RES 2011-1288 - Amendment to agmt with Carollo Engineers INc for Miller Park to Pershing Detention Pond conveyance sewer, OPW 51941 t ,.
:�`, 's� r- , % Public Works Department
�`t1 4 n Omaha/Douglas Civic Center
o® �l ? '� " November 1 2011 E. 1819 Farnam Street,Suite 601
o�� ry� ' 4 ; OCT� `-' Omaha,Nebraska 68183-0601
o�'7 o�Q� ;. F �, (402)444-5220
FD FEaR l Fax(402)444-5248
City of Omaha +r?.l?}..s� . i :,• " ,
� 4 ,
.* Robert G.Stubbe,P.E.
Jim Suttle,Mayor Public Works Director
Honorable President
and Members of the City Council,
Transmitted herewith is a Resolution approving Amendment No. 1 to an Engineering Services •
Agreement with Carollo Engineers, Inc. to provide professional study phase services for the
Miller Park to Pershing Detention Pond Conveyance Sewer, known as Project OPW 51941. The
original Engineering Services Agreement with Carollo Engineers, Inc. was approved by Council
Resolution No. 169 on February 15, 2011.
The attached Amendment No. 1 to the Agreement authorizes Carollo Engineers, Inc. to provide
preliminary design, final design and bid phase services. The exact scope of services is included
in Exhibit B of the attached Amendment. Approval of this Agreement will serve as authorization
of Carollo Engineers, Inc. to proceed with the work.
Carollo Engineers, Inc. has agreed to perform the services detailed in Exhibit C of the attached
Amendment for a fee not to exceed $680,881, which is payable from the Sewer Revenue
Improvement Fund 21124, CSO Implementation Organization 116918; Sewer Revenue Bonds
will be issued to finance this project.
Carollo Engineers, Inc. has filed the required Annual Contract Compliance Report, Form, CC-1,
in the Human Rights and Relations Department.
The Public Works Department requests your consideration and approval of the attached
Resolution and Amendment to the Engineering Agreement.
Respectfully submitted, Referred to City Council for Consideration:
1:464...,
6 ,,,,e,9-- /® -i 7 - // G .2/.2, '-
Rob rt G. Stubbe, P.E. Date Mayor's 0 fi Date
Public Works Director
Approved as to Funding: Approved:
NIA_ i /111
�a Pam Spaccarotella Date Human Rights and Relations Date
Finance Director Department
1292htp
ACMV ADJUSTMENT _ $175.00 EA 0.00 $0.00 0.00 $0.00 0.00 $0.00
17 850.001 PLASTIC PAVEMENT MARKING•YELLOW $2.50 LF 0.00 $0.00 516.00 $1,290.00 516.00 $1,290.00
18 850.003 PLASTIC PAVEMENT MARKING-WHITE $2.50 LF 0.00 $0.00 0.00 $0.00 0.00 $0.00
19 930.013 CONSTRUCT ASPHALT SPEED BUMP , $2,155.00 EA 0.00 $0.00 0.00 $0.00 0.00 $0.00,
20 ,06.002 REMOVE ASPHALT SURFACE COURSE $7.35 SY 0.00 50.00 0.00 $0.00 0.00 $0.00
TOTALS 50.00 S39,631.97 539,631.97
E$TIMATFA COST
--� ACTUCO 7
AST IFFFRFNCF
TOTAL
PROJECT
OVER RUN $39,631.97
.. I UNDER RUN -
Exhibit D
UNDOR HUN
•
Exhibit C
COMPLETED TO DATE INCLUDING CHANGE ORDERS $1,992,772.93
ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89
PERCENT OF PROJECT COMPLETED BY VALUE 92.14%
CALENDAR DAYS USED TO DATE 27
TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50
INCREASE/DECREASE OF CALENDAR DAYS 3
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
AMENDMENT NO. 1
TO THE AGREEMENT FOR ENGINEERING SERVICES
FOR OPW 51941-MILLER PARK TO PERSHING SEWER SEPARATION
PROJECT(CSO)
The Professional Services Agreement between the City of Omaha,Nebraska(OWNER)and
Carollo Engineers,Inc.(ENGINEER)dated February 15,2011 for professional services to
provide study phase services is hereby amended as follows:
ENGINEER is obligated to comply with the Utilization of Small and Emerging Small
Businesses as provided in Exhibit A.
A detailed description of the scope of work and services to be performed is listed in Exhibit B.
In summary,this amendment incorporates additional services for Preliminary Design,Final
Design and Bid Phase Services for the sewer separation for the Miller Park to Pershing
Sewer Separation Project(CSO)based on the Study Phase completed for the project.
Compensation for the services in the Amendment shall be on an hourly basis as outlined in
Section IV of the February 15,2011 agreement. The estimated man-hours for this additional
work are shown in Exhibit C. The maximum amount for the services covered by this
amendment shall not exceed Six hundred and eighty thousand eight hundred and eighty one Dollars(S 680.881 )
without prior written authorization by the City of Omaha. This amendment does not change
any of the provisions of the original contract.
In accordance with the provisions of the February 15,2011 Agreement,this Amendment is
executed on,4 y, ,3 ,2011.
"OWNER" "ENGINEER"
CITY OF OMAHA,NEBRASKA Carollo Engineers,Inc.
Omaha/Douglas Civic Center 1603 Famam St.
1819 Famam St.,Suite 601 Suite 119
Omaha,NE 68183 Omaha,NE 68102
� G n
ir. /,/i .L tC'G e'
; or , e.r4dr</t, ircL� o-f—
I ATTEST: APPROVED •
AS TO FORM:
.lil p129/
i lerk Deputy Ci Attorney
1
the Engineering Agreement.
Respectfully submitted, Referred to City Council for Consideration:
1:464...,
6 ,,,,e,9-- /® -i 7 - // G .2/.2, '-
Rob rt G. Stubbe, P.E. Date Mayor's 0 fi Date
Public Works Director
Approved as to Funding: Approved:
NIA_ i /111
�a Pam Spaccarotella Date Human Rights and Relations Date
Finance Director Department
1292htp
ACMV ADJUSTMENT _ $175.00 EA 0.00 $0.00 0.00 $0.00 0.00 $0.00
17 850.001 PLASTIC PAVEMENT MARKING•YELLOW $2.50 LF 0.00 $0.00 516.00 $1,290.00 516.00 $1,290.00
18 850.003 PLASTIC PAVEMENT MARKING-WHITE $2.50 LF 0.00 $0.00 0.00 $0.00 0.00 $0.00
19 930.013 CONSTRUCT ASPHALT SPEED BUMP , $2,155.00 EA 0.00 $0.00 0.00 $0.00 0.00 $0.00,
20 ,06.002 REMOVE ASPHALT SURFACE COURSE $7.35 SY 0.00 50.00 0.00 $0.00 0.00 $0.00
TOTALS 50.00 S39,631.97 539,631.97
E$TIMATFA COST
--� ACTUCO 7
AST IFFFRFNCF
TOTAL
PROJECT
OVER RUN $39,631.97
.. I UNDER RUN -
Exhibit D
UNDOR HUN
•
Exhibit C
COMPLETED TO DATE INCLUDING CHANGE ORDERS $1,992,772.93
ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89
PERCENT OF PROJECT COMPLETED BY VALUE 92.14%
CALENDAR DAYS USED TO DATE 27
TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50
INCREASE/DECREASE OF CALENDAR DAYS 3
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
EXHIBIT "A"
UTILIZATION OF SMALL AND EMERGING SMALL BUSINESSES
It is the policy of the City of Omaha that Small and Emerging Small Businesses shall have the
maximum practicable opportunity to participate in City of Omaha projects. Consequently,the
requirements of the Small and Emerging Small Business Program ordinance apply to this
solicitation. For questions on certification, including a listing of what firms are certified
under the Small and Emerging Small Business Program,please see the City of Omaha website
at www.ci.omaha.ne.us or contact the Human Rights and Relations Department at 444-5055.
With regard to this AGREEMENT,the CITY has determined that a sufficient number of
companies exist within the following CERTIFIED GROUP(S):
[ ] Tier I Emerging Small Business
[ ] Tier II Emerging Small Business
[ ] Tier I Small Business
[X] Tier II Small Business
firm to fulfill
[ ] this entire contract
[X] a portion of this contract as defined below:
Utility Coordination, Subsurface Utility Exploration Management, Drafting
*Please note: in order to be considered for this AGREEMENT,the Small Business or
Emerging Small Business must be CERTIFIED in the above-referenced category PRIOR TO
the issuance of the Request for Proposal.
Pursuant to Omaha Municipal Code Section l 0-203(d), Project Teams that include the above-
referenced category of businesses will be given preference in the selection process.
Submittals by non-certified businesses or the failure of a prime contractor to utilize a certified
subcontractor in the above-designated portion of this AGREEMENT shall be deemed non-
responsive and rejected. ENGINEER must complete Exhibit"A" and submit it with their
AGREEMENT to be considered.
2
e'
; or , e.r4dr</t, ircL� o-f—
I ATTEST: APPROVED •
AS TO FORM:
.lil p129/
i lerk Deputy Ci Attorney
1
the Engineering Agreement.
Respectfully submitted, Referred to City Council for Consideration:
1:464...,
6 ,,,,e,9-- /® -i 7 - // G .2/.2, '-
Rob rt G. Stubbe, P.E. Date Mayor's 0 fi Date
Public Works Director
Approved as to Funding: Approved:
NIA_ i /111
�a Pam Spaccarotella Date Human Rights and Relations Date
Finance Director Department
1292htp
ACMV ADJUSTMENT _ $175.00 EA 0.00 $0.00 0.00 $0.00 0.00 $0.00
17 850.001 PLASTIC PAVEMENT MARKING•YELLOW $2.50 LF 0.00 $0.00 516.00 $1,290.00 516.00 $1,290.00
18 850.003 PLASTIC PAVEMENT MARKING-WHITE $2.50 LF 0.00 $0.00 0.00 $0.00 0.00 $0.00
19 930.013 CONSTRUCT ASPHALT SPEED BUMP , $2,155.00 EA 0.00 $0.00 0.00 $0.00 0.00 $0.00,
20 ,06.002 REMOVE ASPHALT SURFACE COURSE $7.35 SY 0.00 50.00 0.00 $0.00 0.00 $0.00
TOTALS 50.00 S39,631.97 539,631.97
E$TIMATFA COST
--� ACTUCO 7
AST IFFFRFNCF
TOTAL
PROJECT
OVER RUN $39,631.97
.. I UNDER RUN -
Exhibit D
UNDOR HUN
•
Exhibit C
COMPLETED TO DATE INCLUDING CHANGE ORDERS $1,992,772.93
ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89
PERCENT OF PROJECT COMPLETED BY VALUE 92.14%
CALENDAR DAYS USED TO DATE 27
TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50
INCREASE/DECREASE OF CALENDAR DAYS 3
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
SMALL AND/OR EMERGING SMALL BUSINESS
DISCLOSURE PARTICIPATION FORM
THIS FORM MUST BE SUBMITTED WITH THE AGREEMENT
In the performance of this AGREEMENT,the ENGINEER proposes and agrees to make good faith efforts to contract
with eligible City of Omaha certified small and/or emerging small businesses. Should the below listed small or
emerging small business subcontractor be determined to be unable to perform successfully or is not performing
satisfactorily.the ENGINEER shall obtain prior approval from the Public Works Department Director or a designee,
for substitution of the below listed subcontractor with a City of Omaha certified small or emerging small business.if a
qualified substitute is available. By submitting this Arm. the ENGINEER is certifying that it has afforded
subcontractors participating in the program the opportunity to participate on this proiect.
Type of work and Projected
contract item or commencement and
Name of small or parts thereof to be completion date of Agreed price with
emerging small Address performed work SB/ESB Percentage(%)
business
RW Engineering 6225 N 89th Circle Utility Coordination November 1,2011 $74,145.00 10.9%
&Surveying Omaha, NE 68134 (Task 1.2.1,2.1, —August 31,2011
2.27),SUE
Management(Task
2.2),Drafting(Task
2.16,3.8,3.17,3.23,
3.38,3.39,3.40)
Totals $74,145.00 10.9%
CERTIFICATION
The ENGINEER certifies that he/she has read,understands,and agrees to be bound by small and/or emerging small business
participation contract specifications,and the other terms and conditions of the AGREEMENT. The undersigned further
certifies that he/she is legally authorized by the ENGINEER to make the statements and representations in the small and/or
emerging small business participation contract specifications and that said statements and representations are true and correct
to the best of his/her knowledge and belief. The undersigned will enter into formal agreement(s)with small and/or emerging
small businesses(which are otherwise deemed by the City of Omaha to be technically responsible to perform the work)listed
at the price(s)set forth in this Exhibit conditioned upon execution of a contract by the undersigned with the City of Omaha.
The ENGINEER agrees that if any of the representation made regarding utilization of small and/or emerging small business
by the ENGINEER knowing them to be false,or if there is a failure by the ENGINEER(i.e.the Contractor)to implement the
stated agreements,intentions,objectives,goals,and comments set forth herein without prior approval of the Public Works
Director,such action shall constitute a material breach of the contract,entitling the City of Omaha to reject the
AGREEMENT or to terminate the Contract for default. The right to so terminate shall be in addition to,and not in lieu of,
any other rights or remedies the City of Omaha may have for other defaults under the AGREEMENT,under City of Omaha's
Contract Compliance Ordinance or otherwise. Additionally,the ENGINEER will be subject to the terms of any future
contract awards.
Signature y Csa
Title 'ce //1-s( .i& Date of Signing /G f�.?dl/
Firm or Corporate Name Carollo Engineers.Inc.
Address 1603 Famam St,Suite 119,Omaha,NE 68102 Telephone Number_402-779-8981
3
GE ORDERS $1,992,772.93
ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89
PERCENT OF PROJECT COMPLETED BY VALUE 92.14%
CALENDAR DAYS USED TO DATE 27
TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50
INCREASE/DECREASE OF CALENDAR DAYS 3
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
• EXHIBIT"B"
SCOPE OF SERVICES
AMENDMENT NO. 1
OPW 51941 -MILLER PARK TO PERSHING
SEWER SEPARATION PROJECT (CSO)
ENGINEER shall provide preliminary engineering design,final engineering design and
bidding assistance to the CITY as outlined in the task descriptions described herein.
Preliminary design shall be based on the,recently completed Conceptual (10%) Study
phase documents, as approved by the CITY, along with all field investigations results and
utility coordination information.An additional amendment may be prepared if Services
During Construction, construction inspection and construction administration services are
needed, as determined by the CITY.
ENGINEER will perform the preliminary and final engineering design services in
accordance with CITY and CSO Program Plans, Protocols, Procedures, Standards, and
Guidance Documents.
