Agenda 01/14/2020 Item #16A26 (Work Order for #14-6213 - Project #60221)01/14/2020
EXECUTIVE SUMMARY
Recommendation to award a Work Order to Mitchell and Stark Construction Company, Inc.,
under Agreement No. 14-6213, for construction of the “Neptune Canal Maintenance Access Boat
Ramp” project, in the amount of $140,313.51 (Project 60221) and authorize the necessary budget
amendment.
OBJECTIVE: To provide government use only canal access by installing a boat ramp on Neptune Canal
at the dead-end roadway of 17th Ave. SW in the Golden Gate area.
CONSIDERATION: On September 16, 2019, Transportation Engineering staff sent construction plans
and a bid schedule to four (4) construction companies that are currently under contract with the County on
“Agreement No. 16-6663 for Annual Roadway Contractors.” Staff requested quotations from those
contractors for construction services for the Neptune Canal Maintenance Access Boat Ramp. On October
10, 2019, the County received two quotes and two no quote responses. The low quote received was
$193,280.25, which was 33% higher than the engineer’s estimate of $145,030.00; so, the County decided
not to pursue a contract at that time and to re-solicit. Following further discussion with the Procurement
Division, Procurement recommended that staff solicit quotes under the Underground Utility Contractors
contract, Agreement No. 14-6213. In part, Procurement staff’s recommendation arose because the
contractors on Agreement 14-6213 perform many similar construction tasks on projects for the County.
Staff also thought pursuing a competitive solicitation under Agreement 14-6213 could potentially elicit
more, and possibly lower, quotes from qualified contractors to perform the desired boat ramp construction
than resulted in the initial solicitation under Agreement No. 16-6663.
On October 18, 2019, Transportation Engineering staff sent construction plans and a bid schedule to the
six construction companies currently under contract with the County on Agreement No. 14 -6213 for
Underground Utility Contractors. Staff requested quotations from those contractors for construction
services for the Neptune Canal Maintenance Access Boat Ramp.
The purpose of the project is to allow for continued maintenance access for Collier County and South
Florida Water Management District (“SFWMD”) access to monitor and maintain the various canals in the
Golden Gate Area. A related project, Sunshine Boulevard Sidewalk and Pedestrian Bridge Project (Local
Agency Program 435030) is installing a Pedestrian Bridge over the Green Canal eliminating the westside
Sunshine Boulevard boat ramp. Due to clearance restrictions of roadway bridges over the Green Canal at
Santa Barbara Boulevard and Sunshine Boulevard, an alternative access is necessary in-between the
roadway bridges for on-going maintenance and emergency operations. This canal access will only be
used by Collier County and SFWMD with no public access.
On November 11, 2019, the County received four (4) quotes, as follows:
Contractor Quotes
1 Mitchell & Stark Construction Co., Inc. $140,313.51
2 Quality Enterprises USA, Inc. $159,017.94
3 Haskins, Inc. $207,088.00
4 Douglas N. Higgins, Inc. $228,174.00
5 Kyle Construction, Inc. NO QUOTE SUBMITTED
6 Southwest Utility Systems, Inc. NO QUOTE SUBMITTED
Staff concluded that the quotes received were competitive, that the low quote received is fair and
reasonable, and recommends awarding a work order to Mitchell and Stark Construction Company, Inc.
Mitchell and Stark’s quote is 3% lower than the engineer’s estimate of $145,030.00. The work order and
16.A.26
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01/14/2020
bid analysis are attached for review and recommended approval.
Although staff competitively solicited this construction service under the County’s Underground Utility
Contractors Agreement No. 14-6213, staff notes that Collier County Procurement Ordinance No. 2017-
08, as amended, at Section Twelve: Reserved Rights, subsection 1, states: “Collier County reserves the
right in any solicitation to accept or reject any or all bids, proposals or offers; to waive minor
irregularities and technicalities; or to request resubmission. Also, Collier County reserves the right to
accept all or any part of any bid, proposal, or offer, and to increase or decrease quantities to meet
additional or reduced requirements of Collier County. . . [.]” Further, Section Five, subsection 1c of the
Ordinance authorizes the Board to waive the provisions of the Procurement Ordinance when it deems
doing so is “in the best interest of the County.”
Notably, here the County competitively solicited and received quotes from contractors qualified to
perform the identified scope of work and who have successfully performed above and below grade
construction tasks on County projects. The scope of work proposed is specifically detailed in the attached
Work Order and the contractor’s proposal, which is made a part of, and is governed under the standard
terms and conditions set forth in Agreement No. 14-6213. Staff requests that the Board exercise its
reserved rights under the Procurement Ordinance and, in the best interests of the County, approve and
authorize the performance of boat ramp construction services under Agreement No. 14-6213 as provided
in the attached Work Order and the proposal submitted by the lowest, responsive and responsible quote
received from Mitchell & Stark Construction Co., Inc. Mitchell & Stark’s quote is more than $50,000.00
less than originally solicited under the Annual Roadway Contractors Agreement No. 16-6663.
FISCAL IMPACT: Funds in the amount of $140,313.51 are available in Projects #69333 and #60118.
A budget amendment will be necessary to appropriate funds in the amount of $140,313.51.
GROWTH MANAGEMENT IMPACT: This project is consistent with the Transportation Element of
the Growth Management Plan.
LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote
for Board approval. -SRT
RECOMMENDATION: To award a Work Order under Agreement No. 14-6213 for the “Neptune Canal
Maintenance Access Boat Ramp” project to Mitchell and Stark Construction Co. Inc., in the amount of
$140,313.51, as recommended by staff above, approve the necessary budget amendment, and authorize
the Chairman to sign the attached work order.
Prepared by: Chad Sweet, P.E., PMP Senior Project Manager, Transportation Engineering Division,
Growth Management Department.
ATTACHMENT(S)
1. Work Order - Neptune Canal Boat Ramp (PDF)
2. 14-6213 - Neptune Canal Boat Ramp - Mitchell & Stark Bid Schedule (PDF)
3. Neptune Canal Boat Ramp - Bid Analysis (PDF)
4. Neptune Canal Boat Ramp_Final Plans (PDF)
5. Neptune Canal_Cost Estimate (PDF)
16.A.26
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01/14/2020
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.26
Doc ID: 10850
Item Summary: Recommendation to award a Work Order to Mitchell and Stark Construction
Company, Inc., under Underground Utility Contracting Agreement No. 14-6213, for construction of the
Neptune Canal Maintenance Access Boat Ramp project, in the amount of $140,313.51 (Project 60221)
and authorize the necessary budget amendment.
