COMMUNITY PARK COMMERCIAL BOAT LAUNCH PROJECT 20-C-001 IFB 2022-00000012 ADDENDUM NO. 1 - CITY OF BULLHEAD CITY, ARIZONA PUBLIC WORKS DEPARTMENT ...
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CITY OF BULLHEAD CITY, ARIZONA
PUBLIC WORKS DEPARTMENT
COMMUNITY PARK COMMERCIAL BOAT LAUNCH
PROJECT 20-C-001
IFB 2022-00000012
ADDENDUM NO. 1
AUGUST 10, 2021
20-C-001
IFB 2022-00000012
Addendum No. 1
Community Park Commercial Boat Launch
August 6, 2021
Page 2 of 12
PROJECT 20-C-001
IFB 2022-00000012
Community Park Commercial Boat Launch
Addendum No. 1
The attention of the bidders is called to the following changes and clarifications to the original
contract specifications and they shall be taken into account in preparing proposals and shall be
part of the Bid/Contract Documents.
The following changes and clarifications are to be made and become part of the Bid/Contract
Documents. The changes and clarifications are as follows:
20-C-001
IFB 2022-00000012
Addendum No. 1
Community Park Commercial Boat Launch
August 6, 2021
Page 3 of 12
PRE-BID MEETING MINUTES
CITY OF BULLHEAD CITY
COUNCIL CHAMBERS
1255 MARINA BOULEVARD
BULLHEAD CITY, ARIZONA 86442
AUGUST 5, 2021 – 9:00 AM ARIZONA TIME
1. SIGN IN CONFIRMATION:
a. All present signed in and a copy is included in this addendum.
2. BID PACKETS:
a. Packets are available on the City website or from Public Purchase online.
3. INTRODUCTIONS OF CITY STAFF:
a. Angie Johnson, Public Works Director/Project Manager – 928-763-9400 x8500
b. Peter Gansen, Engineering Tech Specialist/Inspector – 928-763-9400 x8760
c. Paul Bushhousen, Engineering Inspector – 928-763-0128 x8464
d. Jigar Shah, City Engineer/Asst. Utilities Director – 928-763-0128 x8361
e. Tony Ogden, Parks Maintenance Worker III – 928-763-8854
f. Kevin Raymond, Parks Foreman – 928-763-9400 x8342
g. Jeff Tipton, Human Services Director – 928-763-9400 x8157
h. Susan Carroll, Public Works Administrative Analyst – 928-763-9400 x8500
4. INTRODUCTION OF DESIGN STAFF:
a. Engineering Alliance, Inc. and City Engineer Jigar Shah
5. INTRODUCTION OF GEOTECHNICAL STAFF:
a. James Wilson, Sunbelt Engineering & Testing – 928-704-7555
6. PROJECT DESCRIPTION:
a. Construction of a concrete commercial boat ramp and retaining walls in the north section of
Community Park, 1251 Hwy 95 in Bullhead City, Arizona. The pipe for this project has been
purchased and is stored at the Section 18 Wastewater Treatment Plant. It is the contractor’s
responsibility to haul the pipe to the construction site. Project is 180 calendar days from
Notice to Proceed date. The ramp must be completed by December 28, 2021 to satisfy the
requirements of the Army Corp permit. Completion of the project must occur by March 4,
2022.
20-C-001
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Addendum No. 1
Community Park Commercial Boat Launch
August 6, 2021
Page 4 of 12
7. PROJECT BID OPENING:
a. August 18, 2021 at 3:00 PM, Arizona Time. Bids must still be turned in at City Hall, 2355
Trane before the Bid Due Time to be stamped in. All bids will then be brought to the Council
Chambers for opening and results will be read aloud. The contract will go to Council for
approval on September 7, 2021.
8. PLANS AND SPECIFICATIONS:
a. All attendees had bids and specs. Questions and clarifications are below.
9. PERMITS:
a. Army Corp of Engineers
b. City Right-of-Way
c. Both permits are at no cost to the contractor. The City has obtained the Army Corp permit.
10. TECHNICAL QUESTIONS AND CLARIFICATIONS:
Q: What is the low water level of the river?