These documents can be found on the CSO Web Portal in the following location:
http://www.omahacsopt.com/proiects/Shared%20Docu ments/Forms/Document%20Group.aspx
The following documents are hereby included in this Scope of Services by reference:
Document Name Document Date
PLANS •
• Combined Sewer Overflow Control Program Quality Management Plan 05/26/2010
• Risk Management Plan 04/12/2010
PROTOCOLS
• Environmental Protocol 12/11/2009
• Sewer Separation Protocol Rev.0.01 Updated 07/30/2010
PROCEDURES
• City of Omaha Manhole and Lamping Inspection Procedure Revision 2 Updated 03/04/2011
• Design Phase Procedures Updated 07/23/2010
• City of Omaha Pipeline Inspection Procedure Using Closed Circuit Updated 03/04/2011
Television Revision 2
• Public Information Procedure for CSO and RNC Projects Updated 05/09/2011
• ROW Management and Property Acquisition Procedure for(Non-Federal) Updated 09/16/2010
Projects
4
ifications and that said statements and representations are true and correct
to the best of his/her knowledge and belief. The undersigned will enter into formal agreement(s)with small and/or emerging
small businesses(which are otherwise deemed by the City of Omaha to be technically responsible to perform the work)listed
at the price(s)set forth in this Exhibit conditioned upon execution of a contract by the undersigned with the City of Omaha.
The ENGINEER agrees that if any of the representation made regarding utilization of small and/or emerging small business
by the ENGINEER knowing them to be false,or if there is a failure by the ENGINEER(i.e.the Contractor)to implement the
stated agreements,intentions,objectives,goals,and comments set forth herein without prior approval of the Public Works
Director,such action shall constitute a material breach of the contract,entitling the City of Omaha to reject the
AGREEMENT or to terminate the Contract for default. The right to so terminate shall be in addition to,and not in lieu of,
any other rights or remedies the City of Omaha may have for other defaults under the AGREEMENT,under City of Omaha's
Contract Compliance Ordinance or otherwise. Additionally,the ENGINEER will be subject to the terms of any future
contract awards.
Signature y Csa
Title 'ce //1-s( .i& Date of Signing /G f�.?dl/
Firm or Corporate Name Carollo Engineers.Inc.
Address 1603 Famam St,Suite 119,Omaha,NE 68102 Telephone Number_402-779-8981
3
GE ORDERS $1,992,772.93
ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89
PERCENT OF PROJECT COMPLETED BY VALUE 92.14%
CALENDAR DAYS USED TO DATE 27
TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50
INCREASE/DECREASE OF CALENDAR DAYS 3
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
• Geotechnical Investigations Procedure for Sewer Separation Projects Updated 06/30/2010
• City of Omaha Smoke and Dye Testing Procedure(Revision 2) Updated 03/04/2011
• Utility Coordination Procedure Updated 08/17/2011
STANDARDS
03/15/2010
• Omaha CSO Program CAD Standards with Update 04/26/2010 With 04/26/2010
Update
• InfoWorks Modeling Standard Updated 06/24/2010
• Public Works Department Design Division Surveying Proposals 03/04/2011
Guidelines for Preparation and Presentation
GUIDANCE DOCUMENTS
• Sewer Separation Cost Estimate Template Guidance Updated 06/04/2010
• Omaha Green Solutions Site Suitability Assessment and BMP Selection 12/21/2009
Process Guidance Document
• Private Property Investigation Guidance Updated 07/12/2010
• Sanitary Sewer Design Basis and Methodology Guidance Updated 06/27/2010
• Storm Sewer Design Basis and Methodology Guidance Updated 06/27/2010
• Sustainability Guidance Updated 01/04/2011
• • Urban Design Review Board Guidance Updated 12/20/2010
Note: City of Omaha Standard Specifications and Plates shall be used unless
special conditions require modification. Modifications are to be approved by the
CITY.
TASK 1 --PROJECT MANAGEMENT
Objective: Provide for the overall project management and administration,project
coordination,public involvement and neighborhood coordination throughout
the duration of the PROJECT.
Deliverables: Update Project Execution Plan; Certification of a Project Health and Safety
Plan; Quality Control Plan; monthly invoices; monthly progress reports; e-mail
progress updates every two weeks; monthly schedule updates;progress meeting
and other meeting minutes.
Scope:
1.1. Project Management and Administration. ENGINEER to provide routine
project management and administrative activities including:
1.1.1. Project Management and Administration. ENGINEER shall monitor
progress and schedule and facilitate coordination of the PROJECT design
elements; Prepare monthly invoicing with estimated percentage of work
5
sible to perform the work)listed
at the price(s)set forth in this Exhibit conditioned upon execution of a contract by the undersigned with the City of Omaha.
The ENGINEER agrees that if any of the representation made regarding utilization of small and/or emerging small business
by the ENGINEER knowing them to be false,or if there is a failure by the ENGINEER(i.e.the Contractor)to implement the
stated agreements,intentions,objectives,goals,and comments set forth herein without prior approval of the Public Works
Director,such action shall constitute a material breach of the contract,entitling the City of Omaha to reject the
AGREEMENT or to terminate the Contract for default. The right to so terminate shall be in addition to,and not in lieu of,
any other rights or remedies the City of Omaha may have for other defaults under the AGREEMENT,under City of Omaha's
Contract Compliance Ordinance or otherwise. Additionally,the ENGINEER will be subject to the terms of any future
contract awards.
Signature y Csa
Title 'ce //1-s( .i& Date of Signing /G f�.?dl/
Firm or Corporate Name Carollo Engineers.Inc.
Address 1603 Famam St,Suite 119,Omaha,NE 68102 Telephone Number_402-779-8981
3
GE ORDERS $1,992,772.93
ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89
PERCENT OF PROJECT COMPLETED BY VALUE 92.14%
CALENDAR DAYS USED TO DATE 27
TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50
INCREASE/DECREASE OF CALENDAR DAYS 3
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
complete by contract task;prepare monthly progress reports;prepare and
send e-mail progress updates every two weeks; scope, schedule, and budget
tracking;provide staffing management and contract administration; maintain
communication with PMT; maintain Quality Control;provide,monthly
PROJECT schedule updates; If not on schedule or budget, explain reasons
for deviations and mitigation plan to rectify.File project documents on the
Project page of the CSO Program SharePoint website.
1.1.2. Quality Control Plan (QCP). ENGINEER will prepare and implement a QCP
that is consistent with the CSO Program Quality Management Plan (QMP).
QCP should address field data QC as required in Field Services Procedures.
Maintain QCP throughout the duration of the project.
1.1.3. Project Health and Safety Plan (HSP). The ENGINEER is responsible for the
• health and safety of its employees and confirming that ENGINEER's
subcontractors have a good understanding of all PROJECT health and safety
requirements. The CITY and PMT put a high value on the safety of all
personnel working on delivery of the CSO Program. ENGINEER will
develop a project specific HSP to apply to employees working on this
PROJECT. It will address safety in the office, site visits, and field
investigations, shall include OWNER and PMT requirements and shall be
consistent with the CSO Program Protocols.
1.1.4. Update Project Execution Plan (PEP). ENGINEER will update the PEP that
was created during the earlier phase of the PROJECT with all relevant
preliminary and final design information in accordance with the requirements
set forth in the project delivery plan,protocols,plans,procedures, standards
and guidance prepared by the PMT. The PEP will include project
procedures, CAD drafting standards, GIS coordination, filing standards,
public involvement coordination,project team organization, and a detailed
project schedule developed in Microsoft Project with associated deliverable
dates. Maintain PEP throughout the duration of the project.
1.1.5. Initial Project Kickoff Meeting. ENGINEER will conduct the initial project
kickoff meeting with PMT. The purpose of the meeting will be to review the
project approach, PEP, project goals/objectives, and preliminary and final
design; establish project communication procedures; and establish the project
schedule. ENGINEER will prepare minutes for the meeting and distribute
electronically in Microsoft Word format.
1.1.6. Monthly PMT Meeting. ENGINEER will conduct monthly progress
meetings with the PMT for the duration of the PROJECT to provide updates
on project progress, budget and schedule status, current project issues, and
public involvement activities. Anticipated future activities and PMT needs
will be discussed. ENGINEER will be responsible for arranging the meeting,
preparing an agenda, conducting the meeting, and taking and distributing
meeting notes. Ten (10) progress meetings are assumed based on the
preliminary schedule.
1.1.7. Associated with one of the initial monthly progress meetings for 30%design,
the project team, City and PMT shall conduct a site visit to walk the
6
1
3
GE ORDERS $1,992,772.93
ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89
PERCENT OF PROJECT COMPLETED BY VALUE 92.14%
CALENDAR DAYS USED TO DATE 27
TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50
INCREASE/DECREASE OF CALENDAR DAYS 3
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
proposed alignment and project area and identify any obvious design/
construction issues.
1.2. Agency and Project Coordination. ENGINEER will provide routine agency and
project coordination activities including:
1.2.1. Utility Coordination. ENGINEER will provide for the communication with
the utilities in the project area including notification of the project, requests for
facility information, requests for clarifications,transmittal of drawings, and
meetings to discuss the project. ENGINEER will send utility requests directly
to the utility companies with copies of the requests to the PMT utility
coordinator. ENGINEER will be responsible for setting up and updating a
utility tracking log throughout the PROJECT, and taking and distributing
meeting notes and incorporating utility information into the design of the
PROJECT.
1.2.2. Agency Coordination and Permitting. Coordination will be conducted in
• conformance with the Environmental Plan and under the oversight of the
PMT's Compliance Coordinator. Communication with the impacted agencies
will be in conformance with the Environmental Protocol. [The impacted„
agencies may include, but are not limited to, the BNSF Railway Company, the
Union Pacific Railroad(UPRR), the U.S. Army Corps of Engineers, the
Nebraska Department of Roads, Papio-Missouri River Natural Resources
District, the Nebraska Game and Parks Commission, United States Fish and
Wildlife Service, the Nebraska State Historic Preservation Office, Nebraska
Department of Natural Resources, the Nebraska Department of Environmental
Quality and the CITY's Quality Control Division.] ENGINEER will be
responsible for taking and distributing meeting notes and incorporating Agency
information into the design of the PROJECT.
1.2.3. CITY Agency Coordination. Provide for meetings through with CITY
Agencies including other divisions within the Public Works Department,
Planning Department and Parks, Recreation and Public Property Department.
Meetings will be held as necessary to maintain open lines of communication,
obtain feedback on design elements that may impact other departments and
allow for design reviews/comments as needed. If necessary, coordination with
the City Planning Department regarding Urban Design Review Board
approvals shall be in accordance with the Urban Design Review Board
Guidance.
1.2.4. GIS Coordination. This task includes GIS coordination work for the Project
Team as well as coordination with the CITY/PMT to manage and update CITY
GIS information for the PROJECT. This includes providing necessary
electronic files and information developed as part of the PROJECT to the
CITY/PMT for updating the C1TY's GIS database.
1.2.5. Program Management and Technical Team Meetings. This task includes
program management and technical team meetings anticipated during the
course of the project. Meetings will be held between the ENGINEER, CITY,
PMT, and SUBCONSULTANTS on an as-needed basis.
7
Ten (10) progress meetings are assumed based on the
preliminary schedule.
1.1.7. Associated with one of the initial monthly progress meetings for 30%design,
the project team, City and PMT shall conduct a site visit to walk the
6
1
3
GE ORDERS $1,992,772.93
ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89
PERCENT OF PROJECT COMPLETED BY VALUE 92.14%
CALENDAR DAYS USED TO DATE 27
TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50
INCREASE/DECREASE OF CALENDAR DAYS 3
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
•
1.3. Public Involvement and Neighborhood Coordination. ENGINEER shall
communicate with the impacted property owners, businesses, schools, and
neighborhood associations affected by the PROJECT; organize and run meetings
to discuss the PROJECT scope and schedule; develop correspondence regarding
PROJECT; and prepare exhibits. ENGINEER shall be responsible for the
following:
1.3.1. Address Public Participation issues in the monthly progress meetings.
1.3.2. Conduct One(1) Public Meeting. The ENGINEER will organize and conduct a
Public Project 65%to 80%design level meeting in coordination with
neighborhood associations and other stakeholders. The ENGINEER will
determine the distribution list for the public meetings,prepare and distribute the
public meeting notifications according to the Public Information Procedure,
arrange for the meeting place, arrangements and logistics for the meetings and
assist with preparation of the presentation, agenda, sign-in sheets, meeting notes
and other items as necessary. The purpose of the"Open House" style meeting
will be to review the overall PROJECT design plans, including proposed
schedule, potential community enhancements discussions, and opportunities for
public input. ENGINEER will prepare presentation materials including Power
Point presentations, hardboards, maps, design drawings and handouts to present
at the meeting, and take minutes for the meeting and distribute electronically in
Microsoft Word format for draft and PDF format for final.
1.3.3. Conduct Stakeholder Communications
1.3.3.1. Identify impacted stakeholders such as neighborhood associations,
businesses, schools, churches, organizations, elected officials,
community leaders(in PROJECT area)
1.3.3.2. Create an email and mailing database of the impacted stakeholders
1.3.3.3. Conduct one-on-one and small group meetings with impacted
stakeholders, PMT, and CITY agencies to coordinate proposed
improvements, green solutions, community enhancements, and
construction impacts.
1.3.3.4. Develop the scheduling and logistics of stakeholder meetings and
develop agendas,presentations, meeting notes and follow-ups as
requested.
1.3.4. Develop CSO Program Public Website Content
1.3.4.1. Write PROJECT description and provide photos or exhibits to the
Program Public Facilitator(PPF)to be posted to the projects section of
the CSO Program public website.
1.3.4.2. Provide all public meeting information to the PPF per the Public
Information Procedure.
1.3.4.3. Provide a draft of any news opportunities to the PPF for coordination
with the Program media communications and provide copies of any
printed news items to be posted to the news archives on the public
website.
8
is task includes
program management and technical team meetings anticipated during the
course of the project. Meetings will be held between the ENGINEER, CITY,
PMT, and SUBCONSULTANTS on an as-needed basis.
7
Ten (10) progress meetings are assumed based on the
preliminary schedule.
1.1.7. Associated with one of the initial monthly progress meetings for 30%design,
the project team, City and PMT shall conduct a site visit to walk the
6
1
3
GE ORDERS $1,992,772.93
ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89
PERCENT OF PROJECT COMPLETED BY VALUE 92.14%
CALENDAR DAYS USED TO DATE 27
TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50
INCREASE/DECREASE OF CALENDAR DAYS 3
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
TASK 2—PRELIMINARY (30%) DESIGN
Field Work and Data Acquisition
Objective: Based on the alignment selection and direction from the PMT,proceed with
the Preliminary Design for the proposed alignment along Redick Avenue
utilizing and modifying the existing outlet structure from the Miller Park Pond.
