HomeMy WebLinkAbout2007-151 WORK ORDER NUMBER 4
This Work Order Number 4 is entered into as of this day of
2004pursuant to that certain Continuing Contract Agreement for Prof s i nal Services
entered into as of April 6 , 2004 and amended effective April 7 , 2007 (as so amended , the
"Agreement') , by and between Indian River County, a political subdivision of the State of
Florida (" COUNTY") and Schulke , Bittle & Stoddard , L . L . C . ("CONSULTANT') .
The COUNTY has selected the Consultant to perform the professional services set
forth on Attachment 1 (Scope of Work) , attached to this Work Order and made part hereof
by this reference . The professional services will be performed by the Consultant for the
fee schedule set forth in Attachment 2 ( Fee Schedule ) , attached to this Work Order and
made a part hereof by this reference . T he Consultant will perform the professional
services within the timeframe more particularly set forth in Attachment 3 (Time Schedule) ,
attached to this Work Order and made a part hereof by this reference all in accordance
with the terms and provisions set forth in the Agreement . Pursuant to paragraph 1 .4 of the
Agreement, nothing contained in any Work Order shall conflict with the terms of the
Agreement and the terms of the Agreement shall be deemed to be incorporated in each
individual Work Order as if fully set forth herein .
IN WITNESS WHEREOF , the parties hereto have executed this Work Order as of
the date first written above .
CONSULTANT BOARD OF COUNTY COMMISSIONERS
Schulke , Bittle & Stoddard , L . L . C . OF INDIAN RIVER COUNTY
By /f,
Er/ wuaeF G yC : Wheeler'OC . airman
MA �4h »'Ei MEo �K BCC Approved Date : , May 1 , 2007
Date : 1{ 1Z5 lo ] Attest : JiKK64pn , Cleric of Court-r- •. ,
Deputy Clerk
Approved :
seph A. Baird , County Administrator
roved as to form and legal sufficiency :
ian E . Fell , As isa C unty Attorney
Attachment 1
(Scope of Work)
Scope of Services
Schulke, Bittle & Stoddard, L. L.C . will provide services including surveying,
geotechnical exploration, engineering design, hydraulic analysis/model of the Master
Planned 12" Water Main and future water main grid/network in Vero Lake Estates,
preparation of Construction Plans, preparation and submittal of permit applications,
construction administration and periodic construction field inspection for the proposed
project that will provide for the construction of approximately 24,930 If of 12" P. V . C .
and H .D .P.E . Master Planned 12" Water Main and associated appurtenances to be located
and constructed along the following route :
- Connection is made to a 20" D. I .P. water main at the southeast corner of
CR512 and 104'hAve . intersection.
- On 104'' Ave. ; from CR512 south 1300 if to 93 `d St.
- On 93rd St. ; from 104th Ave, east 3201f to 103 `d Ct.
- On 103`d Ct. ; from 93`d St. , south 2735 if to 891h St.
- On 89th St. ; from 103`d Ct. , west 335 If to 104th Ave .
- On 104th Ave. ; from 89th St. , south 66051f to 791h St.
- On 79th St. ; from 104th Ave, east 86501f to 9151 Ave .
- On 915` Ave. ; from 79th St. , north 4335 If to 85" Pl .
- On 85th Pl . ; from 915` Ave., east 650 if to 90th Ave (CR510)
- Connection is made to a 16" D. I .P . water main at the southwest corner of 85th
Pl. and 90th Ave (CR510) intersection.
See Exhibit "A" for location and Exhibit "B" for cost estimate.
The estimated construction cost of this project is $ 2 ,040,712.72.
In order to execute this project in the most cost effective manner with the most aggressive
schedule, Schulke, Bittle & Stoddard, L.L. C. is using the following sub-consultants:
• Houston, Schulke, Bittle & Stoddard, Inc. for the route survey.
• KSM Engineering & Testing, Inc. for soil boring and testing information.
Attachment 1
Work Order No. 4 with Schulke, Bittle & Stoddard, L.L.C .
