HomeMy WebLinkAbout2010-124 WORK AUTHORIZATION DIRECTIVE
No. 2009-009
IRC — I6 "' St. at 66"' Ave. 6" Force Main Bores under 66t1i Ave,
DATE OF ISSUANCE : May 2010 EFFECTIVE DATE : May 2010
OWNER : Indian River County
CONTRACTOR : Under91-ou11d Utilities , Inc .
CONTRACT` WATER. SEWER AND RECLAIM WATER LINE REPLACEMENT / EXTENSIONS
AND MISCELLANEOUS LABOR CONTRACT, BID NO . 2009026 , AWARDED
April 14 , 2009
PROJECT : Cortst- uct Two 6 " Force Main Directional Bores under 66i1' Avenue and the Rangeline Canal
to the Northeast: Corner and tinder 66°i Ave . to the Southeast Corner
COUNTY UTILITY PROJECT NO . : UCP 44053 CONTRACTOR ' S PROJECT NO . : N /A
COUNTY WIP . No . 472 - 169000-
You are directed to proceed promptly with the Following work
Description : Construct 460 LF of 6" Force Main as Two Directional Bores under 66t1i Ave . and the Rangeline Canal
Purpose of Work Authorization Directive : The construction of (lie force main will provicle sewer service to the
northeast and southeast areas of the intersection .
Attachments : ( List documents supporting work-)
Method of determining Contract Price :
1E Unit Prices : Bid Items as established pursuant to Bid No . 2009026 , and awarded by the Board of County
Commissioners on April 14 , 2009 to Shelt-a & Sons Construction Co . , lnc .
❑ Lump Sum
❑ Cost of the Work ��,,•�'""`° ¢® �
The Cost of Labor, Contingency and Contract Time is summarized below : e ;�
Estimated Labor Cost = $20,872.50 Estimated Contract Time : 30 clays b %
% •.
_ o
Total Estimated Labor Costs= $209872. 50 `•;!q AR COU 4M �^ '•
ACCEPTED : REC MMENDED : A P
PQVED : f
!r
Bv . ;rim ." Y �,� By . �O By : U
ShelU,a & Sons Const. Co . . Gordon E . S 'pa -s , P . E . Peter D . O ' 13ryan
Inc . ,"Labor Contractor Environmental Entlineer COUNTY , CHAIRMAN
Date : Date : Date : KJl
Attachment
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Iv� x r AGENDA ITEM
INDIAN RIVER COUNTY , FLORIDA
BOARD MEMORANDUM
Date : May 3 , 2010
To : Joseph A . B ird , County di inistr� or-
1
Frorn : W . Erik Olson , irector of Utility Services
Prepared By : Michael C . Hotchkiss , P . E . , Capital Projects Manager 94
Gordon E . Sparks , P .E . , Environmental- Engineer c as
Subject : Construction of Two 6" Force Main Bores Under 66th Avenue and the Rangeline
Canal in Conjunction with the 16th Street Pavement Project No. 9920 from 66th
Avenue to 74t111 Avenue — UCP 4053
BACKGROUND ,
On July 7 , 2009 the Board of County Commissioners (BCC) awarded the bid for the above referenced
roadway work to J . W . Cheatham . The subject segment had a 16 " water main identified by the County
Utility Department to help sustain the pressure to the western areas .
On December 12 , 2009 , the BCC approved Change Order No . 1 for Additional Utilities including a 6 "
sanitary force main to provide sewer service to future development along 16th Street to 66th Avenue at a
cost of $ 56 ,483 . 50 . The County Utilities Department has since decided it would be prudent to extend
two 6" force mains across 66"' Avenue and the Rangeline Canal to afford future sewer service to
additional properties on the east side of 66th Avenue north and south of 16th Street for
future
development (See Attachment 1 ) .
ANALYSIS :
A cost proposal was requested of J . W . Cheatham for the work on April 5 , 2010 and a written reply was
received by the County Engineer on April 23 , 2010 and received by the Utility Department on April 26 ,
2010 ( See Attachment 2) . The grand total for the construction of the proposed two force mains and
appurtenant work was $ 57 , 303 . 00 . Staff of the Utility Department decided to compare this cost with unit
bid prices from its Labor Contractor. The result was a Cost Estimate for labor and County Purchased
materials totaling $ 32 , 014 . 84 ( See Attachment 3 ) .
The design of the facilities will be by in -house Utility Department staff as well as FDEP Permit
preparation . The only other expense will be the $250 . 00 FDEP permit application fee and an IRFWCD
Permit application fee of $250 . 00 bringing the project total cost to $ 32, 514 . 84 .
