PO Marina PS - Addendum 1CONTRACT ADDENDUM NO. 1
CITY OF PORT ORCHARD
Marina Pump Station Improvements
Project No. PW2023-013
Date Advertised: June 9, 2023
Date of Addendum Issue: June 28, 2023
Date of Opening: July 18, 2023
Notice to all Plan Holders:
This Addendum No. 1, containing the following revisions, additions, deletions, and/ or
clarifications is hereby made a part of the Plans and Contract Provisions (Contract Documents)
for the above named project. It shall be attached to the Contract Provisions and shall be taken
into consideration by the Bidders in submitting their bids.
Bidders shall acknowledge receipt of the Addendum No. 1 in the space provided on the
Proposal/ Construction Contract form. Failure to do so may subject the Bidder to
disqualification of the bidders submittal.
CLARIFICATIONS
a. Pacific Power Group requested that their MTU generator, and Generac requested that
their generator be added to the list of approved generator manufacturers. These
requests are denied, due to the City's existing inventory of spare parts for the approved
generators.
b. The project is subject to American Iron and Steel (AIS) requirements, as outlined in the
Washington State Department of Ecology Water Pollution Control Revolving Fund
Specifications Insert. The Certification of Materials Origins form is to be used to certify
compliance with the AIS requirements. The project is not subject to Build America, Buy
America (BABA).
c. The requirements for the "elevated benches" above fan F401 and louver L110 are stated
in Note 7 of the fan schedule located on Drawing No. A105. The elevated benches shall
be constructed of powder coated steel.
d. The structural notes on Drawing No. S601 pertain only to the work associated with the
platform and the associated work as designed by KPFF. The structural notes on Drawing
No. S701 pertain to the rest of the project.
e. The emergency storage pump discharge piping may be constructed of 3" ductile iron
pipe or 4" ductile iron pipe.
1
ADDENDUM NO. 1
June 28, 2023
Marina Pump Station Improvements
Project No. PW2023-013
ADVERTISEMENT FOR BIDS
a. The first sentence of the Advertisement for Bids CURRENTLY READS:
Notice is hereby given that sealed bids will be received at the office of the City Clerk for
the City of Port Orchard, 216 Prospect Street, Port Orchard, WA 98366 until 2:00 PM on
duly 11, 202-3, for construction of the Marina Pump Station Improvements, Public Works
Project No. 2023-013.
IS REVISED TO READ:
Notice is hereby given that sealed bids will be received at the office of the City Clerk for
the City of Port Orchard, 216 Prospect Street, Port Orchard, WA 98366 until 2:00 PM on
July 18, 2023, for construction of the Marina Pump Station Improvements, Public Works
Project No. 2023-013.
NOTICE TO PROSPECTIVE BIDDERS
b. The first sentence of the Notice to Prospective Bidders CURRENTLY READS:
In accordance with Section 1-02.4(1) of the Standard Specifications, it is the City of Port
Orchard's policy that questions concerning the project during the bidding process be
submitted in written form. Please submit any questions that are pertinent to bidding the
contract, and that are not answered by information contained in the Contract
Documents, to the City of Port Orchard Public Works Department via email at
, Attention: Tony Lang, Public Works Director.
IS REVISED TO READ:
In accordance with Section 1-02.4(1) of the Standard Specifications, it is the City of Port
Orchard's policy that questions concerning the project during the bidding process be
submitted in written form. Please submit any questions that are pertinent to bidding the
contract, and that are not answered by information contained in the Contract
Documents, to the City of Port Orchard Public Works Department via email at
publicworks@portorchardwa.gov, Attention: Tony Lang, Public Works Director.
SCHEDULE OF CONTRACT PRICES
a. Replace the Schedule of Contract Prices in its' entirety. See attached revised Schedule
of Contract Prices.