Deliverables: Topographic survey, geotechnical investigation and additional manhole
condition assessments, and CCTV, as required.
Scope:
2.1. Receive and Review Utility Drawings. Receive and review utility location maps
as additional drawings become available including sanitary sewer mains and
services; street lights;traffic signals; gas main and services; water main and
services; underground and overhead electric; telephone facilities; cable TV; and
fiber optic cable. Upon completion of topographic survey, revisit utility drawings
previously received to identify any discrepancies. Consult utility to resolve
discrepancies.
2.2. Perform Subsurface Utility Exploration (SUE) for key utilities based on
information obtained from the utility companies. An allowance of 6 individual
potholes of SUE work is included for areas that are not performed by the utilities
themselves.A cost allowance of$867 per pothole is included to employ a
Contractor to perform potholing including traffic control and surface restoration.
Proposed SUE work will be reviewed with CITY and PMT, and proceed only
upon authorization by the CITY.
2.3. Rehabilitation Recommendations. The CITY is NOT looking for manhole or pipe
rehabilitation or replacement recommendations as part of these plans and
specifications UNLESS it is needed to immediately make the existing sewer
separation function properly as designed. Examples include: Cured-in-Place
(CIPP) lining to provide structural integrity to an unstable sewer line that is to be
converted to-a storm or sanitary sewer, OR replacement of a highly unstable
existing sewer or manhole that could not withstand construction of the proposed
new facilities due to the close horizontal and vertical proximity. The ENGINEER
shall discuss possible recommendations early on with PMT and CITY staff to get
confirmation or obtain direction on what rehabilitation to proceed with and
incorporate into the PROJECT, if any. This requirement should not be in conflict
with Inflow/Infiltration Reduction Requirements in section 2.19 and section 3.6.
2.4. Topographic Survey. Perform a site survey in sufficient detail to prepare
construction documents. The survey shall follow the proposed pipe routing
defined in conceptual design. Survey for the sewers within the neighborhood shall
extend from the street centerline to the house. The survey of the route through
undeveloped areas shall extend 50 feet on each side of the proposed centerline.
The survey of the route through the golf course shall extend 150 feet on each side
of the proposed centerline. Survey shall be performed in accordance with the
Survey Standards. Survey field book and survey digital data shall be given to the
CITY upon completion of final design. Features include edge of pavement, edge
9
Ten (10) progress meetings are assumed based on the
preliminary schedule.
1.1.7. Associated with one of the initial monthly progress meetings for 30%design,
the project team, City and PMT shall conduct a site visit to walk the
6
1
3
GE ORDERS $1,992,772.93
ORIGINAL CONTRACT PRICE INCLUDING CHANGE ORDERS $2,162,676.89
PERCENT OF PROJECT COMPLETED BY VALUE 92.14%
CALENDAR DAYS USED TO DATE 27
TOTAL ORIGINAL CONTRACT CALENDAR DAYS 50
INCREASE/DECREASE OF CALENDAR DAYS 3
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
• of gravel, culverts,pipes, boxes, structures, drives, fences, and utilities,trees and
landscaping will be located in the improved areas.
- Survey to include two private property lot surveys associated with the two
potential sewer alignments. City to obtain Right-of-Entry for surveying of
private property.
2.5. Geotechnical investigations will include nine (9)test borings located at critical
locations and spaced at roughly 600 feet intervals as shown on the attached Figure.
The boring locations will be adjusted based on equipment access, site conflicts,
and utility clearance issues. Right of entry will be obtained and all boring locations
must be readily accessible. Perform test borings to obtain geologic information and
samples of the soils, and laboratory tests to determine the relevant engineering
properties of the various soil strata. Boring depths are intended to extend 10-feet
below proposed invert level to permit assessment of excavation stability and
possible shoring. One boring that is not in the Pershing Detention Basin shall
extend to Elevation 980-feet. If trenchless installation techniques are anticipated,
this investigation shall evaluate and provide design criteria/parameters for this
construction. Geotechnical investigations shall be performed in accordance with
the Geotechnical Investigation Procedure for. Sewer Separation Projects.
Project team shall provide the City with electronic files of all geotechnical boring
locations (and identification numbers referenced in the geotechnical report) created
while preparing the Geotechnical Investigation Report. Project team shall
coordinate with the PMT to assure that minimum data attributes are provided with
the electronic data.
2.6. Perform street corings to determine composition and thickness of existing street
surfacing and street base materials. Coring of the street section will include eleven
(11) locations as shown on the attached Figure. Perform analysis of existing
materials to determine bearing capacities and suitability for long term reliability.
Investigation shall also address adjacent streets that may be used for access routes
to the construction area. This information will help to determine which streets will
or will not hold up to construction activities(especially if the pavement is cut into)
so the ENGINEER can properly determine pavement removal/replacement areas in
coordination with existing street and curb conditions and utility impacts. Include
results of investigations and evaluations in the geotechnical evaluation report.
2.7. A geotechnical report shall be prepared and will discuss the general soil and
ground water conditions underlying the site;provide an estimate of the dewatering
flow rate anticipated at various locations for use in preparing the dewatering
permit;present the relevant engineering properties of the existing soils; provide
excavation and earthwork recommendations including minimum setbacks from
adjacent structures; evaluate feasibility of pipe boring/tunneling, if required;
include results and evaluations of the street corings; and recommend design
criteria and parameters for pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
•
• Inspection Procedure. Approximately 13 total structures will be investigated as
shown on the attached Figure.
2.9. Perform CCTV as necessary. The CCTV allowance includes cleaning, televising
and review of existing piping in the project area, as required, and is based on an
estimated 3,430 feet of sewer in the project area, for cleaning and CCTV
inspection performed in accordance with the Pipeline Inspection Using CCTV
Procedure, as shown on the attached Figure.
Preliminary(30%)Design Documents
Objective: Develop(30%)preliminary drawings for review and utility coordination. The
30%design submittal is meant to provide a preliminary determination of
alignment and depth of proposed storm and sanitary sewers and/or conversion
of the existing combined sewer to either storm or sanitary, in relationship to
existing utilities and street features based on the level of information available.
Deliverables: Preliminary plan/profile drawings of the proposed sewer improvements
including known utilities,per the Design Phase Procedures. Copies will be
provided in printed and electronic format in accordance with the Sewer
Separation Protocol.
Scope:
2.10. Update the hydrologic and hydraulic calculations based on Selected Layout.
Update the hydraulic calculations based on the final layout of the storm sewer
system. The final storm sewer layout will be set after completion of the
topographic survey, field investigations, and review of potential conflicts. The
proposed pipe system will be adjusted as necessary to maintain the sewer flow
without surcharging the pipes or manholes beyond acceptable design limits.
i. Calculations to include analysis of potential separated stormwater flows
from the following additional catch basins:
a. Inlets at the intersection 25th Ave. and Bauman Ave.
b. Inlets at intersection of 25th Ave. and Newport Ave.
c. Inlets at intersection of 28th Ave. and Redick Ave.
ii. Design and field work associated with the potential sewer separation
areas denoted above shall be designated as additional services. See Task
6.
2.11. Preliminary Green Solutions Design. Prepare layout drawings of proposed green
solutions including layout of amenities, landscaping, etc.
2.12. System Refinement. Review the proposed storm and sanitary systems for conflicts
with existing utilities, routing limitations, and constructability issues. Adjust the
proposed storm and sanitary sewer systems as necessary to eliminate conflicts
11
nd evaluations in the geotechnical evaluation report.
2.7. A geotechnical report shall be prepared and will discuss the general soil and
ground water conditions underlying the site;provide an estimate of the dewatering
flow rate anticipated at various locations for use in preparing the dewatering
permit;present the relevant engineering properties of the existing soils; provide
excavation and earthwork recommendations including minimum setbacks from
adjacent structures; evaluate feasibility of pipe boring/tunneling, if required;
include results and evaluations of the street corings; and recommend design
criteria and parameters for pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
wherever reasonably possible including selecting and evaluating alternate
alignments; revising inlet locations; and adjusting pipe inverts.
2.13. Verify Hydraulic Performance. Verify the capacity and performance of the
adjusted storm and sanitary sewer systems to ensure the proposed pipes and
manholes do not surcharge beyond acceptable design limits. Adjust as needed to
meet this criterion. Sanitary sewer system shall be designed in conformance with
the Sanitary Sewer.Design Basis and Methodology Guidance. Storm sewer design
shall be in conformance with the Storm Sewer Design Basis and Methodology
Guidance.
2.14. Finalize Routing and Sizes. Update the system layout based on the topographic
survey. Evaluate for conflicts and adjust accordingly. Evaluate the hydraulic
performance and adjust the pipe sizes and inverts accordingly.
2.15. Field Investigation of the Proposed Routing. ENGINEER will coordinate a Project
Team site visit with the PMT as part of a Monthly Progress meeting to field verify
the route of the proposed sewer system prior to commencement of the topographic
survey to evaluate for constructability. Sewer layout to be adjusted based on the
findings.
2.16. Prepare Plan/Profile and Other Drawing Sheets. Import the topographic survey
and develop the plan/profile sheets. Some clean-up of survey data is generally
necessary so that the plan sheets are not overly cluttered as per the CAD Standards.
Import available utility drawings. Show proposed sewer improvements. Show
proposed Green Solutions location and type(no detailed green solutions drawings
on plan/profile sheets).
2.17. Coordinate utility relocation requirements with affected utilities. Minimize utility
relocation and design utility crossings by field verifying critical elevations,
including locations of existing manholes, utilities, and sewer infrastructure along
preferred alignments.
2.18. Identify and incorporate paving removal and replacement limits along with
anticipated sidewalk and handicap ramp construction(conservative estimates at
this stage). Determine preliminary pavement removal and replacement areas while
taking into consideration existing street and curb conditions, and potential utility
impacts to the City right-of-way and pavement due to relocations and
replacements.
2.19. Inflow/Infiltration Reduction Requirements. All sewer separation projects will
include a minimum amount of rehabilitation and new construction measures to
minimize and eliminate some direct sources of storm and ground water inflow and
infiltration in both sanitary and storm sewer manholes,whether in pavement or in
non-paved areas. These measures include: (1) installing external frame seals and
solid manhole covers on all new manholes; (2) installing external frame seals on all
existing manholes exposed during construction,which may include rebuilding
risers; (3)cut out, expose, rebuild risers if necessary, and install external frame
seals on all existing manholes which are on sanitary sewers or on pipes that are
being changed from combined to sanitary sewers; (4) replace existing perforated
12
feasibility of pipe boring/tunneling, if required;
include results and evaluations of the street corings; and recommend design
criteria and parameters for pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
manhole covers with solid covers (and new frame if necessary) on all existing
sewers which are changed from combined to sanitary sewers, AND on any existing
sanitary sewers (especially upstream branches that feed into these renovated
sewers). This work will be included in the final design project plans and
specifications for the direct project area at a minimum, and to the extent of the
system outside of the project area as determined through discussions with the PMT.
Estimated costs for the above I/I reduction requirements should be included in the
30%construction cost estimates.
2.20. Develop Project Phasing and Scheduling. Develop project phasing and
sequencing, if applicable, and discuss in the technical memorandum.
2.21. Review Right-of-Way Requirements. Prepare right-of-way requirements for the
construction of the new sewer system per the ROW Management and Property
Acquisition Procedure. The right-of-way requirements are to be shown on the
plan and discussed in the Basis of Design technical memorandum.
2.22. Prepare OPC. Prepare an opinion of probable costs (OPC) based on the (30%)
preliminary drawings and level of design. The OPC is to be developed in
accordance with the Sewer Separation Protocol and provided in the technical
memorandum.
30% Basis of Design TM
Objective: Prepare a 30%Basis of Design Technical Memorandum that summarizes the
findings, calculations, assumptions, and phasing plan, based on the preliminary
design.
Deliverables: The key deliverables will be the updated Basis of Design TM for the
conveyance sewer, sewer separation, and green solutions elements and 30%
complete plan and profile sheets.
Scope:
2.23. Risk Management. The Project Team shall identify in the TM the risk mitigation
strategy for the risk factors identified in the Sewer Separation Protocol.
2.24. Sustainability. The ENGINEER will develop preliminary sustainability strategies
based on the Sustainability Benefits Table developed by the PMT.
2.25. Basis of Design TM. The 30%Basis of Design TM shall summarize the
development of the preliminary plans including field data, GIS data, hydrologic
and hydraulic calculations; system sizing; utility coordination; neighborhood
coordination; sustainability, risk mitigation strategy, green solutions; green
solutions benefits; agency and permitting coordination; list of environmental
clearances/permits; OPC; and recommendations for final design including phasing
and sequencing.
13
ources of storm and ground water inflow and
infiltration in both sanitary and storm sewer manholes,whether in pavement or in
non-paved areas. These measures include: (1) installing external frame seals and
solid manhole covers on all new manholes; (2) installing external frame seals on all
existing manholes exposed during construction,which may include rebuilding
risers; (3)cut out, expose, rebuild risers if necessary, and install external frame
seals on all existing manholes which are on sanitary sewers or on pipes that are
being changed from combined to sanitary sewers; (4) replace existing perforated
12
feasibility of pipe boring/tunneling, if required;
include results and evaluations of the street corings; and recommend design
criteria and parameters for pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
•
2.26. Plan Distribution. Coordinate with the PMT/City for the distribution of the
documents to the review agencies,permitting agencies, utilities, and CITY
departments for review and comment. This includes the Planning Department
Urban Design Review Board, if necessary. ENGINEER will assist PMT with
responses to comments received by reviewing agencies.
2.27. Utility Coordination Meeting. ENGINEER will conduct a utility coordination
meeting per the Utility Coordination Procedure. ENGINEER will be responsible
for taking meeting notes and distributing meeting notes. The meeting will be
coordinated with PMT.
2.28. PMT will endeavor to complete reviews of all PROJECT deliverables within a two
week time period; however,this will be dependent on workload at the time of the
submittal. Sufficient schedule float shall be included to allow a 3 week review
time when necessary. All review comments will be compiled in one document per
deliverable and will be submitted to the ENGINEER in a single standard design
review form.
2.29. Finalize TM. Revise TM to incorporate review comments. Prepare memo to
' address review comments that were not incorporated and summarize how the issue
was reconciled. Submit the final TM and drawings to the PMT in accordance with
the Sewer Separation Protocol.
14
, calculations, assumptions, and phasing plan, based on the preliminary
design.