Meeting Date: 01/14/2020
Prepared by:
Title: Sr. Project Manager – Transportation Engineering
Name: Chad Sweet
11/15/2019 9:48 AM
Submitted by:
Title: Division Director - Transportation Eng – Transportation Engineering
Name: Jay Ahmad
11/15/2019 9:48 AM
Approved By:
Review:
Growth Management Department Judy Puig Level 1 Reviewer Completed 11/15/2019 9:49 AM
Capital Project Planning, Impact Fees, and Program Management Trinity Scott Additional Reviewer Completed 11/15/2019 10:22 AM
Transportation Engineering Jay Ahmad Additional Reviewer Completed 11/19/2019 7:21 AM
Procurement Services Opal Vann Level 1 Purchasing Gatekeeper Completed 11/26/2019 8:06 AM
Growth Management Department Lisa Taylor Additional Reviewer Completed 11/26/2019 9:11 AM
Growth Management Department Gene Shue Additional Reviewer Completed 11/26/2019 2:26 PM
Growth Management Operations Support Christopher Johnson Additional Reviewer Completed 12/03/2019 9:39 AM
Growth Management Department Anthony Khawaja Additional Reviewer Completed 12/06/2019 10:30 AM
Procurement Services Evelyn Colon Additional Reviewer Completed 12/13/2019 4:13 PM
Procurement Services Catherine Bigelow Additional Reviewer Completed 12/16/2019 4:33 PM
Capital Project Planning, Impact Fees, and Program Management Amy Patterson Additional Reviewer Completed 12/26/2019 10:23 AM
Growth Management Department Thaddeus Cohen Department Head Review Completed 12/26/2019 2:37 PM
County Attorney's Office Scott Teach Level 2 Attorney Review Completed 12/30/2019 10:48 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 12/30/2019 2:35 PM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 12/31/2019 9:18 AM
Office of Management and Budget Susan Usher Additional Reviewer Completed 01/03/2020 11:57 AM
16.A.26
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01/14/2020
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 01/03/2020 3:38 PM
Board of County Commissioners MaryJo Brock Meeting Pending 01/14/2020 9:00 AM
16.A.26
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Packet Pg. 1311 Attachment: Work Order - Neptune Canal Boat Ramp (10850 : Neptune Canal Maintenance Access Boat Ramp)
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Packet Pg. 1312 Attachment: Work Order - Neptune Canal Boat Ramp (10850 : Neptune Canal Maintenance Access Boat Ramp)
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Packet Pg. 1313 Attachment: Work Order - Neptune Canal Boat Ramp (10850 : Neptune Canal Maintenance Access Boat Ramp)
1
SweetChad
From:John Dina <jdina@mitchellstark.com>
Sent:Monday, November 11, 2019 6:39 AM
To:SweetChad
Cc:'Brian Penner'
Subject:Neptune Canal Maintenance Access Boat Ramp
Attachments:Neptune Canal Boat Ramp - Bid Schedule.xlsx
Follow Up Flag:Follow up
Flag Status:Flagged
EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when
opening attachments or clicking links.
Good morning Chad,
Attached is our proposal.
Let me know if you need anything else.
Thank you and have a blessed day.
John Dina
Project Manager‐Estimator
Mitchell & Stark Construction Co. Inc.
6001 Shirley Street
Naples, Florida 34109
Phone: 239‐597‐2165 ext. 317
Fax: 239‐566‐7865
Cell: 239‐571‐0003
jdina@mitchellstark.com
www.mitchellstark.com
CONFIDENTIALITY: The information contained in this transmission may contain privileged and confidential
information. It is intended only for the use of the person(s) named above. If you are not the intended recipient, you
are hereby notified that any review, dissemination, distribution or duplication of this communication, and the
information contained in it, is strictly prohibited. If you are not the intended recipient, please contact the sender and
immediately destroy all copies of the original message.
16.A.26.b
Packet Pg. 1314 Attachment: 14-6213 - Neptune Canal Boat Ramp - Mitchell & Stark Bid Schedule (10850 : Neptune Canal Maintenance Access Boat Ramp)
1 101-1 MOBILIZATION LS 1 $15,000.00 $15,000.00
2 110-1-1
CLEARING AND GRUBBING (INCLUDES ASPHALT PAVEMENT,
GUARDRAIL, OBJECT MARKERS, ETC.)AC 0.1 $100,000.00 $10,000.00
3 101-1-1 PROVIDE/MAINTAIN "AS BUILT" PLANS (SIGNED AND SEALED) LS 1 $1,200.00 $1,200.00
4 104-10-3 SEDIMENT BARRIER - STAKED SILT FENCE LF 140 $10.00 $1,400.00
5 104-11 FLOATING TURBIDITY BARRIER (5' CURTAIN MIN.) LF 120 $50.00 $6,000.00
6 120-1 REGULAR EXCAVATION CY 700 $20.00 $14,000.00
7 160-4
SUB-GRADE STABILIZATION WITH 12" GRAVEL SUB-BASE
(INCLUDES WOVEN FILTER FABRIC)SY 130 $27.00 $3,510.00
8 522-2 RAMP CONCRETE APPROACH SLAB CY 5 $1,308.00 $6,540.00
9 530-3-1
TYPE 'A' RIP-RAP SCOUR PROTECTION (INCLUDES GEOTEXTILE
FABRIC AND 6" BEDDING)TN 50 $105.45 $5,272.50
10 530-3-4
TYPE 'D' RIP-RAP SCOUR PROTECTION (INCLUDES GEOTEXTILE
FABRIC AND 6" BEDDING)TN 25 $105.45 $2,636.25
11 550-10-222 FENCING, TYPE B, 5.1-6.0, W/ VINYL COAT, BLACK LF 60 $50.00 $3,000.00
12 570-1-2 PERFORMANCE TURF (SOD) SY 220 $8.00 $1,760.00
13 700-1-11 SINGLE POST SIGN (F&I)(GROUND MOUNT)(UP TO 12 SF) AS 1 $750.00 $750.00
14 700-1-50 SINGLE POST SIGN (RELOCATED) AS 1 $500.00 $500.00
15 999-1
ARTICULATED CONC. MAT (BOAT RAMP) (F&I) (INCL GEOGRID,
GEOTEXTILE, BEDDING STONE)SF 1264 $47.84 $60,469.76
16 999-2
ACCESS SWING BARRIER GATE (20 FOOT-BLACK COATED) (INCL.
