Agenda 07/10/2018 Item #16C 607/10/2018
EXECUTIVE SUMMARY
Recommendation to award a Work Order to Quality Enterprises USA, Inc., in the amount of
$212,965.26 for Lake Trafford Memorial Gardens Drainage Improvements, Project No. 52525,
authorize the Chairman to execute the Work Order, and authorize Budget Amendments in the
amount of $149,132 to fully fund the project.
OBJECTIVE: To award work to improve the drainage at the Lake Trafford Memorial Gardens to
Quality Enterprises and to provide supplemental funding in the amount of $149,132 to fully fund the
project.
CONSIDERATIONS: The Division of Facilities Management is responsible for the maintenance,
repair, capital replacement and construction of County-owned buildings and facilities. Lake Trafford
Memorial Gardens experienced distressing effects to burial sites due to flooding during hurricane Irma.
A Scope of Work was developed and detailed in plans and specifications by engineering firm Agnoli
Barber and Brundage, Inc. The “Underground Utility Contractors” Contract No. 14-6213 was used to
solicit the work developed in those plans among all participants of the agreement.
The bids received for the Lake Trafford Memorial Gardens drainage Improvements project were
substantially higher than the Engineering Opinion of cost of $151,802. The project received four bid
proposals. Staff is comfortable that the lowest bid represents the market in the Immokalee area. The low
bid from Quality Enterprises USA, Inc., was $212,965.26, which includes a $30,000 task for unforeseen
conditions. If utilized, the unforeseen conditions task will be billed using time and material pricing.
The engineer of record has reviewed the submittal from the lowest bidder and recommends award.
Bids received are as follows:
Contractor Bid Value Order of Award
Quality Enterprises USA, Inc. $212,965.26 First
Haskins $265,891.00 Second
D.N. Higgins $296,722.00 Third
Mitchell and Stark $352,580.00 Fourth
FISCAL IMPACT: The cost of the project is $212,965.26. Project Number 52525 has a current balance
of 145,137.54. Budget Amendments in the amount of $149,132 are necessary to fully fund the project.
The Budget Amendments will reallocate $99,132 from ADA Upgrades Project 52169, and $50,000 from
Fire Alarms/Life Safety Project 52163. The funds will be transferred to General B uilding Improvements
Project 52525, for the Lake Trafford Drainage Improvements. The source of funding is a transfer from
the General Fund.
LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney, is approved as to
form and legality, and requires majority vote for approval. -JAK
GROWTH MANAGEMENT IMPACT: There is no growth management impact associated with this
Executive Summary.
RECOMMENDATION: To award a Work Order to Quality Enterprises USA, Inc., in the amount of
$212,965.26 for Lake Trafford Memorial Gardens Drainage Improvements, Project No. 52525, authorize
the Chairman to execute the Work Order, and authorize Budget Amendments in the amount of $149,132
to fully fund the project.
16.C.6
Packet Pg. 1198
07/10/2018
Prepared by: Claude Nesbitt, Project Manager, Facilities Management Division
ATTACHMENT(S)
1. Quote - ($213K) QE (PDF)
2. Approved Construction Plans 031218 Certified - Apr 23 2018 12-21-17 (PDF)
3. Lake Trafford Memorial Gardens Bid Tab (PDF)
4. WO QE Lake Trafford (PDF)
5. Copy of Comparison OPC vs Bid (PDF)
6. QE Award Recommendation (PDF)
16.C.6
Packet Pg. 1199
07/10/2018
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.C.6
Doc ID: 5930
Item Summary: Recommendation to award a Work Order to Quality Enterprises USA, Inc., in the
amount of $212,965.26 for Lake Trafford Memorial Gardens Drainage Improvements, Project No. 52525,
authorize the Chairman to execute the Work Order, and authorize Budget Amendments in the amount of
$149,132 to fully fund the project.
Meeting Date: 07/10/2018
Prepared by:
Title: Project Manager – Facilities Management
Name: Claude Nesbitt
06/12/2018 2:11 PM
Submitted by:
Title: Deputy Department Head – Solid and Hazardous Waste
Name: Dan Rodriguez
06/12/2018 2:11 PM
Approved By:
Review:
Facilities Management Linda Best Additional Reviewer Completed 06/14/2018 9:43 AM
Public Utilities Operations Support Joseph Bellone Additional Reviewer Completed 06/14/2018 9:53 AM
Facilities Management Margaret Bishop Additional Reviewer Completed 06/14/2018 9:56 AM
Solid and Hazardous Waste Dan Rodriguez Additional Reviewer Completed 06/14/2018 11:28 AM
Facilities Management Miguel Carballo Additional Reviewer Completed 06/14/2018 11:34 AM
Solid and Hazardous Waste Sarah Hamilton Additional Reviewer Skipped 06/14/2018 4:26 PM
Public Utilities Department Sarah Hamilton Level 1 Division Reviewer Completed 06/15/2018 9:51 AM
Public Utilities Department George Yilmaz Level 2 Division Administrator Review Completed 06/15/2018 10:32 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 06/15/2018 1:36 PM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 06/15/2018 3:07 PM
Office of Management and Budget Susan Usher Additional Reviewer Completed 06/29/2018 9:18 AM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 07/03/2018 9:38 AM
