Pier 2 Water Sys Repairs Bid Set_2019_1212.pdf

PIER 2 WATER SYSTEM REPAIRS 183501WTRSYS

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 LIST OF DRAWINGS

00 22 13.00 20 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

DI VI SI ON 03 - CONCRETE

03 01 00 REHABILITATION OF CONCRETE

03 20 00.00 10 CONCRETE REINFORCING

03 31 29 MARINE CONCRETE

DI VI SI ON 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 19 CONCRETE JOINT SEALANTS

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NO. TITLE

LIST OF DRAWINGS

G-1 COVER SHEET

CIVIL

C-101 OVERALL EXISTING CONDITIONS PLAN

C-102 ABOVE DECK EXISTING CONDITIONS PLAN

C-103 BELOW DECK EXISTING CONDITIONS PLAN

C-104 TYPICAL PIER SECTION - WEST

C-105 TYPICAL PIER SECTION - SOUTH

C-106 TYPICAL PIER SECTION - NORTH

C-107 TEMPORARY WATER LINE PLAN

C-108 PHASE I DEMOLITION PLAN

C-109 PHASE I UTILITY PLAN

C-110 PHASE I UTILITY SUPPORT PLAN

C-111 PHASE II DEMOLITION PLAN

C-112 PHASE II UTILITY PLAN

C-113 PHASE II UTILITY SUPPORT PLAN

C-501 DETAILS I

DOCUMENT 00 01 15 Page 1

DRAWING NO. TITLE

C-502 DETAILS II

C-503 DETAILS III

C-504 DETAILS IV

C-505 DETAILS VI

C-506 DETAILS VI

C-507 DETAILS VII

ELECTRICAL DRAWINGS

E-001 SYMBOL LEGEND & NOTES

E-100 PIER 2 ELECTRICAL HEAT TRACE DEMOLITION PLAN

E-101 LOAD CENTER ELECTRICAL PLANS

E-102 PIER 2 ELECTRICAL HEAT TRACE NEW WORK SITE PLAN

E-301 HEAT TRACE DETAILS

E-302 HEAT TRACE DETAILS

E-303 HEAT TRACE AUTODIALER DETAIL

E-401 PANEL SCHEDULES

E-501 POWER SCHEDULES

-- End of Document --

DOCUMENT 00 01 15 Page 2

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

PART 1 GENERAL

1.1 CONTRACT LINE ITEMS

The terms Offeror and Bidder and versions thereof (offer/bid) have the same definition as used within this contract.

Provide the Contract Line Item (CLIN) lump sum price for the following items:

CLIN 0001 - BASE PRICE.

CLIN 0001 Price for Phase 1 Base Price work to include: demolition and new under the pier from and including meter pit to the first tee, around the north side of the loop ending at Demarcation Point 'A,' temporary water service complete, demolition and new above the pier from the meter pit to the first tee, around the north side of the pier ending at Demarcation Point 'A' including the first ship hood and all appurtenances and the first hydrant, all in accordance with the drawings and specification.

CLIN DESCRIPTION TOTAL PRICE FOR

CLIN 0001

0001 DESCRIPTION

Price for the entire work above and below Pier to from and including the meter pit to Demarcation Point 'A' but excluding work described in Contract Line Item (CLIN) 0002.

CLIN 0002 Option Item No. 1

CLIN 0002 Price for Phase I Option 1 to include demolition and new under and above the pier from Demarcation Point A westward along the north side of the pier to Demarcation Point B, to include all work above and below the pier in between points 'A' and 'B,' all in accordance with the drawings and specification.