POST FTGS, HARDWARE & OM4-1 SIGNS-2 EA)EA 1 $2,500.00 $2,500.00
17 101-1-2 PROVIDE CONSTRUCTION SURVEYING AND LAYOUT LS 1 $5,775.00 $5,775.00
$140,313.51
Neptune Canal Maintenance Access Boat Ramp
PAY ITEM
NO.DESCRIPTION
TOTAL
County Project No. 60221
BID SCHEDULE OF VALUES
ITEM UNIT QTY. UNIT PRICE PAY ITEM TOTAL
16.A.26.b
Packet Pg. 1315 Attachment: 14-6213 - Neptune Canal Boat Ramp - Mitchell & Stark Bid Schedule (10850 : Neptune Canal Maintenance Access Boat Ramp)
Neptune Canal Maintanence Access Boat RampCounty Project No. 60221BID ANALYSIS1 101-1 MOBILIZATION LS 1 $15,000.00 $15,000.00 $40,825.00 $40,825.00 $50,000.00 $50,000.00 $23,000.00 $23,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00100%2 110-1-1CLEARING AND GRUBBING (INCLUDES ASPHALT PAVEMENT, GUARDRAIL, OBJECT MARKERS, ETC.)AC 0.1 $100,000.00 $10,000.00 $145,000.00 $14,500.00 $100,000.00 $10,000.00 $120,000.00 $12,000.00 $25,000.00 $2,500.00 $100,000.00 $25,000.00400%3 101-1-1 PROVIDE/MAINTAIN "AS BUILT" PLANS (SIGNED AND SEALED) LS1 $1,200.00 $1,200.00 $1,775.00 $1,775.00 $6,000.00 $6,000.00 $2,000.00 $2,000.00 $2,500.00 $2,500.00 $1,200.00 $2,500.0048%4 104-10-3 SEDIMENT BARRIER - STAKED SILT FENCE LF 140 $10.00 $1,400.00 $6.25 $875.00 $4.00 $560.00 $5.00 $700.00 $3.00 $420.00 $10.00 $3.00333%5 104-11 FLOATING TURBIDITY BARRIER (5' CURTAIN MIN.) LF 120 $50.00 $6,000.00 $11.25 $1,350.00 $29.00 $3,480.00 $27.00 $3,240.00 $15.00 $1,800.00 $50.00 $15.00333%6 120-1 REGULAR EXCAVATION CY 700 $20.00 $14,000.00 $25.00 $17,500.00 $35.00 $24,500.00 $50.00 $35,000.00 $25.00 $17,500.00 $20.00 $25.0080%7 160-4SUB-GRADE STABILIZATION WITH 12" GRAVEL SUB-BASE (INCLUDES WOVEN FILTER FABRIC)SY 130 $27.00 $3,510.00 $48.08 $6,250.40 $75.00 $9,750.00 $80.00 $10,400.00 $15.00 $1,950.00 $27.00 $15.00180%8 522-2 RAMP CONCRETE APPROACH SLAB CY 5 $1,308.00 $6,540.00 $1,018.75$5,093.75 $825.00 $4,125.00 $2,600.00 $13,000.00 $350.00 $1,750.00 $1,308.00 $350.00374%9 530-3-1TYPE 'A' RIP-RAP SCOUR PROTECTION (INCLUDES GEOTEXTILE FABRIC AND 6" BEDDING)TN 50 $105.45 $5,272.50 $131.25 $6,562.50 $225.00 $11,250.00 $450.00 $22,500.00 $160.00 $8,000.00 $105.45 $160.0066%10 530-3-4TYPE 'D' RIP-RAP SCOUR PROTECTION (INCLUDES GEOTEXTILE FABRIC AND 6" BEDDING)TN 25 $105.45 $2,636.25 $218.75 $5,468.75 $250.00 $6,250.00 $450.00 $11,250.00 $180.00 $4,500.00 $105.45 $180.0059%11 550-10-222 FENCING, TYPE B, 5.1-6.0, W/ VINYL COAT, BLACK LF 60 $50.00 $3,000.00 $62.40 $3,744.00 $100.00 $6,000.00 $100.00 $6,000.00 $30.00 $1,800.00 $50.00 $30.00167%12 570-1-2 PERFORMANCE TURF (SOD) SY 220 $8.00 $1,760.00 $5.00 $1,100.00 $6.75 $1,485.00 $15.00 $3,300.00 $6.00 $1,320.00 $8.00 $6.00133%13 700-1-11 SINGLE POST SIGN (F&I)(GROUND MOUNT)(UP TO 12 SF) AS 1 $750.00 $750.00 $312.50 $312.50 $750.00 $750.00 $1,500.00 $1,500.00 $400.00 $400.00 $750.00 $400.00188%14 700-1-50 SINGLE POST SIGN (RELOCATED) AS 1 $500.00 $500.00 $187.50 $187.50 $500.00 $500.00 $500.00 $500.00 $250.00 $250.00 $500.00 $250.00200%15 999-1ARTICULATED CONC. MAT (BOAT RAMP) (F&I) (INCL GEOGRID, GEOTEXTILE, BEDDING STONE)SF 1264 $47.84 $60,469.76 $33.11 $41,851.04 $42.00 $53,088.00 $56.00 $70,784.00 $60.00 $75,840.00 $47.84 $60.0080%16 999-2ACCESS SWING BARRIER GATE (20 FOOT-BLACK COATED) (INCL. POST FTGS, HARDWARE & OM4-1 SIGNS-2 EA)EA 1 $2,500.00 $2,500.00 $7,743.75 $7,743.75 $16,000.00 $16,000.00 $10,000.00 $10,000.00 $4,500.00 $4,500.00 $2,500.00 $4,500.0056%17 101-1-2 PROVIDE CONSTRUCTION SURVEYING AND LAYOUT LS 1 $5,775.00 $5,775.00 $3,878.75 $3,878.75 $3,350.00 $3,350.00 $3,000.00 $3,000.00 $5,000.00 $5,000.00 $5,775.00 $5,000.00116%TOTAL $140,313.51 $159,017.94 $207,088.00 $228,174.00 $145,030.00By: Chad Sweet** Line Item #15 ‐ QTY. revised after plans completeDate: 11/13/2019LOW BID ENG. EST. % OF ENG. EST. Unit Price ComparisonDouglas N. Higgins, Inc.UNIT PRICE AMOUNTEngineer's EstimateUNIT PRICE AMOUNTQuality Enterprises, USAUNIT PRICE AMOUNTHaskins, Inc.UNIT PRICE AMOUNTPAY ITEM NO.DESCRIPTIONITEMUNIT QTY. UNIT PRICE AMOUNTMitchell & Stark Construction 16.A.26.cPacket Pg. 1316Attachment: Neptune Canal Boat Ramp - Bid Analysis (10850 : Neptune Canal Maintenance Access Boat Ramp)
N.T.S.
