracting Officer.

SECTION 01 05 00 Page 3

e. Regardless of the type of excavation, the Contractor shall notify the Contracting Officer a minimum of 72 hours prior to any excavation activity. Failure to notify the Contracting Officer can result in the issuance of a "Stop Work" order, which shall not be justification for contract delay or time extension. The Government reserves the right to have personnel present on site during any type of excavation.

f. The Contractor's Quality Control System Manager shall ensure that all excavation requirements herein are met at the time of the preparatory phase of quality control, and that the excavation procedures are reviewed during the preparatory phase meeting.

This preparatory phase of control shall also establish and document contingency plans and actions to be followed in the event that existing utilities are damaged or interrupted. Locations of shut off or isolation devices along with other safety features shall be established and their operation reviewed.

g. Any work other than excavation in the vicinity of a utility, that could damage or interrupt a utility, such as, exterior or interior work near transformers, power lines, poles, above ground gas lines, gas meters, etc., shall be done with extreme care. The Contractor shall specifically note during the preparatory phase of quality control, the construction techniques to be used to preclude damaging or interrupting any utility. This preparatory phase of control shall also establish and document contingency plans and actions to be followed in the event that existing utilities are damaged or interrupted. Locations of shut off or isolation devices along with other safety features shall be established and their operation reviewed.

h. The Contractor shall complete a risk assessment, using the attached checklist, at least one week prior to the start of any excavation or other work in the vicinity of a utility. The risk assessment shall be submitted for government approval prior to any excavation or other work in the vicinity of a utility. A risk assessment shall be completed for each definable feature of work encountering utilities and shall include all utilities anticipated to be encountered.

1.5 DISPOSAL OF EXISTING MATERIAL AND EQUIPMENT: (DEC 1975)

All removed, dismantled or demolished material and/or equipment including rubble, scrap and debris not specified or indicated to be Government salvaged, reinstalled under this contract or otherwise retained for disposal on Government land will become the property of the Contractor and shall be promptly removed from the site and disposed of by the Contractor at his own expense and responsibility. (CENAB)

1.6 COMPLIANCE WITH FACILITY REGULATIONS: (JUL 1980)

The site of the work is on a government facility and all rules and regulations issued by the Plant Management Staff covering general safety, security, sanitary requirements, pollution control, traffic regulations and parking, shall be observed by the Contractor. Information regarding these requirements may be obtained by contacting the Contracting Officer, who will provide such information or assist in obtaining same from appropriate authorities. (MEMO)

SECTION 01 05 00 Page 4

Contractor shall obey all local speed limits and yield right-of-way to pedestrians walking to/from the site.

1.6.1 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations under the cognizance of USACE 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.

1.7 MAINTENANCE OF ACCESS: (DEC 1975)

The Contractor shall not block passage through sidewalks, roads, alleys or other entranceways to the facility during performance of work under this contract. In addition, the Contractor shall at all times maintain safe and clear passage for Government personnel on and about the project site to allow minimal disruption of normal activities. No equipment or new materials are to be stored on the site except those items that are necessary for progress of the immediate work. All existing equipment, materials and debris removed during the work that are not to be reinstalled shall be removed daily by the Contractor from the site.

Restore access roads and walkways affected by construction upon completion of other work.

1.7.1 Emergency Return to Service

If the Contractor is working in an area that is required for an emergency, the Contractor shall immediately make the area ready for service and allow the WA access to operate.

1.8 PROTECTION OF GOVERNMENT PROPERTY AND PERSONNEL: (DEC 1975)

1.8.1 Protection of Equipment

All existing Government owned equipment within the work area shall be protected by the Contractor from damage caused by construction operations.

As a minimum, the Contractor shall cover all furniture, equipment and carpets in the work area with dust barriers and protect such items from any damage due to dust, vibration, water, heat or other conditions resulting from construction activities. Existing work damaged by construction operations shall be promptly repaired by the Contractor at his own expense.

1.8.2 Protection of Personnel

The Contractor shall protect occupants of the building by installing safety rails and/or barricades as applicable to prevent injury from unauthorized entry of personnel into work areas. Warning signs shall be erected as necessary to indicate Construction areas or hazardous zones. Work shall proceed in such manner as to prevent the undue spread of dust and flying particles.