Board of County Commissioners MaryJo Brock Meeting Pending 07/10/2018 9:00 AM
16.C.6
Packet Pg. 1200
16.C.6.a
Packet Pg. 1201 Attachment: Quote - ($213K) QE (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial Drainage
Collier County FacilitiesManagement Department3335 Tamiami Trail East, Suite 101Naples, FL 34112-5356PLANS PREPARED FOR:PROJECTLOCATIONPh.: (239) 597-3111 - Fax: (239) 566-2203AB7400 Trail Blvd. Suite 200 - Naples, FL - 34108Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.ARBER &GNOLICertificate of Authorization Nos. LB 3664 and EB 36641PLAN STAGE: 1st SUBMITTALDATE:MARCH 2018PROJECT CONSULTANTSCIVIL:AGNOLI, BARBER & BRUNDAGE, INC.7400 TRAIL BLVD., SUITE 200NAPLES, FLORIDA 34108TEL: 239-597-3111STATE VICINITY MAPPROJECT VICINITYSHT. #SHEET DESCRIPTIONSHEET INDEXCOVER SHEETLEGENDS, ABBREVIATIONS, GENERAL AND SPECIAL NOTESAERIAL PHOTO CIRCA JANUARY 2017 WITH P & P SHEET INDEX5214EXISTING CONDITIONS PLANCONSTRUCTION PLANS (CNSTR APPROVAL) FOR:LAKE TRAFFORD MEMORIAL GARDENSDRAINAGE IMPROVEMENTSLOCATED IN SECTION 31 - TOWNSHIP 46 S - RANGE 29 ECOLLIER COUNTY, FLORIDA.PROJECT LOCATION MAP6PLAN & PROFILEPLANS PREPARED BY:PROJECTLOCATIONAERIAL ZONING MAP3PROPERTY DATALAKE TRAFFORD MEMEORIAL GARDENSLEGAL DESCRIPTION: PLAT BOOK 8, PAGES 32 TO 40PARCEL ADDRESS:PARCEL No. - 00054120004 - 1155 LITTLE LEAGUE RD, IMMOKALEE, FL 34142STRAP NUMBER:000100 001 11D36ZONINGCFSPECIAL WATER MANAGEMENT NOTE:COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS IS RESPONSIBLE FOR THE MAINTENANCE OF THEWATER MANAGEMENT FACILITIES AND THE INFRASTRUCTURE ON THE SITE.1171912Collier County Project No. 52525SWALE RESTORATION PLAN7PLAN & PROFILE8PLAN & PROFILE9PLAN & PROFILE10PLAN & PROFILE11EROSION CONTROL PLAN AND DETAILS12CONSTRUCTION DETAILSThis item has been electronically signed and sealed by Dominick J. Amico, Jr., PE.on 03/12/2018 using a SHA-1 authentication code.Printed copies of this document are not considered signed and sealed and theSHA-1 authentication code must be verified on any electronic copies.Date:Reviewed and Approved For:Permit IssuancePL201800008964/23/201816.C.6.bPacket Pg. 1202Attachment: Approved Construction Plans 031218 Certified - Apr 23 2018 12-21-17 (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial Drainage Project)
CTWSTORM SYSTEM, DRAINAGE & GRADINGABBREVIATIONSLINE TYPESLEGENDSSYMBOLS2Ph.: (239) 597-3111 - Fax: (239) 566-2203ABCollier County: 7400 Trail Blvd., Suite 200 - Naples, FL - 34108Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.ARBER &GNOLICertificate of Authorization Nos. LB 3664 and EB 3664LAKE TRAFFORD MEMORIAL GARDENSCONSTRUCTION PLANSSYMBOLS, LEGENDS1167212DRAINAGE IMPROVEMENTS& GENERAL NOTESSPECIAL NOTES:1.THE REVIEW AND APPROVAL OF IMPROVEMENT PLANS DOES NOT AUTHORIZE THE CONSTRUCTIONOF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EXISTING EASEMENTS OF RECORD.2.ALL ROADS AFFECTED BY CONSTRUCTION WILL BE OVERLAID AT CONSTRUCTION END WITH 1"ASPHALT OVERLAY TYPE S3.3.ALL DRIVEWAYS AFFECTED BY CONSTRUCTION WILL BE REPAIRED.4.REPLACEMENT OF ALL ROADWAY SIGNS AND STRIPING SHALL CONFORM WITH THE PRE EXISTINGCONDITION.5.MOT PLAN TO BE SUBMITTED TO THE CCGMD FOR APPROVAL IF REQUIRED.6.THE FOLLOWING TECHNICAL SPECIFICATIONS SHALL GOVERN THIS CONSTRUCTION:a.ORD 2009-19 (COLLIER COUNTY RIGHT OF WAY HANDBOOK)b.ORD 2004-31 AS AMENDED (COLLIER COUNTY UTILITY STANDARDS ORDINANCE)c.FDOT CONSTRUCTION SPECIFICATIONS (INDEXES AND STANDARD SPECIFICATIONS)d.PLANS SHALL GOVERN WITH ANY DISCREPANCY BETWEEN PLANS AND THE LISTED SPECIFICATIONS1.THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TOTHE ENGINEER. THE INFORMATION IS NOT GUARANTEED, THEREFORE THE CONTRACTOR SHALL VERIFY THELOCATION OF ALL UTILITIES IN THE FIELD.2.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA 48 HOURS MINIMUM PRIOR TO START OFCONSTRUCTION, AND SHALL HAVE ALL SERVICE LINES (UTS, FPL, WATER, CABLE, SANITARY SEWER AND FORCE MAIN,ETC.) LOCATED AND FLAGGED PRIOR TO EXCAVATION.3.CALL 811 or 1-800-432-4770 A MINIMUM OF 48 HOURS BEFORE YOU DIG4.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL UTILITY LINES AND SERVICES DAMAGED DURINGCONSTRUCTION, INCLUDING IRRIGATION LINES AND SERVICES. THE APPROPRIATE UTILITY SHALL BE NOTIFIED OFALL DAMAGED LINES PRIOR TO REPAIR. ALL NECESSARY REPAIRS SHALL BE PERFORMED IMMEDIATELY.5.BEDDING AND BACKFILL SHALL COMPLY WITH COLLIER COUNTY STANDARDS.6.ALL EXISTING DRIVEWAYS, LANDSCAPING, SIGNS, GRASS, ETC. SHALL BE RESTORED TO EQUIVALENTPRECONSTRUCTION CONDITION UNLESS OTHERWISE APPROVED BY THE ENGINEER AND COLLIER COUNTY.7.ALL ELEVATIONS REFER TO NAVD88 DATUM TO CONVERT TO NGVD29 ADD 1.268.THE CONTRACTOR IS REQUIRED TO OBTAIN WRITTEN APPROVAL FROM THE ENGINEER FOR ANY DEVIATIONS FROMTHE PLANS AND/OR SPECIFICATIONS.9.THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OFCONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY REQUIRED PLAN DEVIATIONS.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF EXISTING STREETS ADJACENTTO PROJECT AREA. ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH THE FLORIDA MANUAL OFTRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, AND UTILITYOPERATIONS.11.ALL UTILITY CONNECTIONS SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE AGENCY HAVINGJURISDICTION OF EACH INDIVIDUAL UTILITY LINE.12.THE UNDERGROUND CONTRACTOR SHALL MINIMIZE THE WORK AREA AND WIDTH OF TRENCHES TO AVOIDDISTURBANCES OF NATURAL VEGETATION. SPOIL FROM TRENCHES SHALL BE PLACED ONLY ON PREVIOUSLYCLEARED AREAS. THE CONTRACTOR SHALL NOT REMOVE ANY TREES OR SHRUBS WITHOUT PRIOR APPROVAL FROMTHE ENGINEER.13.THE 30" MINIMUM COVER REQUIREMENT FOR PROPOSED UTILITIES SHALL BE MEASURED FROM FINISHED GRADES. ITIS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE MINIMUM COVER REGARDLESS OF EXISTING GRADE.14.THE CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO THE ENGINEER AND COUNTY PRIOR TO THE FOLLOWINGACTIVITIES:A. COMMENCEMENT OF CONSTRUCTIONB. CHANGES TO APPROVED SCHEDULESC. CONNECTION TO EXISTING UTILITY SYSTEMSD. THRUST BLOCK INSPECTIONE. UTILITY MAIN PRESSURE TESTINGF. TRENCH AND BACKFILL COMPACTION AND DENSITY TESTINGG. CURB INSTALLATIONH. SUBBASE, BASE AND PAVING OPERATIONSI. WATER MAIN FLUSHING, CHLORINATION AND BACTERIOLOGICAL TESTINGJ. FINAL INSPECTIONS15.IF THERE ARE ANY NEW OR RELOCATED FORCE MAINS THAT CROSS ANY SANITARY SEWERS, STORM SEWERS,WATER MAINS, OR RECLAIMED WATER LINES, THE FORCE MAINS CROSS BELOW SUCH PIPELINES WITH A MINIMUMVERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE FORCE MAINS AND THE OUTSIDE OF SUCHPIPELINES, OR SUCH CROSSINGS ARE ARRANGED SO THAT ALL PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OFCROSSING WITH NO LESS THAN TEN FEET BETWEEN ANY TWO JOINTS (OR, ALTERNATIVELY, THE SANITARY SEWERS,STORM SEWERS, WATER MAINS, AND RECLAIMED WATER LINES AT SUCH CROSSINGS ARE PLACED IN SLEEVES ORENCASED IN CONCRETE TO OBTAIN THE EQUIVALENT OF THE TEN FOOT SEPARATION ON BETWEEN JOINTS); OR DATAJUSTIFYING AN EXCEPTION TO THESE SEPARATION REQUIREMENTS IS ATTACHED IN ACCORDANCE WITH RULE62-555.314(4), F.A.C.16.ALL PRESSURE MAINS SHALL BE C900, DR18 PVC OR C905, DR18 PVC OVER 12" UNLESS OTHERWISE NOTED.17.FITTINGS SHALL BE USED TO MAINTAIN PLAN ALIGNMENT OF PROPOSED UTILITIES. DEVIATIONS FROM PLANALIGNMENT SHALL NOT BE MORE THAN 12". THE CONTRACTOR SHALL PREPARE RECORD DRAWINGS OF ALL FITTINGS,VALVES AND OTHER APPURTENANCES NOT SHOWN ON THESE PLANS.18.SEE ENCLOSED DETAIL SHEETS FOR COLLIER COUNTY UTILITY CONSTRUCTION REQUIREMENTS. ALL WORK SHALLBE DONE IN ACCORDANCE WITH THE LATEST VERSION OF COLLIER COUNTY WATER-SEWER DISTRICT'SSTANDARD SPECIFICATIONS AND DETAILS.19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING COUNTY INSPECTIONS. WRITTEN REQUESTS SHALL BEPROVIDED TO THE COUNTY AT LEAST 48 HOURS PRIOR TO THE FOLLOWING:A. HOT TAPS TO WATER AND SEWER FACILITIES *B. MASTER METER AND BYPASS PIPINGC. JACK AND BORE CASINGSD. PRESSURE TESTS *E. INFILTRATION/ EXFILTRATION TESTSF. FLUSHING OF SEWER LINES, FORCE MAINS, WATER MAINS AND EFFLUENT LINES *G. CONFLICT BOX CONSTRUCTION *H. CONNECTIONS TO EXISTING WATER AND SEWER FACILITIES *I. CASING INSTALLATIONSJ. OTHER SPECIAL REQUIREMENTS AS SPECIFIED BY THE COUNTY AT THE TIME OF CONSTRUCTION DOCUMENT APPROVALK. JACK AND BORES AND DIRECTIONAL BORES.THE COUNTY MUST BE PRESENT AT THE INSPECTIONS NOTED WITH "*" ABOVE.21.THE OPERATING ENTITY OF COLLIER COUNTY PUBLIC UTILITIES DIVISION SHALL OWN AND MAINTAIN ALL WATER ANDSEWER SYSTEMS ON SITE.22.RED-LINE DRAWINGS OF THE COMPLETED SYSTEM SHALL BE PROVIDED TO COUNTY OPERATIONS STAFF ANDENGINEER AT SUBSTANTIAL COMPLETION STAGE.23.IRRIGATION WATER FOR NEW SOD SHALL BE TAKEN FROM APPROVED SOURCES ONLY.UTILITY NOTES:!Date:Reviewed and Approved For:Permit IssuancePL201800008964/23/201816.C.6.bPacket Pg. 1203Attachment: Approved Construction Plans 031218 Certified - Apr 23 2018 12-21-17 (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial Drainage Project)
BULLARD SUBDIVISION
LAKE TRAFFORD RD.CHRISTIAN TERRACELITTLE LEAGUE RD.0+00 1+00 2+00
3+004+005+006+007+00 8+00
9+0010+0011+0012+0013+0014+0015+0016+0017+0018+0018+35SHEET6SHEET7SHEET8SHEET9SHEET10A G N O L I
BARBER&BRUNDAGE,INC.N
Ph.: (239) 597-3111 - Fax: (239) 566-2203
AB
Collier County: 7400 Trail Blvd., Suite 200 - Naples, FL - 34108
Professional Engineers, Planners & Land Surveyors
BRUNDAGE, INC.
ARBER &
GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
LAKE TRAFFORD MEMORIAL GARDENS
CONSTRUCTION PLANS
AERIAL PHOTO CIRCA 2017 & PLAN & PROFILE
11820 12
DRAINAGE IMPROVEMENTS
3SHEET INDEX
LAKE TRAFFORD
MEMORIAL GARDENS
EXIST. ROAD CROSS
DRAINS TO BE CLEANED
EXIST. ROAD CROSS
DRAINS TO BE CLEANED
EXIST. ROAD CROSS
DRAINS TO BE CLEANED
Date:
Reviewed and Approved For:
Permit Issuance
PL20180000896 4/23/2018
16.C.6.b
Packet Pg. 1204 Attachment: Approved Construction Plans 031218 Certified - Apr 23 2018 12-21-17 (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial Drainage Project)
A G N O L I
BARBER&BRUNDAGE,INC.N
Ph.: (239) 597-3111 - Fax: (239) 566-2203
AB
Collier County: 7400 Trail Blvd., Suite 200 - Naples, FL - 34108
Professional Engineers, Planners & Land Surveyors
BRUNDAGE, INC.