GENERAL PROVISIONS
a. Remove GENERAL CONDITION 2.4 "Contract Documents":
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2
ADDENDUM NO. 1
June 28, 2023
Marina Pump Station Improvements
Project No. PW2023-013
TECHNICAL SPECIFICATIONS
a. Remove DIVISION 1.43.20 Warranty, first and second paragraphs:
ardlditiGnal requirements,
The GE)Rtra Gter shall warrant all werk anld nredi Gts for a nerierd of ene /9 \ dear
below. The date of nrejert arrentanre is rdefineld as the date the final payment is
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cent try the GGRtrarter from the QWRer
b. Add DIVISION 15.22.04 Stainless Steel Pipe and Fittings to the contract:
15.22.04 Stainless Steel Pipe and Fittings
Working
Pressure
0-100
psi
101 - 200
psi
Part 1 - General
Related Sections
Division 5.05 Common Work for Metals
Design Requirements
Welding shall withstand the hydrostatic testing pressure as stated in Division
1.81.40 without leakage.
The pipe wall thickness shall be as required by Division 1.81.40 and the following
table.
Pipe Wall Thickness (inches)
Nominal Pipe Diameter
1"
2"
3"
4"
6"
8"
10"
12"
14"
16"
18"
24"
30"
0.10
0.10
0.12
0.12
0.13
0.14
0.16
0.18
0.18
0.18
0.18
0.25
0.31
90)
90)
00)
00)
40)
80)
50)
00)
80)
80)
80)
0
20)
0.13
0.15
0.21
0.23
0.28
0.32
0.36
0.37
0.37
0.37
0.37
0.37
0.37
3 (z)
4 (z)
6 (z)
7 (z)
0 (z)
2 (z)
5 (z)
5 (2)
5
5
5
5
5
(1) Per Schedule 10s; (2) Per Schedule 40s;
Part 2 - Products
Materials
All stainless -steel pipe and fittings shown on the Plans in direct bury applications
shall meet ASTM A312, Type 316L, Welded. All heat tints and chromium
depleted layers caused by welding shall be removed by pickling prior to on -site
delivery.
3
ADDENDUM NO. 1
June 28, 2023
Marina Pump Station Improvements
Project No. PW2023-013
Above -ground stainless steel piping and fittings shall meet ASTM A778 and A774
respectively, welded. ASTM A312 is also acceptable. Piping systems shall be
pickled after welding and prior to on -site delivery. Fittings shall be beveled plain -
end for welding, mechanical joint connection, or flange as shown on the Plans.
Part 3 - Execution
Installation
Welding of pipe shall be per ASME Welding Code.
Passivate field welds per Division 5.05.
c. Add DIVISION 15.23.02 High Density Polyethylene (HDPE) Pipe and Fittings to
the contract:
15.23.02 HIGH DENSITY POLYETHYLENE (hdpe) PIPE AND FITTINGS
Part 1 - General
This specification covers the material (pipe and fittings), joining methods and
general installation practice for high density polyethylene pipe (HDPE) piping
systems for water and wastewater piping as indicated on the Plans.
Submittals
The Contractor shall list a minimum of three successful projects in which butt
fusion welding of HDPE pipe was constructed and installed under their
supervision with the HDPE submittal.
Provide training certificates for personnel performing pipe fusion. Fusion shall be
completed by someone trained by the Welding Equipment manufacturer for Butt
fusion and electrofusion.
Details of fittings and specials such as elbows, tees, outlets, connections, test
bulkheads, nozzles or other special items where shown on the Plans.
The Supplier of the material shall submit, through the Contractor, a Certificate of
Compliance that the HDPE pipe and fittings furnished for this project are FM
approved materials that meet or exceed the standards set forth in this
specification. The Contractor shall submit these certificates to the Engineer and
have them reviewed prior to ordering materials.
Part 2 - Products
Materials
Pipe supplied under this specification shall have a minimum inside diameter of 30
inches. The Standard Dimension Ratio (SDR) shall be 17.
Pipe and fittings shall have a pressure rating meeting Division 1.81.40.