Pg. 1 of I
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PROPOSED ARE - -
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PROPOSED NM
y 12 PVC
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2" MJGV
PROPOSED ARE
GRAPHIC SCALE 12 6' TEEG� Y"
0 200 400 BOD '.. '., :
( INFEET )
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MATCHLINE SHEET A3
A2 EXHIBIT ' A ' LSCHULKE , BITTLE & STODDARD L . L . C .
Sc.4I.F 1 :400 12 "
WATERMAIN CML & STRUCTURAL ENGINEERING LAND PLANNING ENVIRONMENTAL PERM1777NC
CERTIFICATION OF AUTHORIZATION NO 00008668
(ATTACHMENT 1 ) 111IND,ANRIVER BLVD . djnTLd0 vERu9EACH FLo,crA �2cK
TEL 7721770-9622 FAX 772 / 770-9496 EMAIL info@sbsengmeers con,
MATCHLINE SHEET A2
HRYPRAN?DASSEMBLY
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PIZOPOsEO wM
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- . -_ ti2" MJGV_ . . - .
_ _ . 2%61 CROSSES
r : PRQPOSED VAA
' - -- - - - - - - 12 PVC-- VIRECRONAL BORE
150 LF 99TH ST CANAL R/W
2'x6" IEE
PROPOSED PRE
' - - - - HYPRANT ASSEMBLY
12 x6" ME
PROPOSED FIRE
HYQRANi ASSEMBLY
2'
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\ - - ' 12" MJGV
Z
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- - - -- ', LOCATEDi ON WEST SIDE OF
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- -- 120 LF _ 0 200 400 800
PROPOSEDfIRE
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H, _6NT ASSEMBLY
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{ INI FEET ) '
1 inch = 400 ft.
MATCHLINE SHEET A4
A3 EXHIBIT ' A ' L SCHULKE , BITTLE & STODDARD L . L . C .
CIL & SRCIURAL ENGINEERING LAND PLANNING ENNRONUDI PERMI777NGSCALE 1 :400 12 " WAIERMAI �
CERTIFICATION OF AUTHORIZATION NO. 00006666
(ATTACHMENT 1) 1717 INDIAN RIVER BLVD. , SUITE 201 VERO BEACH . FLORIDA 72960
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL mfO@SDsengmeers com
MATCHLINE SHEET A3
PROPOSED PRE
HYDRANT ASSEMBLY -
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0
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PROPOSED FIRE 50 LF 83RO STREET
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MATCHLINE SHEETA5
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GRAPHIC SCALE
0 200 400 Boo
( IN FEET )
I inch = 400 ft.
A4 EXHIBIT ' A ' SCHULKE , BITTLE & STODDARD , L . L . 0
CML & STRUCTURA
It L ENGINEERING (AND PLANNING ENVIRONMENTAL PERMITTING
SCALE 1 :400 12 WATERMAIN CERTIFICATION OF AUTHORIZATION N0: 00008668
(ATTACHMENT
1 \ 1717 INDIAN RIVER BLVD. , SUITE 201 VERO BEACH , FLORIDA 32960
(A 1 1 CH 1 �' ) TEL 772 / 770-9622 FAX 7721770-9496 EMAIL info@sbsenglneers com
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MATCHLINE SHEET A6
MATCHLINE SHEET A5
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MACHLINE SHEET A7
MATCHLINE SHEET A6
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PROPOSED FIRE
HYDRANT ASSEMBLY
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50
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co � STORM
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to -' �l'�/ - ' PROPOSED FIRE
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50 LF
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n°ii al n m PROPOSED 12" WATER MAIN - STORM DRAINAGE
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ED A m LOCATED ON NORTH SIDE OF
A 2 m 79TH STREET (PAVED) _ h DIRECTIONAL BORE
m o W 12'x6' TEE ,-_ 50 LF
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ROPO r M 9 STORM DRAINAGE PM ROSED FIRE
ANT ASSEMBLY
DIRECTIONAL BORE- 30 LF 12 x6' TEC
DIRECTIONAL BORE
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MATCHLINE SHEFTA8
MATCHLINE SHEET A9
PROPOSED FIRE
Q HYp CANT ASSEMBLY
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77TH STREET
CANAL R/W _ _. .