CLIN DESCRIPTION TOTAL PRICE FOR CLIN

000 2

000 2 Price for the entire work above and below Pier in between Demarcation Points 'A' and 'B,' but excluding work described in Contract Line Items

(CLIN) 0001

GRAND TOTAL PHASE 1 (TOTAL SUM OF CLIN 0001 + 0002): $____________

DOCUMENT 00 22 13.00 20 Page 1

1.2 GENERAL BID NOTES

a. Award will be made on the total sum of Contract Line Item 0001 and 0002 .

b. The Government reserves the unilateral right to award CLIN 0002 to the Contractor at the proposed price within 180 calendar days after the contract award. A firm fixed proposed price is required for CLIN 0001 and CLIN 000 2. No provision is made for economic price adjustment. If Options are exercised, the contract completion date remains unchanged .

c. Evaluation of Options (JUL 1990). Except when it is determined in accordance with FAR 17.206(b) Evaluation not to be in the Government's best interest, the Government will evaluate offers for award purposes by adding the price for the Option(s) to the total price for CLIN 0001. In accordance with FAR 52.217-5 Evaluation of Options, evaluation of options will not obligate the Government to exercise the Option(s).

d. The Government may reject an offer as nonresponsive if it is materially unbalanced as to prices for the basic requirement and the option. An offer is unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated for other work.

e. If CLIN 0002 is exercised, additional bonding and consent of surety is required. Consequently, the Performance Bond must reflect 100 percent of the aggregate amount of all Items.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Document --

DOCUMENT 00 22 13.00 20 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 PROJECT SPECIFIC REQUIREMENTS

NAVFAC NSN has set in place specific work-flow conditions and identified potential hardships that may be encountered during the extension of Pier #2 Water Service Repairs Contracted Work. The Contractor/Subcontractor workforce must be mindful of, and be responsible for, anticipating and integrating, construction mobilization, weather constraints and Naval activities as they relate to all Pier #2 water and pier surface activities; water, marine and tidal influences. For tidal influences in particular, working off of platforms during certain times during the tide cycle may be difficult if not impossible. Refer to mean low water (MLW) height on the drawing to plan for work. In addition, pilings supporting pier are closely spaced which may restrict maneuvering and logistics. The Contractor must develop a Project Work Schedule that addresses the following:

a. Under Pier Access - The Contractor will not have shore access, nor the ability to launch small boats from either Pier #1 or Pier #2. The nearest public launching access point is the Portsmouth Boat Ramp, Weaver Cove (off Burma Road); Contact Portsmouth Harbor Master office

(401) 643-0137. Small boat dockage at Pier #2 is available; max. boat length, +/- 30 Ft., with overnight dockage. The Floating dock dimensions are 6 Ft. (W) x 70 Ft. (L).

b. The Contractor is ultimately responsible for project specific traffic control with respect to protection of lay-down areas, stored equipment, completed work in place and personnel safety in the performance of the Work.

c. The Contractor is to attend weekly meetings with Port Operations. The Contractor is to contact Port Operation every day prior to any construction activities. Meetings typically take place in Bldg. 68 on Pier 2.

d. Material lay-down areas (pipe, fittings, valves, etc.) will be designated. Concurrent NSN work is scheduled on Pier #2, Spring 2020 through 22 August 2020 - lay-down areas to be assigned.

e. There will be no Work Restriction Hours. Work outside of normal designated time frame will require 4-day advanced notice to the Contracting Officer and Port Operations.

f. All mechanical 'Lift' equipment - Any ’Lift' equipment and /or "Lift' event requires NAVFAC inspection and operational approval before equipment use. Off-site parking for crane equipment is available (2 min. drive on pier access road). Refer to Specification Section 01 35 26 - Governmental Safety Requirements.

g. All crane/lift operations shall be conducted in accordance with NAVFAC P-307 which may be found at:

https://www.navfac.navy.mil/navfac_worldwide/specialty_centers/ncc/about_us/resources/p307.html

SECTION 01 11 00 Page 1

h. NAVFAC will provide and install a water meter on the temporary water service. The Contractor shall provide a backflow preventer that the NAVY will install and test.