1.8.3 Measures to Prevent Damage/Injury

The Contractor shall take such additional measures as may be directed by the Contracting Officer to prevent damage or injury to Government property or personnel. (CENAB)

SECTION 01 05 00 Page 5

1.9 STREET CLOSINGS: (MAY 1978)

When operations in connection with contract work necessitate the closing of streets, it shall be the Contractor's responsibility to conform to the approved traffic control permit requirements, and also to arrange in advance with the Contracting Officer for such street closings and to provide appropriate barricades, signs, markers, flares, and other devices as may be required by the Contracting Officer's Representative for traffic guides and public safety. (CENAB)

1.10 ORDER OF WORK AND COORDINATION WITH OTHER CONTRACTORS: (FEB 1979)

Other Contractors may be presently working in the same area. After award of this contract a meeting will be held with all contractor representatives and the Contracting Officer to develop a plan of work coordination. In case of disagreement regarding use of an area the decision of the Contracting Officer will control. (CENAB)

1.11 SALVAGE MATERIAL AND EQUIPMENT: (OCT 1993)

The Contractor shall maintain adequate property control records for all materials and equipment specified to be salvaged. These records may be in accordance with the Contractor's system of property control, if approved by the property administrator. The Contractor shall be responsible for the adequate storage and protection of all salvaged materials and equipment and shall replace, at no cost to the Government, all salvage materials and equipment which are broken or damaged during salvage operations as the result of his negligence, or while in his care. The Contractor shall deliver such salvage material to a location as directed by the Contracting Officer. (CENAB-EN-DT)

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.12.1 Procedure for Determination

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance the contract clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must 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.

1.12.2 Anticipated Adverse Weather Delays

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. The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

SECTION 01 05 00 Page 6

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

Washington Aqueduct (WA) Facilities, Washington, D.C.

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

4 5 6 7 6 6 6 5 2 5 4 3

1.12.3 Impact

Upon acknowledgment 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. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph "Anticipated Adverse Weather Delays", above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a contract modification.

1.13 WORKING HOURS

Regular working hours shall consist of an 8 hour period established by the Contractor Officer, between 7 a.m. and 5:30 p.m., during weekdays and Saturday, excluding Government holidays.

1.13.1 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 shall 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.

1.13.2 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 the paragraph "Work Outside Regular Hours."

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

c. Operation of Station Utilities: The Contractor shall not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor shall notify the Contracting Officer giving reasonable advance notice

SECTION 01 05 00 Page 7 when such operation is required.

1.14 LIMIT OF WORK AREAS

The limits of work areas as shown on the drawings are necessarily approximate. In case of doubt as to the actual limits of any work area, determination as to the actual limits will be made by the Contracting Officer.

1.15 TRAINING

a. The Contractor shall arrange for a qualified service representative from each company manufacturing or supplying certain equipment, to perform the duties herein described.

b. Verification of Installation: After installation of the equipment has been completed and the equipment is presumably ready for operation, but before it is operated by others, the representative shall inspect, operate, test, and adjust the equipment. The inspection shall include but shall not be limited to, the following points as applicable:

(1) Soundness (without cracked or otherwise damaged parts).

(2) Completeness in all details, as specified.

(3) Correctness of setting, alignment, and relative arrangement of various parts.

(4) Adequacy and correctness of packing, sealing, and lubricants.

The operation, testing, and adjustment shall be as required to prove that the equipment is left in proper condition for satisfactory operation under the conditions specified.

On completion of his work, the manufacturer's or supplier's representative shall submit in triplicate to the Government a complete signed report of the result of his inspection, operation, adjustments and tests. The report shall include detailed descriptions of the points inspected, tests and adjustments made, quantitative results obtained if such are specified, and suggestions for precautions to be taken to ensure proper maintenance. The report also shall include a certificate that the equipment conforms to the requirements of the Contract and is ready for permanent operation and that nothing in the installation will render the manufacturer's warranty null and void.

After the Government has reviewed the reports from the manufacturers' representatives, the Contractor shall make arrangements to have the manufacturers' representatives present when the field acceptance tests are made.

c. Training: In addition to and completely independent from the services of the manufacturers' representatives described herein, before, the Contractor shall arrange for professionally prepared and delivered training sessions on equipment listed below.