ARBER &
GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
LAKE TRAFFORD MEMORIAL GARDENS
CONSTRUCTION PLANS
EXISTING CONDITIONS PLAN 11820 12
DRAINAGE IMPROVEMENTS
4
LITTLE LEAGUE RD.
BULLARD
SUBDIVISION
LAKE TRAFFORD ROADA G N O L I
BARBER&BRUNDAGE,INC.N
LAKE TRAFFORD
MEMORIAL GARDENS
Date:
Reviewed and Approved For:
Permit Issuance
PL20180000896 4/23/2018
16.C.6.b
Packet Pg. 1205 Attachment: Approved Construction Plans 031218 Certified - Apr 23 2018 12-21-17 (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial Drainage Project)
A G N O L I
BARBER&BRUNDAGE,INC.N
Ph.: (239) 597-3111 - Fax: (239) 566-2203
AB
Collier County: 7400 Trail Blvd., Suite 200 - Naples, FL - 34108
Professional Engineers, Planners & Land Surveyors
BRUNDAGE, INC.
ARBER &
GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
LAKE TRAFFORD MEMORIAL GARDENS
CONSTRUCTION PLANS
SWALE RESTORATION PLAN 11820 12
DRAINAGE IMPROVEMENTS
5
LITTLE LEAGUE RD.
BULLARD
SUBDIVISION
LAKE TRAFFORD ROADA G N O L I
BARBER&BRUNDAGE,INC.N
LAKE TRAFFORD
MEMORIAL GARDENS
AA
B
B
C
C
C C
5.5' C/L RESTORED SWALE
5.5' C/L RESTORED SWALE
5.5' C/L RESTORED SWALE
PROPERTY LINE
DENOTES VACANT PLOTS OWNED BY COLLIER
COUNTY (SEE SPECIAL NOTE 1 THIS SHEET)
SPECIAL NOTES:
1.SILT FENCING WILL BE INSTALL ALONG THE WEST LOT LINE (20' OFF ON PROPERTY LINE)
2.CONSTRUCTION AREA TO BE CLEARLY MARKED WITH CONSTRUCTION AREA SIGNS. WORK AND MATERIAL
STORAGE AREAS TO BE CORDONED OFF WITH VISIBLE CAUTION TAPE.
3.ALL CONSTRUCTION, MATERIAL HANDLING, EQUIPMENT & WORKERS TO REMAIN INSIDE OF EXISTING
DRAINAGE EASEMENTS AND STAGING AREA PROVIDED. SILT FENCE TO REMAIN AROUND CONSTRUCTION
FOOTPRINT AND IN GOOD REPAIR FOR THE DURATION OF CONSTRUCTION ACTIVATES. SEE SHEET 10 FOR
INSTALLATION LOCATIONS.
4.SEE SHEET 11 FOR SWALE RESTORATION SECTIONS A-A, B-B & C-C.
5.ALL RESTORED SWALE SIDE SLOPES AND BOTTOMS SHALL BE SODDED WITH BAHIA.
6.ALL DISTURBED AREAS SHALL BE SODDED WITH BAHIA.
ENVIRONMENTAL PROTECTION:
1.DURING CONSTRUCTION THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
FEDERAL, STATE, LOCAL LAWS AND REGULATIONS CONCERNING ENVIRONMENTAL POLLUTION CONTROLS.
11'
20'
441.0' SWALE RESTORATION 150' SWALE RESTORATION448' SWALE RESTORATION
600' SWALE RESTORATIONDENOTES AUTHORIZED
CONSTRUCTION STAGING &
LAY DOWN AREA
20' MIN.
Date:
Reviewed and Approved For:
Permit Issuance
PL20180000896 4/23/2018
16.C.6.b
Packet Pg. 1206 Attachment: Approved Construction Plans 031218 Certified - Apr 23 2018 12-21-17 (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial Drainage Project)
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0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+30
Precast Ditch Bottom Inlet - Type C 10 ft. or Less
STA:2+07.26 OFF:0.00
RIM:28.00
I.E.(N):24.50 24" TYPE I
EXIST. GRADE @ C/L CONST.
221 L.F. 24" TYPE I @ 0.10%
PROPOSED GRADE @ C/L SWALE RESTORATION
0
+
0
0
1
+
0
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2
+
0
0 3+004+00RIM:29.33
I.E. (S)24.20 24" TYPE I
I.E.(N):24.20 24" TYPE I
Precast Ditch Bottom Inlet - Type C 10 ft. or Less
STA:2+07.26 OFF:0.00
RIM:28.00
I.E.(N):24.50 24" TYPE I 221 L.F. 24" TYPE 1
@ 0.10
%70 L.F. 24" T
Y
P
E 1
@ 0.10
%MATCH
L
INE
S
TA
4
+
3
0
.
0
0
Ph.: (239) 597-3111 - Fax: (239) 566-2203
AB
Collier County: 7400 Trail Blvd., Suite 200 - Naples, FL - 34108
Professional Engineers, Planners & Land Surveyors
BRUNDAGE, INC.
ARBER &
GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
LAKE TRAFFORD MEMORIAL GARDENS
CONSTRUCTION PLANS
PLAN & PROFILE
11820 12
x xxx
DRAINAGE IMPROVEMENTS
6STA. 0+00 TO 4+30
A G N O L I
BARBER&BRUNDAGE,INC.N
SPECIAL NOTE:
TYPE I PIPE OPTIONS:
1)CLASS IV RCP
2)ADS N12 w/ MIRAFI 140 N JOINT WRAP.
BACKFILL IN 6" LIFTS BEDDING &
BACKFILL SHALL BE IN ACCORDANCE
WITH MANUFACTURERS
SPECIFICATIONS.
3)PVC DR18 C905 BEDDED &
BACKFILLED IN ACCORDANCE WITH
COLLIER COUNTY UTILITY
SPECIFICATIONS.
