HomeMy WebLinkAbout2008-387 WORK ORDER NUMBER 8
This Work Order Number 8 is entered into as of this 18th day of
November 2008 pursuant to that certain Continuing Contract Agreement for
Professional 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 Exhibit 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 Exhibit 2 ( Fee Schedule) , attached to this Work Order and made a
part hereof by this reference . The Consultant will perform the professional services within
the timeframe more particularly set forth in Exhibit 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 & S ddard , L . L . C . OF INDIAN RIVER COUNTY
n 4 .1
By : By
Jos ph chulke , P . E . Wesley S . Davis , Chairman
Board of Lounty Commissioners
Title : naging Member
Attest : J . K . Ba n , Clerk of C
lop
By
Deputy Jerk
pproved :
Wt /
i
tJ eph A . B ird , County Administrator
pr ved as to form and legal sufficiency :
arian E . Fell Assistant County Attorney
Attachment 2
EXHIBIT ` 1 '
SCOPE OF WORK
WORK ORDER NO, 8
Project Description
The proposed project will provide engineering design and permitting for the construction of utility
modifications to existing water mains, sewer mains and non -potable re-use water mains lying within
or adjacent to SR60 , from 82nd Avenue to Interstate 95 . Modifications are necessary to avoid conflicts
with paving and drainage improvements to SR 60 proposed by the Florida Department of
Transportation (F . D . O . T . ) (State Project Financial I . D . No , 228628 - 1 -52 -01 ) .
Modifications generally consist of removing and replacing portions of the utility mains with new
utility mains that have been deflected below or to the side of the location of proposed drainage inlets ,
pipes , or other roadway infrastructure improvements .
Scope of Services
Schulke, Bittle & Stoddard , L . L . C . will provide services including surveying, engineering design ,
preparation of construction plans, preparation and submittal of permit applications , construction
administration and periodic construction field inspection for the construction required for utility
modifications to existing water mains, sewer mains and non-potable re-use water mains lying within
or adjacent to SR 60 (see Attachment "A " for location and Attachment "B " for cost tabulation) .
The estimated construction cost of this project is $ 1 ,956,069. 50.
In connection with this project , the County will provide the Engineer with a copy of any pertinent
Preliminary Data or Reports ; all available drawings in electronic AutoCADD format ; all surveys,
maps and other documentation in the possession of or reasonably available to the County that are
pertinent to the project.
Services not included in this scope of services are listed as follows :
• Excavation for field verification of actual locations of existing underground utilities
and structures . It is requested that Indian River County provide the excavation as
directed by Schulke, Bittle & Stoddard , L . L . C .
• Any services associated with assisting Indian River County in review and evaluation
of patent related disputes , issues, or claims including preparing to serve or serving as
a consultant or witness for Indian River County in litigation, arbitration, public or
private hearings, or other legal administrative proceedings involving patent related
disputes, issues or claims .
• Any services in connection with the project not otherwise provided for in this scope
of services .
• Surveying of SR 60 right-of-way and utility facilities within the right-of-way
(provided by others), except a limited amount of survey work to include GPS
location of fire hydrants, valves and manholes located and flagged by Indian River
County Department of Utility Services ; location of driveways , culverts and several
existing water mains not surveyed by the F . D . O . T . .
In order to execute this project in the most cost effective manner with the most aggressive schedule,
Schulke, Bittle & Stoddard, L . L . C . is relying on survey and design data provided by F . D . O . T . within
the contract plans, Financial I . D . 228628 - 1 -52 -01 , Indian River County ( 88060) , State Road 60 .
Indian River County Department of Utility Services has indicated that this data will be provided in a
digital AutoCADD format.