Equipment Minimum Training (hours)

SECTION 01 05 00 Page 8

Electric Actuators 8 hrs

d. The objective of all specified training is to provide Owner's operational and maintenance personnel with sufficient information and skills training of the theory, design and site specific operation and maintenance practices to assure that the equipment can be efficiently and effectively operated and maintained by the trainees upon completion of the training. Training shall be a combination of classroom, field and "hands-on" training necessary to achieve this objective.

Copies of the following information shall be submitted as a shop drawing to the Engineer through the Construction Manager by the Contractor to assist the Owner in determining the quality and applicability of training to be provided.

(1) A detailed training outline indicating the topics to be discussed with each training group, i.e., operations and maintenance, and the expected duration of each training task. The outline shall also include the type or location of training, i.e., "hands-on", field or classroom training.

(2) The name and qualifications of the proposed instructor. Sales representatives will not be considered acceptable unless their qualifications as submitted indicate substantial knowledge and experience in equipment servicing.

(3) A trainee manual that includes all pertinent information needed to operate and maintain the equipment. One copy of the trainee manual shall be given to each trainee. Note that this manual may be different than the Operating and Maintenance Instructions and Parts Lists, as the training manual should include only the information related to the discipline being trained. Thus different training manuals may be used for Operations personnel and Maintenance personnel. There will be a total of 30 trainees, consisting of approximately 20 operations personnel and 10 maintenance personnel.

Training will not be scheduled until receipt of an acceptable training and Operations & Maintenance Manual submittal as here before described.

All costs associated with the service of manufacturers' representative shall be borne by the Contractor.

1.16 CONFINED SPACES

Contractor shall comply with appropriate safety requirements for work in Confined Spaces, see Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

Confined spaces for this project include, but are not necessarily limited to:

a. The McMillan Finished Water North Clearwell b.

c.

SECTION 01 05 00 Page 9

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

SECTION 01 05 00 Page 10

RISK ASSESSMENT FOR

EXCAVATION AND OTHER WORK IN THE VICINITY OF UTILITIES

PROJECT NAME:

CONTRACT NUMBER:

PROJECT INSTALLATION AND LOCATION:

REASON FOR EXCAVATION:

PROPOSED EXCAVATION START DATE:

1. ESTABLISH EXCAVATION DETAILS AND DRAWINGS (Check when completed)

2. PROPOSED EXCAVATION AREA MARKED (“white lining”) (Check when completed)

3. CONTACT APPROPRIATE ONE-CALL SERVICE FOR PUBLIC UTILITIES:

MD: Miss Utility 1-800-257-7777 NY: New York City/Long Island One Call Center 1-800-272-4480 DC: Miss Utility 1-800-257-7777 PA: Pennsylvania One-Call System Inc. 1-800-242-1776 N. VA: Miss Utility 1-800-552-7777 ONE CALL NATIONAL REFERRAL CENTER 1-888-258-0808 VA: Miss Utility of VA 1-800-552-7001

CONTACT INSTALLATION/OWNERS OF ALL PRIVATELY OWNED UTILITIES (NON ONE-

CALL MEMBERS) (Check when completed)

4. DATE UTILITIES MARKED AND METHOD OF MARKING

ONE-CALL LOCATORS

OTHER LOCATORS

5. CONTACT APPROPRIATE DPW REPRESENTATIVES AND COMPLY WITH INSTALLATION PERMIT

REQUIREMENTS:

6. UTILITIES IDENTIFIED ON-SITE:

NONE ELECTRIC GAS WATER TELEPHONE CATV SEWER

OTHER

7. LEVEL OF RISK: (Based upon personnel safety and consequences of utility outages.)

SEVERE: Excavation required within the immediate vicinity (<2-ft) of MARKED utility.

MODERATE: Excavation required outside the immediate vicinity (>2-ft) of MARKED utility.

MINIMAL: Excavation required in an area with NO utilities.