i. Existing domestic water and fire protection connections points are to be functional during all phases of construction utilizing temporary means, as necessary. In no condition are connection points to be non-functional for longer than 1 day without prior approval from NAVFAC. Any connection to the NAVY utility systems requires the Contractor to submit a Utility Request form 15 days prior to such activity.

j. Porting and Ship movement - Pier #2 is home-port for 6 ships, and notification of arrival/departure, from the Coast Guard is often less than 24 Hrs. Logistics with respect to Work area access will be offered by the NSN BMC (Chief Boatswain's mate). Attention to wake activity is advised; work activity suspension is NOT required as related to normal Pier #2 ship activity, unless otherwise determined by the BMC or NAVFAC.

k. Naval Operations from Pier #2 (Diving) - Occasionally Contractors will be alerted to accommodate NSN dive team activities. Advanced notification will be via weekly NAVFAC/Contractor meetings.

Suspension of construction work activity is NOT required. Normal dive activity is 8-9 Hrs. in duration - Marine alerts and dive flag notifications will be in place.

l. The International Seapower Symposium will be held in September 2020.

Construction activities during this activity shall be secured and suspended for a 2-week period (1 week prior to ISS and the week of ISS). Commencing 22-29 September 2020, daily Pier #2 entry control will be via Sentry. Material Lay-down area will NOT be available during the month before this ISS event on or adjacent to Pier 2.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

Excavation Permits

Welding Permits

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes the following coordinated primary disciplines and incidental related work.

SECTION 01 11 00 Page 2

1.3.1.1 Water System Repair Introduction

The Pier 2 water system is a piped water main system that is maintained and operated by NSN Public Works Department (PWD) and supplies potable water that serves both fire and domestic needs for buildings located on the pier and ships berthed at the pier. Pier 2 is classified as a Department of Defense (DoD) Pier and its design, operation, and maintenance is regulated by UFC, NFPA, and other DOD and safety requirements.

1.3.1.2 Work Scope - Phase 1

Phase I Water System Repairs consists of the Base Price (CLIN 0001) and Option Item 1(CLIN 0002). The Phase I water system repair work involves the demolition, removal from NSN and the installation of replacement pipe and appurtenances. The Base Price requires removal and replacement work activity on approximately 425 linear feet to Demarcation Point A along the north above/underside length of the 1,500 foot long pier, as shown on the drawings. Option Item 1 requires removal and replacement work activity on approximately 465 linear feet Demarcation Point A to Demarcation Point B along the north above/underside of pier, as shown on the drawingsPhase 1 Work is part of the overall general pipe arrangement; a 3,220 linear foot looped type main system hung below the pier deck that feeds individual service lines along the full length of pier. The main system is metered on the mainland in a concrete vault directly adjacent to the east end of the pier bulkhead and is fed from a single 12-inch main connected to a 12-inch Base water main located in Burma Road/Defense Highway.

1.3.1.3 Existing Conditions

Portions of the pier water main distribution system are constructed of uncoated welded steel pipe with expansion loops, and portions were constructed of uncoated ductile iron pipe with expansion fittings. The two dissimilar pipes are connected on the north underside of the pier. Service lines off the water main provide domestic water supply and fire water supply to Building 68 located in the central portion of the pier and fire water supply to ship service outlets and fire hydrants located around the perimeter of the pier.

The existing pier water distribution pipe system is insulated with 1-1/2-inch thick poly foam insulation with a protective polyethylene or PVC jacket and a self-regulating electric wire heat trace system served via under pier conduits from the pier’s power Load Center No. 2. The heat trace control panel is located above the water line within the Load Center area of Building 68.

The pier deck has a limited number of manhole openings through the deck in which to access the water system and primary access to the water main is by small boat from below the pier.