A: Lowest is usually 1 unit. City will get elevations.
Q: Is a SWPPP needed?
A: Yes.
Q: Is the pre-purchased pipe banded?
A: No, pipe is not banded. It is bell and spigot pipe.
Q: Rip-rap is called out by pound (Line Item #18)? Usually an average size is called out, not
weight.
A: D50 rip-rap approximately 6- to 12-inch, as noted on Sheet 4 of the plans and Bid Item #19 in
Article 3 Bid Schedule.
Q: Item 9 calls for tack coat. Is this correct?
A: Item 9 is corrected to be Fog Seal.
Q: On Sheet 2 of the plans in Special Notes, first paragraph, it states that the contractor must
remove equipment each day?
A: Sheet 2 of the plans shall be replaced in its entirety.
Q: Clarify Sheet 13 Steel Fence specifications.
A: See #18 of this Addendum #1 for clarification, and Bid Item #24B has been added to Article 3
Bid Schedule.20-C-001
IFB 2022-00000012
Addendum No. 1
Community Park Commercial Boat Launch
August 6, 2021
Page 5 of 12
Q: Are CAD files available?
A: Yes. Susan will email the CADD files to all attendees.
Q: Are Payrolls to be submitted on this project?
A: No. This is not a federally funded project.
11. ADJOURNMENT: 9:17 AM. Meeting at Community Park at 9:30 AM.
12. ADDITIONAL QUESTIONS/CLARIFICATIONS FROM SITE VISIT:
CLARIFICATION: MEC will relocate the electric pole that is now located in the north part of
the park by the proposed ramp. This services power to the restrooms and irrigation clocks in the
fenced area just to the south.
CLARIFICATION: The City has a 4” main 4 feet deep and a 2” main 4 feet deep. It stops
behind the power pole. There are varying sizes and types of pipe buried in that area of the park.
CLARIFICATION: The lift station was demolished and backfilled 18” – 2’ below grade will be
slurry backfill (where the lift station walls are).
CLARIFICATION: The stockpile in the park can be used as fill, as long as it meets gradation
specifications.
CLARIFICATION: The contractor must adhere to City codes regarding working hours:
CLARIFICATION: The gate is not part of this project, but installing the electrical conduits is
part of this project.
CLARIFICATION: Low Water Elevation for the project site is 499.16’.
Q: Is the manhole going to have to be adjusted farther than the ring?
A: See #15 of this Addendum #1 for clarification.
Q: How much of the manhole will be moved?
A: Approximately 2’ to 3’.
Q: Does the HDPE pipe come with the connectors?
A: No. Pipe is not banded and as bell and spigot pipe.
All further questions must be submitted by August 10, 2021, and will become part of the final
addendum. Email questions to Susan at scarroll@bullheadcityaz.gov.20-C-001
IFB 2022-00000012
Addendum No. 1
Community Park Commercial Boat Launch
August 6, 2021
Page 6 of 12
13. Article 3 of the Bid Documents is to be replaced in its entirety:
ARTICLE 3 – BID SCHEDULE
3.0 BID SCHEDULE
CONTRACT FOR: Community Park Commercial Boat Launch Project No. 20-C-001
The undersigned Bidder, having examined and determined the scope of the Contract Documents, hereby
proposes to perform the work described therein for the following unit prices or lump sum amounts.
Note: Bids shall include sales tax and all other applicable taxes and fees. All bids shall be checked for
errors. If errors are made, unit prices shall govern and corrections will be made according to the
unit price and totals will be revised to reflect the corrections.
BID UNIT
ITEM DESCRIPTION QTY. UNIT TOTAL
ITEM SPEC # AMOUNT
1 12.1 Mobilization/Demobilization 1 L.S.
2 12.2 Traffic Control 1 L.S.
Clearing, Grubbing, and Removal of Unsuitable
3 12.3 1 L.S.
Material
4 12.4 Remove Asphalt Concrete (A.C.) Pavement 95 S.F.
5 12.5 Grading, Excavation, and Embankment 1 L.S.
6 12.6 Watering 1 L.S.
7 12.7 Subgrade Preparation 7,955 S.Y.