8. EXISTING FACILITIES/UTILITIES IN VICINITY:

NON-CRITICAL MISSION CRITICAL HIGH PROFILE CEREMONIAL

OTHER

CONSEQUENCES IF EXISTING UTILITIES ARE DAMAGED/DISRUPTED

9. ENGINEERING CONTROLS REQUIRED: NONE HAND EXCAVATE TO LOCATE UTILITY

EXCAVATE WITH DUE CARE OTHER

10. ADMINISTRATIVE CONTROLS REQUIRED:

Notification of Contracting Officer’s Representative, NOTIFIED on:

Notification of Installation/DPW Representative, NOTIFIED on:

11. EMERGENCY NOTIFICATION AT INSTALLATION: POC & PHONE NUMBER:

THE INFORMATION NOTED ABOVE IS ACCURATE AND THE WORK IS READY TO PROCEED:

SIGNED and DATE

12. ON-SITE GOVERNMENT REP. RECOMMENDATION FOR APPROVAL TO EXCAVATE:

YES NO SIGNATURE AND DATE:

Comments:

13. AREA ENGINEER APPROVAL TO EXCAVATE: APPROVED DENIED

SIGNATURE AND DATE:

Comments:

CQC MANAGER

SECTION 01 07 00

CUTTING, PATCHING AND REPAIRING

07/17

PART 1 GENERAL

1.1 Description

This section pertains to the provision of all cutting, removing, replacing, patching, repairing, restoration, refinishing and similar type work as necessary to existing work scheduled to remain and to new work required to be cut or uncovered. All existing facilities damaged as a result of the construction activities shall be restored to a condition equivalent to that prior to the start of work, except where otherwise shown or specified.

1.2 Work Execution

Extent of work includes uncovering work to provide for installation of ill-timed work, removal and replacement of defective work or work that does not conform to the contract documents, installation of new work to be installed in existing construction, and as necessary to make several parts fit.

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:

SD-01 Preconstruction Submittals

Procedures; G, WA

The accomplishment of cutting, patching, and repairing of the work.

PART 2 PRODUCTS

2.1 MATERIALS

Materials for replacement, repairing, patching, restoration, and similar type work shall conform to applicable sections of the specifications for new materials or work. Where existing materials and/or installations are not covered by the specifications, such materials shall match existing. All excess materials resulting from cutting and removal work shall be removed from the job site.

PART 3 EXECUTION

3.1 INSPECTION AND PREPARATION

3.1.1 Inspections of Conditions of Work

Inspect all existing conditions of work, for possible movement or damage during cutting or uncovering procedures. After uncovering work, inspect conditions affecting installation of new products. Do not proceed with any

SECTION 01 07 00 Page 1 further cutting, patching or repairing work if defects are observed; or if any unsafe condition exists.

3.2 [Enter Appropriate Subpart Title Here]CUTTING AND DRILLING

Contractor shall do all cutting and drilling of existing walls, partitions, ceilings, floors, etc., as necessary for installation of the new work as shown, including cutting of holes and other openings for new plumbing, mechanical and electrical work. Prior to cutting and drilling, Contractor shall perform x-ray scans of existing walls, floors, ceilings, etc. to indetify the presence of any reinforcing steel, encased conduits or piping, or other potential interference. Any identified obstructions shall be immediately brought to the attention of the Contracting Officer. Conflicts shall be resolved before cutting or drilling can proceed. Cutting shall be performed by hand or small power tools; holes and slots cut neat and to size required., with minimum disturbance of adjacent work; cut holes in concrete slabs for pipes and conduit with core drills of proper sizes.

Openings shall be covered temporarily when not in use and patched as soon as work is installed.

3.3 [Enter Appropriate Subpart Title Here]PATCHING AND REPAIRS

3.3.1 Performance of Work

Existing work shall be cut, altered, removed, temporarily removed and replaced, or relocated as required for the performance of the work indicated on the drawings. Work remaining in place that is damaged or defaced by reason of alteration or demolition shall be restored to a condition equivalent to that prior to the start of work. Contractor shall be responsible for coordinating all patching and repairing involving the various trades, whether or not specifically mentioned under the respective sections.

3.3.2 Alterations

Where alterations or removals exposes damaged or unfinished surfaces or materials, such surfaces or materials shall be refinished or replaced as necessary to make continuous areas uniform. Where new work by any trades occurs in an existing finished area the entire wall or ceiling surface in which such work occurs shall be refinished. Where such new work occurs in an existing unfinished area, the work shall be done to render the new work inconspicuous.

3.3.3 Utility Removal

Where utilities are removed, relocated, or abandoned, they shall be capped, valves or plugged to make a complete and working installation as required.

Resulting holes and damaged surfaces shall be properly patched to match adjacent undisturbed surfaces or prepared to receive new finish as applicable.

