HomeMy WebLinkAboutRES.1563.05-01-2000RESOLUTION NO. (a
A RESOLUTION AUTHORIZING THE CITY
MANAGER TO EXECUTE AN AGREEMENT
WITH ROBINSON MECHANICAL
CONTRACTORS D/B/A ROBINSON
CONSTRUCTION COMPANY FOR THE
SANITARY SEWER IMPROVEMENT PROGRAM,
LIFT STATIONS AND FORCE MAIN
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CAPE GIRARDEAU,
MISSOURI, AS FOLLOWS:
ARTICLE 1. The City Manager, for and on behalf of the City
of Cape Girardeau, Missouri, is hereby authorized to execute an
Agreement with Robinson Mechanical Contractors d/b/a Robinson
Construction Company, for the Sanitary Sewer Improvement Program,
Lift Stations and Force Main. A copy of said Agreement is
attached to this Resolution and made a part hereof.
PASSED AND ADOPTED THIS _1 DAY OF , 20 106).
A. M. Spradling, III, Zyr
ATTEST:
r�
Gayle . Conrad, City Clerk
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
AGREEMENT
THIS AGREEMENT is dated as of the day of
year 19 by and between CITY OF CAPE
(hereinafter called OWNER) and
GIRARDEAU,
_ in the
MISSOURI
Robinson Mechanical Contractors d.b.a. Robinson Construction Company
(hereinafter called CONTRACTOR).
OWNER and CONTRACTOR, in consideration of the mutual covenants
hereinafter set forth, agree as follows:
ARTICLE 1. WORK.
CONTRACTOR shall complete all Work as specified or indicated in the
Contract Documents. The work is generally described as follows:
The work consists of constructing four submersible pump
wastewater lift stations and associated mechanical and
electrical work, and installing approximately 6,260 lineal feet
of 20 -inch force main, 9,515 lineal feet of 24 -inch force main,
2,200 lineal feet of sanitary sewer pipe ranging in size from
8 inches to 24 inches, and 600 lineal feet of 24 -inch storm
sewer pipe. The work also includes clearing and grubbing,
turfing, removal and placement of pavement, abandoning existing
pipes and structures, removing above ground pipe and
structures, constructing manholes, and boring and jacking
casing pipe.
The Project for which the Work under the Contract Documents may be
the whole or only a part is generally described as follows:
LIFT STATIONS AND FORCE MAIN
ARTICLE 2. ENGINEER.
The Project has been designed by Sverdrup Civil, Inc. who is
hereinafter called ENGINEER and will act as OWNER'S Representative,
assume all duties and responsibilities and have the rights and
authority assigned to ENGINEER in the Contract Documents in
connection with completion of the Work in accordance with the
Contract Documents.
ARTICLE 3. CONTRACT TIME.
3.1 The Work will be substantially completed within 425 calendar
days from the date when the Contract Time commences to run as
provided in Paragraph 2.3 of the General Conditions, and completed
and ready for final payment in accordance with Paragraph 14.13 of the
General Conditions within 455calendar days from the date when the
Contract Time commences to run.
13328 \ LS -00500 00500-1 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
3.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time
is of the essence of this Agreement and that OWNER will suffer
financial loss if the Work is not completed within the times
specified in Paragraph 3.1 above, plus any extensions thereof allowed
in accordance with Article 12 of the General Conditions. They also
recognize the delays, expense and difficulties involved in proving in
a legal proceeding the actual loss suffered by OWNER if the Work is
not completed on time. Accordingly, instead of requiring any such
proof, OWNER and CONTRACTOR agree that as liquidated damages for
delay (but not as a penalty) CONTRACTOR shall pay OWNER Five Hundred
Dollars ($500.00) for each day that expires after the time specified
in Paragraph 3.1 for Substantial Completion until the Work is
substantially complete. Such amount being based on penalties to be
assessed by the Federal Government and on excess engineering fees.
After Substantial Completion if CONTRACTOR shall neglect, refuse or
fail to complete the remaining Work within the Contract Time or any
proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER
Two Hundred Dollars ($200.00) for each day that expires after the
time specified in Paragraph 3.1 for completion and readiness for
final payment. Such amount being based on excess engineering fees.
ARTICLE 4. CONTRACT PRICE.
OWNER shall pay CONTRACTOR for completion of the Work in accordance
with the Contract Documents. Total of all unit and lump sum prices.
Four million eight hundred ninety-nine thousand six hundred sixty-
five dollars and zero cents ($4,899,665.00 )
ARTICLE 5. CHANGES IN THE WORK.
