Exh 8A8A
May 22, 2000
CITY OF ATLANTIC BEACH
CITY COMMISSION MEETING
STAFF REPORT
AGENDA ITEM: Core City Sanitary Sewer Improvements Project, Bid No. 9900-11
SUBMITTED BY: Robert S. Kosoy, P.E., Director of Public Works ~~
DATE: May 15, 2000
BACKGROUND: A requirement of our Florida Department of Environmental Protection (FDEP) Consent
Order No. 95-2971 is to complete improvements to the core city sanitary sewer system to correct inflow and
infiltration problems. Construction of this project must be completed no later than December 30, 2001. The
sewer improvements were originally planned to be completed in conjunction with the core city stormwater
project, using an "open cut" method to completely replace all utility piping in the area.
Due to the impending Consent Order deadline for sewer improvements, staff designed and bid the sewer
rehabilitation using trenchless technology to meet the time requirement and avoid disturbing the roadway as
much as possible.
The specifications were based on extensive cleaning and videotaping of the sewer lines by Video Industrial
Services, Inc. and smoke-testing performed by the Florida Rural Water Association. in addition,
rehabilitation of sewer mains and manholes was included in the project. Contractors were required to review
the large volume of materials at the Public Works Office, which included detailed sewer televising logs and
tapes, smoke testing results, and core city sanitary sewer survey plans, included as part of the original
England, Thims & Miller design.
Four bidders were prequalified to perform the work. Three contractors submitted bids, along with all the
required documentation. Insituform Technologies, Inc. was the low bidder as shown in the following table:
Note: During the bid analysis, calculation errors were found and corrected on Insituform 's bid document
for~Idditive Alternates 1 and 2.
BID N0.9900-11 Insituform Kinsel Industries, P.M.
Technologies, Inc. Inc. Constructian
Base Bid -Sewer rehabilitation from
Ahern St. to 10"' St., from East Coas $1,520,615.80;
t $1,908,830,00
L,/ $2,588,3.00.00
~,,''
Dr. to Sherry DrJSeminoie Rd.
Additive Alternate 1-Sewer
"' - $960,836.80 $1,218,74,5x.00 $1,63425.00
rehabilitation from Ahern St. to 10 t~
Street, East of East Coast Dr.
Additive Alternate 2 -Replace dead- $349,720.80 $407,660.00 $458,700.00
end cleanouts with manholes at ` `'
various locations.
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May 22, 2000
BUDGET: The low base bid for this project is $1,520,615.80. Funds for this project aze budgeted under the
Utility Revenue Bond Fund, Account No. 480-0000-533-6300 where there is $1,090,000 available for sewer
rehabilitation. We have also received grant award from the Department of Community Affairs (DCA) for
$300,000 that can be applied to the project. We were recently informed that we will be receiving a $350,000
grant through the Governor's Water Advisory Panel.
RECOMMENDATION: Award the low base bid only to Insituforin Technologies, Inc. in the amount of
$1,520,615.80. Authorize the use of $300,000 in DCA grant funds and $350,000 in Water Advisory Panel
grant funds to be used for the project, and authorize a temporary transfer from Sewer Utility Reserves in the
amount of $430,615.80 until the grant funds are received.
ATTACHMENTS: I. Bid tabulation form.
2. Bid analysis.
3. Drawing of project area.
4. Example of sewer televising logs from core city area.
5. Comparative prices.
*6. Bid documents and specifications on file with City Clerk.
*Bid specifications and documents are lengthy and it is not practical to make copies. These documents are
available in the City Clerk's office for those who wish to review,them.
REVIEWED BY CITY MANAGER: \
Page 2
TABULATION OF BIDS Date of Opening:
CORE CITY SEWER PROJECT - May 1, 2000
BID NO. 9900-1 i
~e 1 of 1
KinseI Insituform P.M. ads -
REQUIREMENTS Industries Construction Barr 'lips
Documents Requirements
Checklist
Signed
,
Bid Bond (5% ofBid) /
t/
~''~
Insurance Certificates,
Original + two copies ~ ~ ~--~
Bid submitted IN
TRIPLICATE (3 sets)
~
(~'~
Acknowledge Addendum
#1 and Addendum #2
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TOTAL BASE BID $ $
$
$
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TOTAL ADD ALT #1 $
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TOTAL ADD ALT #2 $
y~7~~o $
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CITY OF ATLA:BEACH
'l~ BID ANALYSIS 5/?J00 - BID N0.8800-11
~ CORE CITY SANITARY SEWER IMPROVEMENTS
U
7
item No.
Descri tion
Est.
Unit ..._..... _ .... ....
Unit .......... .....
Amount ....wa, .......ar.