8 12.8 8" Aggregate Base Course (ABC) 7,955 S.Y.
9 12.9 3" A.C. pavement 7,140 S.Y.
10 12.9 Fog Seal 7,140 S.Y.
11 12.11 Roll Curb & Gutter 62 L.F.
12 12.12 36” HDPE Storm Drain Pipe Installation 713 L.F.
13 12.13 Construction of 5’ Concrete Sidewalk 35 S.F.20-C-001
IFB 2022-00000012
Addendum No. 1
Community Park Commercial Boat Launch
August 6, 2021
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14 12.14 Catch Basin, MAG Detail 537, Type G, Double 1 EA.
15 12.16 Concrete Driveway, MAG Detail 260 275 S.F.
16 12.17 6” Concrete Pavement 221 S.Y.
17 12.18 Grout repair and adjust Manholes 2 EA.
18 12.19 Adjust Water Valve 2 EA.
19 12.20 Grouted D50 Rip-Rap, 12” Thick 106 C.Y.
20 12.21 Storm Drain Manholes 3 EA
21 12.22 Headwall, MAG Det. 501-1&2, Type ‘Straight’ 1 EA.
22 12.23 Concrete Boat Ramp 584 S.Y.
23 12.24 6' block wall 1,851 S.F.
24A 12.25A Retaining wall with 6' block wall 3,624 S.F.
24B 12.25B Retaining wall with 6' steel fence 2,121 S.F
25 12.26 6' steel fence with rebar pickets 488 L.F.
26 12.27 Site Preparation, Restoration, and Clean-up 1 L.S.
27 9.33 Contingency 1 L.S. $150,000.00 $150,000.00
PROJECT TOTAL
Total Bid Amount (Items 1 through 27 above):
____________________________________________________________________________________
________________________________________(In Words). ($____________________.00) Calendar
Days Vendor requires to Complete Total Project: 180 Calendar days or less after Notice to Proceed. This20-C-001
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Addendum No. 1
Community Park Commercial Boat Launch
August 6, 2021
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Proposal is submitted by ____________________________, a corporation organized under the laws of
the State of
____________________________, or a partnership consisting of
_______________________________or individual trading as ________________________ and is the
holder of Arizona Contractor’s License No.\ ____________________: Bullhead City License
No:\____________________ (City License not required at time of Bid but must be obtained prior to
issuance of Notice to Proceed.)
Respectfully submitted,
________________________________________ ______________________________________
Company Name Signature of Authorized Person
________________________________________ ______________________________________
Address Printed Name
_________________________________________ ______________________________________
City State Zip Title
_________________________________________ _____________________________________
Telephone Telephone
________________________________________ ______________________________________
Email Email
_________________________________________ ______________________________________
Fax Fax20-C-001
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Addendum No. 1
Community Park Commercial Boat Launch
August 6, 2021
Page 9 of 12
14. Article 12.10 Tack Coat of the Bid Documents is to be deleted in its entirety. Refer to
Article 12.09 3” Asphalt Concrete Pavement.
15. Article 12.18 Adjust Sewer Manhole is to be replaced in its entirety:
12.18 Grout Repair and Adjust Manholes
Part 1 - General
1.1 – Description of Work
This work consists of furnishing all equipment, labor and equipment necessary to grout
repair and adjust all sewer manhole, frame cover, and appurtenances as indicated on the
plans or designated by the Engineer. The sewer manholes shall be set to finish grade
and a concrete collar shall be installed around each in accordance with MAG
Specifications and Standards, and the requirements of the applicable utility company.
Each manhole shall be re-grouted from inside after lowering them.
The Contractor may elect to remove old frames, covers and barrels and to install new
frames and/or barrels without any additional cost to the City, in accordance with standard
detail drawings.
Part 2 – Execution
2.1 - Per MAG Standard Specification, Section 345 "Adjusting Frames, Covers, Valve
Boxes and Water Meter Boxes” is included in its entirety unless modified herein.
Part 3 – Measurement and Payment
3.1 - Method of Measurement:
Measurement for adjustment of the sewer manhole will be per unit basis.