N
SHEET NO.SHEET DESCRIPTION
PROJECT LOCATION
VICINITY MAP
NOT TO SCALE
2
PLANS PREPARED BY:
KEY SHEET1
ENGINEER OF RECORD:
DATE:
www.callsunshine.com
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
.START OF WORK OPERATIONS
CONTRACTOR PRIOR TO THE
SHALL BE VERIFIED BY THE
CONSIDERED APPROXIMATE AND
ON CONST. PLANS ARE TO BE
ALL EXISTING UTILITIES SHOWN
It's the law.
It's fast. It's free.
ADAM AHMAD, P.E. P.E. NO. 72472
ADVANCE MOT CERT. NO. 28347
CERT. OF AUTH. NO. 32121
PHONE: 239.273.8894
NAPLES, FLORIDA 34110
5633 STRAND BLVD, SUITE 312
CAPITAL CONSULTING SOLUTIONS
4
INDEX OF PLANS
COLLIER COUNTY
PLANS OF PROPOSED:
PROJECT LOCATION MAP
3
COUNTY
COLLIER
NO.
SHEET
1
SECTION 21, TOWNSHIP 49S, RANGE 26E
LOCATION
PROJECT
TRANSPORTATION ENGINEERING DIVISION
GENERAL NOTES
5
7
6
SUMMARY OF PAY ITEMS
TOPOGRAPHIC SURVEY
PROJECT LOCATION
BOAT RAMP PROFILE DETAILS
BOAT RAMP SITE PLAN & PROFILE
8 BOAT RAMP SECTION DETAILS
9 BOAT RAMP CONSTRUCTION DETAILS
10
RIP RAP SYSTEM
SFWMD SPECIFICATION 02370
11 ACCESS SWING BARRIER GATE
HTTP://WWW.FDOT.GOV/PROGRAMMANAGEMENT/IMPLEMENTED/SPECBOOKS
SPECIFICATIONS CAN BE FOUND AT THE FOLLOWING WEBSITE:
02370 - RIP RAP SYSTEM (SHEET 10).
SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD) SPECIFICATION
THE PUBLIC RIGHTS-OF-WAY, COLLIER COUNTY, FLORIDA.
LATEST EDITION OF THE CONSTRUCTION STANDARDS HANDBOOK FOR WORK WITHIN
FOR ROAD AND BRIDGE CONSTRUCTION.
FLORIDA DEPARTMENT OF TRANSPORTATION, JANUARY 2019 STANDARD SPECIFICATIONS
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS FISCAL YEAR 2019-20.
GOVERNING STANDARDS AND SPECIFICATIONS:
NAPLES, FL 34116
WEST END AT 5459 17th AVE. SW
MAINTENANCE ACCESS BOAT RAMP
NEPTUNE CANAL
COLLIER COUNTY PROJECT MANAGER: CHAD SWEET, P.E.
SEPT. 1, 2019
FINAL PLANS
9/13/2019Type text here9/13/2019
16.A.26.d
Packet Pg. 1317 Attachment: Neptune Canal Boat Ramp_Final Plans (10850 : Neptune Canal Maintenance Access Boat Ramp)
DATE DESCRIPTION
REVISIONS
NO.
SHEET
PROJECT NAME
ADVANCE MOT CERT. NO. 28347
CERT. OF AUTH. NO. 32121
ADAM AHMAD, P.E. NO. 72472
PHONE: 239.273.8894
5633 STRAND BLVD, STE 312 NAPLES, FL 34110
CAPITAL CONSULTING SOLUTIONS
TRANSPORTATION ENGINEERING DIVISION
COLLIER COUNTY
DATE
SEPT. 1, 2019
ACCESS BOAT RAMP
NEPTUNE CANAL MAINTENANCE
FINAL PLANS
2
SUMMARY OF PAY ITEMS
9/13/2019
16.A.26.d
Packet Pg. 1318 Attachment: Neptune Canal Boat Ramp_Final Plans (10850 : Neptune Canal Maintenance Access Boat Ramp)
DATE DESCRIPTION
REVISIONS
NO.
SHEET
PROJECT NAME
ADVANCE MOT CERT. NO. 28347
CERT. OF AUTH. NO. 32121
ADAM AHMAD, P.E. NO. 72472
PHONE: 239.273.8894
5633 STRAND BLVD, STE 312 NAPLES, FL 34110
CAPITAL CONSULTING SOLUTIONS
TRANSPORTATION ENGINEERING DIVISION
COLLIER COUNTY
DATE
SEPT. 1, 2019
ACCESS BOAT RAMP
NEPTUNE CANAL MAINTENANCE
FINAL PLANS
3
GENERAL NOTES
TO COMMENCING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
12. EXISTING FACILITIES SHALL BE RESTORED TO THAT WHICH EXISTED PRIOR
THROUGH SATURDAY
11. WORK WILL BE LIMITED TO THE HOURS OF 7:00 A.M. TO 7:00 P.M. MONDAY
SIGNS AND ASPHALT PAVEMENT AREA.
WITHIN RAMP CONSTRUCTION LIMITS, EXISTING GUARDRAIL, OBJECT MARKER
10. CLEARING AND GRUBBING PAY ITEM TO INCLUDE REMOVAL OF TREES
9. CONTRACTOR SHALL MAINTAIN ROAD AND DRIVEWAY ACCESS AT ALL TIMES.
AND CONFIRM PROPER PROTECTION TO AVOID ANY DISRUPTION IN SERVICE.
