Specifications.pdf

Solicitation No.:

W912WJ-16-B-0005

REHABILITATION OF PUMP NO. 4

Fox Point Hurricane Barrier Providence, Rhode Island

Construction Solicitation and Specifications

February 2016

BACKSIDE

PROJECT COVER PAGE

REHABILITATION OF PUMP NO. 4 SOLICITATION COPY

FOX POINT HURRICANE BARRIER, PROVIDENCE RI 02/04/16

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 CONTRACTOR QUALITY CONTROL

01 45 00.10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

DIVISION 02 - EXISTING CONDITIONS

02 83 13.17 LEAD IN CONSTRUCTION

DIVISION 22 - PLUMBING

22 10 00.17 VERTICAL PUMP REHABILITATION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

BACKSIDE

TABLE OF CONTENTS

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Location

1.1.2 Project Description

1.1.2.1 General Description of the Work

1.2 SPECIAL REQUIREMENTS

1.3 EXISTING WORK

1.4 SUBMITTALS

1.5 WORK SITE

1.6 SECURITY

1.7 COORDINATION WITH OCCUPANTS OF PREMISES

1.8 SUPERINTENDENCE BY THE CONTRACTOR

1.9 PRECONSTRUCTION CONFERENCE

1.10 COORDINATION AND DIRECTION DURING CONSTRUCTION

1.11 WORK SEQUENCE AND SCHEDULING

1.11.1 Regular Working Hours

1.11.2 Work Outside Regular Hours

1.11.3 Work Sequence

1.11.3.1 General

1.11.3.2 Initial Project Schedule

1.11.3.3 Periodic Schedule Updates

1.11.4 Scheduling

1.11.5 Organization at the Site

1.11.5.1 General

1.11.5.2 Rate of Progress

1.12 CONTRACTOR'S USE OF HAULING ROUTES

1.13 CONTRACTOR USE OF PREMISES

1.13.1 General

1.13.2 Protection, Safety, and Security

1.13.3 Access to Work Site

1.13.4 Temporary Facilities and Utilities, and Storage Areas

1.13.5 Work and Coordination With Others

1.13.6 Emergency Contacts

1.13.7 Work Area Limits

1.13.8 Damaged Property

1.13.9 Contractor's Receipt of Supplies

1.13.10 Storage and Handling

1.13.11 Temporary Contractor Facilities and Utilities, and Storage

Areas

1.13.12 Daily Clean Up

1.13.13 Tobacco Materials

1.13.14 Government Sanitary Facilities

1.14 QUALITY ASSURANCE

1.15 PLANNED OUTAGES OR INTERRUPTIONS

1.16 GENERAL SAFETY REQUIREMENTS

1.16.1 General

1.16.2 Contractor's Project Superintendent

1.17 ENVIRONMENTAL PROTECTION

1.18 FINAL CLEAN-UP

SECTION 01 11 00 Page 1

1.19 FINAL REPORT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Location

The Project is located in Providence, Rhode Island at the Government facility known as the Fox Point Hurricane Barrier, hereinafter referred to as "Fox Point." Fox Point is approximately 60 miles southwest of Boston, Massachusetts, and approximately 91 miles east of Hartford, Connecticuut.

1.1.2 Project Description

The project description is general in nature and is only given to indicate the scope of work under this contract. It does not limit the work required under other sections of the contract specifications.

1.1.2.1 General Description of the Work

a. The Contractor shall provide all supervision, plant, materials, labor, equipment, mobilization and demobilization, staging, ladders, pumps, air, rigging, barriers, temporary lighting and ventilation, quality control, and safety necessary to perform the following work:

(1) BASE BID ITEMS

(a) The existing 40-ton Shepard Niles overhead bridge crane shall be load tested and inspected as specified in Section 22 10 00.17 VERTICAL PUMP REHABILITATION under paragraph titled "Crane Load Test, and Operational Testing and Inspections.