t
EXHIBIT 1
ATTACHMENT A
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OUTLET MALL 2 3 5 6 0 „ 9
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N M d 10 0 f` O) 0 N M 1* O (O r` W 0) O N M < O to r` t0 M O A N MSO ` O to rM O
N M S O tO f` W O) O N M S O Wr` 00 0) O N M O Wr` CO M O ma_ N M � O tO n co O) O
Advd * * O O O O b O to 0 O O t0 t0 to t0 too w (0ID (D nr� rn I. n n n n r` an CDCDCDCDmCO
CD Orn O) 0) W 0) O) C) O) to M C) 0000000000 � NN
MMMMMto v) 11) M M M MM M M M M M MM M M M M M M M M MM r+) M M M M rM M in MM M M M
M M M M M Mf M M M M M M M M in a * q* * da * '* * � d `tdd �T d '* 1* V * '*
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N cl
LIMITS OF DEVELOPMENT : 8100 LF ±
UTILITY WORK SCHEDULE - S. R. 60 UTILITY CONFLICTS PHASE III
FINANCIAL PROJECT ID: 228628-1-52-01
Bid Item
Item No. Description
1 Conflict No. 1 - Water Main Deflection- 20"- Sta. 2369+32.87
2 Conflict No. 2 - Force Main Deflection- 12"- Sta. 2369+32 .69
3 Conflict No. 3 - Water Main Deflection- 20"- Sta. 2373+49
4 Conflict No. 4 -Water Main Replace-20" and 12 "- Sta . 2373+85 to 2376+60
5 Conflict No. 5- Water Main Replace 12 " Dip- Sta . 2374+40
6 Conflict No. 6- Force Main Deflection- 12" Sta. 2380+00
7 Conflict No. 7- Force Main Replace 12" Sta. 2382+15 to 2384+65
8 Conflict No. 8- Force Main Deflection- 10" Sta . 2386+10
9 Conflict No. 9- Water Main Deflection- 12" Sta. 2386+10
30 Conflict No. 10- Force Main Deflection-10" Sta. 2391+20
11 Conflict No. 11- Force Main Replace 6" DIP Sta. 2393+03
12 Conflict No. 12- Force Main Deflection- 10" Sta . 2397+80
13 Conflict No. 13- Force Main Deflection-10" Sta. 2400+00
14 Conflict No. 14- Water Main Deflection-12" Sta . 2400+00
15 Conflict No. 15- Water Main Replace-8" DIP Sta. 2404+35
16 Conflict No. 16- Force Main Deflection- 10" Sta. 2405+00
17 Conflict No. 17- Force Main Deflection- 10" Sta. 2408+12
18 Conflict No. 18- Water Main Deflection-12 " Sta . 2408+12
19 Conflict No. 19- Force Main Deflection-10" Sta . 2410+10
20 Conflict No. 20- Force Main Replace- 6" P.V.C. Sta. 2410+80
21 Conflict No. 21-Water Main- Replace 16" DIP Sta. 2370+20 to 2421+40
22 Conflict No. 22 - 8" Gravity Sewer Modifications Sta. 2371+20 to 2395+75
23 Conflict No. 23- Replace Force Main- 4 " P.V. C. Sta. 2406+45 to 2410+95
EXHIBIT 1 STATE ROAD 60 IMPROVEMENT PROJECT SCHULKE , BITTLE & STODDARD , L . L . C .
ATTACHMENT A CML & STRUCTURAL ENGINEERING LAND PLANNING m EWRONMENTAL PERMIMNG
CERTIFICATION OF AUTHORIZATION NO-: 00008668
SCALE 1 : 800 INDIAN RIVER COUNTY , FL 1717 INDIAN RIVER BLVD. , SUITE 201 VERO BEACH , FLORIDA 32960
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers . com
EXHIBIT ` 2 '
FEESCHEDULE
WORK ORDER NO, 8
Method and Amount of Compensation
Schulke, Bittle & Stoddard, L . L . C . , proposes to provide the above Scope of Services based on the following lump sum
fees:
1 . Surveying: Location of fire hydrants, valves, manholes, driveways, $6500. 00
culverts, and existing utility mains, not Surveyed by F . D . O . T. , within
SR 60 right-of- way, between 82"d Ave. and I -95 .
2 . Engineering design, preparation of Construction Plans & $ 65 ,000 .00
Specifications, preparation and submittal of permit
Applications . Preparation of bid documents. Assistance during
Bidding, bid evaluation , contract award.