UNDERGROUND AND OVER THAT MAY BE IMPACTED BY CONSTRUCTION
8. CONTRACTOR SHALL VERIFY DISPOSITION OF ALL EXISTING UTILITIES
FOR COUNTY REVIEW AND APPROVAL PRIOR TO THE START OF CONSTRUCTION.
DRY OR WET CONDITIONS AND SUBMIT SIGNED & SEALED DEWATERING PLANS
7. CONTRACTOR IS REQUIRED TO ACCOUNT FOR CONSTRUCTION OPERATIONS IN
EQUAL. SEE SHEET NO. 9 FOR MANUFACTURER INSTALLATION REQUIREMENTS.
6. WOVEN FILTER FABRIC GEOTEXTILE SHALL BE GEOTEX 104F, OR APPROVED
SECTION 02370 PER SHEET NO. 10, AND FDOT SPEC. SECTION 901.
AGGREGATE AND IN CONFORMANCE WITH SFWMD TECHNICAL SPECIFICATIONS,
5. GRANULAR AND GRAVEL BEDDING SHALL BE COMPACTED #57 LIMESTONE
MATTING AND TO A 10’ MINIMUM BEYOND THE LIMITS OF MATTING'S EDGE.
4. REMOVE ALL ENCOUNTERED MUCK MATERIAL BENEATH THE PROPOSED RAMP
TO FDOT SPECIFICATION SECTION 901 (NOTE: SLAG IS NOT ALLOWED).
COMPACTED AND LEVELED WITH #57 LIMESTONE AGGREGATE CONFORMING
3. ALL OPEN SPACE AREAS BETWEEN ARMORFLEX MATTING SHALL BE FILLED,
RAMP ALIGNMENT FROM APPROACH SLAB TO RAMP TERMINUS.
2. ARMORFLEX MATTING SHALL BE INSTALLED PARALLEL TO THE SLOPE OF THE
SEE SHEET NO. 9 FOR MANUFACTURER INSTALLATION REQUIREMENTS.
OPEN CELL, ARTICULATED CONCRETE BLOCK, OR APPROVED EQUAL.
1. RAMP SURFACE SHALL BE CONSTRUCTED WITH ARMORFLEX MAT, 6" THICK,
GENERAL NOTES:
13. THE LOCATION OF UTILITIES SHOWN IN THE PLANS ARE BASED ON
LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED
APPROXIMATE ONLY THE VERIFIED LOCATIONS/ELEVATIONS APPLY ON AT
THE POINTS SHOWN.
14. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO
BE PROTECTED. IT A CORNER MONUMENT IS IN DANGER OF BEING
DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR
SHALL NOTIFY COLLIER COUNTY, WITHOUT DELAY, BY TELEPHONE AT
239-252-8192.
15. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL
REMAIN UNLESS OTHERWISE NOTED.
16. PROMPTLY REPORT ALL FIELD CHANGES TO THE ENGINEER.
CONSTRUCTION LAYOUT, STAKING AND RECORD DRAWINGS ARE PERFORMED
UNDER THE SUPERVISION OF A FLORIDA REGISTERED LAND SURVEYOR.
18. ACCURATELY PLOT THE LOCATIONS, DEPTHS, AND DIMENSIONS OF ALL
IMPROVEMENTS ON A FINAL SET OF RECORD DRAWINGS, PREPARED BY A
FLORIDA REGISTERED LAND SURVEYOR. RECORD DRAWINGS SHALL BE
DELIVERED TO THE ENGINEER PRIOR TO PROJECT COMPLETION.
19. AT THE COMPLETION OF THIS PROJECT ALL DISTURBED SERVICES SHALL
BE COVERED IN SOD.
20. PLACEMENT OF SILT FENCE AND SEDIMENT BARRIERS TO BE CONTAINED
WITHIN THE LIMITS OF COLLIER COUNTY RIGHT-OF-WAY.
21. NOTIFY ALL UTILITY COMPANIES IN THE AREA AT LEAST 48 HOURS
PRIOR TO CONSTRUCTION AND CALL THE SUNSHINE STATE ONE CALL AT
1-800-432-4770
17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR THAT ALL
AND THE UTILITY OWNERS.
RESULT OF THE CONTRACTORS FAILURE TO CALL "SUNSHINE STATE ONE CALL"
THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY UTILITIES DAMAGED AS A
RESOLVE CONFLICTS THAT MAY ARISE IN THE FIELD DURING CONSTRUCTION.
THE CONTRACTOR SHALL FURTHER COORDINATE WITH UTILITY OWNERS TO
ALL UTILITY OWNERS MAY NOT BE A MEMBER, REQUIRING DIRECT CONTACT.
24. CALL SUNSHINE (800) 432-4770 48 HOURS IN ADVANCE FOR UTILITY LOCATES.
THROUGHOUT THE CONSTRUCTION DURATION.
23. CONTRACTOR TO PROVIDE SAFE ACCESS TO ADJACENT HOMEOWNERS
LAND SURVEYOR.
BE PERFORMED UNDER THE SUPERVISION OF A FLORIDA REGISTERED
22. ALL CONSTRUCTION LAYOUT, STAKING, AND RECORD DRAWINGS ARE TO
9/13/2019
16.A.26.d
Packet Pg. 1319 Attachment: Neptune Canal Boat Ramp_Final Plans (10850 : Neptune Canal Maintenance Access Boat Ramp)
DATE DESCRIPTION
REVISIONS
NO.
SHEET
PROJECT NAME
ADVANCE MOT CERT. NO. 28347
CERT. OF AUTH. NO. 32121
ADAM AHMAD, P.E. NO. 72472
PHONE: 239.273.8894
5633 STRAND BLVD, STE 312 NAPLES, FL 34110
CAPITAL CONSULTING SOLUTIONS
TRANSPORTATION ENGINEERING DIVISION
COLLIER COUNTY
DATE
APR. 22, 2019
ACCESS BOAT RAMP
NEPTUNE CANAL MAINTENANCE
FINAL PLANS
4
PROJECT LOCATION55TH STREET SW55TH TERRACE SW54TH STREET SW54TH TERRACE SW17TH AVENUE SW 17TH AVENUE SWSCALE: 1" = 80'RAMP LOCATION
PROP. BOAT
GREEN CANAL
NEPTUNE CANAL9/13/2019
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Packet Pg. 1320 Attachment: Neptune Canal Boat Ramp_Final Plans (10850 : Neptune Canal Maintenance Access Boat Ramp)
DATE DESCRIPTION
REVISIONS
NO.
