Agenda 06/25/2013 Item #16A106/25/2013 16.A.10.
EXECUTIVE SUMMARY
Recommendation to approve the standard form Construction and Maintenance and Escrow
Agreement and the amount of the security for road and utility improvements required by the
Hacienda Lake Planned Unit Development Ord. No. 11 -41.
OBJECTIVE: To have the Board of County Commissioners (Board) approve the Construction,
Maintenance and Escrow Agreement so that the County has sufficient security to assure that the
project is constructed per the plans and specifications.
CONSIDERATIONS: The Transportation Engineering and Construction Management
Department has completed the review of the construction drawings and specifications for
roadway and utility improvements at the Collier Boulevard and Rattlesnake Hammock Road
intersection and an adjacent bridge over the Collier Boulevard canal in accordance with
Ordinance 11-41 (the approved Hacienda Lakes PUD document). These improvements shall be
completed within public right -of -way in accordance with Collier County Right -of -Way Permits
#PRROW2013040798201 and #PRROW2012081809401. All applicable permit review fees
have been paid. Security in the amount of 110% of the estimated costs of the required
improvements, together with a Construction and Maintenance and Escrow Agreement for the
Improvements, has been provided and accepted by staff and the County Attorney's office.
le� The project cost is $1,819,297.18 (estimated) to be borne by the developer. The Security
amount, equal to 110% of the project cost, is $2,001,226.99.
Right -of -Way Permit Fees in the total amount of $6,000 have been collected.
The breakdown is as follows:
a) Right -of -Way Permit Review Fee for Construction $4,000
b) Right -of -Way Permit Review Fee for Directional Bore $2,000
FISCAL IMPACT: Fees of $6,000 collected for review and inspection along with security in
the amount of $2,001,226.99.
GROWTH MANAGEMENT IMPACT: None
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and
requires a majority vote for Board approval. -HFAC
RECOMMENDATION: To have the Board approve the Construction, Maintenance and
Escrow Agreement and accept security in the amount of $2,001,226.99:
Prepared by: Reed Jarvi, Transportation Planning Manager, Engineering Services, Growth
Management Division, Planning and Regulation
110'� Attachments: Construction, Maintenance and Escrow Agreement
Packet Page -474 -
6/25/2013 16.A.10.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.10.
Item Summary: Recommendation to approve the standard form Construction,
Maintenance and Escrow Agreement for road and utility improvements required by the
Hacienda Lake Planned Unit Development Ord. No. 11 -41.
Meeting Date: 6/25/2013
Prepared By
Name: JarviReed
Title: Transportation Planning Manager, GMD
6/3/2013 3:39:12 PM
Submitted by
Title: Transportation Planning Manager, GMD
Name: JarviReed
6/3/2013 3:39:14 PM
Approved By
Name: PuigJudy
Title: Operations Analyst, GMD P &R
Date: 6/7/2013 8:42:48 AM
Name: MarcellaJeanne
Title: Executive Secretary,Transportation Planning
Date: 6/13/2013 8:33:10 AM
Name: AshtonHeidi
Title: Section Chief/Land Use- Transportation,County Attor
Date: 6/14/2013 9:33:22 AM
Name: KlatzkowJeff
Title: County Attorney
Date: 6/14/2013 9:50:03 AM
Packet Page -475-
Name: FinnEd
Title: Senior Budget Analyst, OMB
Date: 6/14/2013 11:57:40 AM
Name: OchsLeo
Title: County Manager
Date: 6/15/2013 1:02:36 PM
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6/25/2013 16.A.10.
6/25/2013 16.A.10.
CONSTRUCTION, MAINTENANCE AND ESCROW AGREEMENT FOR IMPROVEMENTS WITHIN THE
COLLIER COUNTY RIGHT -OF -WAY
THIS CONSTRUCTION, MAINTENANCE AND ESCROW AGREEMENT FOR IMPROVEMENTS WITHIN THE
COLLIER COUNTY RIGHT -OF -WAY entered into this day of , 2013 between Hacienda
Lakes of Naples, LLC hereinafter referred to as "Developer", the Board of County Commissioners of
Collier County, Florida, hereinafter referred to as the 'Board" AND Coleman, Yovanovich& Koester, P.A.
(hereinafter "Escrow Agent").