Date:
Reviewed and Approved For:
Permit Issuance
PL20180000896 4/23/2018
16.C.6.b
Packet Pg. 1207 Attachment: Approved Construction Plans 031218 Certified - Apr 23 2018 12-21-17 (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial Drainage Project)
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4+30 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 8+80
70 L.F. 24" TYPE I @ 0.10%
Precast Ditch Bottom Inlet - Type E 10 ft. or Less
STA:6+51.37 OFF:0.00
RIM:30.00
I.E. (S)24.05 24" TYPE I
I.E.(E):24.05 24" RCP
Precast Ditch Bottom Inlet - Type E 10 ft. or Less
STA:8+24.18 OFF:0.00
RIM:29.70
I.E. (W)23.88 24" RCP
I.E. (N)23.88 24" RCP
I.E.(SE):23.88 24" RCP
Precast Ditch Bottom Inlet - Type C 10 ft. or Less
STA:5+00.00 OFF:0.00
RIM:29.33
I.E. (S)24.20 24" TYPE I
I.E.(N):24.20 24" TYPE I
Precast Ditch Bottom Inlet
Type C 10ft. or Less
STA:8+70.58 OFF:-1.82L
RIM:27.70
I.E. (NW)23.84 24" RCP
EXIST. GRADE @ C/L CONST.
169 L.F. 24" RCP @ 0.10%34 L.F. 24" RCP @ 0.10%
150 L.F. 24" TYPE I @ 0.10%
PROPOSED GRADE @ C/L SWALE RESTORATION
RE-GRADE ROAD SIDE SWALE & CLEAN OUT SEDIMENT IN ALL PIPES
24" RCP
I.E. (N)=23.884+005+006+007
+
0
0
8
+
0
0
Precast Ditch Bottom Inlet - Type C 10 ft. or Less
STA:5+00.00 OFF:0.00
RIM:29.33
I.E. (S)24.20 24" TYPE I
I.E.(N):24.20 24" TYPE I150 L.F. 24" TYPE I
@ 0.10
%
1
6
9
L
.
F
.
2
4
"
RC
P
@
0
.
1
0%
MODIFIED TYPE `C' BUBBLER INLET
STA:8+70.58 OFF:-1.82L
RIM:27.70
I.E. (NW)23.84 24" RCP
Precast Ditch Bottom Inlet - Type E 10 ft. or Less
STA:8+24.18 OFF:0.00
RIM:29.70
I.E. (W)23.88 24" RCP
I.E. (N)23.88 24" RCP
I.E.(SE):23.88 24" RCP
REMOVE 6'± OF 24" CMP FOR 24" RCP INSTALLATION
CLEARANCE AND ABANDON EXIST. 24" CMP
34 L.F. 24" RCP @ 0.10%70 L.F. 24" TYPE 1
@ 0.10
%
Precast Ditch Bottom Inlet - Type E 10 ft. or Less
STA:6+51.37 OFF:0.00
RIM:30.00
I.E. (S)24.05 24" HDPE
I.E.(E):24.05 24" HDPE
MODIFIED TYPE `C' BUBBLER INLET
STA:8+24.08 OFF:-82.40L
RIM:27.85
I.E.(S):23.96 24" RCP81 L.F. 24" RCP
@ 0.10
%
REPLACE 22' CONC. SIDEWALK
MATCH
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& P
A
V'T.
REST
O
R
ATI
O
N
Ph.: (239) 597-3111 - Fax: (239) 566-2203
AB
Collier County: 7400 Trail Blvd., Suite 200 - Naples, FL - 34108
Professional Engineers, Planners & Land Surveyors
BRUNDAGE, INC.
ARBER &
GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
LAKE TRAFFORD MEMORIAL GARDENS
CONSTRUCTION PLANS
PLAN & PROFILE
11820 12
x xxx
DRAINAGE IMPROVEMENTS
STA. 4+30 TO 8 + 80
A G N O L I
BARBER&BRUNDAGE,INC.N
7
Date:
Reviewed and Approved For:
Permit Issuance
PL20180000896 4/23/2018
16.C.6.b
Packet Pg. 1208 Attachment: Approved Construction Plans 031218 Certified - Apr 23 2018 12-21-17 (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial Drainage Project)
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8+80 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 12+90
EXIST. GRADE @ C/L CONST.
RE-GRADE ROAD SIDE SWALE & CLEAN OUT SEDIMENT IN ALL PIPES
NOTE:
DESIGN INTENT IS TO CLEAN SWALE FROM INVERT TO INVERT.
COMPACT AND INSTALL SOD ON SIDE SLOPES AND BOTTOM.
9+00 10+00 11+00 12+00 13+00
MODIFIED TYPE `C' BUBBLER INLET
STA:8+70.58 OFF:-1.82L
RIM:27.70
I.E. (NW)23.80 24" RCP
38 L.F. 24"
R
C
P
@ 0.12
%
MODIFIED TYPE `C' BUBBLER INLET
REPLACE 22' CONC. SIDEWALKMATCHLINE STA 8+80.00MATCHLINE STA 12+90.00Ph.: (239) 597-3111 - Fax: (239) 566-2203
AB
Collier County: 7400 Trail Blvd., Suite 200 - Naples, FL - 34108
Professional Engineers, Planners & Land Surveyors
BRUNDAGE, INC.
ARBER &
GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
LAKE TRAFFORD MEMORIAL GARDENS
CONSTRUCTION PLANS
PLAN & PROFILE
11820 12
x xxx
DRAINAGE IMPROVEMENTS
STA.8 + 80 TO 12+90
A G N O L I
BARBER&BRUNDAGE,INC.N
8
Date:
Reviewed and Approved For:
Permit Issuance
PL20180000896 4/23/2018
16.C.6.b
Packet Pg. 1209 Attachment: Approved Construction Plans 031218 Certified - Apr 23 2018 12-21-17 (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial Drainage Project)
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12+9013+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+20
EXIST. GRADE @ C/L CONST.
RE-GRADE ROAD SIDE SWALE & CLEAN OUT SEDIMENT IN ALL PIPES
NOTE:
DESIGN INTENT IS TO CLEAN SWALE FROM INVERT TO INVERT.
COMPACT AND INSTALL SOD ON SIDE SLOPES AND BOTTOM.
13+00
14+00
15+00
16+00
17+00
END CONSTRUCTIONMATCHLINE STA 12+90.00MATCHLINE STA 17+20.00Ph.: (239) 597-3111 - Fax: (239) 566-2203
AB
Collier County: 7400 Trail Blvd., Suite 200 - Naples, FL - 34108
Professional Engineers, Planners & Land Surveyors
BRUNDAGE, INC.
ARBER &
GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
LAKE TRAFFORD MEMORIAL GARDENS
CONSTRUCTION PLANS
PLAN & PROFILE
11820 12
x xxx
DRAINAGE IMPROVEMENTS
STA. 12+90 TO 17+20 END CONST.