SHEET
PROJECT NAME
ADVANCE MOT CERT. NO. 28347
CERT. OF AUTH. NO. 32121
ADAM AHMAD, P.E. NO. 72472
PHONE: 239.273.8894
5633 STRAND BLVD, STE 312 NAPLES, FL 34110
CAPITAL CONSULTING SOLUTIONS
TRANSPORTATION ENGINEERING DIVISION
COLLIER COUNTY
DATE
APR. 22, 2019
ACCESS BOAT RAMP
NEPTUNE CANAL MAINTENANCE
FINAL PLANS
-0.778
-2.387-0.268
5.2505.732
12.296
5.339
5.379
-0.830 -1.960
-1.491
-1.756-3.057
-1.365
4.506
5.56011.722
12.970
11.94013.356
12.757
12.848
12.893
12.586
12.839
12.973
13.023
12.922
12.309
16.922
12.821
13.047
12.420
12.561
12.876 12.964
12.390
12.722
12.480
13.309
12.778
12.328
12.552
12.805
11.888
12.708
13.458
12.96212.83912.784
12.669 12.618 12.685 12.755
12.812
12.782
12.874
12.881
12.900
12.859
13.014
12.960
12.69112.71612.72412.639
12.656
12.602
12.568
13.528 13.640
12.433
12.602
12.804
12.768
12.505
13.577 13.607
12.413
12.706
12.996
12.303
11.575
5.340
4.589
4.169
5.791
10.369
11.0185.886
4.454
12.627
12.596
12.84613.14513.59513.658
12.74512.983
13.270
13.29613.144
13.300
13.042
13.193
13.288 13.224
13.099
13.099
13.061
13.056 12.827
12.695
12.248
12.557
12.981
12.989
12.968
12.683
12.373
13.061
7.925
7.463
16.704
13.310
16.484
13.143
13.209
13.877 13.544
12.772
12.50315.661
16.618
13.263
13.176
13.580
12.848
12.111
12.325 12.271
12.088
12.126
14.110
12.246
12.203
13.752
TOPOGRAPHIC SURVEY
5
DRIVE
ASPHALT
DRIVE
ASPHALT
CHAIN LINK FENCE
North American Vertical Datum of 1988 (NAVD 88)
VERTICAL DATUM
NAD83 Florida State Plane, East Zone, US FOOT
HORIZONTAL DATUM
XXXXXXXXDRIVE
ASPHALTOEOEOEOEOEOE OE
EXIST. R/W LINE
EXIST. R/W LINE
EXIST. R/W LINE
EXIST. R/W LINE EXIST. R/W LINEEXIST. R/W LINEEXIST. R/W LINEEXIST. R/W LINEPP PP EXIST. PROP. LINETOP OF BANKTOP OF BANKTOP OF BANKTOP OF BANKTOE OF SLOPETOE OF SLOPETOE OF SLOPETOE OF SLOPEASPHALT PAVEMENT
ASPHALT PAVEMENTEXIST. PROP. LINEWATER EL. 5.60 +/-WATER EL. 5.60 +/-WATER EL. 5.60 +/-WATER EL. 5.60 +/-SCALE: 1" = 20'(60' R/W)
17TH AVENUE SW
(60' R/W)
17TH AVENUE SW
(70' R/W)NEPTUNE CANAL(70' R/W)NEPTUNE CANALOBJECT MARKER SIGNS
EXIST. GUARDRAIL AND
OBJECT MARKER SIGNS
EXIST. GUARDRAIL AND
9/13/2019
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Packet Pg. 1321 Attachment: Neptune Canal Boat Ramp_Final Plans (10850 : Neptune Canal Maintenance Access Boat Ramp)
DRIVE
CONCRETE
OE OE OE OE OE
EXIST. R/W LINE
EXIST. R/W LINEEXIST. R/W LINEEXIST. R/W LINEEXIST. R/W LINEPP
TOP OF BANKTOP OF BANKTOE OF SLOPETOE OF SLOPEASPHALT PAVEMENTEXIST. R/W LINETOE OF SLOPETOE OF SLOPE(60' R/W)
17TH AVENUE SW(70' R/W)NEPTUNE CANALGUARDRAIL
EXIST. D/S WEIR CONTROL ELEV = 6.2D/S WEIR CONTROL ELEV = 6.2D/S WEIR CONTROL ELEV = 6.2DATE DESCRIPTION
REVISIONS
NO.
SHEET
PROJECT NAME
ADVANCE MOT CERT. NO. 28347
CERT. OF AUTH. NO. 32121
ADAM AHMAD, P.E. NO. 72472
PHONE: 239.273.8894
5633 STRAND BLVD, STE 312 NAPLES, FL 34110
CAPITAL CONSULTING SOLUTIONS
TRANSPORTATION ENGINEERING DIVISION
COLLIER COUNTY
DATE
SEPT. 1, 2019
ACCESS BOAT RAMP
NEPTUNE CANAL MAINTENANCE
FINAL PLANS
6PLAN & PROFILE
BOAT RAMP SITE
C/L CONST.
RAMP PROFILE
RAMP SITE PLAN SCALE: 1" = 15'EXIST. PAVEMENT
SAWCUT AND MATCH
STA. 3+82.00
BEGIN BOAT RAMP
TOE OF SLOPE
MATCH EXIST.
STA. 3+05.00
END BOAT RAMP
GRADE TO R/W LINEG
R
A
D
E T
O
R/W LI
N
ERAMP SLOPE
RAMP SLOPE
LEGEND
RIP-RAP PERIMETER RAMP PROTECTION
A
1
1
B
1
B
8.00' RT
STA. 3+50.00
EMBANKMENT
BEGIN RIP-RAP
8.00' LT
STA. 3+50.00
EMBANKMENT
BEGIN RIP-RAP
LINE TO E.O.P.
EXTEND SAWCUT
LINE TO E.O.P.
EXTEND SAWCUT
3,000 PSI CONCRETE APPROACH SLAB
GRADE ALONG R/W LINE
GRADE ALONG R/W LINE
+60 +80 +20 +40 +60 +80 +20 +40 +60
SHEET 8
SHEET 8
SHEET 7
ALONG R/W LINE
SEDIMENT BARRIER
INSTALL 70 LF OF
ALONG R/W LINE
SEDIMENT BARRIER
INSTALL 70 LF OF
13.0713.0313.0213.1113.0112.94+80 3+00 +20 +40 +60 +80 4+00
2
0
4
6
8
10
12
14
19.0%
ALONG C/L CONST.