3.3.4 Restoration of Existing Surfaces

All surfaces affected by patching and repairing work shall be restored to match existing adjacent surfaces. Repainting of affected areas or surfaces shall match color and shade of existing painted surfaces.

SECTION 01 07 00 Page 2

3.4 PROCEDURES

3.4.1 Procedure

The procedures proposed for the accomplishment of cutting, patching, and repairing work shall be submitted when such work affects:

a. Work of Government employees or Contractors working under separate contract.

b. The structural value of or structural integrity of any element of the project.

c. Integrity of effectiveness of weather-exposed or moisture-resistant elements or systems.

d. Efficiency and operational life, maintenance or safety of operational elements.

e. Visual qualities of sigh-exposed elements.

3.4.2 Submittals

a. Identification of the project.

b. Description of affected work.

c. The necessity for cutting, patching or alteration.

d. The effect on work of the Government or any separate Contractor.

e. The effect on the structural or weather proof integrity of the project.

f. Description of proposed work:

(1) Scope of cutting, patching, alteration and repairing.

(2) Trades who will execute the work.

(3) Products proposed to be used.

(4) Schedule of work.

g. Alternatives to cutting, patching and repairing.

3.5 MEASUREMENT AND PAYMENT

No separate measurement and payment will be made for the work performed in this Section 01 07 00 CUTTING, PATCHING & REPAIRING specified herein, and all costs in connection therewith shall be considered a subsidiary obligation of the Contractor, and shall be included in the overall cost of the work.

SECTION 01 07 00 Page 3

SECTION 01 20 00

WARRANTY REQUIREMENT

06/17

PART 1 GENERAL

1.1 WARRANTY OF CONSTRUCTION

The Contractor shall warranty all materials and workmanship in accordance with Contract Clause (FAR 52.246-21), "WARRANTY OF CONSTRUCTION".

1.2 MANUFACTURER'S WARRANTY

The Contractor shall provide manufacturer's warranties, when available, on all equipment for one year starting from the day of facility acceptance by the Government. Any warranty offered by the manufacturer for periods greater than one year or required by other sections of the specifications shall also be provided.

1.3 WARRANTY PAYMENT

Warranty work is a subsidiary portion of the contract work, and has a value to the Government of $360,000. The Contractor wil1 assign a value of that amount in the breakdown for progress payments mentioned in the Contract Clause (FAR 52.232-5) "Payments Under Fixed-Price Construction". If the Contractor fails to respond to warranty items as provided in paragraph CONTRACTOR'S RESPONSE TO WARRANTY SERVICE REQUIREMENTS below, the Government may elect to acquire warranty repairs through other sources and, if so, shall backcharge the Contractor for the cost of such repairs. Such backcharges shall be accomplished under the Contract Clause (FAR 52.243-4) "CHANGES" of the contract through a credit modification(s).

1.4 PERFORMANCE BOND

The Contractor's Performance Bond will remain effective throughout the construction warranty period and warranty extensions.

1.4.1 Failure to Commence

In the event the Contractor or his designated representative(s) fail to commence and diligently pursue any work required under this clause, and in a manner pursuant to the requirements thereof, the Contracting Officer shall have the right to demand that said work be performed under the Performance Bond by making written notice on the surety. If the surety fails or refuses to perform the obligation it assumed under the Performance Bond, the Contracting Officer shall have the work performed by others, and after completion of the work, may demand reimbursement of any or all expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

1.5 PRE-WARRANTY CONFERENCE

Prior to contract completion and at a time designated by the Contracting Officer, the Contractor shall meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of this specification. Communication procedures for Contractor notification of warranty defects, priorities with respect to the type of defect, reasonable

SECTION 01 20 00 Page 1 time required for Contractor response, and other details deemed necessary by the Contracting Officer for the execution of the construction warranty shall be reviewed at this meeting. The Contractor shall provide names, addresses, and telephone numbers of all subcontractors, equipment suppliers, or manufacturers with specific designation of their area of responsibilities if they are to be contacted directly on warranty corrections. This point of contact will be located within the local service area of the warranted construction, will be continuously available, and will be responsive to Government inquiry on warranty work action and status. Minutes of the meeting will be prepared by the Government and signed by both, the Contractor and the Contracting Officer. The minutes shall become part of the contract file.