3 . Construction Administration ( Pre-con, shop review, pay requests, $32, 000.00
change orders, minor plan modifications, Periodic Construction/Field
Inspections,As- Built review, final documentation for close-out and
final certifications. )
4 . Reimbursables : Reimbursement for payment of direct costs, including $ 5000. 00 estimate
Reproduction and application fees. ( See below for actual costs)
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, specifications, and other pertinent items required by federal , state and
local agencies from whom approval of the project must be obtained, material 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. 12/sheet Blue Line Prints $ 0 . 333 /SF
11 " x 17" $ 0. 50/sheet Reproducible Sepias $ 0. 75/SF
31 /2 " diskette $ 2 . 00/each Reproducible Mylars $ 1 . 00/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 . , SIR . W. M . D . , F. D . O . T.
2
EXHIBIT ` 3 '
TIME SCHEDULE
WORK ORDER NO, 8
Time of Performance
The estimated time frame for completion of services from the approval of this Work Authorization is a follows :
1 . Surveying, Engineering Design & Preparation of 2 '/z Months
Construction Plans, specifications and Bid Documents
2 . Submittal of Permit Applications and Receipt of permits 2 '/2 Months
And Bidding/Contract Award ( Done Concurrently)
3 . Construction 6 Months
Remainder of Page Intentionally Left Blank
3
ATTACHMENT ' B'
INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES
COST ESTIMATE
PROJECT: SR 60 PHASE III
Bid Item Estimated Unit of
Unit Price Total Price
Item No. Description Quantity Measure
1 Conflict No. 1 - Water Main Deflection- 20"- Sta.2369+32.87
(a) • 20" P.V.C. 50 LF $220.00 $ 11,000.00
(b) • 20" M .J .G.V. 2 EA $7,500.00 $15,000.00
(c) • 2" A.R.V. with Manhole 1 EA $6,400.001 $6,400.00
(d) • 20" Line Stop 2 EA $ 10,000.00 $20,000.00
(e) • Connect to Existing (Both Ends) 1 LS $9,000.00 $9,000.00
(f) • Remove Existing Water Main- 40 LF 1 EA $ 1,500.00 $1,500.00
SUBTOTAL $62,900.00
2 Conflict No. 2 - Force Main Deflection- 12"- Sta. 2369+32.69
(a) • 12 ' P.V.C. 50 LF $100.00 $5,000.00
(b) • 12" MJ .G .V. 2 EA $3,800.00 $7,600.00
(c) • 4" ARV with Manhole 1 EA $6,400.00 $6,400.00
(d) • 12" Line Stop 2 EA $6,500.00 $ 13,000.00
(e) • Connect to Exist. (Both Ends) with Tapping SLV/Valves 1 LS $ 15,000.00 $ 15,000.00
(f) *Remove Exist. Force Main- 40 LF 1 EA $ 1,500.00 $1,500.00
SUBTOTAL $48,500.00
3 Conflict No. 3 - Water Main Deflection- 20"- Sta. 2373+49
(a) • 20" P.V.C. 50 LF $220.00 $11,000.00
(b) • 20" MJ .G.V. 2 EA $7,500.00 $15,000.00
(c) • 2" A.R.V. with Manhole 1 EA $6,400.00 $6,400.00
(d) • 20" Line Stop 2 EA $10,000.00 $20,000.00
(e) • Connect to Existing (Both Ends) 1 LS $9,000.00 $90000.00
(f) • Remove Existing Water Main -20"- 40 LF 1 EA $10500.00 $10500.00
SUBTOTAL $620900.00
4 Conflict No. 4 -Water Main Replace-20" and 12"- Sta. 2373+85 to 2376+60
(a) • 20" P.V.C. 60 LF $120.00 $7,200.00