RECITALS:
1) Developer is required to construct utility and road improvements at the Collier Boulevard
Rattlesnake Hammock Road intersection and an adjacent bridge over the Collier Boulevard
Canal in accordance with Ord. No. 11-41 (the Hacienda Lakes Planned Unit Development).
2) Developer has, simultaneously with the delivery of this Agreement, applied for the approval of
certain road and utility improvements at the Collier Boulevard and Rattlesnake Hammock Road
intersection and adjacent bridge over the Collier Boulevard canal in accordance to Ordinance
11-41. The required improvements as defined in the cost estimates attached as Exhibit A
(hereinafter "Required Improvements ") shall be constructed in accordance with the plans and
specifications as approved by Collier County Right -of -Way Permits #PRROW2013040798201 and
#PRROW2012081809401.
3) Section 1. Hof the Construction Standards Handbook for work within the Public Right -of -Way,
as well as Art. IV of the Code of Laws and Ordinances of Collier County, Florida requires the
Developer to provide appropriate guarantees for the construction and maintenance of the
Required Improvements.
4) Escrow Agent has entered into a construction escrow agreement with Developer (the "Escrow
Agreement") to fund the cost of the Required Improvements.
5) Developer and the Board have acknowledged that the amount Developer is required to
guarantee pursuant to this Agreement is $2,001,226.99, and this amount represents 110% of
the Developer's engineer's estimate of the construction costs for the Required Improvements.
NOW, THEREFORE, in consideration of the foregoing premises and mutual covenants hereinafter set
forth, Developer and the Board do hereby covenant and agree as follows:
1. Developer will cause to be constructed the Required Improvements pursuant to specifications
that have been approved in the above- referenced right -of -way permits within twelve (12)
months from the date of approval of this agreement.
2. Developer hereby authorizes Escrow Agent to hold in escrow $2,001,226.99 from the Escrow
Agreement, in escrow, pursuant to the terms of this Agreement.
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6/25/2013 16.A.10.
3. Escrow Agent agrees to hold in escrow $2,001,226.99 from the Escrow Agreement, to be
disbursed only pursuant to this Agreement. Escrow Agent acknowledges that this Agreement
shall not constitute a draw against the Escrow Agreement fund, but that only such funds as are
actually disbursed, whether pursuant to this Agreement or a provision of the Escrow
Agreement, shall accrue interest.
4. The escrowed funds shall be released to the developer only upon written approval of the County
Manager or his designee who shall approve the release of the funds on deposit not more than
once a month to the Developer, in amounts due for work done to date based on the percentage
completion of the work multiplied by the respective work costs less ten percent (10%); and
further, that upon completion of the work, the County Manager or his designee may approve
the release of any remainder of escrowed funds, less ten percent (10 %) for a minimum period of
one (1) year pursuant to Paragraph 10 of the Agreement.
However, in the event that Developer shall fall to comply with the requirements of this
Agreement, then the Escrow Agent agrees to pay to the County immediately upon demand the
balance of the funds held in escrow by the Escrow Agent, as of the date of the demand, provided
that upon payment of such balance to the County, the County will have executed and delivered to
the Escrow Agent in exchange for such funds a statement to be signed by the County Manager or
his designee to the effect that:
(a) Developer for more than sixty (60) days after written notification of such failure
has failed to comply with the requirements of this Agreement,
(b) The County, or its authorized agent, will complete the work called for under the ^
terms of the above - mentioned contract or will complete such portion of such work
as the County, in its sole discretion shall deem necessary in the public interest to
the extent of the funds then held in escrow;
(c) The escrow funds drawn down by the County shall be used for construction of the
Required Improvements, engineering, legal and contingent costs and expenses, and
to offset any damages, either direct or consequential, which the County may sustain
on account of the failure of the Developer to carry out and execute the above -
mentioned development work; and
(d) The County will promptly repay to the Escrow Agent any portion of the funds drawn
down and not expended in completion of the said development work.
5. Written notice to the Escrow Agent by the County specifying what amounts are to be paid to
the Developer shall constitute authorization by the County to the Escrow Agent for release
of only those specified funds to the Developer. Payment by the Escrow Agent to the
Developer of the amounts specified in a letter of authorization by the County to the Escrow
Agent shall constitute a release by the County and Developer of the Escrow Agent for the
specified funds disbursed in accordance with the letter of authorization from the County.