HDPE pipe, fittings and fusion equipment shall be provided by one supplier.
Supplier shall be ISCO Industries, Inc or approved equal.
All material shall be manufactured from a PE 4710 resin listed with the Plastic
Pipe Institute (PPI) as TR-4. The resin material shall meet the specifications of
ASTM D 3350 with a minimum cell classification of 445474C. HDPE pipe and
fittings shall contain no recycled compounds except that generated in the
manufacturer's own plant from resin of the same specification from the same raw
material. HDPE products shall be homogeneous throughout and free of visible
cracks, holes, foreign inclusions, voids, or other injurious defects.
4
ADDENDUM NO. 1
June 28, 2023
Marina Pump Station Improvements
Project No. PW2023-013
The polyethylene compound shall be suitably protected against degradation by
ultraviolet light by means of carbon black of not less than 2-percent. The
manufacture of the HDPE resin shall certify the cell classification indicated.
Pipe sizes 3-inches and larger shall have a manufacturing standard of ASTM F
714, while pipe smaller than 3-inches shall be manufactured to the dimensional
requirements listed in ASTM D 3035.
Dimensions and tolerances shall be as specified in AWWA C901 (3-inch and
smaller) or AWWA C906 (4-inch to 63-inch).
HDPE Fittings
Fittings made of HDPE as called out on the Plans shall be made from the same
materials as the pipe and welded and constructed as described in this section.
Fittings shall meet the working and hydrostatic testing pressures as listed in
Division 1.81.40.
Molded fittings shall comply with the requirements of ASTM D 3261
Pipeline Locating Materials
Detectable Marker Tape- Plastic marker tape shall be 5 Mil minimum thickness
with a solid aluminum core of 0.35 Mil minimum thickness and a minimum width
of 2-inches. The background of the tape shall be colored based on pipe service
with black lettering continuously printed. Marker tape shall have a minimum 35
lbs. per inch tensile strength. The installation of the tape shall be at 18 inches
below finish grade.
Tracer Wire- All HDPE pipe 4-inch and greater shall be installed with an extra
high -strength, copper clad steel tracer wire including 45 Mil HDPE jacket that has
a minimum average break load of at least 1,150 lbs. The jacket shall be colored
based on pipe service, with blue for potable water or green for sewer. Tracer wire
gauge shall be 12 AWG, 10 AWG, or 8 AWG depending upon application and
installation procedure. This wire shall be continuous and brought up in the valve
boxes at the ends of each line segment with splices made only by methods per
the equipment manufacturer's recommendation. All miscellaneous splicing
components shall be furnished and installed by the Contractor.
Part 3 - Execution
Shipping and Handling
HDPE pipe shall be packaged in a manner designed to deliver the pipe to the
project neatly, intact, and without physical damage. The transportation carrier
shall use the appropriate method and intermittent checks to verify the pipe is
properly supported, stacked and restrained during transport such that the pipe is
not nicked, gouged, or physically damaged.
HDPE pipe shall be stored on clean, level ground to prevent undue scratching or
gouging of the pipe. If the pipe must be stacked for storage, such stacking shall
be done in accordance with the pipe manufacturer's recommendations. The
handling of the pipe shall be done in such a manner that the pipe is not allowed
to drag over sharp objects. Contractor shall not damage it by chokers or lifting
equipment.
5
ADDENDUM NO. 1
June 28, 2023
Marina Pump Station Improvements
Project No. PW2023-013
Fused segments of pipe shall be handled to avoid damage to the pipe. When
lifting fused sections of pipe, chains, or cable type chokers must be avoided.
Nylon slings are preferred. Spreader bars are recommended when lifting long
fused sections. Care must be exercised to avoid cutting or gouging the pipe.
All pipe and fittings shall be subjected to visual inspection at time of delivery and
before they are installed or lowered into the trench to be laid. Defective,
damaged, or unsound pipe will be rejected. Cuts, punctures, or gouges that
penetrate or reduce the wall thickness by 10-percent or more are not acceptable
and must be removed and discarded.