(b) The work will consist of the dewatering of the intake sump, and the disassembly, overhauling, sampling and testing of existing paint, reassembly, and operational testing of an existing Worthington 119" HI-FLO single stage impeller pump, hereinafter referred to as Pump No. 4 (See Reference Drawings 4 and 5).

1. The overhauling will consist of restoring, repairing, and/or replacing packing, glands, seals, seal retainers, shaft sleeves, cover pipe, bolts, nuts, and washers; removal and replacement of existing bearing temperature indicators; rebuilding and alignment of upper guide bearing; removal and replacement of lower guide bearing; removal and replacement of the lower motor bearing;

cleaning, examination, and metal stitching on the inside surface of the existing diffuser; the cleaning and recoating of the interior and exterior surfaces of the discharge cone, column, and backwater closure valve; removal and replacement of the automatic grease injection system; refurbishing the anti-rotation brakes and the hydraulic system for the backwater closures; and associated nondestructive testing.

SECTION 01 11 00 Page 3

2. The work will also consist of the removal and disposal of the existing paint coating from the interior and exterior of the Discharge Column (which includes the suction bell, impeller casing, diffuser, diffuser extension, discharge cone, and backwater closure valve). It is suspected that the existing paint coating is paint with lead. Remove, control, and dispose of paint with lead in accordance with Section 02 83 13.17 LEAD IN

CONSTRUCTION.

b. The work is further defined in Section 22 10 00.17 VERTICAL PUMP REHABILITATION and other sections of the contract specifications.

1.2 SPECIAL REQUIREMENTS

The age and physical size of the pumps and their location being indoors will require special equipment and tools to be pre-fabricated onsite to meet the demands for working on the pump. The Government does not own the following special equipment and tools required for this work.

a. The removal of large pieces of the pump will require the Contractor to pre-fabricate special rigging to use with the onsite overhead bridge crane to lift up and out large components of the pump. In accordance with EM 385-1-1, Section 15.A.05, custom fabricated grabs, hooks, clamps, or other lifting accessories (e.g. equalizing beams, lifting or spreader beams, etc.) for such units as modular panels, prefabricated structures, and similar materials shall be designed by a Registered Professional Engineer (RPE), marked to indicate the working load limit and shall be proof-tested before initial use, to 125 percent of their working load limit.

b. A special torque wrench will be required to fit this particular pump in order to perform portions of the work. The Contractor will be required to pre-fabricate this wrench based on the pump's make and model.

c. Working around and in the pump will require special pre-fabricated scaffolding.

1.3 EXISTING WORK

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

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

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

1.4 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:

SECTION 01 11 00 Page 4

SD-01 Preconstruction Submittals

Initial Project Schedule ; G, RO

In accordance with the contract clauses, the Contractor shall, within 5 days after receipt of Notice to Proceed (NTP) or as otherwise determined by the Contracting Officer, submit for approval a practicable project schedule. When changes are authorized that result in contract time extensions, the Contractor shall submit a revised project schedule for approval by the Contracting Officer.

Request Application to work outside the hours of operation; G, RO

SD-07 Certificates

Periodic Schedule Updates ; G, RO

SD-11 Closeout Submittals

Final Report

1.5 WORK SITE

All rules, regulations, and requirements covering such items as, but not limted to, general safety, security, sanitary requirements, environmental protection, pollution control, and traffic regulations shall be observed by the Contractor.

1.6 SECURITY

a. The Contractor shall report any vandalism, suspicious activities, or devices to the Contracting Officer and local police as soon as possible.

b. The Contracting Officer will notify the Contractor of any heightened security measures and the following: any areas of the work that may become restricted; work which may be delayed or shut-down; areas which must be completely vacated; or if the perfomance of work in such areas will require the direct supervision of U.S. Army Corps of Engineers personnel.

c. During any heightened security posture, the Contractor shall expect vigilant monitoring of equipment, grounds, and security fencing while working.