GRAPHIC SCALE
0 200 400 800
( IN FEET )
1 inch = 400 ft.
A8 E`X� HIBrInT ' A ' SCHULKE , BITTLE & STODDARD LLC
12 " � 1JATG+ R i A IN CML & S7RUC7VR4L £NC/N£ERINC LMD P(ANN/NC ' EAWRDNMDJ7AL P£RMfMNG
SCALE 1140 rlYltill � CERTIFICATION OF AUTHORIZATION NO.: 00008668
(ATTACHMENT
11 1717 INDIAN RIVER BLVD. , SUITE 201 VERO BEACH, FLORIDA 32960
1 �' 1 ) TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@Sbsengmeers Com
86tH ST - - - - 'PROPOSEO 16"x12"
TAPPING SLEEVE
- . 'WITH VALVE
DIRECnONA BORE Til
PROPOSED m - 60 LF—�
12' PVC - 0
'--- -_-- - 851H PLACE PROPOSED ARE - \ - \ Ln
HYDRANT ASSEMBLY
12"x6` TEE -
HYDRANT
E -
12'x6' T ASSSSEMBLY
2'x6' ME
-- �WSTINC 16'
LWATER MAIN
12` MJG 12'x6' CROSSES
PROPOSED FIRE
HYDRANT ASSEMBLY IS
12"x6" TEE. - . . It! .
W a
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a
a
-PROPOSED WM _- ------I m
I 12' PVC
I
12w MXV
PROPOSED ARE - -
HVRANT ASSEMBLY -
12 a6`'
DIRECTIONBORE
8}qD STREET AL 120 LE -�
-. . . . . - t 12"x6•. .CROSSES
_ - - - - PROPOSED ARE
HYPRANT ASSEMBLY
12' .6` TEE
12" MJGV
- - - . PROPOSED . FIRE
HY)IRANT ASSEMBLY ' 12'x6` CROSSES . . . GRAPHIC SCALE
_ . .. . 12 x6 TEE. 81ST STREET
- -- - 0 200 400 800
( IN FEET )
-12" MJGV _ . 1 inch = 400 ft.
_
MATCHLINE SHEET A8
A9 EXHIBIT ' A ' SICHULKE , BITTLE & STODDARD L - L . C .
12 " WATERMAIN CML & STRUCTURAL ENOINEERlNC LAND PLANNING ENNRONAIENTAL PERMlmNC
SCALE 1 : 400 CERTIFICATION DE AUTHORTATJON NO 00008668
(ATTACHMENT
!'� 771� iTT1�TT 1 l 1717 INDIAN RIVER BLVD. , SUITE 201 VERO BEACH , FLORIDA 32960
1 1 A1� 111Y E V l 11 TEL 772 / 770-9622 FAX 772 1770-9496 EMAIL Info@sbsenglneem cc m
EXHIBIT " B " - (Attachment 1 )
Indian River County Department oi' Utilih Sen'ices
Cost Estimate
Vero Lake Estates 12 " Water Main
3/292007
Bid Item Bid Item Amount Unit of Unit TOTAL COST
No. Description hleasu re Prire
ITEM DESCRIPTION
1 Mobilization 1 LS $ 61 ,221 .38 $ 61 ,221 . 38
2 Maintenance of Traffic 1 LS $ 15,000.00 $ 15,000.00
3 12" PVC Waterman- 91st Ave. area 4789 LF 36.00 $ 172,40400
4 12" PVC Watermain- 79th Street area 7185 LF 36.00 $ 258,660.00
5 12" PVC Watermain- 104th Ave. area 10, 756 ' LF 36. 00 $ 387 ,216.00
6 30 LF of 12" Directional Bore 570 LF 120.00 $ 68,400.00
7 50 LF of 12" Directional Bore 1 ,000 LF 120.00 $ 120,000.00
8 60 LF of 12" Directional Bore 120 LF 120. 00 $ 14 ,400. 00
9 120 LF of 12" Directional Bore (deep) 360 LF 15000 $ 54 ,000 00
10 150 LF of 12" Directional Bare (deep) 150 LF 150.00 $ 22.500 00
11 Fire Hydrant Assemblies 40 EA 2, 700. 00 $ 108 000.00
12 12"x6" Tees 47 EA 700 00 S 32. 900 00
13 12"x6" Crosses 34 EA 800.00 $ 27,200 00
14 166x12" Topping Sleeve 1 [ A _, 00000 $ 5.000011
15 20"x12" Tapping Sleeve 1 EA 10,000.00 $ 10,000.00
16 12" MJGV 27 EA 2, 15000 $ 58,050. 00
17 6" MJGV 75 EA 850 00 $ 63,750.00
18 12" Bell Restrainers 556 EA 300. 00 $ 166,800.00
19 6" Bell Restainers 324 EA 200.00 $ 64,800.00
20 Restoration 22723 LF 4.00 $ 90,892.00
21 Stake-ouUAS-built survey B Dsvgs 1 LS 35,000. 00 $ 35,00000