Fusion Equipment Requirements
Butt fusion equipment must be in satisfactory working order and the hydraulic
system must be leak free. Heater plates shall be free from scrapes, gouges, and
have a consistent clean coated surface. The pressure gage and thermometer
should be checked for accuracy. When requested by the owner, records showing
a maintenance service/inspection within 6 months prior to use for this project
shall be provided.
Rental Butt Fusion Equipment must be maintained by a McElroy Authorized
Service and Repair Center with at least one McElroy Certified Master Mechanic
on staff and inspected within 6 months prior to arrival at jobsite will be provided.
Electrofusion Processors shall be maintained and calibrated per manufacturer's
requirements and recommendations.
Construction
Sections of HDPE pipe shall be joined above -ground on the job site into a
continuous length by the thermal butt fusion -welding method in strict accordance
with the manufacturer's requirements. Socket fusion, extrusion welding or hot
gas welding shall not be used. No pipe or fittings shall be joined by thermal butt
fusion by any Contractor unless they are adequately trained and qualified in the
techniques involved.
Thermal butt fusion welding shall be 100 percent efficient offering joint weld
strength equal to or greater than the strength of the pipe. Flanges, unions,
grooved -couplers, and transition fittings may be used to mechanically connect
HDPE pipe without butt fusion. Refer to the manufacturer's recommendations.
Cut and remove each internal bead after fusing and cooling using a tool
specifically made for this purpose and approved by the Owner.
Field Quality Control
The Contractor shall lay the HDPE pipe on the existing ground surface in a
manner that will not damage, degrade, crack, scratch, or deform the pipe in any
manner. The Contractor shall provide adequate protection to the pipe during
installation to prevent damage from tensile or other forces.
Maintain the integrity of the pipe, existing utilities, and adjoining properties during
installation.
d. DIVISION 16.21.4 Circuit Breaker Service Disconnect Switch CURRENTLY
READS:
Materials
The switch shall be pad -lockable in both the OFF or ON position.
6
ADDENDUM NO. 1
June 28, 2023
Marina Pump Station Improvements
Project No. PW2023-013
The enclosure shall be NEMA nY Stainless Stool rated unless noted otherwise on
the Plans. The enclosure shall have interlocking cover to prevent opening door when
switch is closed. The interlock shall include a defeating scheme. The enclosure shall
be pad -lockable.
Circuit breakers shall be molded case thermal -magnetic type and meet molded case
circuit breaker specifications covered in Division 16.55.16.
IS REVISED TO READ:
Materials
The switch shall be pad -lockable in both the OFF or ON position.
The enclosure shall be NEMA 1 rated unless noted otherwise on the Plans. The
enclosure shall have interlocking cover to prevent opening door when switch is
closed. The interlock shall include a defeating scheme. The enclosure shall be pad -
lockable.
Circuit breakers shall be molded case thermal -magnetic type and meet molded case
circuit breaker specifications covered in Division 16.55.16.
e. DIVISION 16.95.1 Common Work for Testing CURRENTLY READS:
Arc Flash Study, Protection Device Coordination, and Short Circuit Analysis
Provide the services of a recognized independent testing laboratory or coordination
analysis consultant for the proper system coordination of the protective devices
furnished on this project. Submit the name and the qualifications of the laboratory or
consultant for review by the Engineer; qualifications must include professional
registration of proposed personnel as electrical engineers.
The protective device on the line side closest to the fault or abnormal conditions shall
isolate the problem portion of the system and minimize damage in that portion. The
rest of the system shall be maintained in normal service. The coordination shall be in
conformance with the recommendations of latest IEEE Standard 242.
Provide an Arc Flash Hazard Study for the electrical distribution system shown on
the Plans. The intent of the Arc Flash Hazard Study is to determine hazards that
exist at each major piece of electrical equipment shown on the one -line diagrams.