1.7 COORDINATION WITH OCCUPANTS OF PREMISES

The Contractor shall minimize interruptions to daily operations within and around Fox Point. The delivery of materials, supplies, or equipment shall not cause undue interruptions to operations of the hurricane barrier or the power station. On a daily basis, coordinate all work with the Contracting Officer's Representative (COR). Also refer below to subparagraph "Working Hours" under subpart "WORK SEQUENCE AND SCHEDULING."

1.8 SUPERINTENDENCE BY THE CONTRACTOR

a. At all times during the performance of the contract and until the work

SECTION 01 11 00 Page 5 is completed and accepted, the Contractor shall directly superintend the work. The project superintendent shall be satisfactory to the Contracting Officer and has the authority to act for the Contractor.

b. The project superintendent shall maintain a physical presence at the site at all times and be responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.

c. Failure to comply with these requirements shall be deemed as cause for a non-compensatory stoppage and suspension of work until the deficiency is remedied.

d. The project superintendent may also perform the duty of the Contractor Quality Control (CQC) System Manager contingent upon meeting the requirements as specified in the contract documents. The project superintendent may not serve as the Site Safety and Health Officer

(SSHO).

1.9 PRECONSTRUCTION CONFERENCE

The Contracting Officer will conduct a preconstruction conference with key Contractor personnel. The purpose of the conference is to review contract requirements and to establish a working relationship between the Contractor's Staff and the U.S. Army Corps of Engineers (USACE) personnel who will be closely associated with the project. During the conference, the Contracting Officer will inform the Contractor concerning topics such as, but not limted to, job safety, quality control, temporary facilities and storage areas, labor relations, and environmental protection. The Contractor's Project Superintendent, Quality Control Representative, and Site Safety and Health Officer (SSHO) shall attend this conference. All submittals which are ready for submission prior to start of work may be brought to the conference for distribution to the participating reviewers.

1.10 COORDINATION AND DIRECTION DURING CONSTRUCTION

a. The Contractor shall not take or accept any direction or instructions issued by any person, employed by the Government or otherwise, other than the Contracting Officer that changes the terms and conditions of contract actions, the scope, or any change that impacts the cost, price, or schedule. Changes authorized by the Contracting Officer will be in the form of a written, official, signed modification to the contract action received by the Contractor before the Contractor will act upon those changes. The Contractor will comply with the changes clause of this contract when the Contractor believes direction has been given from persons other than the Government Contracting Officer that equate to a change by notifying the Contracting Officer as directed by the clause. Any direction given by any Government employee or any other person outside their authority must be reported to the Contracting Officer.

b. The Contracting Officer Representative (COR) is limited to the authorities stated in the COR appointment letter. If a COR is appointed under this contract, they will be appointed by written letter from the Contracting Officer to the Contractor and COR specific to this contract only. COR appointment letters from previous contracts are not valid for this contract. See the Contracting Officer’s Representative clause of this contract.

SECTION 01 11 00 Page 6

1.11 WORK SEQUENCE AND SCHEDULING

1.11.1 Regular Working Hours

a. Regular work hours are from 7:00 a.m. through 3:30 p.m., Monday through Friday. To avoid impacts with the operation of the hurricane barrier and power station, pump and system testing, or other contract requirements may require that the Contractor work on Saturdays and/or Sundays. Work will not be permitted on legal holidays unless otherwise authorized by the Contracting Officer. The following legal holidays are observed:

January 1st Third Monday in January Third Monday in February Last Monday of May July 4th 1st Monday of September 2nd Monday of October November 11th Fourth Thursday of November December 25th

b. When one of the above designated legal holidays falls on a Sunday, the following Monday will be observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday. Requests to perform work at other times shall be made in writing to the Contracting Officer. Every effort will be made to accommodate such requests.

1.11.2 Work Outside Regular Hours

Work outside the regular working hours requires Contracting Officer approval. The request to work outside the hours of operation shall be made in writing to the Contracting Officer 10 calendar days prior to such work to allow arrangements to be made by the Government. The request application shall include specific dates, hours, location, type of work to be performed, contract number and project title, and names of all individuals who will be working outside the hours of operations.