1.6 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-04 Samples

Sample Warranty Tags; G, WA

To identify the warranty for all Contractor and Government furnished equipment which the Contractor installs.

1.7 ADDITIONAL REQUIREMENTS

1.7.1 Equipment Warranty Identification Tags

The Contractor shall provide warranty identification tags on all Contractor and Government furnished equipment which he has installed in accordance with this specification and Section 01 78 00 CLOSEOUT SUBMITTALS.

1.7.1.1 Format and Size for Tags

The tags shall be similar in format and size to the exhibits provided by this specification, they shall be suitable for interior and exterior locations, resistant to solvents, abrasion, and to fading caused by sunlight, precipitation. etc. . These tags shall have a permanent pressure-sensitive adhesive back, and they shall be installed in a position that is easily (or most easily) noticeable. Contractor furnished equipment that has differing warranties on its components will have each component tagged.

1.7.1.2 Sample Warranty Tags

Sample tags shall be filled out representative of how the Contractor will complete all other tags. These tags shall be submitted to the Government.

1.7.1.3 Tags for Warranted Equipment

The tag for this equipment shall be similar to the following. Exact format and size will be as approved.

SECTION 01 20 00 Page 2

| EQUIPMENT WARRANTY |

| CONTRACTOR FURNISHED EQUIPMENT |

| MFG:________________________ MODEL NO.:________________________ |

| SERIAL NO.:_________________ CONTRACT NO.:_____________________ |

| CONTRACTOR'S NAME:_______________________________________________ |

| CONTRACTOR WARRANTY EXPIRES: ____________________________________ |

| MFG WARRANTY (IES) EXPIRES: _____________________________________ |

| EQUIPMENT WARRANTY |

| GOVERNMENT FURNISHED EQUIPMENT |

| MFG:________________________ MODEL NO.:________________________ |

| SERIAL NO.:_________________ CONTRACT NO.:_____________________ |

| DATE EQUIPMENT PLACED IN SERVICE:________________________________ |

| MFG WARRANTY (IES) EXPIRES: _____________________________________ |

SECTION 01 20 00 Page 3

1.7.1.4 Execution

The Contractor will complete the required information on each tag and install these tags on the equipment by the time of and as a condition of final acceptance of the equipment. All tags shall be mechanically attached to the equipment as directed by the Contracting Officer.

1.7.1.5 Equipment Warranty Tag Replacement

The contractor shall provide new tags on repaired or replaced equipment during the warranty period. The tag shall be identical to the original tag, except that the Contractor's warranty expiration date shall be updated to show the correct warranty expiration date.

1.8 CONTRACTOR'S RESPONSE TO WARRANTY SERVICE REQUIREMENTS

1.8.1 Notification to Warranty Service Requirements

Following oral or written notification by authorized representative of the installation designated in writing by the Contracting Officer, the Contractor shall respond to warranty service requirements in accordance with the "Warranty Service Priority List" and the three categories of priorities listed below.

1.8.1.1 Categories of Priorities

a. First Priority Code 1: Perform on site inspection to evaluate situation, determine course of action, initiate work within 24 hours and work continuously to completion or relief.

b. Second Priority Code 2: Perform on site inspection to evaluate situation, determine course of action, initiate work within 48 hours and work continuously to completion or relief.

c. Third Priority Code 3: All other work to be initiated within 5 work days end work continuously to completion or relief.

1.8.1.2 Warranty Service Priority List

ELECTRICAL

Code 1:

a. Power failure (entire area or any building operational after 1600 hours).

b. Traffic control devices.

c. Security lights.

Code 2:

a. Power failure (no power to a room or part of building).

b. Receptacle and lights.

c. Fire alarm systems

SECTION 01 20 00 Page 4

INTRUSION DETECTION SYSTEMS

Code 1:

a. Areas secured by physical or electronic security systems.

ROOF LEAKS

Code 1:

a. Temporary repairs will be made where major damage to property is occuring.

Code 2:

a. Where major damage to property is not occuring, check for location of leak during rain and complete repairs on a Code 2 basis.

WATER

Code 1:

a. Normal operation of water valves, gates, and other equipment at the McMillan North Clearwell or distribution system.