EXIST. PROFILE
PROP. RAMP PROFILE
0.0%MATCH EXIST.TOE OF SLOPE3+05 (EL -1.58)END BOAT RAMP26.8%PVI 3+18 (EL 1.90)BEGIN RAMP SLOPEPVI 3+78 (EL 13.30)MATCH EXIST. PAVT.3+82 (EL 13.30)BEGIN BOAT RAMP-0.241.012.283.234.195.136.087.037.988.939.8810.8311.7812.7313.3013.5613.6213.6013.40-1.72-1.78-1.78-1.74-1.65-1.590.702.345.378.9710.8411.4211.9912.5713.0513.3613.50+20
2
0
4
6
8
10
12
14E 421151.30N 677859.57 POT STA. 3+00TO RIP RAPGRADE R/WTO RIP RAPGRADE R/WTO RIP RAPGRADE R/WTO RIP RAPGRADE R/W(5' CURTAIN MIN.)
TURBIDITY BARRIER
FLOATING
INSTALL 120 LF OF
LIMITS OF SOD RESTORATION
A
1
SHEET 7
BE REMOVED
EXIST. TREE TO
6" OPEN CELL ARMORFLEX MAT RAMP SURFACE
SCALE: 1"=15'
HORZ. & VERT.
SCALE: 1"=15
ON SHEET 10 FOR ADDITIONAL INFORMATION.
3. REFER TO SFWMD SPECIFICATION 02370 RIP RAP SYSTEM
RIP-RAP PLACEMENT AND APPROACH SLAB PROTECTION.
RAMP PROFILE, END / PERIMETER TREATMENTS,
TECHNICAL DESIGN AND CONSTRUCTION OF
2. REFER TO BOAT RAMP DETAILS SHEETS 7 THRU 10 FOR
OF SLOPE BETWEEN RIGHT OF WAY LINES.
PAVEMENT SAWCUT LINE TO EXIST. CANAL TOE
1. CONTRACTOR TO CLEAR AND GRUB FROM EXIST.
NOTES:xxxxxxxxx12'11'FENCE 3+78 (19' LT)
END 6' CHAIN LINK
FENCE 3+28 (19' LT)
BEGIN 6' CHAIN LINK
STANDARD PLANS INDEX 550-002
(BLACK COATED) PER FDOT
CONST. 60 LF OF 6' CHAIN LINK FENCE
D/S WEIR CONTROL ELEV = 6.2
7.78'15
Feet
0 7.5
xxSIDE OF PAVEMENT.
ON RAMP AND SWING FROM SOUTH
SHEET NO. 11) GATE TO BE CENTERED
GATE STA. 3+70.00 (SEE DETAIL,
CONST. 20' ACCESS SWING BARRIER ELEV. 13.11E 421251.30N 677860.22POT STA. 4+00.00(PER MUTCD W14-1)
(SOUTH SIDE)
AT STA. 4+44.00
SIGN LOCATED
PROP. 'DEAD END'
(PER MUTCD W14-1)
(STA. 4+44.00)
TO THE WEST.
LOCATED 12 FEET
SIGN TO BE RE-
EXIST. 'DEAD END'
9/13/2019
16.A.26.d
Packet Pg. 1322 Attachment: Neptune Canal Boat Ramp_Final Plans (10850 : Neptune Canal Maintenance Access Boat Ramp)
DATE DESCRIPTION
REVISIONS
NO.
SHEET
PROJECT NAME
CONSTRUCTION PLANS
ADVANCE MOT CERT. NO. 28347
CERT. OF AUTH. NO. 32121
ADAM AHMAD, P.E. NO. 72472
PHONE: 239.273.8894
5633 STRAND BLVD, STE 312 NAPLES, FL 34110
CAPITAL CONSULTING SOLUTIONS
TRANSPORTATION ENGINEERING DIVISION
COLLIER COUNTY
ACCESS BOAT RAMP
CANAL MAINTENANCE
DATE
N. 20, 2019 7
BOAT RAMP PROFILE DETAILS
EXIST. ASPH.PAVEMENT
4'STA. 3+82.00 (EL. 13.30)STA. 3+78.00 (EL. 13.30)(MATCH EXIST.)
EL. 13.30
19.0% SLOPE
73.0'8'STA. 2+97.00MATCH EXIST. MUDLINESTA. 3+05.00 (EL. -1.58)POINT OF VERT. INTER.EXIST. TOE OF SLOPEMEAN WATER EL. 5.60 +/-NEPTUNE CANAL00NTSTA. 3+18.00 (EL. 1.90)POINT OF VERT. INTER.26.8%SLOPE
(SHEET 8)
(SHEET 8)BEGIN RAMP (MATCH EXIST)POINT OF VERT. INTER.NOTE: PROFILE IS LOOKING SOUTH
APR. 22, 2019NEPTUNE
D/S WEIR CONTROL ELEV = 6.2
FINAL PLANS
9/13/2019
16.A.26.d
Packet Pg. 1323 Attachment: Neptune Canal Boat Ramp_Final Plans (10850 : Neptune Canal Maintenance Access Boat Ramp)
DATE DESCRIPTION
REVISIONS
NO.
SHEET
PROJECT NAME
CONSTRUCTION PLANS
ADVANCE MOT CERT. NO. 28347
CERT. OF AUTH. NO. 32121
ADAM AHMAD, P.E. NO. 72472
PHONE: 239.273.8894
5633 STRAND BLVD, STE 312 NAPLES, FL 34110
CAPITAL CONSULTING SOLUTIONS
TRANSPORTATION ENGINEERING DIVISION
COLLIER COUNTY
ACCESS BOAT RAMP
DATE
JAN. 20, 2019 8
BOAT RAMP SECTION DETAILS
16'
0.0%
EXIST. ASPH.PAVEMENT
2'SAWCUT LINE STA. 3+82.00MATCH EXIST. PAVEMENT4'
EL. 13.30
19%2'2'3'2'
MEAN WATER EL. 5.60 +/-10:1
10% SLOPE
0.0%
3:1 SLOPE
MATCH EXIST.
3:1 SLOPE
MATCH EXIST.STA. 3+05.00 (EL. -1.56)POINT OF VERT. INTER.EXIST. TOE OF SLOPE26.8%SLOPE MATCH EXIST.