1.11.3 Work Sequence

1.11.3.1 General

There are certain essential criteria relative to the preparation of a work sequence and time schedule that the Contractor will be required to implement and follow during the prosecution of the work. The Contractor shall utilize the contract drawings and specifications in preparing the progress schedule and work sequence. Minor variations in the sequence of the items of work as approved may be made by the Contractor, provided such variations do not conflict with critical elements of the schedule.

Proposed minor variations shall be noted on the progress charts submittal required by CONTRACT CLAUSE, entitled "SCHEDULES FOR CONSTRUCTION CONTRACTS." Variations shall be approved by the Contracting Officer prior to implementation.

1.11.3.2 Initial Project Schedule

The initial project schedule shall be in the form of a chart graphically

SECTION 01 11 00 Page 7 indicating the sequence proposed to accomplish each work feature or operation. The chart shall be prepared to show the starting and completion dates of all work features on a linear horizontal time scale beginning with date of Notice to Proceed and indicating calendar days to completion. Contractor shall indicate on the chart the important work features or operations that are critical to the timely overall completion of the project. Key dates for such important work features and portions of work features are milestone dates and shall be so indicated on the chart. This schedule will be the medium through which the timeliness of the Contractor's construction effort is appraised. Anticipated adverse weather delay days shall be included in the schedule.

1.11.3.3 Periodic Schedule Updates

An updated schedule showing actual progress shall be submitted monthly or with each pay request. Changes to the base-line schedule shall be outlined in a narrative describing the reason for the change.

1.11.4 Scheduling

All work shall be carefully scheduled to prevent any excessive interruptions with day-to-day operations. Refer above to subpart

"COORDINATION WITH OCCUPANTS OF PREMISES."

1.11.5 Organization at the Site

1.11.5.1 General

The Contractor shall employ ample personnel and sufficient equipment to accomplish the work of this contract within the prosecution period specified in Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS, subpart

"COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) FAR

52.211-10."

1.11.5.2 Rate of Progress

Should the Contractor fail to maintain a satisfactory rate of progress in accordance with the Contractor's approved progress schedule, the Contracting Officer may require that additional personnel and equipment be placed on the work and weekend and overtime work be performed, in order that the work be brought up to schedule and maintained.

1.12 CONTRACTOR'S USE OF HAULING ROUTES

The Contractor shall:

a. Determine, if necessary, the trucking and hauling routes and associated restrictions to and from the work, to include the coordination for the use of such routes with local, state, and federal authorities.

b. Comply with all local, state, and federal regulations and restrictions during the use of hauling routes.

1.13 CONTRACTOR USE OF PREMISES

1.13.1 General

Before work is started, the Contractor shall arrange with the Contracting

SECTION 01 11 00 Page 8

Officer a sequence of procedures, means of access, space for storage of materials and equipment, and use of approaches.

1.13.2 Protection, Safety, and Security

a. Protection to Contractor personnel or their equipment cannot be provided at the worksite by the Government nor along the travel routes to/from the worksite.

b. The Contractor shall protect all its personnel, Government employees, and the general public from injury.

c. The Contractor shall conduct all its work so as to prevent injury or unsafe conditions during construction.

1.13.3 Access to Work Site

a. The Contractor shall be responsible for movings its equipment and plant to and from the work site and any designated storage and staging areas. Access by the Contractor through any other private areas outside the designated access route(s) or limits of work shall be prohibited.

b. Access to the work site is currently available for construction traffic. The work site can only be accessed through Dominion Energy's Manchester Street Station property via the main entrance off of Point Street. Prior to accessing Fox Point each day, the Contractor shall check in at Dominion Energy's security office at the main gate house.

Access via Eddy Street entrance is prohibited unless otherwise approved by the Contracting Officer. The speed limit on Dominion Energy's property is 9.5 miles per hour and is strictly enforced.

Exceeding this speed limit may result in denial of access to the site. The Contractor shall meet all deliveries of materials and equipment at the security office.