A G N O L I
BARBER&BRUNDAGE,INC.N
9
Date:
Reviewed and Approved For:
Permit Issuance
PL20180000896 4/23/2018
16.C.6.b
Packet Pg. 1210 Attachment: Approved Construction Plans 031218 Certified - Apr 23 2018 12-21-17 (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial Drainage Project)
LITTLE LEAGUE RD.Ph.: (239) 597-3111 - Fax: (239) 566-2203
AB
Collier County: 7400 Trail Blvd., Suite 200 - Naples, FL - 34108
Professional Engineers, Planners & Land Surveyors
BRUNDAGE, INC.
ARBER &
GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
LAKE TRAFFORD MEMORIAL GARDENS
CONSTRUCTION PLANS
EROSION CONTROL PLAN & DETAILS
11820 12
x xxx
DRAINAGE IMPROVEMENTS
10
***
*
EROSION CONTROL GENERAL NOTES:
DETAILS ON THIS SHEET
NOT TO SCALE
PLAN
ELEVATION
BARRIERS FOR FILL SLOPES
PLAN
ELEVATION
BALES BACKED BY FENCE
SEDIMENT FENCE
EROSION CONTROL PLAN
SILT FENCE AS DEPICTED ON PLAN = 2,758 L.F.
GRAVEL CONSTRUCTION ENTRANCE
BMP 1.01
PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
BMP 1.08BALES BACKED BY TYPE 3
SILT FENCE - BMP 1.06
PROPER PLACEMENT OF A STRAW BALE BARRIER
IN DRAINAGE WAY - BMP 1.05
SILT FENCE APPLICATIONS
SOD DROP INLET PROTECTION
TREE PROTECTION - FENCING
A G N O L I
BARBER&BRUNDAGE,INC.N
DENOTES SILT FENCE INSTALLATION LOCATIONS
Date:
Reviewed and Approved For:
Permit Issuance
PL20180000896 4/23/2018
16.C.6.b
Packet Pg. 1211 Attachment: Approved Construction Plans 031218 Certified - Apr 23 2018 12-21-17 (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial Drainage Project)
Ph.: (239) 597-3111 - Fax: (239) 566-2203
AB
Collier County: 7400 Trail Blvd., Suite 200 - Naples, FL - 34108
Professional Engineers, Planners & Land Surveyors
BRUNDAGE, INC.
ARBER &
GNOLI
Certificate of Authorization Nos. LB 3664 and EB 3664
LAKE TRAFFORD MEMORIAL GARDENS
CONSTRUCTION PLANS
EROSION CONTROL PLAN & DETAILS
11820 12
x xxx
DRAINAGE IMPROVEMENTS
11
2.0%MAX.
TYPICAL CONCRETE SIDEWALK SECTION
N.T.S.
EXTENDS 6" PAST EDGE
OF CONCRETE
(TYP. BOTH SIDES)
B
A
CONCRETE SIDEWALK PER COLLIER COUNTY SPECIFICATIONS
A.6" CONCRETE
B.12" COMPACTED SUBGRADE
5'
6'
6"6"
HEAVY BROOM FINISH (WAVE
PATTERN) PERPENDICULAR TO
TRAFFIC FLOW
TYPE C AND E
TOP INLET CATCH BASIN
6.0' EXISTING DRAINAGE EASEMENT
CLEAR AND GRUB AS REQUIRED
4:1 PR
E
F
E
R
R
E
D
3
:
1
M
A
X
.
4:1 PRE
F
E
R
R
E
D
3
:
1
M
A
X
.
**12"MATCH EXIST. GRADEMATCH EXIST. GRADE
SECTION A-A
SWALE IMPROVEMENTS
N.T.S.
PROPERTY LINE
8.3' EXISTING DRAINAGE EASEMENT
CLEAR AND GRUB AS REQUIRED
4:1 PR
E
F
E
R
R
E
D
3
:
1
M
A
X
.
4:1 PRE
F
E
R
R
E
D
3
:
1
M
A
X
.
**
*
SWALE IMPROVEMENTS WORK SHALL REMAIN WITHIN THE
EASEMENT LIMITS. ADJUST SIDE SLOPES AS REQUIRED TO
PROVIDE 12" DEEP SWALE @ CENTER TO MATCH EXISTING
GRADE @ T.O.B.12"MATCH EXIST. GRADEMATCH EXIST. GRADE
SPECIAL NOTE:
SECTION C-C
SWALE IMPROVEMENTS
N.T.S.
PROPERTY LINE
2.3'
8.3' EXISTING DRAINAGE EASEMENT
CLEAR AND GRUB AS REQUIRED
4:1 PR
E
F
E
R
R
E
D
3
:
1
M
A
X
.
4:1 PRE
F
E
R
R
E
D
3
:
1
M
A
X
.
**
*
SWALE IMPROVEMENTS WORK SHALL REMAIN WITHIN THE
EASEMENT LIMITS. ADJUST SIDE SLOPES AS REQUIRED TO
PROVIDE 12" DEEP SWALE @ CENTER TO MATCH EXISTING
GRADE @ T.O.B.VARIES12" MIN.MATCH EXIST. GRADEMATCH EXIST. GRADE
SPECIAL NOTE:
SECTION B-B
SWALE IMPROVEMENTS
N.T.S.
PROPERTY LINE
2.3'
24" TYPE I PIPE
INCERASE WIDTH TO 4' AT STRUCTURE LOCATIONS
ADJUST SIDE SLOPES AS REQUIREDSPECIAL NOTE FOR TYPE I PIPE OPTIONS:
1)CLASS IV RCP
2)ADS N12 w/ MIRAFI 140 N JOINT WRAP.
BACKFILL IN 6" LIFTS. BEDDING &
BACKFILL SHALL BE IN ACCORDANCE
WITH MANUFACTURERS
SPECIFICATIONS.
3)PVC DR18 C905 BEDDED &
BACKFILLED IN ACCORDANCE WITH
COLLIER COUNTY UTILITY
SPECIFICATIONS.
MODIFIED TYPE "C" BUBBLER INLET DETAI L
N.T.S.
25'-0"
MINIMUM TAPER
NOTES:
1.ALL MODIFIED PROCTOR AND DENSITY TESTS SHALL BE TAKEN
BY A CERTIFIED LABORATORY.
2.ALL TESTS SHALL BE COMPLETED AND SHALL MEET MINIMUM DENSITY
REQUIREMENTS PRIOR TO ADDITIONAL BACKFILLING.