(b) • 12" P.V.C. 215 LF $50.00 $ 10,750.00
(c) • 20" MJ .G.V. 2 EA $70500.00 $15,000.00
(d) • 12" M .J .G .V. 3 EA $3,800.00 $11,400.00
(e) • 2" A.R.V. with Manhole 0 EA $6,400.00 $0.00
(f) • 20" Line Stop 1 EA $10,000.00 $ 10,000.00
(g) • 12" Line Stop 2 EA $6,500.00 $ 130000.00
(h) • Connect to Exist. (Both Ends) 1 LS $7,100.00 $7, 100.00
(i) Connect to 16" D.B.- Sta. 2374+40 1 LS $3,500 $3,500.00
0) *Remove 12"- 20 LF 1 EA $ 1,500.00 $ 1,500.00
(k) • Grout 12" 275 LF $17.00 $4,675.00
SUBTOTALI $84,125.00
Pape 1 & 6
INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES
COST ESTIMATE
PROJECT: SR 60 PHASE III
Bid Item Estimated Unit of
Unit Price Total Price ,
Item No. Description Quantity Measure
5 Conflict No. S- Water Main Replace 12" Dip- Sta . 2374+40
(a) • 16" H .D.P.E. 150 LF $120.00 $ 18,000.00
(b) *Remove 12 20 LF 1 EA $1,500.00 $ 1,500.00
(c) • Grout 12" 105 LF $ 17.00 $ 1,785.00
SUBTOTAL $21,285.00
L(b)
Conflict No. 6- Force Main Deflection- 12" Sta. 2380+00
• 12" P.V.C. 50 LF $100.00 $5,000.00
• 12" MJ .G.V. 2 EA $3,800.00 $7,600.00
• 4" A.R.V. with Manhole 1 EA $6,400.00 $6,400.00
• 12" Line Stop 2 EA $6,500.00 $ 13,000.00
• Connect to Existing (Both Ends) with Tapping Sleeve/Valves 1 LS $15,000.00 $ 15,000.00
• Remove Existing Force Main ( 12" )- 40 LF 1 EA $1,500.00 $ 1,500.00
SUBTOTAL $48500.00
7 Conflict No. 7- Force Main Replace 12" Sta. 2382+15 to 2384+65
(a) • 12" P.V.C. 260 LF $50.00 $ 13,000.00
(b) • 4" P.V.C. 10 LF $28.00 $280.00
(c) • 12" M.1 .G.V. 2 EA $3,800.00 $7,600.00
(d) •4" MJ .G .V. 1 EA $950.00 $950.00
(e) •4" A.R.V. with Manhole 0 EA $6,400.00 $0.00
(f) • 12" Line Stop 2 EA $6,500.00 $ 13,000.00
(g) •Connect to Exist. 12" (Each End) with Tapping Sleeve/Valves 1 LS $ 15,000.001 $ 15,000.00
(h) *Connect to 2" Force Main 1 LS $11000.00 $1,000.00
(i) *Remove Exist. Force Main (12")- 60 LF 3 EA $1,500.00 $4,500.00
0) *Grout Exist. Force Main ( 12") 190 LF $ 17.00 $3,230.00
SUBTOTAL $58,560.00
FConflict No. 8- Force Main Deflection- 10" Sta. 2386+30
• 10" P.V.C. 50 LF $90.00 $4,500.00
• 10" MJ .G .V. 2 EA $2,500.00 $5,000.00
• 4" A.R.V. with Manhole 1 EA $6,400.00 $6,400.00
• 10" Line Stop 2 EA $5,850.00 $11,700.00
• Connect to Existing (Each Ends) with Tapping Sleeve/Valves 1 LS $12,000.00 $ 12,000.00
*Remove Exist. Force Main ( 12")- 40 LF 1 EA $ 1,500.00 $1,500.00
SUBTOTAL $41, 100.00
F(b)
Conflict No. 9- Water Main Deflection- 12" Sta. 2386+10
12" P.V.C. 50 LF $ 100.00 $5,000.00
• 12" M .1 .G.V. 2 EA $3,800.00 $7,600.00
• 2" A.R.V. with Manhole 1 EA $6,400.00 $6,400.00
• 12" Line Stop 2 EA $6,500.00 $13,000.00• Connect to Existing ( Each Ends) 1
LS $6,300.00 $6,300.00
• Remove Existing Water Main-12"-40 LF 1 EA $1,500.00 $ 1,500.00
SUBTOTAL $39,800.00
Pape2o 6
INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES
COST ESTIMATE
PROJECT: SR 60 PHASE III
Bid Item Estimated Unit of
Item No. Description Quantity Measure Unit Price Total Price