Deliverables: The key deliverables will be the updated Basis of Design TM for the
conveyance sewer, sewer separation, and green solutions elements and 30%
complete plan and profile sheets.
Scope:
2.23. Risk Management. The Project Team shall identify in the TM the risk mitigation
strategy for the risk factors identified in the Sewer Separation Protocol.
2.24. Sustainability. The ENGINEER will develop preliminary sustainability strategies
based on the Sustainability Benefits Table developed by the PMT.
2.25. Basis of Design TM. The 30%Basis of Design TM shall summarize the
development of the preliminary plans including field data, GIS data, hydrologic
and hydraulic calculations; system sizing; utility coordination; neighborhood
coordination; sustainability, risk mitigation strategy, green solutions; green
solutions benefits; agency and permitting coordination; list of environmental
clearances/permits; OPC; and recommendations for final design including phasing
and sequencing.
13
ources of storm and ground water inflow and
infiltration in both sanitary and storm sewer manholes,whether in pavement or in
non-paved areas. These measures include: (1) installing external frame seals and
solid manhole covers on all new manholes; (2) installing external frame seals on all
existing manholes exposed during construction,which may include rebuilding
risers; (3)cut out, expose, rebuild risers if necessary, and install external frame
seals on all existing manholes which are on sanitary sewers or on pipes that are
being changed from combined to sanitary sewers; (4) replace existing perforated
12
feasibility of pipe boring/tunneling, if required;
include results and evaluations of the street corings; and recommend design
criteria and parameters for pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
TASK 3—FINAL DESIGN
60% Design Submittal
Objective: Develop plans and specifications to 60% level of completion for review and
utility coordination. The 60%design submittal is meant to be a substantially
complete set of construction plans,with finalized sewer alignments and
depths. The purpose of the 60%design submittal is to provide the CITY and
PMT the opportunity to review the plans, specifications, and appurtenant
material so that the ENGINEER can proceed in completing the plans, adding
all necessary details,notes, etc.
Deliverables: 60%plans and specifications;preliminary Stormwater Pollution Prevention
Plan (SWPPP) (See Task 4),preliminary Post Construction Stormwater
Management Plan(See Task 4),preliminary Drainage Report(See Task 4),
•
property acquisition and easement limits and descriptions;preliminary limits
of pavement removal on removal plans; electronic copy of hydraulic model
and output reports; storm and sanitary sewer sizing calculations;; review
meeting notes; updated risk register, updated sustainability plan and Opinion
of Probable Cost(OPC).
Scope:
3.1. Finalize Horizontal and Vertical Alignments. Finalize the horizontal and
vertical alignment of the proposed improvement including the locations and
invert elevations of all manholes,pipes, and inlets. Incorporate changes as
required to address additional utility information, rehabilitation requirements,
street removals and replacements, etc.
3.2. Finalize Storm Sewer and Sanitary Sewer Calculations. Complete the
hydraulic design calculations of the proposed storm sewer system. Complete
the sanitary sewer design calculations. This task will also include refinements
to the hydrology and hydraulics required for green solutions.
3.3. Intersection improvements. Intersection improvements may include
incorporation of minimum 25-foot radii upgrades at intersections identified by
the CITY along arterial and collector streets, and incorporating updated ADA
curb ramps at all four corners at every intersection affected alongthe project
alignment. Intersection and ramp improvements shall be in accordance with
guidance the City will provide during final design. Prepare design details for
non-standard curb ramp locations. The intersections of Redick Avenue with
Minne Lusa Boulevard and with 25th Avenue are anticipated to be the only
intersections impacted by the proposed project.
3.4. Roadway design. The ENGINEER shall perform complete roadway design for
portions of streets where full width disturbance has occurred. Design will
include geometric layout of curb lines, modification to storm sewer inlets,
removal and construction tables, and a preliminary determination of
construction limits. The segment of Redick Avenue, from Minne Lusa
Boulevard to approximately 100 feet east of 25th Avenue is anticipated to
15
sewers or on pipes that are
being changed from combined to sanitary sewers; (4) replace existing perforated
12
feasibility of pipe boring/tunneling, if required;
include results and evaluations of the street corings; and recommend design
criteria and parameters for pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
• require complete removal and reconstruction. This will be the only roadway
segment included for reconstruction in this scope of services.
3.5. On-site Field Review. Conduct one on-site field review meeting with the CITY
Project Manager, PMT Coordinator, Compliance Coordinator and CITY
Construction Manager. This meeting is to be held at the approximate 60 percent
design stage following completion of the geotechnical field investigations and
street corings. The purpose of the meeting is to review existing pavement and
curb conditions and proposed intersection radii and curb ramp locations, and
(in conjunction with geotechnical investigations, coring, and utility
information) identify preliminary extent of pavement, curb, driveway, and
sidewalk removals/replacements on the plans.
3.6. Inflow/Infiltration Reduction Requirements. All sewer separation projects will
include a minimum amount of rehabilitation and new construction measures to
minimize and eliminate some direct sources of storm and ground water inflow
and infiltration in both sanitary and storm sewer manholes, whether in
pavement or in non-paved areas. These measures include: (1) installing
external frame seals and solid manhole covers on all new manholes; (2)
installing external frame seals on all existing manholes exposed during
construction, which may include rebuilding risers; (3)cut out, expose, rebuild
risers if necessary, and install external frame seals on all existing manholes
which are on sanitary sewers or on pipes that are,being changed from combined
to sanitary sewers; (4) replace existing perforated manhole covers with solid
covers (and new frame if necessary)on all existing sewers which are changed
from combined to sanitary sewers, AND on any existing sanitary sewers
(especially upstream branches that feed into these renovated sewers). This
work will be included in the project plans and specifications for the direct
project area at a minimum, and to the extent of the system outside of the project
area as determined through discussions with the PMT.
3.7. Plan General Notes. Obtain typical general notes from the CITY Project
Manager and PMT Coordinator for placement on plan cover sheet. Prepare
additional or modified notes as needed.
3.8. Green Solutions. Continue the development of the Green Solutions as part of
the plans and specifications in accordance with the,Omaha Green Solutions Site
Suitability Assessment and BMP Selection Process Guidance Document
including any updates to the Green Solutions TM.
3.9. Construction Sequencing/Phasing. ENGINEER to prepare a recommended
project sequencing/phasing to maintain sewage flow at all times,to control
contractors operations and encourage clean-up,to maintain access to
businesses, streets, etc. and to include traffic control and detour plans. CITY
will provide example sequencing/phasing plan and detailed notes, if requested
by the ENGINEER. Phasing and sequencing will also consider appropriate
methods for sediment and erosion control in conformance with Stormwater
Pollution Prevention Plans and required NPDES permitting.
16
pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
•
3.10. Update OPC. Engineers Opinion of Probable Construction Cost shall be
prepared and submitted per the Cost Estimate Template Guidance.
3.11. Temporary and Permanent Easement Descriptions and Access Easements.
ENGINEER shall prepare documents for easement acquisition. CITY personnel
will perform title searches and negotiate the acquisition of the easements.
Identify easements necessary for construction and provide information required
per the ROW Management and Property Acquisition Procedure.
3.12. Community Enhancements. Continue the design for the community
enhancements to be incorporated into the project, if any.
3.13. Risk Management. The Project Team shall update the risk register and identify
methods to mitigate the risks identified for the project per the Risk
Management Plan.
3.14. Sustainability. The Project Team shall develop and address CSO Program
sustainability goals per the Sustainability Guidance.
3.15. Preliminary Bid Item List. Prepare the bid item list in accordance with the
CITY standard bid items (exact wording and units shall be used as much as
possible). Develop new bid items as necessary. The CITY shall also provide a
list of bid items that are generally included on all sewer separation projects in
case they are needed during construction.
3.16. Preliminary Specifications. Prepare the front end documents based on PMT
templates, special provisions (including Temporary Controls and Permitting
specification sections), and bid item narrative of what the bid item includes,
including measurement and payment. Special Provisions and Supplemental
Specifications shall be provided for special items and work not covered in the
Standard Specifications. The CITY and PMT may also provide some Technical
Specifications and Plan Details to be utilized by the ENGINEER. Prepare list
of additional technical specifications that are needed.
3.17. Update Plans to 60% level of completion
3.18. Plan Distribution. Coordinate with the PMT for the distribution of the 60%
preliminary plans and specifications to the review agencies,permitting
agencies, and utilities. Receive review comments.
3.19. CITY Coordination. Coordinate with the PMT for the distribution of the 60%
plans and specifications submittal to the CITY departments for review and
comment. Meet with City, PMT, Parks Dept, and Golf Course Representatives
to give overview of 60%plans and discuss plan details and timing of
sequencing/phasing during construction and coordination with the park and
golf course activities,to be sure all concerns are being addressed. Receive and
address review comments.
3.20. Utility Coordination Meeting. ENGINEER will conduct a utility coordination
meeting to review the 60%design drawings. ENGINEER will be responsible
17
traffic control and detour plans. CITY
will provide example sequencing/phasing plan and detailed notes, if requested
by the ENGINEER. Phasing and sequencing will also consider appropriate
methods for sediment and erosion control in conformance with Stormwater
Pollution Prevention Plans and required NPDES permitting.
16
pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
for organizing the meeting location, inviting the impacted utilities,taking
meeting notes, and distributing meeting notes. Discussions will include utility
conflicts,possible alignment revisions of the sewers, and utility phasing. A
schedule of relocation work will be requested from the utilities following this
meeting. The meeting will be coordinated with the CITY Project Manager,
PMT Coordinator, and PMT Utility Coordinator.
3.21. Plan in Hand Review Meeting. Organize and attend one onsite review meeting
with the CITY Project Manager,PMT Coordinator, Compliance Coordinator,
Utility company representatives, CITY Construction Division staff, and other
CITY and PMT staff as required to review the plans for completeness,
constructability, etc. This may include an office meeting to review
plan/specification/field review comments, clarify issues and concur on changes.
The ENGINEER will take and distribute meeting notes.
3.22. Address Plan Review Comments. PMT will endeavor to complete reviews of
all PROJECT deliverables within a two week time period; however, this will be
dependent on workload at the time of the submittal. Sufficient schedule float
shall be included to allow a 3 week review time. All review comments will be
compiled in one Quality Review Form (QRF) document per deliverable and
will be submitted to the ENGINEER. ENGINEER will incorporate comments
during the 95%design following a review meeting, if required.
95% Design Submittal
Objective: Develop plans and specifications to 95% level of completion for review and
utility coordination. The 95%design submittal is meant to be a complete, bid-
ready set of construction documents. The purpose of the 95%design
submittal is to provide the CITY, PMT, and NDEQ the opportunity to review
the plans, specifications, and appurtenant material prior to bidding the project
for construction.
Deliverables: 95%plans and specifications, final bid item list and quantities,permit
applications, SWPPP (See Task 4),Post Construction Stormwater
Management Plan (See Task 4),Drainage Report(See Task 4),NDEQ.
submittal,updated risk register, updated sustainability plan, SB/ESB Exhibit
A, Updated List of Permits and Environmental Clearances, and OPC.
Scope:
3.23. Finalize Construction Drawings. Final quantities on some of the major items
(such as pavement, rock, etc.) shall be measured quantities with an additional
percentage to cover typical potential overruns due to constructing in an aged,
urbanized area, as identified in the Cost Estimate Template Guidance. The
CITY will provide a list of typical items and percentage increases to use.
3.24. Finalize Specifications. Finalize the specifications including all technical
specifications, special provisions (including Temporary Controls and
18 .
traffic control and detour plans. CITY
will provide example sequencing/phasing plan and detailed notes, if requested
by the ENGINEER. Phasing and sequencing will also consider appropriate
methods for sediment and erosion control in conformance with Stormwater
Pollution Prevention Plans and required NPDES permitting.
16
pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
Permitting specification sections), bid item narrative of what the bid item
includes, including measurement and payment, front end documents, and
quality control review. Incorporate utility relocation work schedules as part of
the specifications.
3.25. Green Solutions. Complete the design of the Green Solutions as part of the
plans and specifications including any updates to the Green Solutions TM.
3.26. Community Enhancements. Finalize the design of the community
enhancements to be incorporated into the design.
3.27. Risk Management. The Project Team shall update the risk register and identify
methods to mitigate the risks identified for the PROJECT per the Risk
Management Plan.
3.28. Sustainability. The Project Team shall update sustainability goals per the
Sustainability Guidance.
3.29. Utility Coordination Meeting. ENGINEER will conduct a utility coordination
meeting. ENGINEER will be responsible for organizing the meeting location,
inviting the impacted utilities,taking meeting notes, and distributing meeting
notes. The meeting will be coordinated with PMT. Utilities to provide a
schedule and locations of agreed upon relocation work which shall be included
in the 95% specifications. Request utility schedule at least four weeks before
plan and specification review distribution to enable incorporation in 95% specs.
3.30. Final Bid Item List. Finalize the bid item list in accordance with the CITY
standard bid items. Number new bid items in accordance with CITY policy.
3.31. Small and Emerging Small Businesses Utilization Form. Follow the
requirements of the Small and Emerging Small Business Program (SB/ESB)as
outlined on the City of Omaha Human Rights and Relations Department
website and as directed by the CITY,to determine and define portions of the
construction project that could be done by SB/ESB companies. This includes
but is not limited to review of the latest CITY certified SB/ESB company
listing, identification of sufficient number of companies for each construction
task, and completion of EXHIBIT A "UTILIZATION OF SMALL AND
EMERGING SMALL BUSINESSES" in the project specifications/contract
documents.
3.32. Finalize OPC. Engineers Opinion of Probable Construction Cost shall be
prepared and submitted per the Cost Estimate Template Guidance.
3.33. Permit Applications. Compliance Coordinator will determine whether permit
applications for any governing agency or other entity will be prepared by the
ENGINEER or PMT. All permits will be in the name of the CITY and the
CITY will pay directly for any associated permit application fees. Per Task 4,
ENGINEER will prepare applications for the necessary permits for the
PROJECT and submit to the PMT for review and comment. Based on
comments received from the PMT,the applications are to be revised and
19
ill provide example sequencing/phasing plan and detailed notes, if requested
by the ENGINEER. Phasing and sequencing will also consider appropriate
methods for sediment and erosion control in conformance with Stormwater
Pollution Prevention Plans and required NPDES permitting.
16
pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
prepared for execution by the CITY in accordance with the Environmental
Protocol.
3.34. Agency and Utility Plan Review. Coordinate with the PMT for the
distribution of the 95%documents to the review agencies,permitting
agencies, and utilities. Environmental,permitting, and regulatory issues shall
be in accordance with the Environmental Protocol and coordinated with the
Compliance Team Lead or designated representative. Receive and address
review comments.