This includes switchgear, switchboards, panelboards, motor control centers,
generators, transfer switches, and transformers. The study will include creation of
Arc Flash Hazard Warning Labels listing all items as required in NFPA 70E-2019.
These labels serve as a guide to assist technicians and others in the selection of
proper Personal Protective Equipment when working around exposed and energized
conductors. The electrical contractor will install the labels. The arc flash hazard study
shall consider all operating scenarios during normal conditions alternate operations,
emergency power conditions, and any other operations, which could result in
maximum arc flash hazard. The label shall list the maximum incidental energy
calculated and the scenario number and description on the label.
Submit the analysis that shall include arc flash, impedance, and short circuit
calculations, list of any assumptions made and the analysis, the recommended
settings of the protective devices, and the system time/current characteristic curves.
The submittal shall be completed and submitted in conjunction with the circuit
breaker submittal to allow time for review and
re -submittal, if necessary, before the implementation of final settings and
adjustments by the testing laboratory.
7
ADDENDUM NO. 1
June 28, 2023
Marina Pump Station Improvements
Project No. PW2023-013
IS REVISED TO READ:
Arc Flash Study, Protection Device Coordination, and Short Circuit Analysis
Provide the services of a recognized independent testing laboratory or coordination
analysis consultant for the proper system coordination of the protective devices
furnished on this project. Submit the name and the qualifications of the laboratory or
consultant for review by the Engineer; qualifications must include professional
registration of proposed personnel as electrical engineers.
The protective device on the line side closest to the fault or abnormal conditions shall
isolate the problem portion of the system and minimize damage in that portion. The
rest of the system shall be maintained in normal service. The coordination shall be in
conformance with the recommendations of latest IEEE Standard 242.
Provide an Arc Flash Hazard Study for the electrical distribution system shown on
the Plans. The intent of the Arc Flash Hazard Study is to determine hazards that
exist at each major piece of electrical equipment shown on the one -line diagrams.
This includes switchgear, switchboards, panelboards, motor control centers,
generators, transfer switches, and transformers. The study will include creation of
Arc Flash Hazard Warning Labels listing all items as required in NFPA 70E-2021.
These labels serve as a guide to assist technicians and others in the selection of
proper Personal Protective Equipment when working around exposed and energized
conductors. The electrical contractor will install the labels. The arc flash hazard study
shall consider all operating scenarios during normal conditions alternate operations,
emergency power conditions, and any other operations, which could result in
maximum arc flash hazard. The label shall list the maximum incidental energy
calculated and the scenario number and description on the label.
Submit the analysis that shall include arc flash, impedance, and short circuit
calculations, list of any assumptions made and the analysis, the recommended
settings of the protective devices, and the system time/current characteristic curves.
The submittal shall be completed and submitted in conjunction with the circuit
breaker submittal to allow time for review and
re -submittal, if necessary, before the implementation of final settings and
adjustments by the testing laboratory.
f. DIVISION 18, Bid Item 20 — Structural — Wetwell Rehabilitation CURRENTLY
READS:
Lump sum price shown shall cover the complete cost of providing all materials,
equipment and labor necessary for cleaning, debris removal, repairing, and topcoat
in the wetwell as show on the Plans and detailed in the contract specifications
including, but not limited to: pressure washing interior of wetwell; removing loose
concrete from wetwell walls; cleaning up to five (5) locations exposed rebar,
including removing rust and build up to expose steel; and rehabbing wetwell walls
with cementitious grout. Topcoat of concrete is explicitly not covered under this bid
item. Additional rehabilitation work in the wetwell, if necessary, will be paid under
Minor Change. Payment shall be lump sum. Measurement for payment shall
be determined based on the percentage of total work completed at the time of
request.