6. The Required Improvements shall not be considered for preliminary approval until a
statement of substantial completion by Developer's engineer along with the final project
records have been furnished to be reviewed and approved by the County Manager or his
designee for compliance with the Construction Standards Handbook for work within the
Public Right -of -Way and Art. IV of the Code of Laws and Ordinances of Collier County.
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6/25/2013 16.A.10.
7. The County Manager or his designee shall, within sixty (60) days of receipt of the
statement of substantial completion, either: a) notify the Developer in writing of his
preliminary approval of the improvements; or b) notify the Developer in writing of his
refusal to approve the improvements, therewith specifying those conditions which the
Developer must fulfill in order to obtain the Director's approval of the Required
Improvements. However, in no event shall the County Manager or his designee refuse
preliminary approval of the Required Improvements if they are in fact constructed and
submitted for approval in accordance with the requirements of this Agreement.
Should the funds held in escrow be insufficient to complete the Required
Improvements, the Board, after duly considering the public interest, may at its option
complete the Required Improvements and resort to any and all legal remedies against the
Developer.
9. Nothing in this Agreement shall make the Escrow Agent liable for any funds other than
those placed in deposit by the Developer in accordance with the foregoing provisions;
provided, that the Escrow Agent does not release any monies to the Developer or to any
other person except as stated in this Escrow Agreement to include closing the account,
or disbursing any funds from the account without first requesting and receiving written
approval from the County.
10. The Developer shall maintain all Required Improvements for one year after preliminary
approval by the County Manager or his designee. After the one year maintenance period by
the Developer and upon submission of a written request for inspection, the County
Manager or his designee shall inspect the Required Improvements and, if found to be still
in compliance with the Code as reflected by final approval by the Board, the Escrow
Agent's responsibility to the Board under this Agreement is terminated. The
Developer's responsibility for maintenance of the Required Improvements shall continue
unless or until the Board accepts maintenance responsibility for and by the County.
11. All of the terms, covenants and conditions herein contained are and shall be binding upon the
Developer and the respective successors and assigns of the Developer.
IN WITNESS WHEREOF, the Board and the Developer have caused this Agreement to be
executed by their duly authorized representatives this day of .2013.
Attest:
DWIGHT E. BROCK, Clerk
0
Deputy Clerk
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By:
Packet Page -479-
GEORGIA A. HILLER, Chairwoman
SIGNED IN THE PRESENCE OF:
Ohns4int M`�Fc4r-icloc
Printed Name
Signature
V11
Printed Name
Sigh-a—ture
SIGNED IN THE PRESENCE OF:
'hr154iix— MsFe-,�,cjg
Printed Name
Signature
I
Printed Name
Signature
Approved as to form
and legal sufficiency:
Assistant County Attorney
Haciend Lak Na a LL
BY:
6/25/2013 16.A.10.
Coleman, Yovanovich & Koester, P.A
Richard D. Yovanovich
Title
Packet Page -480-
INC.
f( Planning
Visualization
(7 0 N S U L'1' t N (i Civil Engineering
Z t T Tl 3 Surveying & Mupping
6/25/2013 16.A.10.
Project
Rattlesnake Water Main Replacement
Proj. #:
050116.00.03 Task #
Calculated By:
DRN Date: 4- Apr -13
Checked By:
JAZ Date:
Preliminary Opinion of Probable Cost
Rattlesnake Crossing Water Main Replacment
Based on revised plan "Off -site Water Main Relocation Plan & Profile" 04-08 -2013.
Item No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Description
Unit
Ouantity
Unit Price
Extended Price
Mobilization
LS
1
$2,500
$2,500
Maintenance of Traffic
LS
1
$1,500
$1,500
Staked Silt Fence (Incls. Maintenance)
LF
400
$2
$600
Connect to Existing 24" wt 90' Bend (Eastside)
EA
1
$2,500
$2,500
Directional Drill 24" HDPE Without Casing
I.F
320
5180
$57.600
Install 24" HDPE/ Open -Cut
LF
203
$84
$16,951
Fittings 90 Degree Bends
EA
2
$3.280
$6.560
Fittings 2l 45' Bends & I1 11.25' Bend
EA
3
$3,280
$9,840
Install 42" Casing Under Pavement( Open -cut
LF
20
$78
$1,560
Restraining Joints (24" PVC)
EA
14
$540
$7,560
Abandon Existing 24" W. M. with Flowable Fill
LF
433
$11
$4,547
ARV -
EA
2
$1,800
$3,600
Fine Grading
SY
650
$2
$975
Sodding (Regular) - Bahia
SY
650
$2
$975
24" Gate Valve & Vault
EA
1
$1.3,000
$13.000
Connect 24" HDPE to 24" PVC !a? Canal Bank)
LF
24
$88
$2,112
Furnish, Drive & Pull Steel Sheeting( 30'x 10')
SF
2.400
$8
$18,600
Sub -Total !.
