HomeMy WebLinkAboutAgreement_General_8/20/2021_Inland GradingVillage
345 Tequesta Drive
Tequesta, FL 33469
of Tequesta
To: Jeremy Allen -Village Manager
Through: Matthew Hammond - Utilities Director
From: David Tinoco - Distribution Superintendent
Date: August 20, 2021
Re: Bioswale Installation - Recommendation of Award
561-768-0700
www.tequesta.org
Beginning in Fiscal Year 20 the Utility Department has been retrofitting existing swales within
Village right-of-ways with bioswales to improve drainage and nutrient removal. The areas
selected for this work has initially been locations that experience localized ponding during high
rain events. The next phase of areas identified for bioswale retrofit are on Beacon Street
(between Cedar Ave and Seabrook Rd), Riverside Drive (near Tequesta Dr) and on Fairview East.
To complete this work quotes were requested from qualified contractors to install approximately
347 linear feet of bioswale at these locations. Note that all quotes include course gravel,
engineered biosoil, drainage pipe and filter fabric to be provided by the Village. Three vendors
responded (Inland Grading, Sunshine Land Design and Shenandoah General Construction) with
Eddie Huggins Land Grading declining due to work load. Each quote was reviewed by Utilities
staff for adequacy and the tabulation of quotes is below:
VENDOR
SCOPE
QUOTES
NOTES
Inland Grading, Inc.
Install "347 LF of Bioswale
$15,615.00
Sunshine Land Design
Install -347 LF of Bioswale
$19,501.28
Shenandoah
Install -347 LF of Bioswale
$24,834.00
Eddie Huggins Land
Grading
Install -347 LF of Bioswale
Declined due to heavy
current work load
After evaluation of the submitted proposals, Utilities staff recommends the project be awarded
to Inland Grading, Inc. in the amount of $15,615.00. Inland Grading successfully completed the
previous phase of bioswale retrofits earlier this year. The approved Fiscal Year 21 Stormwater
Enterprise Fund budget includes $56,000 for swale restoration projects, $30,000 of which coming
from a Florida Department of Environmental Protection Non -Point Source grant.
Vice -Mayor Kyle Stone Mayor Frank D'Ambra, III
Council Member Bruce Prince
Council Member Laurie Brandon
Council Member Molly Young
Village Manager Jeremy Allen
ADDITIONALS
INCLUSIONS
EXCLUSIONS
1 BLASTING, CHIPPING, BREAKING OF GROUND
2 NO MATERIALS PROVIDED, UNLESS SPECIFIED ABOVE
3 NO MATERIAL TO BE HAULED ON / HAULED OFF, UNLESS SPECIFIED
4 PERMITS, METER(S) OR CONNECTION FEES, TO BE PAID/PROVIDED BY OTHERS
5 EXCAVATION/REPLACEMENT OF SUBGRADE, UNLESS SPECIFIED
6 FINISH GRADING, UNLESS SPECIFIED ABOVE
7 WELL POINT DEWATERING SYSTEM
8 REMOVAL OF ANY CONTAMINATED SOILS / MATERIALS
9 DENSITY TESTING, TO BE PROVIDED, USING JOB'S GEOTECH ENGINEER
10 SURVEYING AND AS BUILTS, TO BE PERFORMED BY JOB SITE SURVEYOR, BY OTHERS
11 UTILITY LINES OTHER THAN QUOTED
12 SOIL STABILIZATION, UNLESS SPECIFIED ABOVE
13 LANDSCAPING OF ANY KIND
PAYMENTS
TO BE BILLED UPON COMPLETION OF WORK
All material is guaranteed to be as specified, and the above work to be performed in accordance with the
drawings and specifications submitted and completed in a substantial workmanlike manner for the sum of
BASED ON LINEAR FOOTAGE INSTALLED @ $45A
Payments to be made by invoice as work progresses using breakdown above.
Invoices over 30 days past due are subject to 1 112% monthly interest.
Any alteration or deviation from above specifications involving extra
cost, will be executed only upon written orders, and will become an
extra charge over and above the estimate. All agreements contingent
upon strikes, accidents or delays beyond our control. Owner to carry
fire, tornado, and other necessary insurance upon above work.
General Liability and Workmen's Compensation Insurance on above
work to be take out by Inland Grading, Inc.
Respectfully Submitted,
Mark Helle President
Note - Proposal valid for 30 days
Acceptance of Proposal
The above prices, specifications and conditions are satisfactory and are hereby accepted.
You are authorized to do the work, as specified. Payment will be made as outlined above.
Date Signature
(Page 2, 2)
BLIP Standards and Specifications
aZAN-our / "4 NATIVE GRASSES, HEBH.+CECUS
PLANTS, AND 54-RLLSS MULCH
1 .� � PRETREAT
�D� ��' NN�� �yUNDERORA1N
Coll- ,;72- 32-AMTRAT
Noretention
BIOSOIL MEDIA(�rd;'�j,�..";.�
1
1
J
1 UNDERDRAIN PIPE
_ 1
Figure 2.1. Traditional Bioretention L nderdrain Design
NATIVE $BASSES, HERBACEOUS
PLANTS, AND SHRUBS \
PRETREATMENT
FbOT A).. _H L41,-1 n
IldTrLZtv�O1Q'SOAtP ` -
004L5E tk(04
1 .��
MULCH
f:uvf� �cz
Figure 2.2. Traditional Bioretention Infiltration Design
7'3, 2014 3.06.2.2-_'
Page 2 of 7
Location
Approximate
Price Per LF
Price Per LF
Linear Feet
Underdrain
Infiltration
Design
Design
Beacon Street — Map 1
142
Riverside Drive — Map 3
105
147 Fairview W & 152
100
Fairview E — Map 6
Page 4 of 7
Riverside Drive - Map 3
512&2021, 2:41:29 PM 1:564
Storrnwater Structures o Gal 001 0.D2 ml
Inlet a a.01 a.a1 003 Km
Stom water Gravity Main
Palm Beach County - Service Area Parcels
Potable Water Service Boundary
City Boundary
�_— Service Area Boundary
E>i, HERE, G min, ,PC, Stdh�d Fbnds, Miim, MluonR
vlYpe d Taimw
Slated Fiw" Maour, Mtrmft I EMR HEAE Cumin, PC I
Page 6 of 7