3.2 – Basis of Payment:
Payment for adjustment of the manholes will be made at the contract unit bid price.
16. Article 12.24 Block Wall is to be replaced in its entirety:
12.24 6 ‘Block Wall
Part 1 - General
1.1 - Description of Work
The work shall consist of construction of 6-foot Block Walls as shown on the project
plans. The reinforced steel shall be grade 40. All work shall include labor, material, and
equipment provided by the contractor.20-C-001
IFB 2022-00000012
Addendum No. 1
Community Park Commercial Boat Launch
August 6, 2021
Page 10 of 12
Part 2 – Execution
2.1 – Per MAG Standard Specification, Section 510 "Concrete Block Masonry” is included
in its entirety.
Part 3 – Measurement And Payment
3.1 - Method of Measurement:
Measurement for 6-foot Block Wall and foundation will be per square feet based on
thickness of the wall.
3.2 – Basis of Payment:
Payment for 6-foot Block Wall and foundation will be made per square feet based on
thickness of the wall.
17. Article 12.25 Block Retaining Wall is to be replaced in its entirety:
12.25A Retaining Wall with 6-foot Block Wall
Part 1 - General
1.1 - Description of Work
The work shall consist of construction of Retaining Wall with 6-foot block walls as shown
on the project plans. The reinforced steel shall be grade 40.
Part 2 – Execution
2.1 – Per MAG Standard Specification, Section 510 "Concrete Block Masonry” is included
in its entirety.
Part 3 – Measurement and Payment
3.1 - Method of Measurement:
Measurement for 6-foot Block Wall, Retaining Wall and foundation will be per square feet
based on thickness of the wall. Contractor shall waterproof back side of the retaining wall
prior to backfilling. Waterproofing will be incidental to this line item and no separate
measurement for waterproofing.
3.2 – Basis of Payment:
Payment for 6-foot Block Wall and foundation will be per square feet based on thickness
of the wall. Contractor shall waterproof back side of retaining wall prior to backfilling.
Waterproofing will be incidental to this line item and no separate payment for
waterproofing.20-C-001
IFB 2022-00000012
Addendum No. 1
Community Park Commercial Boat Launch
August 6, 2021
Page 11 of 12
18. Article 12.25B Retaining Wall with 6-foot Steel Fence is to be incorporated in the bid
documents in its entirety:
12.25B Retaining Wall with 6-foot Steel Fence
Part 1 - General
1.1 - Description of Work
The work shall consist of construction of Retaining Wall with 6-foot steel fence as shown
on the project plans. The reinforced steel shall be grade 40.
Part 2 – Execution
2.1 – Per MAG Standard Specification, Section 510 "Concrete Block Masonry” is included
in its entirety.
Part 3 – Measurement and Payment
3.1 - Method of Measurement:
Measurement for 6-foot Steel Fence, Retaining Wall and foundation will be per square
feet based on thickness of the wall. Waterproofing will be incidental to this line item and
no separate measurement for waterproofing.
3.2 – Basis of Payment:
Payment for 6-foot Steel Fence, Block Retaining Wall and foundation will be per square
feet based on thickness of the wall. Waterproofing will be incidental to this line item and
no separate payment for waterproofing.
19. Article 12.26 Steel Fence with Rebar Pickets is to be replaced in its entirety:
12.26 6’ Steel Fence with Rebar Pickets
Part 1 - General
1.1 - Description of Work
The work shall consist of construction of a 6-foot Steel Fence with rebar pickets as shown
on the project plans or as directed by the Engineer.
Part 2 – Execution
2.1 – Per MAG Standard Specification, Section 515 "Steel Structures” is included in its
entirety.
Part 3 – Measurement And Payment
3.1 - Method of Measurement:20-C-001
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August 6, 2021
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Measurement for 6-foot Steel Fence with Rebar Pickets and foundation will be per lineal
foot of fence constructed.
3.2 – Basis of Payment:
Payment for 6-foot Steel Fence with Rebar Pickets and foundation will be made lineal
foot of fence constructed.
20. Sheets 01 of 14, 02 of 14, and 04 of 14 are to be replaced in their entirety, and are included
in this Addendum.
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