3. RIGHT-OF-WAY PERMIT STIPULATIONS OVERRIDE THIS DETAIL WHERE
TRENCH IS LOCATED WITHIN A COUNTY RIGHT-OF-WAY.
UNLESS OTHERWISE
SPECIFIED (TYP)
TRENCH BACKFILLED IN
9" COMPACTED LIFTS
98% DENSITY REQUIRED.
MINIMUM OF ONE (1) TEST
REQUIRED PER LIFT PER LANE
(MINIMUM LBR 40)
EXISTING BASE
25'-0"
MINIMUM TAPER
1'-6"1'-6"1'-0"TRENCH BACKFILLED TO LEVEL ONE (1)
FOOT ABOVE PIPE CABLE, OR CONDUIT
IN 6" COMPACTED LIFTS (CLASS B - BEDDING
REQUIRED)
COMPACTED GRANULAR
MATERIAL
PIPE, CABLE, OR CONDUIT
TRENCH WIDTH
*TRENCH WIDTH = PIPE OUTSIDE DIAMETER PLUS 2 FEET10"MINIMUMLIMEROCK BASE COMPACTED IN
6" LIFTS 98% DENSITY REQUIRED
(MINIMUM OF ONE [1] TEST REQUIRED
FOR EACH LIFT PER LANE).
ASPHALTIC BASE MAY BE
SUBSTITUTED FOR LIMEROCK BASE
(1/2" ASPHALT BASE EQUAL TO 1"
LIMEROCK BASE). USE ASPHALT BASE
COURSE TYPE I (FLORIDA D.O.T.
SECTION 280). MAXIMUM COMPACTED
THICKNESS SHALL NOT EXCEED 3
INCHES PER LIFT.
TRENCH WIDTH PLUS 3'-0"
SAWCUT
1 1/2" ASPHALT OVERLAY
TYPE S
ASPHALTIC CONCRETE THICKNESS
TO BE SAME AS ADJACENT ROADWAY
(MINIMUM THICKNESS 1")
VARIES*
4" MINIMUM
NTS REVISED: DECEMBER 2007
UNDISTURBED AREAUNDISTURBED AREA
PIPE BEDDING
(SEE NOTE 2)
FIRST STAGE
SECOND STAGE
THIRD STAGE
TRENCH BACKFILL TO LEVEL OF
ONE FOOT ABOVE TOP OF PIPE IN
6" COMPACTION LIFTS
TRENCH BACKFILL IN COMPACTED
MAXIMUM 12" LIFTS TO A 98% REQUIRED
DENSITY
PIPE
NTS
TRENCH
LIMITS
1'-0"
MINIMUM
OUTSIDE
DIAMETER
1'-0"
MINIMUM 1'-0"REVISED: APRIL 2006
NOTES:
1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED
FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS
SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM,
SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED
MATERIAL. REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL
REQUIREMENTS.
2.IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM
OF A 6" PIPE BEDDING SHALL BE USED.
WHERE ANY TRENCH OCCURS IN AN
UNSURFACED AREA, THE THIRD
STAGE OF BACKFILLING SHALL
EXTEND TO THE FINISHED GRADE.
*
SWALE IMPROVEMENTS WORK SHALL REMAIN WITHIN THE
EASEMENT LIMITS. ADJUST SIDE SLOPES AS REQUIRED TO
PROVIDE 12" DEEP SWALE @ CENTER TO MATCH EXISTING
GRADE @ T.O.B.
SPECIAL NOTE:
Date:
Reviewed and Approved For:
Permit Issuance
PL20180000896 4/23/2018
16.C.6.b
Packet Pg. 1212 Attachment: Approved Construction Plans 031218 Certified - Apr 23 2018 12-21-17 (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial Drainage Project)
16.C.6.cPacket Pg. 1213Attachment: Lake Trafford Memorial Gardens Bid Tab (5930 : Recommendation to Award Work Order and
WORK ORDER/PURCHASE ORDER
Contract | 4-6213 "LJnderground Utility Contractors"
Contract Expiration Date: July 7. 2018
This Work Order is for Underground Utility Contractor Services for work known as:
Project Name: Lake Trafford Memorial Gardens Drainage Improvements
Project No.: 52525
The work is specified in your Firm's proposal dated May 25,2018. It is attached hereto and made apart of this
Work Order. In accordance with Terms and Conditions of the Agreement referenced above, this Work
Order/Purchase Order is assigned to: Quality Enterprises USA,Inc.
Scope of Work:
Task -1 Lake Trafford Drainage Improvements
Specified in ABB's permitted plans and specifications
Unforeseen conditions
Schedule of Work: Begin work once a Notice to Proceed (NTP) is issued. Complete all work within 90 days
from the date of the NTP which is accompanying this fully executed Work Order. The Contractor agrees
that any Work Order time that extends beyond the expiration date of Agreement # 14-6213 will survive and
remain subject to the terms and conditions of that Agreement until the completion or termination of this Work
Order.
Compensation: In accordance with the Agreement referenced above, the County will compensate the Firm in
accordance with following method(s): X Quoted Lump Sum (QLS)Sum
(LS+RC) Xtime & Material (T&M) (established hourly rate - Schedule A)
provided in the attached proposal.
Task -2
Task I
Task 2
PREPARED BY:\)rv#N-
Lake Trafford Drainage Improvements
Unforeseen Conditions
$t82,965.26
$30,000.00
Total $212,965.26
Plus Reimbursable Costs
Plus Fixed Fee (CPFF), as
LS
T&M
0513U2018
Claude Nesbitt, Project Manager
Facilities Management Division
MBA, Sr. Operations Analyst
Date
b lrq lMREVIEWED BY:
Management Division
Date
Page I of2
16.C.6.e
Packet Pg. 1214 Attachment: WO QE Lake Trafford (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial
Project Name: Lake Trafford Memorlal Gardens Dralnage Improvcments
ProjectNo.: 52525
RBVTEWED BY:
Margaret P.8., Principal Manager
Facilities Management Division
REVIEWED BY:
Carballo, CPM, Managor
Management Division
APPROVED BY:
DanRodriguez CPM,Head
Public Utilities
ACCBPTED BY: Quality Enterpr.ises USA,Inc.
Allison Munell,
By the signature below, the Fimr (including employees, officerc and/or agents) certifies, and hereby discloses,
tltat, to the best of their knorvledge and beliei all relevant facts concerning past, present, or currntly plalned
interest or activity (financial, contractual, organizational, or othenrise) which r.elates to the proposed ivork; and
bear on whether the Fimr has a potential conflict have been fully disctosed.