1.13.4 Temporary Facilities and Utilities, and Storage Areas

The Contractor shall comply with Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS regarding its temporary facilities, temporary utilities, and storage areas.

1.13.5 Work and Coordination With Others

The Contractor shall cooperate and continuously coordinate Government operational personnel and other contractors in all respects wherever necessary for the better prosecution of the work. As far as practicable, all persons working in the vicinity of each other's work shall have equal rights to the use of the facility and grounds within the limitations specified in the CONTRACT CLAUSES. The obligation of the Contractor under this contract shall include jointly planning and scheduling the work, on a cooperative basis, with others in order to minimize delays and interferences. The Contractor shall so arrange its operations as to not interfere with other work in progress. In case of dispute or disagreement regarding use of transportation and storage facilities and rights of access, the decision of the Contracting Officer will govern.

1.13.6 Emergency Contacts

The Contractor shall provide a list of emergency contacts in the event of

SECTION 01 11 00 Page 9 an emergency, to include designated personnel from each subcontractor.

The list shall include the contact names, addresses, and telephone numbers. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.13.7 Work Area Limits

Limits of the work area shall be restricted to the Fox Point building and parking areas. Limits will be further discussed during the preconstruction conference.

1.13.8 Damaged Property

Work shall proceed in a manner which will minimize disturbance or risk of damage to surrounding lands, structures, personal belongings, equipment, or infrastructure. The Contractor shall repair such items damaged in the course of carrying out the work at no additional cost to the Government.

All repairs shall match adjacent similar existing items in all aspects.

All replacements will be in kind.

1.13.9 Contractor's Receipt of Supplies

The Contractor shall be responsible for all arrangements for the receipt of materials and supplies at the job site. Government personnel are not permitted to receive or sign for items delivered to the site. All deliveries shall be through the designated access gate.

1.13.10 Storage and Handling

All new materials shall be transported, stored and handled according to the manufacturers’ written recommendations, or as otherwise directed by the Contracting Officer.

1.13.11 Temporary Contractor Facilities and Utilities, and Storage Areas

The Contractor shall conform to Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS regarding temporary field office, temporary utilities, and storage areas. Confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.

1.13.12 Daily Clean Up

The Contractor shall at all times keep the premises free from accumulation of waste materials and rubbish caused by work under this contract. All waste materials and rubbish shall be removed daily from the premises.

1.13.13 Tobacco Materials

Discarding tobacco materials other than into receptacles is considered littering and is subject to fines.

1.13.14 Government Sanitary Facilities

Toilet facilities are not available on site for Contractor's use. The Contractor shall provide portable toilets for its personnel and subcontractors as specified in Section 01 50 00 TEMPORARY CONSTRUCTION

SECTION 01 11 00 Page 10

FACILITIES AND CONTROLS.

1.14 QUALITY ASSURANCE

a. All items of work not addressed in the contract documents shall be completed in strict accordance with the manufacturers’ specifications.

b. The Government is not obligated to inspect the Contractor’s work, or to protect the Contractor from the consequences of its work.

Government inspections are a general examination of the Contractor’s conduct and workmanship and are solely for the purpose of the Government. Government-designated Quality Assurance Representatives (QARs) do not have the authority to accept work, nor is a Government inspection to be construed as conclusive.

c. Government agents including QARs and project engineers are not authorized to change the contract without the written approval of the Contracting Officer; this lack of authority extends to all situations in which the action of these agents could be construed as constituting a change.

d. The quality of workmanship is subject to audit by Government or Government-designated QARs at any time during the contract. The Contractor shall cooperate fully and provide all information necessary for this audit.

e. The Contractor shall submit all requests for changes in writing to the Contracting Officer. Do not proceed with changes without possession of written authorization of the Contracting Officer.

f. The Contractor shall not conceal any work unless the Contracting Officer has approved all items of work which are to be concealed. The Contractor shall notify the Contracting Officer of its intention to conceal work at least 24 hours in advance of concealment.