8
ADDENDUM NO. 1
June 28, 2023
Marina Pump Station Improvements
Project No. PW2023-013
IS REVISED TO READ:
Lump sum price shown shall cover the complete cost of providing all materials,
equipment and labor necessary for cleaning, debris removal, repairing, and topcoat
in the wetwell as show on the Plans and detailed in the contract specifications
including, but not limited to: pressure washing interior of wetwell; removing loose
concrete from wetwell walls; cleaning and repairing up to five (5) locations of
exposed rebar up to four (4) square feet each, including removing rust and build up
to expose steel; and rehabbing wetwell walls with cementitious grout. Topcoat of
concrete is explicitly not covered under this bid item. Additional rehabilitation work in
the wetwell, if necessary, will be paid under Minor Change. Payment shall be lump
sum. Measurement for payment shall
be determined based on the percentage of total work completed at the time of
request.
CONTRACT PLANS
a. Detail 311 on DWG No. S704/ Sheet Number 77 — Revise the note calling out the
spool as follows: "NEW SCH 316 SSTL SPOOL, FLxFL WITH THRUST COLLAR". This
sheet is not being reissued.
b. Add the detail for below for Concrete Repair to the contract plans:
REMOVE DAMAGED CONCRETE. LENGTH AND WIDTH OF
REMOVED AREA SHALL EXTEND 12' BEYOND
OBSERVABLE CONCRETFJSTFEL DETERIORATION- CHIP
SIDES TO NEAR VERTICAL (DO NOT FEATHER EDGES).
PROVIDE SURFACE PREPARATION AND TESTING AS
REQUIRED FOR REPAIR MORTAPJCONCRETE.
PROVIDE CLEARANCE AROUND
REBAR PER ICRI 310.1R,1' MINIMUM -
CLEAN AND PREPARE REBAR
NOTES:
1. EXTENTS OF REMOVAL TO BE DETERMINED BY
THE ENGINEER BASED ON FIELD OBSERVATIONS
AND TEST RESULTS.
2- SUBSTRATE ACCEPTANCE SHALL BE IN
ACCORDANCE WITH MATERIAL MANUFACTURER'S
WRITTEN SPECIFICATIONS.
3- REPAIR MORTARJOONCRETE, RESURFACING
MORTAR, AND PROTECTIVE COATINGLINING MUST
BE COMPATIBLE AND INSTALLED BY A
MANUFACTURER -CERTIFIED APPLICATOR.
RESURFACING MORTAR, PER SPECIFICATIONS. PRIOR
TO INSTALLATION, PREPARE SURFACE AS REQUIRED.
BULK REPAIR MORTARICONCRETE PER SPECIFICATIONS.
PRIOR TO INSTALLATION • PREPARE SURFACE AS
REQUIRED.
PROTECTIVE COATING SYSTEM PER
rY SPECIFICATIONS. PRIOR TO INSTALLATION,
PREPARE SURFACE AS REQUIRED PER COATING
MANUFACTURER.
CONCRETE REPAIR DETAIL
NOT TO 5CA1 E
9
ADDENDUM NO. 1
June 28, 2023
Marina Pump Station Improvements
Project No. PW2023-013
c. Replace the following sheets in their entirety with the revised sheets included as
an attachment to this addendum:
1. DWG No. S102, Pump Station, Valve Vault, & Emergency Storage Wall Plans
2. DWG No. S104, Multi -Use Facility Floor and Emergency Storage Access Plans
3. DWG No. S105, Multi -Use Facility Access Plan
4. DWG No. E023, Electrical Schedules 3
5. DWG No. E024, RTU - Panel Layout
6. DWG No. E025, RTU - Power and Communications Diagram
ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT
Date: 6/28/2023
Tony Lang
Public Works Director
ATTACHMENTS
1. Schedule of Contract Prices
2. DWG No. S102, Pump Station, Valve Vault, & Emergency Storage Wall Plans
3. DWG No. S104, Multi -Use Facility Floor and Emergency Storage Access Plans
4. DWG No. S105, Multi -Use Facility Access Plan
5. DWG No. E023, Electrical Schedules 3
6. DWG No. E024, RTU - Panel Layout
7. DWG No. E025, RTU - Power and Communications Diagram
10
ADDENDUM NO. 1
June 28, 2023
Marina Pump Station Improvements
Project No. PW2023-013
SCHEDULE OF CONTRACT PRICES
MARINA PUMP STATION IMPROVEMENTS PROJECT
PROJECT NO. PW2023-013
NOTE: Unit prices for all items and the total amount bid must be shown. The Project must be bid
in its entirety, including all bid items as specifically listed in the Proposal, in order to be considered
a responsive bid. Where conflict occurs between the unit price and the total amount named for
any items, the unit price typed or printed and entered in ink shall prevail. The Contracting Agency
reserves the right to award all work bid according to the lowest qualified responsive bid tendered,
available funds, and as it best serves the interest of the Contracting Agency. All work awarded will
be made to the same Contractor/bidder.