3.35. CITY Coordination. Coordinate with the PMT for the distribution of the plans
to the CITY departments for review and comment. Meet with City, PMT,
Parks Dept,and Golf Course Representatives to give overview of 95%plans
and discuss plan details and timing of sequencing/phasing during construction
and coordination with the park and golf course activities,to be sure all
concerns are being addressed. Receive review comments.
3.36. Address Plan Review Comments. PMT will endeavor to complete reviews of
all PROJECT deliverables within a two week time period; however,this will
be dependent on workload at the time of the submittal. Sufficient schedule
float shall be included to allow a 3 week review time. All review comments
will be compiled in one Quality Review Form (QRF) document per
deliverable and will be submitted to the ENGINEER. ENGINEER will
incorporate comments into the Bid Documents following a review meeting, if
required.
Bid Documents
Objective: Finalization of the bid documents and preparation of the plans and
specifications for bidding.
Deliverables: Sealed plans and specifications, final OPC, Project Advertisement Form, Final
Bid Item List and Quantities, all field books, electronic copy of specifications,
and electronic copies of all CADD files.
Scope:
3.37. Review Comments. Address and incorporate changes identified by the CITY
and PMT, and other agencies (such as NDEQ) in the review of the 95%
documents.
3.38. Sealed Contract Documents. The plans and specifications shall be signed and
sealed by the ENGINEER project manager and the appropriate disciplines.
Submit project advertisement form, final quantities, opinion of probable cost
(without any Contingency), and one copy of signed plans & specifications
(with CITY signed cover sheet)to CITY for advertisement/bidding Quality
Control check per Sewer Separation Protocol Design Phase Procedures.
Allow for 5 business days to complete QC check.
20
be prepared by the
ENGINEER or PMT. All permits will be in the name of the CITY and the
CITY will pay directly for any associated permit application fees. Per Task 4,
ENGINEER will prepare applications for the necessary permits for the
PROJECT and submit to the PMT for review and comment. Based on
comments received from the PMT,the applications are to be revised and
19
ill provide example sequencing/phasing plan and detailed notes, if requested
by the ENGINEER. Phasing and sequencing will also consider appropriate
methods for sediment and erosion control in conformance with Stormwater
Pollution Prevention Plans and required NPDES permitting.
16
pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
3.39. Make quality control changes based on comments received during Quality
Control check, sign and seal revised plans and specifications. Provide one
original set for CITY use in printing bid sets.
3.40. Document Submittal. Submit copies of all survey field books, CADD
drawings in electronic format, final drainage files/models, GIS files, and
specifications in Microsoft Word format.
21
O
O� O p O 0 ° n .-I.Un J O
.i
s
i q
k
l Penalties: $0.00
Total Payments: $0.00 .
•
Contractor:
•
Phone#:
Fax#:
Email address:
Page 1 of 12, 10/5/2011 1:47:21 PM, Bid Tabulation, Generated by:admin for project OPW 51289
ity rk //4/�
Approved % //�
Mayor
T.M:
TASK 4—PERMITTING SERVICES
Objective: Provide assistance to the CITY and PMT in the identification of required
permits and the preparation and submittal of the permits to the appropriate
agencies.
Deliverables: List of permits and environmental clearances;permit applications for review
by the PMT.
Scope:
4.1. Environmental permitting and regulatory issues shall be addressed in
accordance with the Environmental Protocol and coordinated with the PMT
Compliance Team.
4.2. As part of the 30-percent design,the ENGINEER will meet and work with the
Compliance Team to develop a preliminary list of environmental permits and
clearances for the project. In collaboration with the PMT Compliance Team,
complete a review of the permits needed for this PROJECT, along with a
proposed schedule for submission of applications for the design and
construction of the PROJECT. Incorporate permit design requirements as
outlined in the Environmental Plan, into the Technical Memorandum (Basis of
Design). Communications with permitting agencies need to be done in
conformance with the Environmental Plan. ENGINEER shall fill out all
permit applications for any governing agency or other entity related to
obtaining field investigations and surveying for preliminary and final design
services. ENGINEER shall coordinate with the PMT and CITY to get these
permit applications submitted and approved. •
4.3. The ENGINEER will provide technical specifications to the PMT that address
environmental issues associated with the site including,but not limited to,
management of hazardous or contaminated wdstes likely to be found onsite, as
well as a temporary environmental controls specification and a permitting
specification. This may include appropriate modifications of technical
specifications developed by the PMT to address environmental issues. The
ENGINEER will work with the PMT to continue to identify other regulatory
criteria or requirements.
4.4. As part of final design,the ENGINEER will work with the PMT Compliance
Team to update the list of permits and environmental clearances to be obtained
as part of construction. This list(including a draft schedule for obtaining
permits)will be included in the 60%design submittal,reviewed with the PMT
Compliance Team, and the responsible party for each permit or environmental
clearance will be determined. The ENGINEER will update the list(including
schedule) and include it in the 95%design submittal. A copy of the list of
permits(with the status of and responsible party for each permit) and a copy of
all permits in hand will be included in the 95% specifications along with a
copy of all permit applications to be obtained by the contractor. Unless
otherwise determined by the PMT, any permits, mitigation plans, or similar
22
19
ill provide example sequencing/phasing plan and detailed notes, if requested
by the ENGINEER. Phasing and sequencing will also consider appropriate
methods for sediment and erosion control in conformance with Stormwater
Pollution Prevention Plans and required NPDES permitting.
16
pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
developed by the ENGINEER shall be reviewed by the PMT Compliance
Team prior to submission to the appropriate agency.
4.5. Stormwater Construction/City of Omaha Grading Permits.A SWPPP will
be developed that meets NDEQ's Stormwater Construction Permit
requirements as well as the City's Grading Permit requirements. In addition, a
permit application for submission to the NDEQ will be developed. The
ENGINEER will incorporate erosion and sediment control statements and
details into plans and specifications for the 60%, 95%and Bid Documents,
and other relative portions of the SWPPP. The ENGINEER will incorporate
review changes into plans and specifications from the PMT, CITY or other
Agencies. A draft SWPPP will be included as part of the 60%plans and
specification submittal
4.6. Other permits that may be required, but are not limited to, include the
following:
i. Construction Dewatering Permits (to be obtained by the
construction contractor)for discharge into the City's sewer system.
This task will only need to be performed if there is a scheduling
issue and the contractor is unable to submit the permit in a timely
fashion. Effort to complete this task is not included with this scope.
ii. USACE Nationwide 404 Permits and NDEQ 401 certifications or
other USACE approvals.
iii. State Historic Preservation Office (SHPO)Review(if 404 Permit is
required).
iv. City of Omaha Post Construction Stormwater Requirements. The
ENGINEER will prepare a Post Construction Stormwater
Management Plan including a Drainage Report.
•
•
23
a temporary environmental controls specification and a permitting
specification. This may include appropriate modifications of technical
specifications developed by the PMT to address environmental issues. The
ENGINEER will work with the PMT to continue to identify other regulatory
criteria or requirements.
4.4. As part of final design,the ENGINEER will work with the PMT Compliance
Team to update the list of permits and environmental clearances to be obtained
as part of construction. This list(including a draft schedule for obtaining
permits)will be included in the 60%design submittal,reviewed with the PMT
Compliance Team, and the responsible party for each permit or environmental
clearance will be determined. The ENGINEER will update the list(including
schedule) and include it in the 95%design submittal. A copy of the list of
permits(with the status of and responsible party for each permit) and a copy of
all permits in hand will be included in the 95% specifications along with a
copy of all permit applications to be obtained by the contractor. Unless
otherwise determined by the PMT, any permits, mitigation plans, or similar
22
19
ill provide example sequencing/phasing plan and detailed notes, if requested
by the ENGINEER. Phasing and sequencing will also consider appropriate
methods for sediment and erosion control in conformance with Stormwater
Pollution Prevention Plans and required NPDES permitting.
16
pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
TASK 5—BIDDING ASSISTANCE
Objective: Provide assistance to the City, on an as requested basis, for assistance during
the bidding process.
Deliverables: As identified by the City during the bidding phase.
Scope:
5.1. Transition Meeting: Attendance at a Transition meeting with the Program
• Management Team and City Construction Management staff for the
ENGINEER to provide Project design background information and specific
design related issues information to the CM staff in preparation for the pre-bid
meeting and the construction phase.
5.2. Pre-Bid Meeting: Attendance at Pre-bid meeting organized by the CITY. One
person from the ENGINEER shall attend the pre-bid meeting.
5.3. Plan and Specification Clarifications. Provide clarifications to questions raised
by potential bidders concerning the plans and specifications.
5.4. Prepare Addenda. Prepare addenda during bidding as required to address
Contract Document clarifications.
5.5. Bid Evaluation. ENGINEER shall provide assistance in the evaluation of the
bids, as requested.
s.
•
24
issue and the contractor is unable to submit the permit in a timely
fashion. Effort to complete this task is not included with this scope.
ii. USACE Nationwide 404 Permits and NDEQ 401 certifications or
other USACE approvals.
iii. State Historic Preservation Office (SHPO)Review(if 404 Permit is
required).
iv. City of Omaha Post Construction Stormwater Requirements. The
ENGINEER will prepare a Post Construction Stormwater
Management Plan including a Drainage Report.
•
•
23
a temporary environmental controls specification and a permitting
specification. This may include appropriate modifications of technical
specifications developed by the PMT to address environmental issues. The
ENGINEER will work with the PMT to continue to identify other regulatory
criteria or requirements.
4.4. As part of final design,the ENGINEER will work with the PMT Compliance
Team to update the list of permits and environmental clearances to be obtained
as part of construction. This list(including a draft schedule for obtaining
permits)will be included in the 60%design submittal,reviewed with the PMT
Compliance Team, and the responsible party for each permit or environmental
clearance will be determined. The ENGINEER will update the list(including
schedule) and include it in the 95%design submittal. A copy of the list of
permits(with the status of and responsible party for each permit) and a copy of
all permits in hand will be included in the 95% specifications along with a
copy of all permit applications to be obtained by the contractor. Unless
otherwise determined by the PMT, any permits, mitigation plans, or similar
22
19
ill provide example sequencing/phasing plan and detailed notes, if requested
by the ENGINEER. Phasing and sequencing will also consider appropriate
methods for sediment and erosion control in conformance with Stormwater
Pollution Prevention Plans and required NPDES permitting.
16
pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
TASK 6 -ADDITIONAL SERVICES
Additional services shall be provided only if approved by the CITY. Scope, schedule and
compensation will be negotiated for these items as necessary. These additional services may
include, but shall not be limited to, Engineering During Construction and Construction
Administration. Authorization to proceed, if the services are required, shall be in the form of
an Amendment to this AGREEMENT specifying the work to be performed, schedule, and
additional compensation.
6.1. Alternative alignment design scope and costs associated with an alignment through
Miller Park to the Pershing Basin(Red Alignment) if a fatal flaw is discovered
during the preliminary design of the preferred alignment along Redick Avenue.
This may include additional field services including the following: topographic
survey, CCTV inspections, manhole condition assessments, and geotechnical
investigations. Scope and fee for design services to be negotiated as field services
are conducted.
6.1.1 Topographic Survey. Perform a site survey in sufficient detail to prepare
construction documents. The survey shall follow the proposed red alignment
defined in conceptual design. Survey for the sewers within the neighborhood
shall extend from the street centerline to the house. The survey of the route
through undeveloped areas shall extend 50 feet on each side of the proposed
centerline. The survey of the route through the golf course shall extend 150
feet on each side of the proposed centerline. Survey shall be performed in
accordance with the Survey Standards. Survey field book and survey digital
data shall be given to the CITY upon completion of final design. Features
include edge of pavement, edge of gravel, culverts,pipes,boxes, structures,
drives, fences, and utilities,trees and landscaping will be located in the
improved areas.
6.1.2 Geotechnical investigations will include four(4)test borings located at critical
locations and spaced at roughly 600 feet intervals as shown on the attached
Figure. The boring locations will be adjusted based on equipment access, site
conflicts, and utility clearance issues. Right of entry will be obtained and all.
boring locations must be readily accessible. Perform test borings to obtain
geologic information and samples of the soils, and laboratory tests to
determine the relevant engineering properties of the various soil strata. Boring
depths are intended to extend 10-feet below proposed invert level.to permit
assessment of excavation stability and possible shoring. If trenchless
installation techniques are anticipated,this investigation shall evaluate and
provide design criteria/parameters for this construction. Geotechnical
investigations shall be performed in accordance with the Geotechnical
Investigation Procedure for Sewer Separation Projects. Project team shall
provide the City with electronic files of all geotechnical boring locations (and
identification numbers referenced in the geotechnical report) created while
preparing the Geotechnical Investigation Report. Project team shall coordinate
with the PMT to assure that minimum data attributes are provided with the
electronic data.
25
16
pipe bedding, pavements, and other earth supported
improvements. if trenchless installation techniques are anticipated,this report shall
provide design criteria/parameters for this type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
6.1.3 A geotechnical report shall be prepared and will discuss the general soil and
ground water conditions underlying the site;provide an estimate of the
dewatering flow rate anticipated at various locations for use in preparing the
dewatering permit;present the relevant engineering properties of the existing
soils;provide excavation and earthwork recommendations including minimum
setbacks from adjacent structures; evaluate feasibility of pipe boring/tunneling,
if required; and recommend design criteria and parameters for pipe bedding,
pavements, and other earth supported improvements. If trenchless installation
techniques are anticipated,this report shall provide design criteria/parameters
for this type of construction.
6.2. - Combined sewer separation design services scope and costs associated with
separating storm and sanitary sewers at intersections of 25th Ave. and Bauman
Ave. and 25th Ave and Newport Ave. This task includes additional field services
including topographic survey, CCTV inspections, manhole condition assessments,
and geotechnical investigations.
6.2.1 Topographic Survey. Perform a site survey in sufficient detail to prepare
construction documents. The survey shall follow the proposed pipe routing
defined in conceptual design. Survey for the sewers within the neighborhood
shall extend from the street centerline to the house. Survey shall be performed
in accordance with the Survey Standards. Survey field book and survey digital
data shall be given to the CITY upon completion of final design. Features
include edge of pavement, edge of gravel, culverts,pipes, boxes, structures,
drives, fences, and utilities,trees and landscaping will be located in the
improved areas.
6.2.2 Geotechnical investigations will include one (1)test boring located at a critical
location as shown on the attached Figure. The boring location will be adjusted
based on equipment access, site conflicts, and utility clearance issues. Right of
entry will be obtained and the boring location must be readily accessible.
Perform test boring to obtain geologic information and samples of the soils,
and laboratory tests to determine the relevant engineering properties of the
various soil strata. Boring depth is intended to extend 10-feet below proposed
invert level to permit assessment of excavation stability and possible shoring.