1.15 PLANNED OUTAGES OR INTERRUPTIONS

a. Planned outages or interruptions required during the prosecution of work shall be arranged for at the convenience of the Government and may have to be scheduled outside the regular working hours or on weekends.

b. Outages and interruptions shall be defined as any Contractor operation that interferes with equipment, safety, use of facilities, or pumping systems.

c. Request for planned outages or interruptions shall be submitted in writing at least 7 calendar days in advance of the date desired and includes at least one alternate date. Outages or interruptions shall not occur without receipt of approval granted by the Contracting Officer. The request shall include the following information:

Location(s) of outages or interruptions, hours and dates of outages or interruptions, and which facilities or services are to be affected.

Contractor is cautioned that outages or interruptions may not be granted on the date(s) requested.

d. Contractor shall notify the Contracting Officer's Representative (COR) at least 7 calendar days in advance of any cancellation of any scheduled outage or interruption.

SECTION 01 11 00 Page 11

1.16 GENERAL SAFETY REQUIREMENTS

1.16.1 General

The Contractor shall take all necessary precautions in observing safety regulations in accordance with Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, Section 02 83 13.17 LEAD IN CONSTRUCTION, and EM 385-1-1 (with all changes), and shall assume the responsibility to guard against causing of fires and/or explosions and to protect Government property.

The Contractor shall perform the work in a manner consistent with security and with fire safety regulations especially with regards to ingress and egress. Temporary closures shall not compromise life safety, security or fire safety.

1.16.2 Contractor's Project Superintendent

The Contractor's project superintendent shall take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis, tool box meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work.

1.17 ENVIRONMENTAL PROTECTION

To provide for control of all environmental pollution arising from construction activities, the Contractor and its subcontractors, in the performance of this contract, shall comply with Section 01 57 20 ENVIRONMENTAL PROTECTION, and all applicable federal, state, and local laws and regulations concerning environmental protection pollution control and abatement.

1.18 FINAL CLEAN-UP

The premises shall be left broom clean. Paved areas shall be swept and landscaped areas shall be raked clean. The site shall have waste, surplus materials, and rubbish removed. The project area shall have temporary structures, barricades, project signs, and construction facilities removed. A list of completed clean-up items shall be submitted on the day of final inspection. Upon the completion of all work, the Contractor shall leave the work area in the condition in which it was found just prior to start of work.

1.19 FINAL REPORT

Prior to final payment, the Contractor shall submit to the Contracting Officer a final report containing a write up of the work that was completed to rehabilitate the pump. The report shall also include a bill of material and photographs.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 12

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.2 MOBILIZATION AND DEMOBILIZATION

1.3 BIDDING SCHEDULE - PAYMENT ITEMS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. The lump sum 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 which separate payment is not otherwise provided.

1.2 MOBILIZATION AND DEMOBILIZATION

Costs associated with mobilization and demobilization are distributed amongst each payment item.

1.3 BIDDING SCHEDULE - PAYMENT ITEMS

Payment items for the work of this contract on which the contract progress payments will be based are listed in the BIDDING SCHEDULE and are described below. All costs for items of work, which are not specifically mentioned to be included in a particular Bidding Schedule job or unit price payment item, shall be included in the listed job or unit price item most closely associated with the work involved.

BASE BID ITEMS:

a. Item No. 0001, "Rehabilitate Pump No. 4"

This work will be paid for at the contract job price for the rehabilitation of Pump No. 4 as specified in Section 22 10 00.17 VERTICAL PUMP REHABILITATION and other appropriate sections of the specifications. The price shall include all supervision, plant, labor, materials, tools and equipment, quality control, and mobilization and demobilization incidental to the completion of this item.

Unit of measure: Job.

b. Item No. 0002, "Crane Load Testing and Operational Testing and Inspections"

This work will be paid for at the contract job price to conduct one initial load test and six operational testing and inspections of the existing 40-ton Overhead Bridge Crane as specified in Section 22 10 00.17 VERTICAL PUMP REHABILITATION and other appropriate sections of the specifications. The price shall include all supervision, plant, labor, materials, tools and equipment, quality control, and mobilization and demobilization incidental to the completion of this item.