Item No. Estimated SP / STD Description of Item / Total Unit Price Total Amount
Quantity Amount in Words
Base Bid
1
Lump Sum
DIV. 18
Mobilization, Demobilization, LS $
$
Site Preparation, and
Cleanup (10% Max of Total)
(Total Amount in Words)
2
Lump Sum
DIV. 18
Type B Progress Schedule LS $
$
(Total Amount in Words)
3
Lump Sum
DIV. 18
Trench Safety and Shoring LS $
$
(Total Amount in Words)
4
Lump Sum
DIV. 18
Dewatering LS $
$
(Total Amount in Words)
5
Lump Sum
DIV. 18
Temporary Bypass Pumping LS $
$
System
(Total Amount in Words)
6
Lump Sum
DIV. 18
Temporary Erosion and LS $
$
Sedimentation Control
(Total Amount in Words)
Rev 1129118 by SEC
City ofPort Orchard
Marina Pump Station Improvements, Permit #PW23-011, PW23-012, Project #PW2023-013 LD-16S
SRFProject No. WQC-2019-PoOrPW-00025
Contract Documents Schedule of Contract Prices
Z:AProjectsVDataAP0A118-116ASDBVAddendum 1 ASchedule of Contract Prices.docx
10684935.1— 366922 — 0009
Item No. Estimated SP / STD Description of Item / Total Unit Price Total Amount
Quantity Amount in Words
7
Lump Sum
DIV. 18
Earthwork
LS $
$
(Total Amount in Words)
8
400 CY
DIV. 18
Unscheduled Excavation CY $
$
(Total Amount in Words)
9
225 LF
DIV. 18
12-inch Water Main
LF $
$
(Total Amount in Words)
10
235 LF
DIV. 18
8-inch Water Main
LF $
$
(Total Amount in Words)
11
30 LF
DIV. 18
6-inch Water Main
LF $
$
(Total Amount in Words)
12
7 EA
DIV. 18
12-inch Gate Valves
EA $
$
(Total Amount in Words)
13 1 EA DIV. 18 8-inch Gate Valves EA $ $
(Total Amount in Words)
14 Lump Sum DIV. 18 Site Work, Site Utilities, and LS $ $
Sewer Force Mains
(Total Amount in Words)
15 1,220 SF DIV. 18 Concrete Sidewalk including SF $ $
Curb
(Total Amount in Words)
Rev 1129118 by SEC
City ofPort Orchard
Marina Pump Station Improvements, Permit #PW23-011, PW23-012, Project #PW2023-013
SRFProject No. WQC-2019-PoOrPW-00025
Contract Documents
Z:AProjectsVDataAP0A118-116ASDBVAddendum 1 ASchedule of Contract Prices.docx
10684935.1— 366922 — 0009
LD-17S
Schedule of Contract Prices
Item No. Estimated SP / STD Description of Item / Total Unit Price Total Amount
Quantity Amount in Words
16
100 CY
DIV. 18
Concrete Plaza and Walkway CY $
$
(Total Amount in Words)
17
Lump Sum
DIV. 18
Landscaping and Restoration LS $
$
(Total Amount in Words)
18
Lump Sum
DIV. 18
Structural — Below -Grade LS $
$
Emergency Storage Structure
(Total Amount in Words)
19
Lump Sum
DIV. 18
Structural — Pump Station LS $
$
and Wetwell Improvements
(Total Amount in Words)
20
Lump Sum
DIV. 18
Structural — Wetwell LS $
$
Rehabilitation
(Total Amount in Words)