If trenchless installation techniques are anticipated,this investigation shall
evaluate and provide design criteria/parameters for this construction.
Geotechnical investigations shall be performed in accordance with the
Geotechnical Investigation Procedure for Sewer Separation Projects.
Project team shall provide the City with electronic files of all geotechnical
boring locations (and identification numbers referenced in the geotechnical
report)created while preparing the Geotechnical Investigation Report. Project
team shall coordinate with the PMT to assure that minimum data attributes are
provided with the electronic data.
6.2.3 A geotechnical report shall be prepared and will discuss the general soil and
ground water conditions underlying the site;provide an estimate of the
dewatering flow rate anticipated at various locations for use in preparing the
dewatering permit;present the relevant engineering properties of the existing
26
s type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
• soils;provide excavation and earthwork recommendations including minimum
setbacks from adjacent structures; evaluate feasibility of pipe boring/tunneling,
if required; and recommend design criteria and parameters for pipe bedding,
pavements, and other earth supported improvements. If trenchless installation
techniques are anticipated,this report shall provide design criteria/parameters
for this type of construction.
6.2.4 Manhole Condition Assessment. Included in task 2.8 above.
6.2.5 Perform CCTV as necessary. Included in Task 2.9 above.
6.2.6 Intersection improvements. Intersection improvements may include
incorporation of minimum 25-foot radii upgrades at intersections identified by
the CITY along arterial and collector streets, and incorporating updated ADA
curb ramps at all four corners at every intersection affected along the project
alignment. Intersection and ramp improvements shall be in accordance with
guidance the City will provide during final design. Prepare design details for
non-standard curb ramp locations. It is anticipated that the impacts to 25th
Avenue will result in the need to construct updated ADA curb ramps at all four
corners at the intersections with Bauman Avenue and with Newport Avenue.
This will also include reconstruction of the curb returns at these intersections.
6.2.7 Receive and Review Utility Drawings. Receive and review utility location
maps as additional drawings become available including sanitary sewer mains
and services; street lights;traffic signals; gas main and services; water main
and services; underground and overhead electric; telephone facilities; cable
TV; and fiber optic cable. Upon completion of topographic survey, revisit
utility drawings previously received to identify any discrepancies. Consult
utility to resolve discrepancies.
6.2.9 Roadway design. The ENGINEER shall perform complete roadway design for
portions of streets where full width disturbance has occurred. Design will
include geometric layout of curb lines, modification to storm sewer inlets,
removal and construction tables, and a preliminary determination of
construction limits. Impacts to 25th Avenue are anticipated to be limited to a
trench cut in the middle of the street pavement. This trench will be filled with
concrete, followed by a mill and overlay of the full street width. The roadway
segment from the intersection with Redick Avenue through the intersection
with Newport Avenue is anticipated to require mill and overlay.
6.2.10 Prepare.Plan/Profile and Other Sheets. Import the topographic survey and
develop the plan/profile sheets. Some clean-up of survey data is generally
necessary so that the plan sheets are not overly cluttered as per the CAD
Standards. Import available utility drawings. Show proposed sewer
improvements.
6.2.11 30%, 60%, 95%and Final Design Documents. Incorporate drawings and
specifications associated with sewer separation, roadway and intersection
improvements; incorporate City, PMT, and reviewer comments into the Design
documentation as outlined in previous sections of the scope.
27
ite;provide an estimate of the
dewatering flow rate anticipated at various locations for use in preparing the
dewatering permit;present the relevant engineering properties of the existing
26
s type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
• 6.3. Combined sewer separation design scope and costs associated with separating
storm and sanitary sewers at the intersection of 28th Ave. and Redick Ave. This
may include additional field services including the following:topographic survey,
CCTV inspections, manhole condition assessments, and geotechnical
investigations.
6.3.1 Topographic Survey. Perform a site survey in sufficient detail to prepare
construction documents. The survey shall follow the proposed pipe routing
defined in conceptual design. Survey for the sewers within the neighborhood
shall extend from the street centerline to the house. The survey of the route
through undeveloped areas shall extend 50 feet on each side of the proposed
centerline. The survey of the route through the golf course shall extend 150
feet on each side of the proposed centerline. Survey shall be performed in
accordance with the Survey Standards. Survey field book and survey digital
data shall be given to the CITY upon completion of final design. Features
include edge of pavement, edge of gravel, culverts,pipes,boxes, structures,
drives, fences, and utilities,trees and landscaping will be located in the
improved areas.
6.3.2 Geotechnical investigations will include one (1)test boring located at a critical
location as shown on the attached Figure. The boring location will be adjusted
based on equipment access, site conflicts, and utility clearance issues. Right of
entry will be obtained and the boring location must be readily accessible.
Perform test boring to obtain geologic information and samples of the soils,
and laboratory tests to determine the relevant engineering properties of the
various soil strata. Boring depth is intended to extend 10-feet below proposed
invert level to permit assessment of excavation stability and possible shoring.
If trenchless installation techniques are anticipated, this investigation shall
evaluate and provide design criteria/parameters for this construction.
Geotechnical investigations shall be performed in accordance with the
Geotechnical Investigation Procedure for Sewer Separation Projects.
Project team shall provide the City with electronic files of all geotechnical
boring locations(and identification numbers referenced in the geotechnical
report)created while preparing the Geotechnical Investigation Report. Project
team shall coordinate with the PMT to assure that minimum data attributes are
provided with the electronic data.
6.3.3 A geotechnical report shall be prepared and will discuss the general soil and
ground water conditions underlying the site; provide an estimate of the
dewatering flow rate anticipated at various locations for use in preparing the
dewatering permit; present the relevant engineering properties of the existing
soils; provide excavation and earthwork recommendations including minimum
setbacks from adjacent structures; evaluate feasibility of pipe boring/tunneling,
if required; and recommend design criteria and parameters for pipe bedding,
pavements, and other earth supported improvements. If trenchless installation
techniques are anticipated,this report shall provide design criteria/parameters
for this type of construction.
6.3.4 Manhole Condition Assessment. Included in task 2.8 above.
28
nt engineering properties of the existing
26
s type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
6.3.5 Perform CCTV as necessary. Included in Task 2.9 above.
6.3.6 Receive and Review Utility Drawings. Receive and review utility location
maps as additional drawings become available including sanitary sewer mains
and services; street lights;traffic signals; gas main and services; water main
and services; underground and overhead electric;telephone facilities; cable
TV; and fiber optic cable. Upon completion of topographic survey, revisit
utility drawings previously received to identify any discrepancies. Consult
utility to resolve discrepancies.
6.3.7 It is assumed that any stormwater improvements would be located behind the
curb and no intersection improvements would be needed.
6.3.8 It is assumed that any stormwater improvements would be located behind the
curb and no roadway design would be needed.
6.3.9 Prepare Plan/Profile and Other Sheets. Import the topographic survey and
develop the plan/profile sheets. Some clean-up of survey data is generally
necessary so that the plan sheets are not overly cluttered as per the CAD
Standards. Import available utility drawings. Show proposed sewer
improvements.
6.3.10 30%, 60%, 95%and Final Design Documents. Incorporate drawings and
specifications associated with sewer separation, roadway and intersection
improvements, incorporate City, PMT, and reviewer comments into the Design
documentation as outlined in previous sections of the scope.
6.4. Geotechnical Baseline Report. If required for trenchless construction, a
geotechnical baseline report(GBR) shall be included in the 95%and Final design
documents. The purpose of the GBR is to describe the geotechnical conditions
anticipated by the ENGINEER and to establish a contractual baseline for site
conditions. The GBR will provide contractors with a consistent interpretation to
base their bid preparation. The GBR will be part of the Contract Documents and is
considered an essential risk management tool directed at reducing the potential for
costly disputes and litigation over alleged differing site conditions.
6.5. Migratory Bird Treaty Act(MBTA) Survey: Prior to completion of 95%design,
ENGINEER will perform Migratory Bird Treaty Act(MBTA) survey in support of
the Project. The provisions of the MBTA are applicable to construction activities
(clearing and grubbing,tree removal, etc.)that may result in the taking of
migratory birds, eggs, or young and including active nests. The MBTA is
applicable year round, but most migratory bird nesting activities occur between
April 1 and July 15.
6.5.1 Time period to conduct field surveys shall be towards the end of the
aforementioned nesting period (June 15th to July 15th)
6.5.2 Efforts will be made to conduct surveys in the morning during the.highest level
of bird activity.
6.5.3 Individual trees designated for clearing will be inspected individually.
29
adjacent structures; evaluate feasibility of pipe boring/tunneling,
if required; and recommend design criteria and parameters for pipe bedding,
pavements, and other earth supported improvements. If trenchless installation
techniques are anticipated,this report shall provide design criteria/parameters
for this type of construction.
6.3.4 Manhole Condition Assessment. Included in task 2.8 above.
28
nt engineering properties of the existing
26
s type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
6.5.4 Groups of trees less than 0.25 acre are inspected individually.
6.5.5 Groups of trees greater than 0.25 acre or 10 yards wide will be inspected by
walking parallel transects.
6.5.6 Brush/shrub areas are surveyed by looking at the brush from all sides.
6.5.7 If applicable, culverts and bridges will be visually inspected for the presence of
nests.
6.5.8 Reporting
i. Provide verbal results of MBTA surveys to the CITY within twenty-four
hours of survey and a written report of MBTA surveys within one week
from completion of MBTA survey.
ii. Provide photographic documentation of survey area and GPS locations of
any tree/shrub areas observed to be providing nesting habitat. Project team
shall coordinate with the PMT to assure that minimum data attributes are
provided with the electronic data.
iii. Report to contain, surveyor name, date and time of survey,project location,
field observations and results, weather conditions, bird species observed,
location, number and species of active bird nests observed within the
construction area, and recommended actions.
iv. Coordinate with the PMT/City for the distribution of the documents to the
review agencies,permitting agencies, and CITY departments for review and
comment. ENGINEER will assist PMT with responses to comments
received by reviewing agencies. Revise report to incorporate review
comments.
SCHEDULE
A critical CSO Program milestone for this project is start of Final Design by December 31,
2011. ENGINEER agrees to start final design by March 15, 2012 and complete by August 31,
2012,the necessary final design services listed in this Exhibit, and includes bid ready plans
and specifications and permit applications. Bid Phase services shall be coordinated with the
CITY during the bid phase. Services beyond the final design phase and bid phase, if included
by amendment, shall be completed as necessary in context to the actual construction timing.
The CITY recognizes that completion of the design work listed in this Exhibit within this
deadline is contingent upon timely response from utilities and CITY or their authorized
representatives.
30
tion of 95%design,
ENGINEER will perform Migratory Bird Treaty Act(MBTA) survey in support of
the Project. The provisions of the MBTA are applicable to construction activities
(clearing and grubbing,tree removal, etc.)that may result in the taking of
migratory birds, eggs, or young and including active nests. The MBTA is
applicable year round, but most migratory bird nesting activities occur between
April 1 and July 15.
6.5.1 Time period to conduct field surveys shall be towards the end of the
aforementioned nesting period (June 15th to July 15th)
6.5.2 Efforts will be made to conduct surveys in the morning during the.highest level
of bird activity.
6.5.3 Individual trees designated for clearing will be inspected individually.
29
adjacent structures; evaluate feasibility of pipe boring/tunneling,
if required; and recommend design criteria and parameters for pipe bedding,
pavements, and other earth supported improvements. If trenchless installation
techniques are anticipated,this report shall provide design criteria/parameters
for this type of construction.
6.3.4 Manhole Condition Assessment. Included in task 2.8 above.
28
nt engineering properties of the existing
26
s type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
EXHIBIT "C"
BREAKDOWN OF COSTS
31
d during Quality
Control check, sign and seal revised plans and specifications. Provide one
original set for CITY use in printing bid sets.
3.40. Document Submittal. Submit copies of all survey field books, CADD
drawings in electronic format, final drainage files/models, GIS files, and
specifications in Microsoft Word format.
21
O
O� O p O 0 ° n .-I.Un J O
.i
s
i q
k
l Penalties: $0.00
Total Payments: $0.00 .
•
Contractor:
•
Phone#:
Fax#:
Email address:
Page 1 of 12, 10/5/2011 1:47:21 PM, Bid Tabulation, Generated by:admin for project OPW 51289
ity rk //4/�
Approved % //�
Mayor
T.M:
a
€ sr x§l§ § ASS § » SRr gp n Sp
s& «
V»
os„„
os oS os m .
oR os P PS . .
Lo
RS oS g. m S& m
—— m . 23
-- oq m .m Rq N n.
8» S
-------- os os r
a— .. ___ .$ .n r.m. n RS`—. m
giro $ -
a f»
pa`o x
gu « «» « »»»Z^ »«« « « »»��» » « » « »�
dr0
-- ES-.9ea- ,X.^'.53,«Se« »_ Ex.1ss« , »eaeVgE:24:2.1g3 m _ _ _
y<
FO x •
-- » -S» bSSR»'R's S SoR.YSn i E.n ^EURE ^ aaoR:SS
xa RA«»„n »»«l« «rat r wM«ma» dM S - . -was.:.:--- S t-3..; »
K
i
I
QW
Yz
n
W
Z
O u u £
U o a E O 8 F u c "
p E c 8 i c s
s
F 68 i '' i ! .7 ill" f t I i
£= ; 3.b x m u :n` it
ow €E S SE el 1 € i d! z 1 0 En ; s c
e
"
mzivaSEif ; 2,L a aE g s i2o m o t c gm $
fNa5'w vs5 u p 1 :E o »EaS< Si ili} 8gr
Va u s "f •+$ tiiag - hip $ El anEmx: ,8
y"gin!
paWoF F o -filO G iu:"i n rc a-iiiil- c Y S' -yiggC I
thing
£o
Uau.um dmr ao_zwa8auo dduo8C. rc rc�
.Je''>j>j:m 4 4 F ;12444444 r .Jrl.irlr7. 44.4.J44. F m4m44«d
p lm«»»mom
l be completed as necessary in context to the actual construction timing.
The CITY recognizes that completion of the design work listed in this Exhibit within this
deadline is contingent upon timely response from utilities and CITY or their authorized
representatives.
30
tion of 95%design,
ENGINEER will perform Migratory Bird Treaty Act(MBTA) survey in support of
the Project. The provisions of the MBTA are applicable to construction activities
(clearing and grubbing,tree removal, etc.)that may result in the taking of
migratory birds, eggs, or young and including active nests. The MBTA is
applicable year round, but most migratory bird nesting activities occur between
April 1 and July 15.