1.8.2 Availability of Required Parts

Should parts be required to complete the work and the parts are not immediately available the Contractor shall have a maximum of 12 hours after arrival at the job site to provide authorized representative of the installation with firm written plan for emergency alternatives and temporary repairs for Government participation with the Contractor to provide emergency relief until the required parts are available on site for the Contractor to perform permanent warranty repair. The Contractor's plan shall include a firm date and time that the required parts shall be available on site to complete the permanent warranty repair.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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

Title Evidence

Proof of purchase for equipment and/or materials.

Invoice Copies

Proof of rental equipment costs.

Payment Evidence

Proof of full payment.

Photographs

Photographs and, as applicable, negatives showing construction progress.

SD-03 Product Data

Cost Or Pricing Data

Proof of actual equipment costs.

Equipment Data

An itemized list of serial/model numbers and equipment installed by the Contractor under this contract.

SD-10 Operation and Maintenance Data

O And M Data

A list of proposed maintenance and instruction manuals that is mainly used for but not limited to customized equipment.

1.2 PROGRESS SCHEDULING AND REPORTING (DEC 1998)

1.2.1 Practicable Progress Schedule

The Contractor shall within 20 days after date of commencement of work or as otherwise determined by the Contracting Officer, submit for approval a practicable progress schedule in accordance with Section 01 32 01.00 10

SECTION 01 30 00 Page 1

PROJECT SCHEDULE showing the manner in which he intends to prosecute the work.

1.2.2 Software Package

The Contractor shall utilize an industry recognized QCS-W compatible scheduling software package to implement the requirements of Section 01 32 01.00 10 PROJECT SCHEDULE. The program and data must be IBM PC compatible in a Window environment. These requirements are not intended to restrict the Contractors selection of an automated scheduling system but to establish a format which will allow use of the same program with government computers and automated information systems. The Contractor will provide at least one program installation and maintenance on government hardware complete with all program and data files. Such installation shall be maintained for the duration of the project until fiscal completion and shall allow analysis of the project schedule by government personnel or agents. The Contractor will be required to submit a submittal register, transmittal log and schedule that is compatible with the Corps of Engineers Quality Control System for Windows (QCS-W). The submittal register can be made available by the Corps of Engineers.

1.2.3 Preparation of Operation and Maintenance (O&M) Manuals

The Contractor shall provide a separate activity for the preparation and submission of all O&M manuals. The associated cost of $10,000 shall be assessed for this activity

1.2.4 Additional Commissioning Requirements

Provide separate activities for commissioning of systems shown below. Each activity shall be as a minimum duration as shown below and shall have an appropriate associated cost.

a. Electrical Actuator Commissioning 5 days in Duration $5,000 Cost

1.3 PAYMENT TO CONTRACTORS: (NOV 1976)

For payment purposes only, an allowance will be made the Contracting Officer of 100 percent of the invoiced cost of materials or equipment delivered to the site but not incorporated into the construction, pursuant to the Contract Clause entitled "PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS". The Contracting Officer may also, at his discretion, take into consideration the cost of materials or equipment stored at locations other than the jobsite, when making progress payments under the contract. In order to be eligible for payment, the Contractor must provide satisfactory evidence that he has acquired title to such material or equipment (Title Evidence, Payment Evidence or Invoice Copies), and that it will be utilized on the work covered by this contract. Further, all items must be properly stored and protected. Earnings will be computed using 100 percent of invoiced value. (CENAB)

1.4 IDENTIFICATION OF EMPLOYEES: (OCT 1983)

Each employee assigned to this project by the Contractor and subcontractors shall be required to display at all times, while on the project site, an approved form of identification provided by the Contractor, as an authorized employee of the Contractor/subcontractor. In addition, on those projects where identification is prescribed and furnished by the

SECTION 01 30 00 Page 2

Government, it shall be displayed as required and it shall immediately be returned to the Contracting Officer for cancellation upon release of the assigned employee and or completion of project. (CENAB)

1.5 PURCHASE ORDER: (SEP 1975)

One readable copy of all purchase orders for material and equipment, showing firm names and addresses, and all shipping bills, or memoranda of shipment received regarding such material and equipment, shall be furnished to the appointed Contracting Officer's Representative as soon as issued.

Such orders, shipping bills or memoranda shall be so worded or marked that all material and each item, piece or member of equipment can be definitely identified on the drawings.