RECOMMENDATION :
The result of using the Labor Contractor over the Roadway Contractor is an irrnnediate savings of
$ 25 , 288 . 1. 6 to the County . It should also be noted that the cost of construction of the entire force main
($ 88 ,998 . 34) will be passed on to the future developers of the properties to be served ( See Attachment
4) in the form of actual line extension fees , as shown in the table below .
Staff recommends that the BCC approve the project cost of $ 32 , 514 . 84, approve retaining the Utility
I?\ Utilities\ U 11. FrY - GNGINGCRING\ Projects - Utility Construction Permits\ IRC - 16th Street at 66th AVCnLIc 6- inch Force Main 1301-es ucP
#4053\A I - Agenda - 6- inch Force Main Bores with Cost Distribution to Users . doc
Department Labor Contractor for $20, 872 . 50 for labor, approve the County ' s purchase of materials in
the amount of $ 11 , 142 . 34, authorize the Chairman to execute Work Authorization Directive No . 2009-
009 for labor in an amount of $20, 872 . 50 ( See Attachment 5 ) and approve the line extension fees to be
charged to future development to be served by the force main, as follows :
Development Area in acres Portion of Total Line Extension Fee
1 . MJS Vero Land LLC 19 . 26 0 . 2425692 $21 , 588 . 27
2 . Laurel Homes Inc . 29 . 83 0 . 3756926 $ 33 ,436 . 03
3 . Leer Kathryn C 11 , 07 0 . 1394206 $ 121408 . 20
4 . Williams Geraldine, M
Ozgowicz 2 . 22 0 . 0279596 $ 2 ,488 . 36
5 . District BD of TR IRCC 2 . 00 0 . 0251889 $ 2 ,241 . 77
6 . State Hwy 60/Kings Hwy
LLC 14 . 48 0 . 1823677 $ 161230 . 43
7 . Terry R, Lyndell R Fleming 0 . 54 0 . 0068010 $ 605 . 28
TOTAL 79 . 40 1 . 0000000 $ 881998 . 34
FUNDING :
Funding for the in - house design , permitting and 6 " force main construction on 16`I' Street across 66th
Avenue and the Rangeline Canal is budgeted and available in the 16 " Water Main 16th Street — 66t1'
to 74th Ave and Force Main account in the Utilities Capital Fund .
Description Account Number Amount
Construct Two 6 " Directional Bores Across 472 - 169000 - 10510 $ 32 , 514 . 84
66th Avenue and the Rangeline Canal
APPROVED FOR AGENDA :
Indian River Co. Approved Date
+ t Administration
By : Administration
� J
Joseph Baird , County Administrator
Utilities �� �4f.11;0
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IV
For : / 0 13ndget IO
Date
F :AUtilities\UTILITY - ENGINEERING\ Projects - Utility Construction Permits\ IRC - 16th Street at 66th Avenue 6- inch Force Main Bores ucp
#4053\A I - Agenda - 6- inch Force Main Bores with Cost Distribution to Users . doc
GRAPHIC SCALE
0 20 40 80
O ( IN FEET )
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W
D
Z
W
a
PROPOSED 24" RC ~ t_ V
� O (p 'a°I c STA. 81 +54, 17dt RT. (88TH ME) . _
C 2 ' BERM ( TYP ) [g H S- 403 (p $ v m INSTALL 6' MJGV W/ PwG •�
aw Z cond9 — W
N ow STA. 91 + 10, 53' LT. ( 66th AVE ) m
S m° o o �IL ( TYP. )
w1^ INSTALL 16"x6 " TEE - INDEX y400)
w s VALVE 6 VE UE
FIRE HYDRANT ASSEMBLY } w p1 INSTALL 280 LF 6 " I,
OF srw "28+56. 4a't ni sib TALL G �� r. R. F. DIRECTIONAL BORE FM
2) 8' AWGV� FU TI 20. WATER No
AI WAI
— 19 . 3 c N 00
3 oo - — J - - _ ' k - - - —