6.5.1 Time period to conduct field surveys shall be towards the end of the
aforementioned nesting period (June 15th to July 15th)
6.5.2 Efforts will be made to conduct surveys in the morning during the.highest level
of bird activity.
6.5.3 Individual trees designated for clearing will be inspected individually.
29
adjacent structures; evaluate feasibility of pipe boring/tunneling,
if required; and recommend design criteria and parameters for pipe bedding,
pavements, and other earth supported improvements. If trenchless installation
techniques are anticipated,this report shall provide design criteria/parameters
for this type of construction.
6.3.4 Manhole Condition Assessment. Included in task 2.8 above.
28
nt engineering properties of the existing
26
s type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
•
•
s E E EEEEE E E �s� E PEE s 8 E E » E .
.g - °s g g, sg . .g «
, »g ry A . Rg S . ag _ m rs "s 1
•
-„» os o « og o$ o$
N
S E a
» a «
— n
EE"2 sREa -IFFF»4ER _ FEEEEEFFxe_00 REEF $ 2222222
E .1:8« ..«,»$- �Z_-_»a E s4«V-Rs«"4AASA °, s9a» R """A 3
22.122222222R222222MiE R EEFFFEIEFFEF F REEF $ FEEFEF
•
ap p
ita E D : E ^ €
m m
¢5 w 5
q If ii. E € s s€l 1 I 1 i i €
g au 1 c - Ili K i gS A Elg i i rPEYio0
u f D
..° 'w�r o „ 6°3 °uu «. ^� us„ n yy u ounce
i li
E o i� o °'¢zfFo opal' m'd' Sz=` oE� ot
u E72.p z
8 b« cs�z ".y°EL E4Ig"s^Asv S 02.e"ES-=)°"9a g g �p W D?
g 5 E m .u L c` a E i8 c °a 7 w g i iliE E 8 a E E a d` m ,1W O !HIil
c G«EWEFFu EEEI it o W0 ;u,.m Sl- Erc : ' 7,$gE x° is sa waE ' ' = - a ¢C6a«gym
.Y_ nt» - -- Y Niy.10.. 11 rian 2 -Y 4444 F.
a aE g s i2o m o t c gm $
fNa5'w vs5 u p 1 :E o »EaS< Si ili} 8gr
Va u s "f •+$ tiiag - hip $ El anEmx: ,8
y"gin!
paWoF F o -filO G iu:"i n rc a-iiiil- c Y S' -yiggC I
thing
£o
Uau.um dmr ao_zwa8auo dduo8C. rc rc�
.Je''>j>j:m 4 4 F ;12444444 r .Jrl.irlr7. 44.4.J44. F m4m44«d
p lm«»»mom
l be completed as necessary in context to the actual construction timing.
The CITY recognizes that completion of the design work listed in this Exhibit within this
deadline is contingent upon timely response from utilities and CITY or their authorized
representatives.
30
tion of 95%design,
ENGINEER will perform Migratory Bird Treaty Act(MBTA) survey in support of
the Project. The provisions of the MBTA are applicable to construction activities
(clearing and grubbing,tree removal, etc.)that may result in the taking of
migratory birds, eggs, or young and including active nests. The MBTA is
applicable year round, but most migratory bird nesting activities occur between
April 1 and July 15.
6.5.1 Time period to conduct field surveys shall be towards the end of the
aforementioned nesting period (June 15th to July 15th)
6.5.2 Efforts will be made to conduct surveys in the morning during the.highest level
of bird activity.
6.5.3 Individual trees designated for clearing will be inspected individually.
29
adjacent structures; evaluate feasibility of pipe boring/tunneling,
if required; and recommend design criteria and parameters for pipe bedding,
pavements, and other earth supported improvements. If trenchless installation
techniques are anticipated,this report shall provide design criteria/parameters
for this type of construction.
6.3.4 Manhole Condition Assessment. Included in task 2.8 above.
28
nt engineering properties of the existing
26
s type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
388
.m r R§
r<
os
•
5
off----m� -- ------
»
as n-m$---a----------------
a
•
*ASV V
ear F. anasV..i-a
rc
.
W4r
E € iJz a e i
n «S S wo_ m S
ez is r 2EE tga S8
c a"�' " a � E ��i�3�" AE
Iva `i o is Higai
ti��
J O
.i
s
i q
k
l Penalties: $0.00
Total Payments: $0.00 .
•
Contractor:
•
Phone#:
Fax#:
Email address:
Page 1 of 12, 10/5/2011 1:47:21 PM, Bid Tabulation, Generated by:admin for project OPW 51289
ity rk //4/�
Approved % //�
Mayor
T.M:
,
i I
1
•
•
,
*
'•.1
1
I 1%
N •
I
I
. If.
. .
i
° I .
- -
I
i
ril
i4 . . ... . . ..
I
....
i
1 ,
I
— - •
,
j 1 I
h
a 11
8 ;
II
_
- -
:
. .
I I
el-ol 1,1 .
k 1
6_ •A. . . .5
•
I.
.. :g
AI
3 3
I I
!
ia [I
x I I
_
_—______ ____ .
1
!-1.!•!.g g
666-- .,; _ •
1 -.....-_-_„-n,..... , ---F M„ „r•451;i1ii.- !!!!!.V!VVF: "VvEW 'WPW."115°:FA!.!"g.., !i4.!•!."'”, gggU,!„,„ .
i M•Mg.!MgaMiliiii'iiiiiiiilniOMPaHhnWri•thiRkIHrtgFilaniatNitEROPWanliiiPiiWi!
' '"Iniiii"fi"MiFinliniffiiiiiiiirilifiq"M"111nilii412!MPI44VP4411.!!4!•!Wfli -0".1
.-14EE'!5!IFElitiiiiiii!""EillEtlif!EH!EMEE:!EVIEMMIEHIPHEEMPEMUUM!"!"kllifilif 11;MtEillM
I
ii q i i i 11 _
i tAl i 1
,
• ..14 NI h i 4 11 lit i lit
1
: 81 l'"1111111 IN It 411 !/""11 I i iii li Iiiiii ii,1 !;1E-lAg il Plitithiploilirli mo; i A4 p ,1_1i
11111Plikin0ifilAillS1101"ji.11 li 4011Elt.i.VVir0741101.*Iii131Pillti'= 1112ilailti q1d15! ,
' 41316141111/01"114141111145111108 3"talifiiiiliIMAJIIPAi 1111S3TWODIIii'ii1111141111F-Ctrhi 1
, g1111111 ' - ”Iiihi IfIllifAiWila1111111APA“NA000111111A44f0aW004k10 !
§ n;.; i ; « ' t:'t'',.tf, F,:i ',-'c”. FO,:'' '”MF,,n!:'' .PAW,W,i A
ern rIprimppmn6_77771m mr7mompm 71171_1,1 rinmTuipm prIrmnpnmrnpmnpFmnpil ___,• .1.,J1 ti - v.!;, ,r-w Tw
2 -1,-4H,H*,:-..PeN;66416,...444g*...,4714.451....024S44.4....4L.64-H-4,44
30
tion of 95%design,
ENGINEER will perform Migratory Bird Treaty Act(MBTA) survey in support of
the Project. The provisions of the MBTA are applicable to construction activities
(clearing and grubbing,tree removal, etc.)that may result in the taking of
migratory birds, eggs, or young and including active nests. The MBTA is
applicable year round, but most migratory bird nesting activities occur between
April 1 and July 15.
6.5.1 Time period to conduct field surveys shall be towards the end of the
aforementioned nesting period (June 15th to July 15th)
6.5.2 Efforts will be made to conduct surveys in the morning during the.highest level
of bird activity.
6.5.3 Individual trees designated for clearing will be inspected individually.
29
adjacent structures; evaluate feasibility of pipe boring/tunneling,
if required; and recommend design criteria and parameters for pipe bedding,
pavements, and other earth supported improvements. If trenchless installation
techniques are anticipated,this report shall provide design criteria/parameters
for this type of construction.
6.3.4 Manhole Condition Assessment. Included in task 2.8 above.
28
nt engineering properties of the existing
26
s type of construction.
2.8. Manhole Condition Assessment. Perform Level 4—Complete Condition
Assessment manhole inventories, condition assessments and connectivity
determination within the project area, as required, per the Manhole and Lamping
10
ADJUSTED CALENDAR DAYS 53
PERCENT OF CALENDAR DAYS USED TO DATE 50.94%
NUMBER OF CALENDAR DAYS REMAINING UNDER CONTRACTORS BID 26
MAXIMUM NUMBER OF INCENTIVE DAYS ALLOWED BY CONTRACT 28
TOTAL NUMBER OF INCENTIVE DAYS EARNED BY CONTRACTOR 26
AMOUNT PER INCENTIVE DAY ALLOWED UNDER CONTRACT $2,000.00
r C A ,�n '')-�T-O-TAL AMOUNT OF INCENTIVE ASSESSED FOR CONTRACT $52,000.00
Accepted �c0 LL _ ... 1t 0 6 ,A.4.? ..ol 0 ✓c`),I Date
(Contractor) /
Recommended _ /7�• �� 41111ra✓��y(�.S 4--/ Date 7 �/
__ (Project Manager)
Approved A --� ✓ - Date /O1f
q
slop Engineer)
t)t J Approved .- ZI -rt.) Date iC�' 71'(
/ ( Ity Engineer) /D
Approved100
411P r �`., _���/ DateL �/�
(Public Works Director)
01111611%
, 11.s.:•''''. .....'":..'''::'• i.:.::...:. . .i6f0)...;:.- - - .... .... ........•••••••••
..J ••-
•
• . .,. . ...
....• -
... ..: .... .,..,
• .
•.....• .
..,,.
._....-.
• ,
..... ,... ...... ........
..-
t.:'.0...:0.:::9:Is.: 0 ::i.m
• '->:..,..:0.;.0,.::0.•-.Q.i..P:•.Q.::0i..0:2.-.0:.0.9 , Pr,."Millill • *;:'':',5,:'&;';'.. 5,,;'..;.::::::.::..:,K:".:::...:,',').::.':::.,:::..::::''..':l.r.'1::i 1!:;:.::.::. ........ . .!:0
. •
" .... . ../ k-. .
_ t..... .
..... ',...-.. .• •.. . ..
.....• •••• ..
.............
- , ....-• •-•-• .. ..
;;,I:•;+4.:.,-,,..4 7.71......4;•,;i -......4•• .i-;.,4..4 t....i
:a 1;:..),I, ...#74t ",..•••.'7,.. -•'••••,. •,.....!..;•.•., ..N....N ...N., :IX•.• ,, .'"•,,.7.•N..N N::'.',.N.:!...•.r:J..;.•:,;,
...CC)': 0...10-..,-.L71 si'l••••:0:S..f.,CO•••:CO...00„CO 0.).:CO..CO:.0. 0. .... ..,,,,,,.;
,,,'"•'';"N:,..N 000.-. :0::..i..D.1:•:•0.-..:0.•0.0-.0...el..:•,.i,i:....;:71......
'••”,.,',j).,,•••- (.0)
.1'.:••:",;••• ..).N.•;.!•N•'.-•••.,,.:N::,!'......!;:,•.:7',';•i•..:-N....'•;:•:..N.-....!N.....'....0 N...:!..1,•..N ... ',,.:..:
.''' ...r.,"..N2C0•;00.00 CO*CO.''W AO'JO-.CD 1W CO CO -a) • p;,,,,g
• 4 :0.o.fio:..o p ...‹.', :o:o.:..-o.,.o..:O..p o 2 :6.•;•,v,,,
-0,1 .,.,.:,...::::::,-...,::::.'f....f-.-.g....-.-:-.,:••••-::-,•-•,.:1-,-,-:-..••••••:,..•-:-'::::::.::::.:-.:.::.:-:.. •.:-.:: :,:: - .1, . : ... g"f
.,....,...
..... ,._. .., u....
....: .,,,,, ,:. 4.....
..,... •........ ..: •....•..., . ._ .
• ... ... ..
......
....
.
Zr.) U OWOHoMOfx, oE0U) 0a0H0Hr-1H Har 'aaHUar1Uar-1U rlrU) HN
.
O
H H'- . Cl 0 O o 0 0 0 0 0 0 0 0 0 0 • o 0 0 0
,_1 H Cl) o o O o O o o O o 0 - .0 o O o o O' o
A
R1
O°
lic—
f
1
i. 1
3
e
1 III I �II.i
1U
_ _ JFy 1"1 a 1 A I
s 1, I I
g F. I
0
11 6
fr s7r� $
kA 11
i.
x s % pass
C F. B.a B m S &
8 $ M—:.',4:;,' 4%89: B888aB.«. 884BG888 %8B8:1444BBDBPBat4 0 OR8G8%S2B244:4 Sesac
�eT $$55t B _8 P E$;•ii�Fissiissss55 SS� 44$'s` ii 0ai 55 i ' §E€"i
S•ia5 _ 5� � SSi. � aSS£S'rS�"c c �c'-E5� �5 $yB_ c_' SS S S R�S,SSfiS '53� '�a�a�i �iSSSS � S S £Se
5th'fiaiiiggii,/i z'.WHP•l". :yszKi.ji,se";.s" -JO .. e4 $ sas:e¢ "1e g1 ;ss"e E 4in llW02;
. 6e.6."igisiiiiiil?Fezaaaisigiis .6e 1flispiiFPiPk€ggMsSnMiNiiii'PssiiiIafasE si,iirsssiiliiEsi li
" MI ¥ s 11§ $ 11111111 iliiiiiiii ¥f 11 /M""!041J 444/ eeleelWI.€ sl el l"1 s"'y
.. 12=
I I
-E SSSSSSSSE % E8fESE%EM M " ° MEHaEa`aI. ees _ sa ^ EoF 88 5 R_%_:C
Will
- ReIsx f RRR «% - ^Ao ASe^ .R.e..es.o«« oo e «« orB.
1 Ai
[g EE a 5l ; f f 44 {Eq t
e t. s6 i oe� Wilt
eth i ); 3 6 ik ! iF i #
i 4•Ittiltt Otte s1 eili ilo sif 1 1 ail !Ii � � 1;51=41 I't'iNilli�i. E�1 E= ] 1 g �; s�g' ' ;f
l;i¢ ;! Og A €E 3ig �q Oqi fie $ lli 4•d o`Llilliis A ill'31,- az� llEg s 'OP E I !I !U!
i ,ipll1 a a .� �� =. l i,�Q fW A �P q10 .l4E �; ,!! , E. 0,-rficla ;t , l 8 -: <4�s� aa5� € a : ff. € SELL _ 6EleE. €
5,,i ngRNn% _ aR:p.„.'.RRRP.dn!i „%8'g.,RR9y. A
01 .«. i I nnnnnnnnnnn<nnnnnnnn< ^ ^.^. « nn „.,_m_ - --r„_ r s
nmm�n nnnnnnnnn nlIn nnnnOnnn mnnn n nnnnn nlInrr+gin II I IIs r r 'j�'` ( 6 r�3 7
a ,�. . 1... .1.�'._e_RI«p..,'�IR +zpla�'� S,1wFA4::7f3y .BQ�ILt,r Cialq BG R:F1 2�1a:^zT03 '4�,'Fe�l r. �t zF'�E��t^�I�.�'oS&��i%6e�1 I'o 88dp 86o8 17, .o
I ( e' I 1 1I 1 III 1 I I I i •I f
• 1
If .