22 Testing 1 LS 15,000.00 $ 15,000.00
SUBTOTAL $1 ,855,193. 38
Contingency (10% $ 185,519.34
TOTAL
S 2,040,712.72
Attachment 2
Work Order No . 4
with
Schulke , Bittle & Stoddard , L . L . C .
Attachment 2
( Fee Schedule)
Method and Amount of Compensation
Schulke, Bittle & Stoddard , L. L . C. , proposes to provide the Scope of Work based on the
following lump sum fees :
Task 1 . Surveying and preparation of Base Plans $39,300 . 00
(Note: Surveying will include establishment
of a con-idor for the proposed pipeline and plan
and stationing of the corridor, location of
improvements and topography within the corridor. )
Task 2 . Engineering design , preparation of construction $ 7 ;; _0( )(I
Plans , Hydraulic analysis/model of the Master
Planned 12" Water Main and future water main
grid/network in Vero Lake Estates, Geotechnical
report (soil borings- I / 750 ft + along route),
preparation and submittal of Permitting
Applications, and preparation of Specifications
and Bid Documents utilizing Standard IRC Bid
Documents . Forms, Documents and Drawings
will be in electronic Format MS Word .
Task 3 . Assistance during Bidding, Bid Evaluations, $37,000 . 00
Contract Award and Construction Administration
and Periodic Administration and Periodic
Construction/Field inspections .
Printing and Reproduction
The County shall make direct payment to our office for the cost of printing project plan sheets
required for utility coordination and for copies of reports , drawings, specification, , bidding and
construction contract documents, and other pertinent items required by federal , slate and local
agencies from whom approval of the project must be obtained , prospective biddcr.�, nrucrial
suppliers, and other interested parties, but may charge only for the actual cost of providing such
copies based on the following tabulation :
8 1 /2 " x 11 " $ 0.25/sheet Blue line prints $ 0. 333/SF
I I " x 17 " $ 0 . 50/sheet Reproducible sepias $ 0 . 75/SF
31 /2 " diskette $ 2 .00/each Reproducible mylars $ L00/SF
CD $ 4 .00/each
Application Fees
The county shall make direct payment to our office for the actual cost of all construction permit
application fees paid to jurisdictional agencies, including but not limited to :
F. D .E. P . , I . R. C. Engineering (Right-of-Way), I . R.F.W. C. D . , F. D. O .T.
.Attachment 2
Work Order No. 4 with Schulke, Bittle & Stoddard, L. LC' .
Attachment 3
Work Order No . 4
with
Schulke , Bittle & Stoddard , L . L . C .
Attachment 3
(Time Schedule)
Time of Performance
The estimated time frame for completion of services fi-om the approval of this Work
Order is as follows :
1 . Surveying, Base Map and Preparation, Geotechnical 2 Months
Evaluation, Engineering Hydraulic Analysis
2 . Engineering Design & Preparation of Construction 2 Months
Plans, specifications and Bid Documents
3 . Submittal of Permit Applications and Receipt of permits I %2 Months
4 . Bidding, Contract Award & Project Construction y Months
Attachment 3
Work Order No 4 with Schulke, Bittle & Stoddard . L . L C.