Contingency (10% of Total) $15,098
Total
Disclaimer:
This document represents our opinion of the probable cost of the construction based on the referenced documents and nationally
published construction cost guidelines and available information on local markets conditions. This estimate can provide guidance for
your decision- making, however it is not intended to be a guarantee of the acutal cost of a project. Frequent fluctuations in labor and
building material costs, as well as the local bid climate, can substantially alter the construction cost of an individual project. The final
determination of building cost is made through the bidding process with a contractor.
K: \2005 \050150.06.06 Hacienda Lakes Phi Intersection Grading \0002 Opinions of Probable Cost \2013 -04 -04 Water Main OPC
Revised \2013 -04 -08 Rattlesnake Water Main Replacement OPC.xIs
Packet Page -481-
6/25/2013 16.A.10.
IN
"DIX TA
INC
zatian
CONSULTING Civil Engineering
Z L f VA. 1 Surveying & Mapping
HACIENDA LAKES PH 1 INTERSECTION
PHASE ONE
PRELIMINARY OPINION OF PROBABLE COST
SUMMARY
PAVING, CURB, SWK, SIGNALS AND SIGNING /MARKINGS $377,529.68
STORM DRAINAGE $15,648.00
SANITARY SEWER $73,380.00
BRIDGE $1,201,76050
TOTAL $1,668.318.18
CONTINGENCY (110% of TOTAL) $1,835,149.99
Disclaimer:
This document represents our opinion of the probable cost of the construction based on the
referenced documents and nationally published construction cost guidelines and available
information on local market conditions. This estimate can provide guidance for your decision -
making, however it is not intended to be a guarantee of the actual cost of a project. Frequent
fluctuations in labor and building material costs, as well as the local bid climate, can substantially
alter the construction cost of an individual project. The final determination of building cost is
made through the bidding process with a contractor.
\iTCS.$ Etta' IiRVhW' LlFawat. amVtgweiEiwimda1 :eLraUiarttwvkcl6moaclRwd(:oiLe- Blwl hteneaimNCA"i -m 1...-Pd1intassluei Yk'Gd1L!(1 -2U13 5/10,'20I3
swmuff) 1 of 7 3:16 PM
1
EXHS[T A page 2 of
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6/25/2013 16.A.10.
INC.
Planning
Visualization
CONSULTING Civil Engineering
i 1 t VA. JL Surveying & Mapping
HACIENDA LAKES PH I INTERSECTION
PRELIMINARY OPINION OF PROBABLE COST
Project #: 050150.06.06
Date: May 7, 2013
Estimated By: Doyle Nichols & Mica Jackson
Checked By: Norm Trebilcock
SANITARY SEWER
10" DIP Force Main (Open Cut)
DESCRIPTION
UNIT
QUANTITY
UNIT
EXTENDED
1 $3,500.00
$3,500.00
Flowable Fill Encasement
CY
COST
COST
10" DIP Force Main (Open Cut)
LF
245 $52.00
$12,740.00
Tie -into Existing Force Main
LS
1 $3,500.00
$3,500.00
Flowable Fill Encasement
CY
153 $180.00
$27,540.00
Utility Conflicts & Crossings
LF
7 $3,200.00
$22,400.00
A.R.V.
EA
1 $1,800.00
$1,800.00
10" DIP Fittings
EA
12 $450.00
$5,400.00
I TOTAL � $73,380.00
cry MRVEMn.t."�T—U46-- t-w.T.m iinm .k Road c.U- »huth%�—VWXm i..k«Pb1"— CWC —W_H� ou 5/102013
I Ar^ 3:16 PM
s s � EXHIBIT A facie, 3 of
Packet Page -483-
6/25/2013 16.A.10.
"DIXTINC.