SECTION 01 22 00 Page 2

Unit of measure: Job.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 22 00 Page 3

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal

1.2.2 Submittal Descriptions (SD)

1.2.3 Approving Authority

1.2.4 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved

1.4.1.1 Submittal Tags

1.4.2 Information Only

1.5 TRANSMITTAL FORM (ENG FORM 4025)

1.5.1 Transmittal Form

1.6 QUANTITY OF SUBMITTALS

1.6.1 Government Approved

1.6.2 Information Only

1.7 DELIVERY OF SUBMITTALS

1.8 INFORMATION ONLY SUBMITTALS

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting That Variations Are Compatible

1.9.4 Review Schedule Is Modified

1.10 SUBMITTAL REGISTER

1.10.1 Use of Submittal Register

1.10.2 Contractor Use of Submittal Register

1.10.3 Approving Authority Use of Submittal Register

1.10.4 Copies Delivered to the Government

1.11 SCHEDULING

1.12 GOVERNMENT APPROVING AUTHORITY

1.12.1 Review Notations

1.13 APPROVED/ACCEPTED SUBMITTALS

1.14 DISAPPROVED/REJECTED SUBMITTALS

1.15 APPROVED SAMPLES

1.16 WITHHOLDING OF PAYMENT

1.17 STAMPS OR COVER PAGES

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal

Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.2.2 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

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Some examples of preconstruction submittals may include, but are not limited to, the following:

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction Progress Schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared

SECTION 01 33 00 Page 3 for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Some examples of test reports may include, but are not limited to, the following:

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

1.2.3 Approving Authority

Office or designated person authorized to approve submittal.

1.2.4 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

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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 this section.

SD-01 Preconstruction Submittals

Submittal Register ; G, RO

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved

Government approval is required for extensions of design, critical materials, deviations, Government-required plans, schedules, O&M manuals, as-built drawings, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.4.1.1 Submittal Tags

A “G” following a submittal item indicates that the submittal requires Government approval and will appear in Column (f) of the Submittal Register. For submittals requiring Government approval, submittal tags may be used following the "G" designation to indicate the reviewing and approving authority. Codes for submittal tags are: "AE" for Architect-Engineer; "DO" for District Office; "AO" for Area Office; "RO" for Resident Office; "PO" for Project Office; and "A" for Government acceptance required.

1.4.2 Information Only

Submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to in subpart titled "Government Approved."

1.5 TRANSMITTAL FORM (ENG FORM 4025)

1.5.1 Transmittal Form

Attached at the end of this section is a sample submittal transmittal form (ENG Form 4025) that is used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms are included in the QCS software that the Contractor is required to use for this contract. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

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1.6 QUANTITY OF SUBMITTALS

1.6.1 Government Approved

Submit seven copies of each submittal requiring review and approval by the Contracting Officer.

1.6.2 Information Only

Submit two copies of each submittal designated as for "Information Only."

1.7 DELIVERY OF SUBMITTALS

The Contractor will be informed at the Preconstruction Conference on where to send all submittals and to whom submittals shall be addressed to.

1.8 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.9 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.9.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.9.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

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Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.9.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.9.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.10 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 00.10 QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.10.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving

SECTION 01 33 00 Page 7 authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.10.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.10.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.10.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.11 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the

SECTION 01 33 00 Page 8 register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully accepted, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the accepted "Submittal Register."

1.12 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government acceptance, stamp and date accepted submittals. two copies of the accepted submittal will be retained by the Contracting Officer and five copies of the submittal will be returned to the Contractor. If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above.

1.12.1 Review Notations

Contracting Officer review will be completed within 30 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" "or approved except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is accepted.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and accepted, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, SECTION 01 33 00 Page 9 with appropriate action, coordination, or change.

1.13 APPROVED/ACCEPTED SUBMITTALS

The Contracting…