NTSNTS
NTS
NTS
APR. 22, 2019NEPTUNECANAL MAINTENANCE
D/S WEIR CONTROL ELEV = 6.2
10:1 10:1
FINAL PLANS
9/13/2019
16.A.26.d
Packet Pg. 1324 Attachment: Neptune Canal Boat Ramp_Final Plans (10850 : Neptune Canal Maintenance Access Boat Ramp)
DATE DESCRIPTION
REVISIONS
NO.
SHEET
PROJECT NAME
ADVANCE MOT CERT. NO. 28347
CERT. OF AUTH. NO. 32121
ADAM AHMAD, P.E. NO. 72472
PHONE: 239.273.8894
5633 STRAND BLVD, STE 312 NAPLES, FL 34110
CAPITAL CONSULTING SOLUTIONS
TRANSPORTATION ENGINEERING DIVISION
COLLIER COUNTY
DATE
APR. 22, 2019
ACCESS BOAT RAMP
NEPTUNE CANAL MAINTENANCE
FINAL PLANS
9ARMORFLEX MAT SURFACE
BOAT RAMP CONSTRUCTION DETAILS
9/13/2019
16.A.26.d
Packet Pg. 1325 Attachment: Neptune Canal Boat Ramp_Final Plans (10850 : Neptune Canal Maintenance Access Boat Ramp)
DATE DESCRIPTION
REVISIONS
NO.
SHEET
PROJECT NAME
ADVANCE MOT CERT. NO. 28347
CERT. OF AUTH. NO. 32121
ADAM AHMAD, P.E. NO. 72472
PHONE: 239.273.8894
5633 STRAND BLVD, STE 312 NAPLES, FL 34110
CAPITAL CONSULTING SOLUTIONS
TRANSPORTATION ENGINEERING DIVISION
COLLIER COUNTY
DATE
APR. 22, 2019
ACCESS BOAT RAMP
NEPTUNE CANAL MAINTENANCE
FINAL PLANS
10RIP RAP SYSTEM
SFWMD SPECIFICATION 02370
9/13/2019
16.A.26.d
Packet Pg. 1326 Attachment: Neptune Canal Boat Ramp_Final Plans (10850 : Neptune Canal Maintenance Access Boat Ramp)
DATE DESCRIPTION
REVISIONS
NO.
SHEET
PROJECT NAME
ADVANCE MOT CERT. NO. 28347
CERT. OF AUTH. NO. 32121
ADAM AHMAD, P.E. NO. 72472
PHONE: 239.273.8894
5633 STRAND BLVD, STE 312 NAPLES, FL 34110
CAPITAL CONSULTING SOLUTIONS
TRANSPORTATION ENGINEERING DIVISION
COLLIER COUNTY
DATE
APR. 22, 2019
ACCESS BOAT RAMP
NEPTUNE CANAL MAINTENANCE
FINAL PLANS
11
ACCESS SWING BARRIER GATE
9/13/2019
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Packet Pg. 1327 Attachment: Neptune Canal Boat Ramp_Final Plans (10850 : Neptune Canal Maintenance Access Boat Ramp)
ITEM PAY ITEM #DESCRIPTION UNIT UNIT UNIT PRICE TOTAL
1 101-1 MOBILIZATION LS 1 15,000.00$ 15,000.00$
2 110-1-1
CLEARING AND GRUBBING (INCLUDES
ASPHALT PAVEMENT, GUARDRAIL, OBJECT
MARKERS, ETC.)
AC 0.1
25,000.00$ 2,500.00$
3 101-1-1 PROVIDE/MAINTAIN "AS BUILT" PLANS
(SIGNED AND SEALED)LS 1 2,500.00$ 2,500.00$
4 104-10-3 SEDIMENT BARRIER - STAKED SILT FENCE LF 140 3.00$ 420.00$
5 104-11 FLOATING TURBIDITY BARRIER (5' CURTAIN
MIN.)LF 120 15.00$ 1,800.00$
6 120-1 REGULAR EXCAVATION CY 700 25.00$ 17,500.00$
7 160-4
SUB-GRADE STABILIZATION WITH 12"
GRAVEL SUB-BASE (INCLUDES WOVEN
FILTER FABRIC)
SY 130
15.00$ 1,950.00$
8 522-2 RAMP CONCRETE APPROACH SLAB CY 5 350.00$ 1,750.00$
9 530-3-1
TYPE 'A' RIP-RAP SCOUR PROTECTION
(INCLUDES GEOTEXTILE FABRIC AND 6"
BEDDING)
TN 50
160.00$ 8,000.00$
10 530-3-4
TYPE 'D' RIP-RAP SCOUR PROTECTION
(INCLUDES GEOTEXTILE FABRIC AND 6"
BEDDING)
TN 25
180.00$ 4,500.00$
11 550-10-222 FENCING, TYPE B, 5.1-6.0, W/ VINYL COAT,
BLACK LF 60 30.00$ 1,800.00$
12 570-1-2 PERFORMANCE TURF (SOD)SY 220 6.00$ 1,320.00$
13 700-1-11 SINGLE POST SIGN (F&I)(GROUND
MOUNT)(UP TO 12 SF)AS 1 400.00$ 400.00$
14 700-1-50 SINGLE POST SIGN (RELOCATED)AS 1 250.00$ 250.00$
15 999-1
ARTICULATED CONC. MAT (BOAT RAMP)
(F&I) (INCL GEOGRID, GEOTEXTILE,
BEDDING STONE)
SF 1170
60.00$ 70,200.00$
16 999-2
ACCESS SWING BARRIER GATE (20 FOOT-
BLACK COATED) (INCL. POST FTGS,
HARDWARE & OM4-1 SIGNS-2 EA)
EA 1
4,500.00$ 4,500.00$
17 101-1-2 PROVIDE CONSTRUCTION SURVEYING AND
LAYOUT LS 1 5,000.00$ 5,000.00$
139,390.00$
CONST. ESTIMATE
PROJECT TOTAL
Opinion Of Probable Cost - 9/13/2019
SUMMARY OF QUANTITIES
NEPTUNE CANAL MAINTENANCE ACCESS BOAT RAMP
9/13/2019
16.A.26.e
Packet Pg. 1328 Attachment: Neptune Canal_Cost Estimate (10850 : Neptune Canal Maintenance Access Boat Ramp)