Planning
Visualization
CONSULTING Civil Engineering
Z ♦L i Surveying & Mapping
HACIENDA LAKES PH 1 INTERSECTION
PRELIMINARY OPINION OF PROBABLE COST
Project #: 0501.50.06.06
Date: May 7, 2013
Estimated By: Doyle Nichols & Mica Jackson
Checked By: Norm Trebilcock
STORM DRAINAGE
DESCRIPTION
UNIT
I QUANTITY
UNIT
EXTENDED
EA
2 $4,200.00
$8,400.00
FDOT Index 250 Headwalls
COST
COST
$4,800.00
15" RCP
LF
51 $48.00
$2.448.00
Curb inlet FDOT Type 5
EA
2 $4,200.00
$8,400.00
FDOT Index 250 Headwalls
EA
2 $2,400.00
$4,800.00
TOTAL i $158.00
�1TC' 5E [tviXU7.m`{aenmstrrwas�sv4da�da LaWrR.nku�.le eimumuRaa Cali. land io�a c�iwi #�C�ihwe,.d.t..k�s Ptt 5110,2413
Storm Dmmge 3 d7 3:16 Phi
z
EXHIBIT A page 4 of 8
Packet Page -484-
6/25/2013 16.A.10.
INC.
'DIX TA Visualalizgation
CONSULTING Civil Engineering
T 11 1 Surveying & MaMing
HACIENDA LAKES PH 1 INTERSECTION
PRELIMINARY OPINION OF PROBABLE COST
Project #: 050150.06.06
Date: May 10, 2013
Estimated By: Doyle Nichols & Mica Jackson
Checked Bv: Norm Trebilcock
INTERSECTION IMPROVEMENTS
DESCRIPTION
UNIT
QUANTITY
UNIT
EXTENDED
Remove Existing Curb
LF
I
COST
I COST
Mobilization for Intersection Work
LS
1
$15,000.00
$15,000.00
Remove Existing Curb
LF
839
$2.25
$1,887.75
Replace Curb Type "F"
LF
858
$8.50
$7,293.00
Remove Existing Sidewalk
SY
694
$3.50
$2,429.00
Replace Sidewalk
SY
262
$34.00
$8,908.00
Saw Cut Existing
LF
256
$5.00
$1,280.00
Remove Guardrail
LF
370
$3.50
$1,295.00
Replace Guardrail
LF
263
$15.80
$4,155.40
Remove & Relay Brick pavers
SY
20
$8.40
$168.00
Embankment to Bridge Approach
CY
284
$6.50
$1,846.00
Milling Existing Asphalt (1.5 ")
SY
5.995
$1.34
$8,033.30
New Limerock Adjacent to Bridge
SY
226
$18.40
$4,158.40
mes stR��xvr>mrw�„» ,u .�. a� ixu .ter xu.a cam Ht a s„��x�wa��a. r Ph z 5110,2013
lmcrsteMn 1rWMVC"X*M5 4 of 7 3:16 PM
A
EXHIBIT A page 5 of 8
Packet Page -485-
Asphalt Overbuild w/ Structural Course
Asphalt 1.5" Superpave Course
Asphalt 1 .5" Friction Course
3.5" New Asphalt Adjacent to Bridge
1.5" Friction Course Adjacent to Bridge
Temp. Pav't Marking During Paving
Final Pavement Marking & Signage
Handicap Ramps w/ Truncated Domes
M.O.T. for Intersection Work
Signalization for Intersection
Staked Silt Fence
Floating Turbidity Barrier
Construction Staking
Remove Existing& Realign 10' Pathway
Alum. Ped./ Bicycle Picket Railing
Street Lighting System Modifications
(Poles 85 thru 88)
Valve, MH and Box Adjustments (20
count estimate)
6/25/2013 16.A.10.
TN
267
$98.00
$26,166.00
TN
422
$108.00
$45,576.00
TN
422
$115.00
$48,530.00
TN
65
$108.00
$7.020.00
TN
27
$115.00
$3,105.00
LF
13,960
$0.15
$2,094.00
LS
1
$27,440.08
$27,440.08
SF
330
$24.00
$7,920.00
LS
1
$55,800.00
$55,800.00
LS
1
$58,142.75
$58,142.75
LF
2,200
$1.50
$3,300.00
LF
100
$12.50
$1,250.00
LS
1
$5,500.00
$5,500.00
SY
222
$26.00
$5,772.00
LF
120
$58.00
$6,960.00
LS
1 $12,500.00
$12,500.00
LS 1 $4,000.00 $4,000.00
TOTAL $377,329.6$
vc� a5exvr�wea oa a :�r�ecc ua. mm
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]nter aim Itprovenwnts 5 of 7 3:16 PM
5
EXHIBIT A fuse 6 of
Packet Page -486-
6/25/2013 16.A.10.