1.3.1.4 Demolition Scope (Phase 1 - Base Price)

The demolition scope for the Pier 2 - Base Price will be partial removal of the water system beginning with the water meter and 12” main located at the steam/water vault on the east side of the Pier 2 bulkhead. The demolition work continues through the 12” x 8” tee connection and the north section of the 8” loop around the pier to a point (Demarcation Point A approximately 150 feet west of Ship Hood 1). The following list is not a comprehensive summary of all demolition responsibilities of the contractor.

SECTION 01 11 00 Page 3

a. All water pipe insulation and heat tracing is to be removed.

b. The pipe support system including hangers, rollers, and structural components is to be removed.

c. The primary water meter and steam equipment in vault, all valves, fire hydrants, backflow prevention devices and ship service connections will be removed.

d. Manhole access stations not being reused on the top side of the pier will be removed and repaired.

e. The abandoned steam distribution system is to be removed for a distance of 10 feet on either side of the proposed water line at all crossings and removed entirely at ship service hoods on the topside of the pier.

f. Steam pipe insulation contains asbestos and outer jacket has lead paint.

1.3.1.5 Demolition Scope (Phase 1 - Option Item 1)

The demolition scope for the Pier 2 - Option Item 1 will be partial removal of the water system beginning at Demarcation Point A approximately 150 feet west of Ship Hood 1 and continuing approximately 465 feet west beyond the westerly most connection to Building 68 to Demarcation Point B, as shown on drawings.

The following list is not a comprehensive summary of all demolition responsibilities of the contractor.

a. All water pipe insulation and heat tracing is to be removed.

b. The pipe support system including hangers, rollers, and structural components is to be removed.

c. All valves, fire hydrants, backflow prevention devices and ship service connections will be removed.

d. Service connections to pier buildings will also be removed.

e. Manhole access stations not being reused on the top side of the pier will be removed and repaired.

f. The abandoned steam distribution system is to be removed for a distance of 10 feet on either side of the proposed water line at all crossings and removed entirety at ship service hoods on the topside of the pier.

g. Steam pipe insulation contains asbestos and outer jacket has lead paint.

1.3.1.6 System Repairs

Access to work areas is to be via existing pier penetrations and small boat (North side pier approach only). Access to under pier work areas will be via water surface or existing pier surface penetrations. Existing penetrations are nominal 24 inch diameter portals. Additional Contractor

SECTION 01 11 00 Page 4 generated penetrations and existing penetrations utilized are to be restored to previous Pier loading and finish standards. Holes in, or damage to the concrete structure resulting from removal of the utility hanging systems will be repaired. A temporary water system is to be installed along the north side of the pier to provide water to the user points until such time that the new system is operable, tested and accepted. The proposed work is intended to occur during the warm months of the year to eliminate concerns of freezing and to provide favorable weather for removal and replacement of the under-pier system. Refer to specification Section 01 14 00 - WORK RESTRICTIONS for additional NSN site access, worker restraints and Contract delivery dates.

1.3.1.7 New Water Distribution System

Work descriptions and implied tasks below are generalized. Refer to all Contract documentation; plans and specifications and specific geographical and Contract time constraints.

1.3.1.8 Phase I - Base Price Water Distribution Installation

The Phase I - Base Price water distribution system will system begin with new water 8 inch water meter located at the existing steam/water vault on the east side of the Pier 2 bulkhead. The water installation will include an 8 inch main from the meter continuing through an 8 inch x 8 inch tee connection and continuing with an 8 inch line along the north section of the pier to Demarcation Point A, approximately 150 feet west of Ship Hood

1. The new water piping will be cement lined Class 52 ductile iron pipe with push on joints supported below the pier on rollers. The ductile iron pipe will be coated with zinc corrosion protection. Bolt on wedge type restraint harnesses will be installed at pipe joints to provide resistance to temperature and water pressure changes. The ship service line at Ship Hood 1 will be 4 inch with 2 - 2 1/2 inch hose ship hose connection.