Unit .ca
Amount r.o,. awnaa,u
Unit auun
Amount
BASE BID• Q Price Price Price
1 Mobilization 1 LS $1.00 $1.00 $60,000.00 $60 000.00 $20,000.00 $20,000.00
2.a. install limn or i eburstin existin i e,10" 5500 LF $40.00 $220 000.00 $74.00 $407,000.00 $120.00 $660,000.00
2.b. install limn or i eburstin existin i e, 8" 6300 LF $38.00 $239 400.00 $66.00 $415,800.00 $100.00 $630,000.00
3.a. Reconnect existin services, under avement 220 EA $2,820.00 $620,400.00 $2,500.00 $550,000.00 $3,000.00 . $660,000.00
4.a. Reconnect existin services not under avement 75 EA $2,385.00 $178,875.00 $2,000.00 $150,000.00 $2,500.00 $187,500.00
5.a. Install manhole liner or coatin in existin manhole 50 EA $1,121.00 $56,050.00 $1,400.00 $70,000.00 $2,000.00 $100,000.00
6.a. Re lace existin manhole with new manhole 10 F~ $4,890.00 $48,900.00 $3,500.00 $35,000.00 $5,000.00 $50,000.00
7 Re lace existin manhole rin and cover 50 EA $375.00 $18,750.00 $550.00 $27 500.00 $750.00 $37,500.00
8 Tree rotection 1 LS $1.00 $1.00 $5,000.00 $5,000.00 $3 000.00 $3 000.00
9 Sftework 1 LS $1.00 $1.00 $15,000.00 $15,000.00 $5,000.00 $5,000.00
Subtotal $1,382,378.00 $1,735,300.00 $2,353,000.00
10% Contin en $138,237.80 $173,530.00 $235,300.00
~ N~r.w•n it TOTAL BASE BID
~ . .~-mow... ".~ 51,520,615.80 51,908,830.00 62,588,300.00
1 Mobilization 1 LS $1.00 $1.00 $40,000.00 $40,000.00 $3,000.00 $3,000.00
2.a. Install limn or i eburstin existin i e,10" 1350 LF $40.00 $54,000.00 $74.00 $99,900.00 $120.00 $162,000.00
2.b. Install finin or i eburstin existin i e, 8" 6800 LF $38.00 $258,400.00 $66.00 $448,800.00 $100.00 $680,000.00
3.a. Reconnect exlstin services, under avement 125 EA $2,820.00 $352,500.00 $2,500.00 $312,500.00 $3,000.00 $375,000.00
4.a. Reconnect existin services not under avement 45 EA $2,385.00 $107,325.00 $2,000.00 $90,000.00 $2,500.00 $112,500.00
5.a. install manhole liner or coatin in existin manhole 35 EA $1,121.00 $39,235.00 $1,400.00 $49,000.00 $2,000.00 $70,000.00
6.a. Re lace existin manhole w'rfh new manhole 10 EA $4,890.00 $48,900.00 $3,500.00 $35 000.00 $5,000.00 $50,000.00
7 Re lace existin manhole rin and cover 35 EA $375.00 $13,125.00 $550.00 $19,250.00 $750.00 $26,250.00
8 Tree rotection 1 LS $1.00 $1.00 $3,500.00 $3,500.00 $3,000.00 $3,000.00
9 Sitework 1 LS $1.00 $1.00 $10,000.00 $10,000.00 $5,000.00 $5,000.00
Subtotal $873,488.00 $1,107,950.00
$1,486,750.00
10°~ Contin enc $87,348.80 $110,795.00 $148,875.00
TOTAL ADDl7NE ALT. #1 $960,836.80 51,218,745.00 61,635,425.00
ADDITNE A LTERNATE 2
1 Mobilization 1 LS $1.00 $1.00 $15,000.00 $15,000.00 $3,000.00 $3,000.00
2 Re lace dead end cleanouts with manholes 2D EA $2,745.00 $54,900.00 $3,000.00 $60,000.00 $3,500.00 $70,000.00
3.a. install limn or i eburstin exis6n i e, 6" 2550 LF $45.00 $114,750.00 $62.00 $158,100.00 $70.00 $178,500.00
4.a. Reconnect existin services, under avement 40 EA $2,820.00 $112,800.00 $2,500.00 $100,000.00 $3,000.00 $120,000.00
5.a. Reconnect ex~stin services, not under avement 15 EA $2,365.00 $35,475.00 $2,000.00 $30,000.00 $2,500.00 $37,500.00
6 Tree rotection 1 LS $1.00 $1.00 $2,500.00 $2,500.00 $3,000.00 $3,000.00
7 Sitework 1 LS $1.00 $1.00 $5,000.00. $5,000.00 $5,000.00 $5,000.00
Subtotal $317,928.00 $370,600.00 $417,000.00
10%Contin en $31,792.80 $37,060.00 $41,700.00
TOTAL ADDITIVE ALT. #2 $349 720.80 6407,660.00 6458 700.00
BASE BID PLUS ADDITIVE ALTERNATE N0.1 $2,481,452.60 $3,127,575.00 $4,223,725.00
BASE BID PLUS ADDITIVE ALTERNATE N0.2 $1,870,336.60 $2,316,490.00 $3,047,000.00
BASE BID PLUS ADDITIVE ALTERNATE N0.1 & 2 $2,831,173.40 $3,535,235.00 $4,682,425.00
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May 22, 2000
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Video Industrial Services, Inc.