AdditionallS the Firm_agrees to nolify the Plocurement Director, in rvriting rvithil 48 hours of learning of any
actual or potential conflict of intcrest that arises during the Work Order and/or project duration.
6 -ts -tY
Date
6,/3, la
Date
Date
Date
Page? ofZ
/ z.';-"-4-f
. 6-/3-',
16.C.6.e
Packet Pg. 1215 Attachment: WO QE Lake Trafford (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial
IN WITNESS WHEREOF, the parties hereto, have each, respectively, by an authorized person or
agent, have executed this Work Order on the date and year first written below.
ATTEST: Laird A. Lile, Interm
Clerk of the Circuit Court and
Comptroller.
By: ________ _
Dated: --------(SE AL)
Maritza Lora
tType/print witness name t
-----�-
BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA
By: ________ _ Andy Solis, Esq. Chairman
Page 1 of 1
--------------------------
16.C.6.e
Packet Pg. 1216 Attachment: WO QE Lake Trafford (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial
ITEM DESCRIPTION QUANTITY UNIT UNIT COST SUBTOTAL UNIT COST SUBTOTAL UNIT COST SUBTOTAL
1 6" Thick Concrete Sidewalk (with base)10 SY 40.00$ 400.00$ 187.50$ 1,875.00$ (147.50)$ (1,475.00)$
2 Bahia Sod (includes all swale restoration areas & staging area)3,390 SY 2.50$ 8,475.00$ 2.92$ 9,898.80$ (0.42)$ (1,423.80)$
3 Pavement Restoration 32 SY 30.00$ 960.00$ 431.25$ 13,800.00$ (401.25)$ (12,840.00)$
4 Erosion Control 1 LS 3,000.00$ 3,000.00$ 3,150.00$ 3,150.00$ (150.00)$ (150.00)$
Subtotal 12,835.00$ Subtotal 28,723.80$ Subtotal (15,888.80)$
ITEM DESCRIPTION QUANTITY UNIT UNIT COST SUBTOTAL UNIT COST SUBTOTAL UNIT COST SUBTOTAL
5 Type "C" Inlet 2 EA 3,000.00$ 6,000.00$ 2,615.00$ 5,230.00$ 385.00$ 770.00$
6 Type "C" Modified Bubbler Inlet 2 EA 3,500.00$ 7,000.00$ 2,768.71$ 5,537.42$ 731.29$ 1,462.58$
7 Type "E" Inlet 2 EA 4,500.00$ 9,000.00$ 3,534.56$ 7,069.12$ 965.44$ 1,930.88$
8 24" RCP 203 LF 68.00$ 13,804.00$ 92.99$ 18,876.97$ (24.99)$ (5,072.97)$
9 24" Type I 441 LF 68.00$ 29,988.00$ 108.26$ 47,742.66$ (40.26)$ (17,754.66)$
10 Swale Restoration (grading)2425 LF 7.00$ 16,975.00$ 9.28$ 22,504.00$ (2.28)$ (5,529.00)$
11 Existing Internal Site Road Culvert Crossing & Inlet cleaning 3 EA 200.00$ 600.00$ 225.00$ 675.00$ (25.00)$ (75.00)$
12 Existing Roadside CMP Culvert Sedment Removal 8 EA 200.00$ 1,600.00$ 228.13$ 1,825.04$ (28.13)$ (225.04)$
Subtotal 84,967.00$ Subtotal 109,460.21$ Subtotal (24,493.21)$
ITEM DESCRIPTION QUANTITY UNIT UNIT COST $SUB TOTAL $UNIT COST $SUB TOTAL $UNIT COST SUBTOTAL
13 Mobilzation, Survey, Testing, Insurance, Bonds 1 LS 20,000.00$ 20,000.00$ 35,031.25$ 35,031.25$ (15,031.25)$ (15,031.25)$
14 Pre & Post Construction Video 1 LS 2,200.00$ 2,200.00$ 937.50$ 937.50$ 1,262.50$ 1,262.50$
15 Maintain Record Drawings/As-Built Survey 1 LS 4,500.00$ 4,500.00$ 1,500.00$ 1,500.00$ 3,000.00$ 3,000.00$
16 Maintenance of traffic 1 LS 2,000.00$ 2,000.00$ 2,750.00$ 2,750.00$ (750.00)$ (750.00)$
17 Offsite Maintenance (swale)1 LS -$ -$ 4,562.50$ 4,562.50$ (4,562.50)$ (4,562.50)$
Subtotal 28,700.00$ Subtotal 44,781.25$ Subtotal (16,081.25)$
17 Unforseen Conditions (20% of total)1 LS 25,300.40$ 25,300.40$ 30,000$ 30,000$ (4,700)$ (4,699.60)$
Total 151,802.40$ Total 212,965.26$ Total (61,162.86)$
DRAINAGE SYSTEM
MISC. ITEMS
AB B QE AB B vs QE
PAVING & GRADING
16.C.6.f
Packet Pg. 1217 Attachment: Copy of Comparison OPC vs Bid (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford
K:\2017\17-0130 Lake Trafford Memorial Gardens\Correspondences\Documents\Bid Tabulation\QE Award Recommendation.docx
July 2, 2018
Via email to Linda.Best@colliercountyfl.gov
Claude Nesbitt, Project Manager
Collier County Facilities Management Division
Facilities Capital Construction and Renovation Department
3335 Tamiami Trail East, Suite 101
Naples, FL 34112
Re: Lake Trafford Memorial Gardens Drainage Improvements
ABB PN 17-0130
Dear Mr. Nesbitt:
We are in receipt of the bid tabulation prepared by your office on May 25, 2018. The apparent
low bidder, as verified by the spreadsheet, was Quality Enterprises with a bid of $212,965.26. Our
firm has significant experience with QE and, based on their past performance, are of the opinion
that they can adequately execute the contract.
Based on the information provided, we recommend that Collier County award the construction
contract to Quality Enterprises USA, Inc. for the bid amount.
Should there be any questions, please feel free to contact our office.
Sincerely,
AGNOLI, BARBER & BRUNDAGE, INC.
Dominick J. Amico
Dominick J. Amico, Jr., P.E.
President & Project Engineer
DJA/drr
16.C.6.g
Packet Pg. 1218 Attachment: QE Award Recommendation (5930 : Recommendation to Award Work Order and Budget Amendments for Lake Trafford Memorial