ON
S- 401 X +
STA. 90+ 30. 69 , 53' LT 3 + STA 90+ 63. 81 SURVEY Sfo. 90JJ4. 03 6TH ASE=
0 19 . 9 ( 66TH AVE) _
A9 �k (Z;TA6L 16" x12 " CROSS LL STA 29 + 43. 13 �� o s. SURVEY I� STA 29kO. 96 6TH ST
c2> 16 INSTALL 180 LF 6 " r I Grove ( 16TH STREET) �Q � rn I 46't RT. (86TH VE)
28 + 00 ( 2) ;z " IIDIRECTIONAL BORE FM tih rya^9 w/ P1 M
1 (2) 12" 6 � � � v�� �� � ° � Elec ric
Overhe° I qv+
16T " STREET - 8 0 0 ��- � . L a COLLEGE LAME
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TYPE 'F' CURB9 C• ' rr �0+ 30. 69 , 4T T (66th
15. 2 �NDEX b300) 11tW 4 4 F 0 0 t .-V4 o a INSTALL BACTERIOLOGICAL SAMPLE
P ® 0. •,m LCL POINT $3 \
c W- 21 p16" PLUG nn����
r CONST. STANDARD STRAIGHT CONCRETE y w ! o CONST. MODIFIPDOSTR,A1 TzZoNbRE�
ENDWALL (INDEX #251) FUTURE E. O b f ENDWALL (INDEX x+251 )
32'- 0" WIDTH x 9'- 2 HEIGHT
5 A -2-8-+-6--4.-7-7-Tl-6TH- ST. c �� o + 32' -0" WIDTH z 12 ' - 2" HEIGHT
OFFSET TO END OF PIPE: STA 90+ 15. 10 ( 66TH AVE. )
r san OFFSET TO END OF PIPE:
48. 57' RT. Z 'OZ buo0 J dol LO H° 66' RT.
TOP 18.96 °8 TOP = 21 . 64
ON : INV. = 12. 29 u + � N do
1 f. .F 8� INV. = 12 . 00
( SOUTH ) I
(NORTH) P . I, o Dirt O Ro°din � 15Z INSTALL 144 LF OF
° N INSTALL GUARDRAIL 60" RCP 0 0. 29,
T) PROPOSED 40' ROW _ + + T NUE
CORNER CLIP o ( INDEX( INDEX #400) ,n
0 66 o m. > d. 0 kP
ATTACHMENT 1
Road Building &
CHEATHAM Earthmoving Contractors
LLC D MOMEWM
APR ? 6 2010
April 19 , 2010
Indian River County
Engineering Department
184025 1h Street
Vero Beach , FL 32960
Attn : Mr . Chris Kafer , P . E . , County . Engineer
Rc : i6th ou lz; L Lv; Uki th
Ave . Ri� adVVCLy' i111pr0 `vet%ien1tS
Dear Mr . Kafer :
As per your request we submit the following prices for additional work due to plan revisions at
the above referenced project .
Drainage & Grade Revisions :
Bond 1 LS @ $ 564 . 00 / LS $ 564 . 00
Layout & Rework Office Calcs 1 LS @ $4 , 025 . 00 /LS $4 , 025 . 00
Additional Offsite Fill (Truck Measure ) 11080 TCY @ $4 . 00 /TCY $4 , 320 . 00
Modify Structures ( 1 , 2 , 3 , 5 , 8A , 10A , 12A , .1 . 5 ) 8 EA @ $ 1 , 155 . 00 / EA $ 9 , 240 . 00
Adjust Structures ( 13 , 13A , 14A , 16A , 17 , 18 ) 6 EA @ $ 943 . 00 /EA $ 5 , 658 . 00
Drainage Restocking Fees 1 LS @ $ 3 , 450 . 00 /LS $ 3 , 450 . 00
Underground Remobilization 1 LS @ $ 2 , 875 . 00 / LS $ 2 , 875 . 00
3 " Irrigation Relocation (Ansley Way ) ' 1 LS @ $ 862 . 00 / LS $ 862 . 00
6 " C - 900 Irrigation Deflection 2 EA @ $ 3 , 738 . 00 / EA $ 7 , 476 . 00
Cut in 6 " Valves 2 EA @ $ 2 , 510 . 00 / EA $ 5 , 020 . 00
6 " SDR21 Deflection 1 EA @ $ 3 , 450 . 00 / EA $ 3 , 450 . 00
3 " SDR21 Deflection 1 EA @ $ 3 , 082 . 00 / EA $ 3 , 082 . 00
Asbuilt for Deflections 4 LOC @ $ 365 . 00 / LOC $ 1 , 460 . 00
MOT 1 LS @ $ 5 , 000 . 00 / LS $ 5 , 000 . 00
$ 56 , 482 . 00
APR 2 2010
7396 Westport Place, West Palm Beach , FL 33413 Office ( 561 ) 471 - 4100 Fax ( 561 ) 471 - 8348
ATTACHMENT 2
q
J . W Road Building &
CHEATHAMEarthmoving Contractors APR r) 6 2010
LLC
Directional Bores .-
Bond
ores :Bond 1 LS @ $ 574 . 00 IS $ 574 . 00
Layout & Asbuilt 1 LS @ $ 652 . 00 IS $ 652 . 00
Restacking Roadway & Sidewalks 1 LS @ $ 700 . 00 IS $ 700 . 00