10 Conflict No. 10- Force Main Deflection-10" Sta. 2391+20
(a) • 10" P.V.C. 50 LF $90.00 $4,500.00
(b) • 10" M .1 .G.V. 2 EA $2,500.00 $5,000.00
(c) • 4" A. R.V. with Manhole 1 EA $6,400.00 $6,400.00
(d) • 10" Line Stop 2 EA $5,850.00 $11,700.00
(e) • Connect to Existing ( Each Ends) with Tapping Sleeve/Valves 1 LS $ 12,000.00 $ 12,000.00
(f) • Remove Existing Force Main- 40 LF 1 EA $ 1,500.00 $1,500.00
SUBTOTAL $41, 100.00
11 Conflict No. 11- Force Main Replace 6" DIP Sta . 2393+03
(a) • 8" H .D.P.E. Force Main 160 LF $55.00 $8,800.00
(b) • 6' P.V.C. Force Main 15 LF $32 .00 $480.00
(c) • 6" M .1 .G .V. 1 EA $ 1,300.00 $ 1,300.00
(d) • 6" Line Stop 1 EA $2, 100.00 $2,100.00
(e) • Connect to Existing 12" x 8 Tap SLV/Valve (South) 1 LS $7,000.00 $7,000.00
(f) • Connect to Exist. ( North) 1 EA $3, 100.00 $3, 100.00
(g) Remove 6" DIP - 20 LF 1 EA $ 1,500.00 $ 1,500.00
(h) Remove 12" Steel Casing- 20 LF 1 15 $ 1,500.00 $ 1,500.00
(i) Grout 6" 150 LF $ 15.00 $2,250.00
0) Grout 12" 100 LF $ 17.00 $ 1,700.00
SUBTOTAL $29,730.00
12 Conflict No. 12- Force Main Deflection- 10" Sta. 2397+80
(a) • 10" P.V.C. 50 LF $90.00 $4,500.00
(b) • 10" MJ .G.V. 2 EA $2,500.00 $5,000.00
(c) • 4" A.R.V. with Manhole 1 EA $6,400.00 $6,400.00
(d) • 10" Line Stop 2 EA $5,850.00 $11,700.00
(e) • Connect to Existing (Each Ends) with Tapping Sleeve/Valves 1 LS $12,000.00 $12,000.00
(f) • Remove Existing Force Main ( 10")- 40 LF 1 EA $ 1,500.00 $ 1,500.00
SUBTOTAL $41, 100.00
13 Conflict No.13- Force Main Deflection-10" Sta. 2400+00 -
(a) • 10" P.V.C. 50 LF $90.00 $4,500.00
(b) • 10" M.J .G .V. 2 EA $2,500.00 $5,000.00
(c) • 4" A.R.V. with Manhole 1 EA $60400.00 $6,400.00
(d) • 10" Line Stop 2 EA $5,850.00 $110700.00
(e) • Connect to Existing (Each Ends) with Tapping Sleeve/Valves 1 LS $12,000.00 $ 12,000.00
(f) • Remove Existing Force Main (10")- 40 LF 1 EA $ 1,500.00 $1,500.00
SUSTOTALI $41,300.00
14 Conflict No. 14- Water Main Deflection-12" Sta. 2400+00
(a) • 12" P.V.C. 50 LF $100.00 $5,000.00
(b) • 12" MJ.G.V. 2 EA $3,800.00 $7,600.00
(c) • 2" A.R.V. w/Manhole 1 EA $6,400.00 $6,400.00
(d) • 12" Line Stop 2 EA $6,500.00 $ 13,000.00
(e) • Connect to Existing (Each Ends) 1 LS $6,300.00 $6,300.00
(f) • Remove Existing Water Main( 12") - 40 LF 1 EA $1,500.00 $ 1,500.00
SUBTOTAL $39,800.00
15 Conflict No. 15- Water Main Replace-8" DIP Sta. 2404+35
(a) • 10" H .D.P.E. D.B. 140 LF $55.00 $7,700.00
(b) • Connect to Existing (South End ) 12x10 Tapp/SLV/10" G.V. 1 LS $7,000.00 $7,000.00
(c) • Remove 8" DIP- 20 LF 1 EA $1,500.00 $ 1,500.00
(d) • Remove 18" Steel Casing- 20 LF 1 EA $1,500.00 $1,500.00
(e) • Grout 8" DIP/18" Steel 125 LF $ 18.50 $2,312.50
SUBTOTAL $20,012.50
Page 3 of 6
INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES
COST ESTIMATE
PROJECT: SR 60 PHASE III
Bid Item Estimated Unit of
Item No. Description quantity Measure Unit Price Total Price
16 Conflict No. 16- Force Main Deflection-10" Sta. 2405+00