Ri
g.a
1
I
I
1
i
t
q
i
1$ice.. ... -
.i
zl1 L
t
ng C1
R
8 ,ffig[
..1
s _ b 1
. ,
i
4 4--
. li i E I
1
li
I II
._ [1
"a
$ I
m Hn
9 •� � AAF 4
1
ngaggilMiil
litifm mii ll
Mg$_$.$8W. Qem
I I.
x : ... Ia
e r_r• ,a*gi p-x ga
•
•
•
'; .
~+ _c
i ' 3 4y �M - V O •.
a,0
+ r -
1 x 7 "
kik- :i- '- .1::I' 1''Cr,,,-' ,8.14i 7 1.4.-',,,-illiirimini. .';ilit____:,ima---ri7,4.
. ..' � ,. ., "41� F ' i' it ;• ' -d�. #i - "-�•M°��' � r, .
•
•
� I '� �'� � Gc3il■'"a � 1 F�•yn+�
•
_ 4' � .. �D t.•i'._ 4 •n i• N- t',� , Ews.F'r .. .,h 4
�� • f • LL
it • . ,. ,. g`,r�y ,i.Ff,I t • 1 i • I'41 it , . r ar,,,i.•r k _ ?f R!� _ -
•
:� .i'. \Q. -v.T r:x ""(t`fit`•, a • ,' ,„ • III Lam! Tg •_
• ' 4r. lb- . i 'i t(. ', rktiret m ' ,•.•''''' -, * '''''','. , . "lit. . tik,- .../.',4 .........'w" :
1riC9 F ! �'� v ' tea. _ IE} • R- •
J .1r. �At!% j41 7y E' fib,
t'.fs'''''''. Jt.:-.
'a •• '''f_ttgl:. til,=-.. -'1' 44- ,,,, • '''",.'0 .8,..,' -,,Itt‘—' ,.1,it ' \ •. g il 1`f.'git.1 le 0_ -ThAk
4,
. -..4‘,, \ -........, r.nil-, .4— -t 1 ipg.itli
, ' A I - -' -. '----- - illii ' ' iill- -' '• 11 ,A
v.,,,i', . :1..4- „ i ,.. -T,-4 - •••' • A • ,NF. ,- ,,-.,, , - . ...At..., ,, ,,.. ..1,,...
0i--N,, .la.‘.iO,-'ili.ik'i':t
- 1 !! t, (tire , I' ; =.sl
0''y')ll:../, 4 10,
•
ti ># T ,:cd
I
, . 7. j' 1 N,I 7_ •rt, ,0 ,. ,, 4 .4e i„. , ,..., z .. < 7= .
q
� X # co co may,
•
1 ,4.4,z A 'i+ Ncrsql
N'
in
i+ 1 ''` - 11:1 ro SO co
' ' ' . L Q 1 0 0 0 0 0 '
J` f��..� A.:,.. �,]y�t�\ �,`,�a -' • -«R. '`•-_-►'� •-•• �_ " .r.'rJ�vi ,moo
•
I�i ....14 :it 17A. p „-- -.„. ..., .ny j( _ i..'"'-- .,tea.1.('.t I 'f �' I�t `;�`
1 I I I i •I f
. ?FAS! ilitw7„-------- -
I -
bo
\l,,,cr - ii '
ItAjJ, riiiiiiii k f .4 - 4.it . V,‘,4,0. 1t " 0 _ _ ,....., „.„.4-- o....,,,,__.„ ,
,.,16,, it -"Iv „,, , _ - _ , .d. „..=,..- -
primpa—T. Viz',
i •
- .tt ,. � +�
in 44
- 4r.. a 'IV-' � �F iUJr
.. ., V - s ,- a ,r r .r .. I , r. ,- , — , � ..„,t w
is r". tg `4Ti F•ez , y ' >. . dr., AK
'
ilk
- 1 1 ' 6 ' to.i,-,-, ,--..r. ,e0.- _,.61‘
-, - , -„:12111(, .6 te , i. Ititi, \ G., „,.„..,.. _ ....L. __ ...__„_. _____:._____.•,,,..,.
kli
,1, L„ .,.. ,. .t , , .,........1„ ______ _______=,__ _ _.,. _ ,_ ,Th_ .....,........,......._._,„,,
.: : .--. .o.,,,x_ ......4,,,,i_ ....___„...v.„:„. .„„1--- --_-- 3,-iiiiii----_ ... _ _ -.--v;„-_---=—i,,,..r.,=w-----:----.r:
__._,._71, F",p. ../111.1---IgliaNiril.P.I . , -,----,. CPS" . *Ile_ , It 1..-.- 11111.1
,t p,es6n ,1.� ._ •, * y• . - - '+ '*yam �o_- 1:.,reff.
J ;` iQP1 �rA j F r '4. .... .s 1
4 i q 7,,,, . 11 ..„,„1, 0.0 .4„, ., .4 14 . N.L,,
lir . ILt . .121"Higie ii I
''','01. '' ' r . '' . Ir .0: to* fh! --.1„_ \- lo iv- it.----se.,'
41, . -:._i'v---.1 . •al, I te ,,, . -4,. 1,, Or ..., : ,pi 1171— ' 4
li
akimmIV
a JrY es,,t, Air
0A 3 : \w, t" .. eN-4 AA
•
i ,', , _ , , „ex-4 ,,
, it
,..1 0,,c,
V'...
_1 r!'. nl- I ,'r. �.4 K. '' t .. 1, -RY. -. it
TAR► Y t :+.t; t �n
�� f`"-..1e�. �+. y ti ! fit^-,-.4{ a R ` may Lt
j "wrTr�.41 i,! ---
V ti - .11 . -
� " �"." .. ' ! to s
` IR' I fr„ y 4 .
_d F' { y L�, kl. '.." M .fit * ,'" I t ii:
1. �tt 1
_ . iI
immix A,k �'i+ " ., '- ' ',tee w 19 i i I p' II. '�'
f
•
e, ,..e J
ii
in
.424
1� itX .1;4 y.,�- l ,• tip I �y .' , I; u. o
•
— r-—; — q r i
' e 1 '1 S i• i..--
•
pi„ y.•. �. 4 a. ,�� ri I, St
rs�W �# y. �.•m �i�i_ - am`" TR k , }c,`;' t '
-Vit
ntl: 4,3yv q7 ''i
6i.
L I 14 f ,;
. -, ' G
E,. ,. .sue _ ; #. '
ixYl+�
' i ---..).$ #2.-0.0v, v '--42- 0. , .f....t'S'.., )1,:l
ill 4,iL-1 l' . f, -Pi .'n!'—i',71.44::i..,t . ''- ',..., , e„„,..
t IL- 'yt- •r' IRe 1 I ...
13111 At i "
'1f10/!1** `*.: . ' 11.: 14 PIT I - 4.A.4411k:I'S. '''''' '''"r:6, '--- . .,•::i
and"yx�z ! .,. .--• Iv , ; - vr 41 0 '
,,� �r
.l • . ' . ' . 3k d ib
i----_ ... _ _ -.--v;„-_---=—i,,,..r.,=w-----:----.r:
__._,._71, F",p. ../111.1---IgliaNiril.P.I . , -,----,. CPS" . *Ile_ , It 1..-.- 11111.1
,t p,es6n ,1.� ._ •, * y• . - - '+ '*yam �o_- 1:.,reff.
J ;` iQP1 �rA j F r '4. .... .s 1
4 i q 7,,,, . 11 ..„,„1, 0.0 .4„, ., .4 14 . N.L,,
lir . ILt . .121"Higie ii I
''','01. '' ' r . '' . Ir .0: to* fh! --.1„_ \- lo iv- it.----se.,'
41, . -:._i'v---.1 . •al, I te ,,, . -4,. 1,, Or ..., : ,pi 1171— ' 4
li
akimmIV
a JrY es,,t, Air
0A 3 : \w, t" .. eN-4 AA
•
i ,', , _ , , „ex-4 ,,
, it
,..1 0,,c,
V'...
_1 r!'. nl- I ,'r. �.4 K. '' t .. 1, -RY. -. it
TAR► Y t :+.t; t �n
�� f`"-..1e�. �+. y ti ! fit^-,-.4{ a R ` may Lt
j "wrTr�.41 i,! ---
V ti - .11 . -
� " �"." .. ' ! to s
` IR' I fr„ y 4 .
_d F' { y L�, kl. '.." M .fit * ,'" I t ii:
1. �tt 1
_ . iI
immix A,k �'i+ " ., '- ' ',tee w 19 i i I p' II. '�'
11
. it I :i4i, ""• ,i,{ , x,`.'j ,.� _ - .
rin„.. ,,,
y,' ', `x fir: 3 --1
�.{ �}, t
iw
_...� '� � '' 1� ii ', ►•47 i ce;
fi Tel '
.. x ,. .'.- ♦ i1 i • .. '7,
a te ` t alliqi , k .��p',; 111
¢gip :' }f •�. 4,
ii c.,a, , . ..
4a. r 1 .'f
.tsra-`lilt �t":+ 4 ,.:.:,ASS---
.'y."?-•- 1 , f raw , ,,
t
;t!d .tq x 5 M1 N**. ,- {Y. o q'.
M
„st•war. R 1 s:'}���..�5w. .*" C am -rt 1-. I ♦ .:,_
.7.0, 1 .A.0: 6 rg• r rr� It°
le 3. .,,. ,,, t •.% _%r . , 0,-.. ' ' s,
rye.i a 1e y ,-sc tr
.�� 'IRA"If*-*:"...-:Pk.: r•�� r G _ m N.\
a• •-"*7 --"i*:. - t, ..i.r3. 1,...... ::,..,...1....... ,---1:2-2a- ,.,. , 'c-k:re.1.,..11
5 -.;:- -: tsit '1'tf **,
� �
c '41E5— i . i- 44 ''... ,!;-tnti-Villip,
,k, . ,i,
•
jqiiih.' -,. mi.
vi r, + ..`t,'T"' In +' ��"
T `` - "'x 0i f -,til`•: 4
i ili? , �_
Lr L;i
� '.!'rah i G
��"�'#�� t
ag i .,pit
1-1'
9 fi11.'row .� 4!go �, rib,. r fi,: i_.�\�� --
�'. .� 'i r r f'" "L Y • i,41^ '{ 0- % 1 ,r . - ,� ,,,,,
. -:._i'v---.1 . •al, I te ,,, . -4,. 1,, Or ..., : ,pi 1171— ' 4
li
akimmIV
a JrY es,,t, Air
0A 3 : \w, t" .. eN-4 AA
•
i ,', , _ , , „ex-4 ,,
, it
,..1 0,,c,
V'...
_1 r!'. nl- I ,'r. �.4 K. '' t .. 1, -RY. -. it
TAR► Y t :+.t; t �n
�� f`"-..1e�. �+. y ti ! fit^-,-.4{ a R ` may Lt
j "wrTr�.41 i,! ---
V ti - .11 . -
� " �"." .. ' ! to s
` IR' I fr„ y 4 .
_d F' { y L�, kl. '.." M .fit * ,'" I t ii:
1. �tt 1
_ . iI
immix A,k �'i+ " ., '- ' ',tee w 19 i i I p' II. '�'
C-25A CITY OF OMAHA
LEGISLATIVE CHAMBER
Omaha,Nebraska
RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA: -s: . ;'
WHEREAS, an Engineering Services Agreement with Carollo Engineers, Inc. to pro"vide
professional study phase services for the Miller Park to Pershing Detention Pond-Coneyance
• Sewer, known as project OPW 51941 was approved by Council Resolution No. 169 bn February
15, 2011; and
WHEREAS, additional services are required for the preliminary design, final design and
bidding phases of this project; and,
WHEREAS,Carollo Engineers, Inc. has agreed to perform the additional services needed
as detailed in the attached Amendment No. 1 to the Agreement, which by this reference is made
a part hereof, for an additional fee not exceed $680,881 to be paid from Sewer Revenue
Improvement Fund 21124, CSO Implementation Organization 116918; Sewer Revenue Bonds
will be issued to finance this project.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF OMAHA:
THAT, as recommended by the Mayor, Amendment No. 1 to the Engineering Agreement
with Carollo Engineers, Inc. for the provision of preliminary design, final design and bid phase
services for the Miller Park to Pershing Detention Pond Conveyance Sewer, known as project
OPW 51941, is hereby approved.
BE IT FURTHER RESOLVED:
THAT, the Finance Department is authorized to pay the additional fee not to exceed
$680,881 for these engineering services from the Sewer Revenue Improvement Fund 21124,
CSO Implementation Organization 116918, Sewer Revenue Bonds will be issued to finance this
project.
1291 htp
APPROVED AS TO FORM:
,dA. _.. -(t/r
tV2ITY ATTORNEY DATE
B -' „
it ncilmember
Adopted (N� -I I-2011 , . -0
�i ya) ' J•....�,��. O.2104---"
c
Ci Clerk dAk
Approved --- ...._ I._/0
— Mayor
it
TAR► Y t :+.t; t �n
�� f`"-..1e�. �+. y ti ! fit^-,-.4{ a R ` may Lt
j "wrTr�.41 i,! ---
V ti - .11 . -
� " �"." .. ' ! to s
` IR' I fr„ y 4 .
_d F' { y L�, kl. '.." M .fit * ,'" I t ii:
1. �tt 1
_ . iI
immix A,k �'i+ " ., '- ' ',tee w 19 i i I p' II. '�'
fn., 0 CD cn 0" g ,_T. E-. 0 5.• - ,..< z
n)-,
,6
;:. . a
c..., 0 -. C_ •
't N
CDN (,).• ' Qo ¢,�. Cyy
CDS I o N � a, o
co 'N _ ,,. op O r-r .-r ° 1,,
CD 'rs' CD :, 'C b CcD ° f ' bQ
O C5 CO
O D1 N CD ~ ��" `' O p..N
n V 5 O •N
00 O0 p„ r1 0 O .
c-� CDC c a. E �� 4 02
CD E
hCDo COi ° o. O CD D • CD CD I-I - , (IQ
t
611t.
,a*gi p-x ga