21
Lump Sum
DIV. 18
Structural — Above -Grade LS $
$
Multi -Use Facility
(Total Amount in Words)
22
Lump Sum
DIV. 18
Structural — Valve Vault LS $
$
(Total Amount in Words)
23
Lump Sum
DIV. 18
Structural - Generator LS $
$
(Total Amount in Words)
24
Lump Sum
DIV. 18
Mechanical — Emergency LS $
$
Storage
(Total Amount in Words)
Rev 1129118 by SEC
City ofPort Orchard
Marina Pump Station Improvements, Permit #PW23-011, PW23-012, Project #PW2023-013
SRFProject No. WQC-2019-PoOrPW-00025
Contract Documents
Z:AProjectsVDataAP0A118-116ASDBVAddendum 1 ASchedule of Contract Prices.docx
10684935.1— 366922 — 0009
LD-18S
Schedule of Contract Prices
Item No. Estimated SP / STD Description of Item / Total Unit Price Total Amount
Quantity Amount in Words
25 Lump Sum DIV. 18 Mechanical — Pump Station LS $ $
(Total Amount in Words)
26 Lump Sum DIV. 18 Mechanical — Above -Grade LS $ $
Multi -Use Facility
(Total Amount in Words)
27 Lump Sum DIV. 18 Mechanical —Valve Vault LS $ $
(Total Amount in Words)
28 Lump Sum DIV. 18 Heating, Ventilation, and Air LS $ $
Conditioning
(Total Amount in Words)
29 Lump Sum DIV. 18 Existing Facility Demolition LS $ $
(Total Amount in Words)
30 Lump Sum DIV. 18 Control Structure Retrofit LS $ $
(Total Amount in Words)
31 Lump Sum DIV. 18 Electrical LS $ $
(Total Amount in Words)
32 Lump Sum DIV. 18 Automatic Control LS $ $
(Total Amount in Words)
33 Lump Sum DIV. 18 Record Drawings and 0&M LS $ $ 5,000
Manuals
$ Five Thousand Dollars
(Total Amount in Words)
Rev 1129118 by SEC
City ofPort Orchard
Marina Pump Station Improvements, Permit #PW23-011, PW23-012, Project #PW2023-013 LD-19S
SRFProject No. WQC-2019-PoOrPW-00025
Contract Documents Schedule of Contract Prices
Z:AProjectsVDataAP0A118-116ASDBVAddendum 1 ASchedule of Contract Prices.docx
10684935.1— 366922 — 0009
Item No. Estimated SP / STD Description of Item / Total Unit Price Total Amount
Quantity Amount in Words
34 Force
Account
Total Base Bid
DIV. 18 Minor Change DOL $ $ 100,000
$ One Hundred Thousand Dollars
(Total Amount in Words)
Tax 9.3% S
TOTAL BID $
SALES TAX
Retailing/Retail Sales Tax Rule WAC 458-20-170: Washington State Retail sales tax added as percent (%) in
addition to contract bid price; sales tax shown as separate line item.
Rev 1129118 by SEC
City ofPort Orchard
Marina Pump Station Improvements, Permit #PW23-011, PW23-012, Project #PW2023-013
SRFProject No. WQC-2019-PoOrPW-00025
Contract Documents
Z:AProjectsVDataAP0A118-116ASDBVAddendum 1 ASchedule of Contract Prices.docx
10684935.1— 366922 — 0009
LD-20S
Schedule of Contract Prices