(a) • 10" P.V.C. 50 LF $90.00 $4,500.00
(b) • 10" M.1 .G .V. 2 EA $2,500.00 $5,000.00
(c) • 4" A.R.V. with /Manhole 1 EA $6,400.00 $6,400.00
(d) • 10" Line Stop 2 EA $5,850.00 $ 11,700.00
(e)l • Connect to Existing (Both Ends) 1 LS $ 12,000.00 $ 12,000.00
(01 • Remove Existing Force Main ( 10")- 40 LF 1 EA $1,500.00 $1,500.00
SUBTOTALI $41, 100.00
17 Conflict No. 17- Force Main Deflection-10" Sta. 2408+12
(a) • 10" P.V.C. 50 LF $90.00 $4,500.00
(b) • 30" MJ .G .V. 2 EA $2,500.00 $50000.00
(c) • 4" A.R.V. with /Manhole 1 EA $6,400.00 $6,400.00
(d) • 10" Line Stop 2 EA $5,850.00 $ 11,700.00
(e) • Connect to Existing (Both Ends) 1 LS $ 12,000.00 $ 12,000.00
(f) • Remove Existing Force Main ( 10")- 40 LF 1 EA $1,500.00 $1,500.00
SUBTOTAL $41, 100.00
18 Conflict No. 18- Water Main Deflection-12" Sta. 2408+12
(a) • 12" P.V.C. 50 LF $ 100.00 $5,000.00
(b) • 12" MJ.G.V. 2 EA $3,800.00 $7,600.00
(c) • 2" A.R.V. with Manhole 1 EA $6,400.00 $6,400.00
(d) 12" Line Stop 2 EA $6,500.00 $ 13,000.00
(e) • Connect to Exist (Both Ends) 1 LS $6,300.00 $6,300.00
(f) • Remove Exist. Water Main ( 12")- 40 LF 1 EA $1,500.00 $1,500.00
SUBTOTALI $39,800.00
P� awe
INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES
COST ESTIMATE
PROJECT: SR 60 PHASE III
Bid Item Estimated Unit of
Item No. Description Quantity Measure
Unit Price Total Price
19 Conflict No. 19- Force Main Deflection-10" Sta. 2410+30
(a) a 10" P.V.C. 50 LF $90.00 $4,500.00
(b) a 10" MJ .G .V. 2 EA $2,500.00 $5,000.00
(c) a 4" A.R.V. with /Manhole 1 EA $6,400.00 $6,400.00
(d) a 10" Line Stop 2 EA $5,850.00 $ 11,700.00
(e)l a Connect to Existing (Both Ends) 1 LS $ 12,000.00 $ 12,000.00
(f)j a Remove Existing Force Main - 40 LF 1 EA $1,500.00
$1,500.00
SUBTOTAL $41,100.00
20 Conflict No. 20- Force Main Replace- 6' P.V.C. Sta. 2410+80
(a) a8" H .D.P. E. D.B. 130 - LF $45.00 $5,850.00
(b) 4" M.J .G.V. 1 EA $950.00 $950.00
(c) a 6" P.V.C. 10 LF $32.00 $320.00
(d) a 6" Line Stop 1 EA $2, 100.00 $2, 100.00
(e) a Connect to Exist. ( North)- 6x6" Tapping SLV/6" G.V. 1 LS $3,900.00 $3,900.00
(f) a Connect to Exist. (South)- 10" x 8" Tapping SLV/8" G .V. 1 LS $5,900.00 $5,900.00
(g) aRemove 6" Force Main- 20 LF 1 EA $ 1,500.00 $ 1,500.00
(h) Grout 6" 100 LF $15.00 $1,500.00
SUBTOTALI $22,020.00
21 Conflict No. 21-Water Main- Replace 16' DIP Sta. 2370+20 to 2421+40
(a) a 16" P.V.C. 51105 LF $80.00 $408,400.00
(b) a 8" P.V.C. 100 LF $35.00 $3,500.00
(c) a 6' P.V.C. 100 LF $32.00 $3,200.00
(d) a 8" Line Stop 5 EA $2,350.00 $11,750.00
(e) a 6" Line Stop 9 EA $2,100.00 $ 18,900.00
(f) a 2" A.R.V. with Manhole 4 EA $6,400.00 $25,600.00
(g) a 16" MJ .G.V. 14 EA $6,000.00 $84,000.00
(h) a 8" MJ .G.V. 5 EA $2,000.00 $100000.00
(i) *Fire Hydrant Assembly with 6' G.V. 6 EA $4,500.00 $27,000.00
0) a Connect to Exist. 8" x 8" Tapping SLV/8" G .V. 4 EA $4,900.00 $19,600.00
(k) Connect to Exist. 6" x 6" Tapping SLV/6" G.V 3 EA $30900.00 $ 11,700.00