Bid Item
Description
Unit
Quantity
Unit Price
Total
1011
Mobilizabon
LS
1
$5,615.00
$5.615.00
555 -1 -1
Directional Bore
LF
135
$21.45
$2,895.75
630 -1 -12
Conduit Underground
LF
900
$5.85
$5,265.00
632 -7 -1
Signal Cable
PI
1
$3,462.00
$3.462.00
635 -1 -11
Pull Box
EA
10
$331.00
$3,310.00
635 -1.40
IPull Box, Relocate
EA
4
1 $20800
$832.00
650 -51 -31
Traffic Si nal3 section 1 Way
AS
2
$1.000.00
$2,000.00
653 -191
Pedestrian Signal 1 Way
AS
2
$646.00
$1,692.00
653 -192
Pedestrian Signal 2 Way
AS
3
$1,638.00
$4,914.00
659 -1 -02
Back Plate
EA
18
$192.00
$3,456.00
659 -1 -07
Aluminum Pedestal
EA
6
$1,108.00
$6,648.00
663 -74-14
Vehicle Detector Pre Empt
EA
4
$3,338.00
$13.352.00
66511
Pedestrian Sutton
EA
8
$177.00
$1,416.00
670 -5-410
1 Controller Modify
AS
1
$2,346.00
$2,346.00
690 -10
IRemove Signal Head
EA
2
$54.00
$108.00
690 -100
Remove Miscellaneous
Pi
1
$215.00
$215.00
700 -48.12
Sign Panel Mast Arm Mount
EA
1
$400.00
$400.00
700.48 -60
Sin Panel Removal
EA
2
$108.00
$216.00
$58,142.75
+EsXHIRIT A nan€z 7 ref R
Packet Page -487-
ENGINEERS ESTIMATE - RATTLESNAKE HAMMOCK ROAD (CR 664) AND COLUER BLVD (CR 951)
INTERSECTION
PLANS
$ 237.25
41402
S 5.278,14
$ 1.69
ITEM NO. OTY
UNIT
ITEM DESRIPTION
S 2.47
S 318.63
CATEGORY 1- SIGNING AND PAVEMENT MARKINGS
700 -20-11
6 AS
SINGLE POST SIGN (LESS THAN 12 SF)
706-3
73 EA
RETRO REFLECTIVE PAVEMENT MARKERS
0711 1111
3717 NM
THERMOPLASTIC. STANDARD, YELLOW, SOLID. 6-
0711 1111
7061 LF
THERMOPLASTIC, STANDARD. WHITE, SOLID, 6"
07111112:
1030 LF
THERMOPLASTIC, STANDARD, WHITE, SOLID, 12'
0711 1112'
129 LF
THERMOPLASTIC, STANDARD. WHITE, SOLID, IT
D7111112!
1135 LF
THERMOPLASTIC, STANDARD, WHITE, SOUD, 24"
07111113'
0.53 GM
THERMOPLASTIC. STANDARD, WHITE, SKIP. 6", 10.30 SKIP OR 3-9 LANE DROP
0711 1115
1544 LF
THERMOPLASTIC, STANDARD, WHITE, DOTTED /GUIDEUNEi 6-10 GAP EXTENSION, 6"
0710 1116(
12 EA
PAINTED PAVEMENT MARKINGS, STANDARD. WHITE, MESSAGE
0711 1117(
6 EA
THERMOPLASTIC. STANDARD, WHITE, ARROW
CATEGORY I - SIGNING 6 PAVEMENT MARKINGS TOTAL
'TOTAL
7
EXHIBIT A page 8 of
Packet Page -488-
6/25/2013 16.A.10.
UNIT PRICE COST EST
S 25175
S 1.522.50
S 325
$ 237.25
S 1.42
S 5.278,14
$ 1.69
$ 11;933,09
$ 1.69
$ 1,740.70
S 2.47
S 318.63
S 144
$ 3,904.40
S 1,080.84
S 572.85
S 017
S 1,188.88
S 31.97
$ 383.64
S 60.00
Y 360.00
$ 27,440.08
5 27,440.08