ATL BC H 113 Sheridan Road
Birmingham, AL 35214-4671
Phone: (800) 34i-1425
Fax: (312) 666-5810
CORE CITY.
Site ID Ci Street Date Time
ATL BCH 5TH ST 10/6/99 ~ 11:30:00 AM ~
M.H. Start Startin De th Startin Ft M.H.
- Sto Endin De th Endin9 Ft9
~
MH44
~ 6~~ ~
0 [
M H43
~ C~~ ~- 356 -1
Pipe Direction Pipe Size
- Irregular Pipe Size T e of Pipe Jointlen th
i W~ ~
8 ~ _~~ Cla~~~~
TapelD Counter Start Counter End _
Surface Cond. Camera Direction
r DS8 1(- 0 -~ 2810 ~ ~ Paved -} Downstream ~
Comment Disc Se ment
VAAAB000011 2
Mt i44 Distance Category Category Details Service Address Pict1 Comments
' -•0
`"- 1 Manhole Upstream
: ~,\
• 1 71 Pipe Material Change to
'~,~ PVC
~`.~• 1.9
~ 64
~ Pipe Broken
'~
•4.1
~
` 72 Pipe Material Change to
~
..
'~.
` VCP
`~,;' •, '• 14.3 47 Crack Longitudinal
`~.. •26.8 47 Crack Longitudinal
~. •32.4 51 Connection Factory Left
'•54.4 50 Connection Factory Right
~~.~'~•71.5 47 Crack Longitudinal
~'• 76.7 51 Connection Factory Left
_
•~
~"•89.5 71 Pipe Material Changeto
, PVC
~•98 72 Pipe Material Change to
,; VCP
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Y _
~'•., •109.8 71 Pipe Material Change to
\~
`- PVC
,
,
'~,
~ • 120.1 72 Pipe Material Change to
~
•, ~ VCP
`~. ~\~ 123.4
`
' 51 Connection Factory Left
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• 129.4 50 Connection Factory Right
•156.1 47 Crack Longitudinal 1NFILT
-205.1 50 Connection Factory Right
((
\\~ -•222.5 45 Crack Circular INFILT
J1 :~\ •226.5 47 Crack Longitudinal
-229.9 71 Pipe Material Change to
~~ .. PVC
,
`.•239.6 51 Connection Factory Left
'•241.5 72 Pipe Material Change to
VCP
"^^~ `~., `, •252.8 47 Crack Longitudinal
•256.6 71 Pipe Material Change to
PVC
`~,,`~~ '•269.1 72 Pipe Material Change to
~, \
~ VCP
' ~ `•, • 278.5 50 Connection Factory Right
~~. ~•2H5.5 71 Pipe Material Change to
PVC
•305.3 72 Pipe Material Change to
VCP
' `-.'i~.i 7 R~. rlr.vs I'rv~nariirv.
7
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ATLANTIC BEACH PUBLIC WORKS DEPARTMENT
COMPARISON FOR SEWER LINING PROJECTS
May 20D0
Ilnit Prir_ac fnr CIP17 Sewer RnhehllitnNnn
Item Deserlptlon Core City Sewer
May 2000 Current JEA
Contract Ptlce A.B. Sewer
Llning 1999 Jax Beach
Llning 1997 Comments
Install lining in 10" ipe $40 $47.00 $55.00 $48.00 Additional hourly pum ing rate charged to JEA for b pass pumping, cost included in AB bid
Install lining in 8" ipe $38 $43.00 $50.00 $42.00 Additional hourly pumping rate charged to JEA for bypass umping, cost included in AB bid
Reconnect services under avement $2,820.00 $2,847.00 NIA N/A Additional $450 charged to JEA for cleanout, cost included in AB bid
Reconnect services not under avement $2,385.00 $2,847.00 N/A N/A Additional $450 char ed to JEA for cleanout, cost included in AB bid
Install lining in manholes Spectrashield $1121 fiberglass $4020 fiber lass $4000 N/A
Replace existin manhole with new mh $4,890 N/A N/A N/A Not included in JEA contract, or in the last AB project
Replace existing manhole rin & cover $375 NIA N/A N/A Not included in JEA contract, or in the last AB roject
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