(1) a Connect to Exitsting At East End 1 LS $30500.00 $3,500.00
(m) a Connect to Existing At 10" D.B.- 86th Ave 1 LS $2,600.00 $2,600.00
(n) a Connect to Existing At 16" D.B.- Sta. 2374+40 1 LS $3,500.00 $3,500.00
(o) a Replace Water Service 4 EA $2,800.00 $ 11,200.00
(p) a Remove- 16" (300LF) 15 EA $ 10500.00 $22,500.00
(q) aRemove 6"/8" (200 LF) 10 EA $ 1,500.00 $15,000.00
( r ) Grout 16" 4,825 LF $ 18.50 $89,262.50
(s) Grout 6'/8" 1,370 LF $ 15.00 $20,550.00
SUBTOTAL $7910762.50
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INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES
COST ESTIMATE
PROJECT: SR 60 PHASE III
Bid Item Estimated Unit of Unit Price Total Price
Item No. Description Quantity Measure
22 Conflict No. 22- 8" Gravity Sewer Modifications Sta. 2371+20 to 2395+75
(a) • Reset Manhole Top(s)
12 EA $ 1,200.00 $ 14,400.00
it EA $ 1,000.00 $11,000.00
(b) • Sewer Lateral- Concrete Encase
$25,400.00
23 Conflict No. 23- Replace Force Main- 4" P.V.C. Sta. 2406+45 to 2410+95
(a) • 4" P.V.C. Force Main 500 LF $28.00 $ 14,000.00
(b) •4" G.V. 2 EA $950.00 $ 1,900.00
(c) • 4" Line Stop 2 EA $ 1,900.00 $3,800.00
(d) • Remove 4"-20 LF 1 EA $ 1,500.00 $ 1,500.00
(e) • Grout 4" 450 LF $15.00 $6,750.00
SUBTOTAL $27,950.00
1 LS $50,000.00 $50,000.00
24 Mobilization
25. Construction Stake-Out1 LS $10,000.00 $10,000.00
LS $7,500.00 $7,500.00
26. As- Builts/ Record Drawings 1
SUBTOTAL $67,500.00
TOTAL $10778,245.00
$ 177,824.50
27. Contingency (10%)
GRAND TOTAL $1,956,069.50
The unit price bid for furnishing and installation/construction of the utility mains shall include, but is not limited to, utilities exploration,
coordination with any permitting agencies, audio-visual documentation, land clearing/tree
removal necessary for utility installation, trenching, removing, disposing of and replacing unsuitable (i.e., plastic or organic) material, dewatering,
installation of pipe and all appurtenances, trace wires, sleeves, fittings, restrainers,
filling trench, soil compaction, flushing, testing (pressure, bacteriological, and backfill density testing), irrigation repair, removal, disposition
and replacement of surface over trench to pre-construction conditions, restoration of any
pavement or sidewalk damaged or destroyed, removal and resetting or replacing existing guard rail necessary for utility installation, traffic maintenance/contro
l, demobilization, Trench Safety Act Compliance, Payment Bond and
Performance Bond; and the unit price bid will also include restoration of any existing utilities, drainage facilities, signs, mailboxes, driveways,
etc. disturbed or damaged by the construction. All materials and installation shall be per
Indian River County Utility Standards and Specifications unless otherwise noted in the bid documents. Contractor will be provided with a copy of construction
plans in AutoCADD format, to use in preparing Record Drawings.
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