straight lengths of pipe will be installed with Stainless Steel jacketed insulation and heat tracing. Fittings, joints and valves will be installed with pre-molded PVC jacketed insulation and heat tracing. A new fire hydrant will be installed at location shown on the Drawings. Backflow prevention devices will be provided at the 8" main east of the Tee and at Ship Hood 1, housed in “Hot Boxes” above the pier to prevent freezing and provide easy access.

a. All pipe hangers, rollers and supports will be constructed out of stainless steel.

b. All fasteners, anchors and bolts will be constructed out of stainless steel.

c. Existing angle iron brackets and plates that attach the hangers to the bottom of the pier deck will be removed and replaced with stainless steel. Pipe hangers will be located near each pipe joint with a minimum of two hangers per pipe section. Fixed stainless steel bracing will be required at 90-degree bends, tees and expansion joints.

d. Expansion joints to be forced balance installed at locations shown on drawings. Ball type ductile iron expansion joints will be used at the eastern end of the pier and at pier expansion joints. Linear forced balance ductile iron expansion joints will be installed between fixed points in the main pipeline.

e. New isolation valves will be installed under the pier at various

SECTION 01 11 00 Page 5 locations along the main and at services to provide control of the system. The valves will be accessible from the top deck of the pier through new manhole access points.

1.3.1.9 Phase I - Option Item 1 Water Distribution Installation

The Phase I - Option Item 1 water distribution system begins at Demarcation Point A approximately 150 feet of west of Ship Hood 1 and continues approximately 465 feet to Demarcation Point B. The water installation will include an 8 inch main from Demarcation Point A and continuing line along the north section of the pier to Demarcation Point B located beyond the westerly most connection to Building 68. The new water piping will be cement lined Class 52 ductile iron pipe with push on joints supported below the pier on rollers. The ductile iron pipe will be coated with zinc corrosion protection. Bolt on wedge type restraint harnesses will be installed at pipe joints to provide resistance to temperature and water pressure changes. The ship service line at Ship Hood 2 will be 4 inch with 2 - 2 1/2 inch hose ship hose connection. Straight lengths of pipe will be installed with Stainless Steel jacketed insulation and heat tracing. Fittings, joints and valves will be installed with pre-molded PVC jacketed insulation and heat tracing. Two new fire hydrant will be installed at locations shown on the Drawings. Backflow prevention devices will be provided at Ship Hoods 2 & 3, housed in “Hot Boxes” above the pier to prevent freezing and provide easy access. Service connections will be provided to Building 68 as shown on Drawings. There will be two 6 inch fire protection connections and one 4” domestic water service to Building 68 in the locations of the existing pipes and will connect to the existing building services at the flange on the top side of the building slab.

a. All pipe hangers, rollers and supports will be constructed out of stainless steel.

b. All fasteners, anchors and bolts will be constructed out of stainless steel.

c. Existing angle iron brackets and plates that attach the hangers to the bottom of the pier deck will be removed and replaced with stainless steel. Pipe hangers will be located near each pipe joint with a minimum of two hangers per pipe section. Fixed stainless steel bracing will be required at 90-degree bends, tees and expansion joints.

d. Expansion joints to be forced balance installed at locations shown on drawings. Linear forced balance ductile iron expansion joints will be installed between fixed points in the main pipeline.

e. New isolation valves will be installed under the pier at various locations along the main and at services to provide control of the system. The valves will be accessible from the top deck of the pier through new manhole access points.

1.3.2 Location

The work is located at the Pier 2 on Naval Station Newport , approximately as indicated. The exact location will be shown by the Contracting Officer.

1.4 EXISTING WORK

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

SECTION 01 11 00 Page 6

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

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

1.5 LOCATION OF UNDERGROUND UTILITIES

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

Contact NSN Public Works Department (PWD) utility locating service a minimum of 15 days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday.

Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing pier piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 7

Photos Pier 2 Water System Repairs, Newport, Rhode Island

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Medical Plan ; G

Contractor Regulations ; G

Transportation of Personnel, Materials, and Equipment ; G

Purchase Orders ; G

List of Contact Personnel ; G

Personnel List ; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Pier 2 and its facilities must be ready for water system repairs as approved by Contracting Officer before work is started , which would interfere with normal operation.

b. The Pier 2 will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

The following conditions apply:

(1) The International Seapower Symposium will be held in September 2020. Construction activities during this activity shall be secured and suspended for a 2-week period (1 week prior to ISS and the week of ISS). Commencing 22-29 September 2020, daily Pier #2 entry control will be via Sentry. Material Lay-down area will NOT be available during the month before this ISS event on or adjacent to Pier 2.

(2) The contractor cannot use Pier 1 for any activity associated with

SECTION 01 14 00 Page 1 this Work.

e. Naval Station Newport Pier 2 Load Restrictions. See Attachment A at the end of this section.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Ingress and egress of Contractor vehicles at the Activity is limited to Gate #17. To minimize traffic congestion, delivery of materials must be outside of peak traffic hours (6:30 to 8:00 am and 3:30 to 5:00 pm) unless otherwise approved by the Contracting Officer.

Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

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

1.3.1.2 Additional Personnel Requirements

1.3.1.2.1 General Construction

General construction of the Pier 2 - Water System Repairs must be performed by U.S. firms using U.S. citizens. General construction includes construction activities such as sitework, utilities, and civil structures; marine construction including utility work about controlled and confined areas.

1.3.1.3 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html . No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.3.1.3.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html . Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

SECTION 01 14 00 Page 2

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html .

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.3.1.3.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.3.1.3.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.3.1.3.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.3.1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated

SECTION 01 14 00 Page 3 tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 4

NAVAL STATION NEWPORT

Pier 2 Load Restrictions

Revised July 15, 2019

LOAD RESTRICTIONS

The following weight handling operation and vehicle restrictions are in effect:

• Maximum Concentrated Load: 40,000 lbs. Allowed within fully improved areas.

Concentrated loads include crane outriggers and gangway supports. Maintain 10’ - 15’ spacing between loading points.

• Maximum Uniform (Storage) Load: 400 lbs./sf, allowed within improved areas;

100 lbs./sf allowed in all other areas.

• Large sinkers (20,000 lbs. and 12,500 lbs.) and large buoys (8x and 9x) must be on flatbed trailers, one piece at a time. Large sinkers and large buoys must be spaced a minimum of 20 ft. apart.

• Small sinkers (8,500 lbs. and under) and small buoys (7x and under), chain, and other equipment must be delivered to the pier “laydown” area one piece at a time on either a flatbed trailer or the USCG DAEWOO forklift. Do not exceed DAEWOO forklift loading capacity (refer to definitions below). Small sinkers and small buoys must be spaced a minimum of 15 ft. apart.

• The NSNPT Fire Department’s Pierce 105 HDL Ladder-Pumper Apparatus exceeds maximum load limit for HS-20 truck loading (48,000 lbs. at rear axle), and is not permitted on the pier.

• Fuel tanker GVW shall not exceed 72,000 lbs., and must comply with HS-20 loading requirements. When fuel tanker trucks are on the pier for refueling, no other truck traffic or weight handling equipment is permitted on the pier deck. Consult Structural Engineering if multiple tanker trucks are required simultaneously to meet fueling schedules.

• Multi-axle tractor trailer trucks shall not exceed 72,000 lbs., and must meet HS-20 loading requirements. Only one tractor trailer truck is allowed on the north side of the pier at any one time, and must remain within limits of drive lane.

• The maximum size mobile crane allowed on the pier must not exceed a 32,000 lb. axle load or 72,000 lb. GVW (HS20 loading), and maximum outrigger loads must be limited to 40,000 lbs. The Navy-owned Link-Belt RTG-8080 exceeds the loading limit and is pglick_smma Text Box Attachment A

Pier 2 Load Restrictions 15 July 2019 not allowed on the pier. The Navy-owned National 1100 Series boom truck crane (28 ton) may access the pier provided it operates within weight limits listed above.