Excavate & Dispose of Marly Material 27 LDS @ $ 50 . 00 / LD $ 11350 . 00
Replace Fill (Truck Measure ) . 486 TCY @ $4 . 00 /TCY $ 1 , 944 . 00
Regrading 1 LS @ $ 1 , 500 . 00 IS $ 1 , 500 . 00
6 " Directional Bore 424 LF @ $ 86 . 25 IF $ 36 , 570 . 00
6" Gate Valves 4 EA @ $697 . 00 / EA $ 2 , 788 . 00
6" MJ Plug 2 EA @ $282 . 00 / EA $ 564 . 00
Tie into Existing FM 1 EA @ $ 3 , 640 . 00 / EA $ 31640 . 00
6" x 6 " Tee 1 EA @ $431 . 00 / EA $431 . 00
Testing 1 LS @ $6 , 590 . 00 IS $6 , 590 . 00
$ 57 , 303 . 00
Grand Total $ 113 , 785 . 00
Alternates :
8" Directional Bore 424 LF @ $ 103 . 50 IF $ 43 , 884 . 00
Silt Fences 200 LF @ $ 2 . 00 IF $400 . 00
Additional Contract Days 102
Notes :
➢ The additional contract days are inclusive of the following and exclusive orally rain days
and future weather related delays :
o Sidewalk Rework 4 Days
o Additional Forcemain 5 Days
o Sleeves & Inlet Adjustments 3 Days
o Plan Revisions 90 Days
102 Days
➢ Directional bore prices does not include repair and restoration of any sidewalks , curb ,
guardrail , roadway, sod, etc . We will be continuing to progress the project in an efficient
mariner to complete our contract work in this area ,
Golf course irrigation deflection prices are based on golf course underground facilities to
be located by others prior to excavation .
Please call should you have any questions .
Sincerely ,
J . W . Cheatham , LLC
Moe Moussavi
Vice President
7396 Westport Place , West Palm Beach , FL 33413 Office (561 ) 471 - 4100 Fax (561 ) 471 - 8348
Indian River County Department of Utilities
COST ESTIMATE and CONTRACTOR'S BID ITEM LIST
Project
Description : 16th Street at 66th Avenue Directional Bores to East and Southeast sides of 66th Avenue from Northwest Corner
Date : 5/3/2010, UCP 4053
TwpDirectional Bores - 6" HDPE DRI l LABOR COST MATERIAL COSTS
Bid Bid Item Estimated Unit of Labor Unit Total Labor Material Unit Total Material
Item No. Description Quanti Measure Price Price Price Price
71 Mobilization. Demobilization. MOT 1 .0 10. 00% $ 1 , 725 .00
011' Install 6" PVC Force Main 60.0 LF $6.00 $360 .00 $4.05 $243 .00
05b Install 6" HOPE Horizontal Directional Drill 460 . 0 LF $ 19 . 00 $8, 740.00 $5 .34 S2456.40
07 Install Mechanical Restrained Joint DI Fittings 1 .5 TON $3 ,500 .00 $5 ,250.00 $3 , 500.00 $53250.00
18c Install 6" NRS Gate Valve & Box 4 .0 EA. $ 150 .00 $600 .00 $420 .00 $ 15680.00
22 Test Holes / Potholes 4 .0 EA. $200 .00 $800.00
67a Lawn Restoration (Topsoil and Sod) 21000.0 SF $0.25 $500.00 $0 .25 $ 500. 00
Record Drawings per IRCDUS Standards, See
Section 01025 for Price to be used for Each Work I LS $ 1 ,000.00 $ 19000.00
70 Authorization
Subtotal Subtotal Sewer Svstem Labor $ 17,250. 00 Subtotal Materials $ 10, 129 .40
Subtotal Subtotal Sewer System Labor. Mob.. Demob.. $ 18,975 . 00
MOT. Materials. & Permitting
$ 10, 129 .40
Force Accra. IRCDUS Contingency Account 1 EA 10% $ 1 ,897 . 50 $ 1 ,012 .94
SubTotal Labor Cost 520,872.50 Subtotal Material Costs $ 11 , 142.34
TOTAL PROJECT COST $32,014.84
Attachment 3
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