• When a mobile crane is traversing the truck drive lane to reach a fully improved location of the pier, no other truck traffic or weight handling operation is permitted on the deck. Once the crane reaches the improved deck area, operations may resume.

• Impact loads are not allowed on the pier deck surface at any time. All commercial vehicles shall proceed with caution when traversing the pier deck, with no sudden starting or stopping, and shall not exceed 5 mph.

• All vehicles, except POVs, shall remain within the drive lane or other fully improved area of the pier.

• Privately owned vehicles (POVs), including cars, vans, and pick-up trucks (not exceeding 10,000 lbs. GVW) are permitted on all areas of the pier.

• Consult with Port Ops for any other situation not fully described.

• For loads exceeding Pier 2 loading capacity, only installation Commanding Officer can authorize the risk of the operation.

Definitions/Current equipment and vehicle loads on the pier:

AASHTO HS-20 Design Vehicle (3 axles): 72,000 lbs. GVW (maximum axle load of 32,000 lbs.)

Fuel tanker truck (5 axles): 72,000 lbs. GVW (maximum tandem axle load of 32,000 lbs.)

Flatbed trailer truck (4 or 5 axles): 30,000 lbs. GVW (unloaded).

Link-Belt RTC 8080 (80 ton, mobile, rough terrain crane): 81,000 lbs. GVW. This vehicle is not permitted on Pier 2.

National Series 1100 boom truck crane (28 ton, mobile truck crane): 52,000 lbs.

GVW.

DAEWOO D100 (USCG) Forklift: 29,660 lbs. GVW; 10,000 lbs. max lift capacity.

Sinkers: 20,000 lbs.; 12,500 lbs.; and 8,500 lbs.

Buoys: 9x35, 18,500 lbs.; 8x26, 11,800 lbs.; 7x17, 7,800 lbs.

Chain: 1 shot = 2,000 lbs., 5 shot = 10,000 lbs.

Emergency/Fire Response Vehicle (Pierce 105 HDL): 70,800 lbs. GVW (48,000 lbs.

rear tandem axle). This vehicle is not permitted on Pier 2.

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices ; G

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes

SECTION 01 20 00.00 20 Page 1 to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work. Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP 1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 shall include certification by Contractor and Quality Control (QC) Manager.

b. The Estimate for Voucher/ Contract Performance Statement on NAVFAC Form 4330/54 furnished by the Government, showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract. Use NAVFAC Form 43300/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

SECTION 01 20 00.00 20 Page 2

1.5.2 Submission of Invoices

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

Monthly invoices and supporting forms for work performed through the anniversary award date of the contract shall be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, contract award date is the 7th of the month, the date of each monthly invoice shall be the 7th and the invoice shall be submitted by the 12th of the month.

1.5.3 Final Invoice

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

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

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

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

SECTION 01 20 00.00 20 Page 3

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored in the Continental United States. Other locations are subject to written approval by the Contracting Officer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00.00 20 Page 4

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map ; G

Progress and Completion Pictures ; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, SECTION 01 30 00 Page 1 during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS

Accomplish all contract requirements of Section 02 82 00 ASBESTOS REMEDIATION, assigned to the Private Qualified Person, directly with a first tier subcontractor.

1.7 SUPERVISION

For the positions of Superintendent, SSHO, and QC Manager, 2 people may fill these 3 roles. Any person filling multiple roles shall meet all requirements for both roles. If the Contractor is unable to find 2 people with appropriate qualifications, then 3 qualified people shall be required at no additional cost to the Government. The 2 or 3 people assigned shall be full time and shall have no other duties assigned.

1.7.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.7.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 20 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.7.2.1 Duties

The…