The amount of any increases or decreases in the Contract Price which
results from a Change Order shall be set forth in the applicable
Change Order.
ARTICLE 6. PAYMENT PROCEDURES.
CONTRACTOR shall submit Applications for Payment in accordance with
Article 14 of the General Conditions. Applications for Payment will
be processed by ENGINEER as provided in the General Conditions.
6.1 Progress Payments. OWNER shall make progress payments on
account of the Contract Price on the basis of CONTRACTOR's
Applications for Payment as recommended by ENGINEER, on or about the
last day of each month during construction as provided below. All
progress payments will be on the basis of the number of units
completed.
6.1.1 Prior to Substantial Completion, progress payments will be
made, less the aggregate of payments previously made and less such
amounts as ENGINEER shall determine, or OWNER may withhold, in
accordance with Paragraph 14.7 of the General Conditions; less a
retained amount in accordance with the following schedule:
13328 \ Ls -00500 00500-2 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
6.1.1.1 10 percent until the Work is 50 percent complete as
determined by the ENGINEER.
6.1.1.2 5 percent after the Work is 50 percent complete as
determined by the ENGINEER and if the character and progress
of the Work have been satisfactory to OWNER and ENGINEER.
6.1.2 Upon Substantial Completion, in an amount sufficient to
increase the total payments to CONTRACTOR to 100 percent of the
Contract Price, less such amounts as ENGINEER determines is
necessary to assure final completion of the Work, or OWNER may
withhold in accordance with Paragraph 14.7 of the General
Conditions.
6.2 Final Payment. Upon final completion and acceptance of the
Work in accordance with Paragraph 14.13 of the General Conditions,
OWNER shall pay the remainder of the Contract Price as recommended by
ENGINEER as provided in said Paragraph 14.13.
ARTICLE 7. INTEREST.
If the OWNER fails to make payment thirty (30) days after approval by
the ENGINEER, in addition to other remedies available to the
CONTRACTOR, then shall be added to each such payment interest at the
maximum legal rate commencing on the first day after said payment is
due and continuing until the payment is received by the CONTRACTOR.
The legal rate of interest shall be as specified in Section 34.057
RSMo. (Supp. 1991).
ARTICLE 8. CONTRACTOR'S REPRESENTATIONS.
In order to induce OWNER to enter into this Agreement, CONTRACTOR
makes the following representations:
8.1 CONTRACTOR has familiarized itself with the nature and extent
of the Contract Documents, Work, site, locality, and all local
conditions and Laws and Regulations that in any manner may affect
cost, progress, performance or furnishing of the Work.
8.2 CONTRACTOR has studied carefully all reports of explorations
and tests of subsurface conditions which are identified in the
Supplementary Conditions as provided in Paragraph 4.2 of the General
Conditions.
8.3 CONTRACTOR has obtained and carefully studied (or assumes
responsibility for obtaining and carefully studying) all such
examinations, investigations, explorations, tests, reports and
studies (in addition to or to supplement those referred to in
Paragraph 8.2 above) which pertain to the subsurface or physical
conditions at or contiguous to the site or otherwise may affect the
cost, progress, performance or furnishing of the Work as CONTRACTOR
considers necessary for the performance or furnishing of the Work at
13328 \ LS -00500 00500-3 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
the Contract Price, within the Contract Time and in accordance with
the other terms and conditions of the Contract Documents, including
specifically the provisions of Paragraph 4.2 of the General
Conditions; and no additional examinations, investigations,
explorations, tests, reports, studies or similar information or data
are or will be required by CONTRACTOR for such purposes.
8.4 CONTRACTOR has reviewed and checked all information and data
shown or indicated on the Contract Documents with respect to existing
Underground Facilities at or contiguous to the site and assumes
responsibility for the accurate location of said Underground
Facilities. No additional examinations, investigations, explorations,
tests, reports, studies or similar information or data in respect of
said Underground Facilities are or will be required by CONTRACTOR in
order to perform and furnish the Work at the Contract Price, within
the Contract Time and in accordance with the other terms and
conditions of the Contract Documents, including specifically the
provisions of Paragraph 4.3 of the General Conditions.
8.5 CONTRACTOR has correlated the results of all such
observations, examinations, investigations, explorations, tests,
reports and studies with the terms and conditions of the Contract
Documents and acknowledges Paragraph 4.7 of the Supplementary
Conditions.
8.6 CONTRACTOR has given ENGINEER written notice of all conflicts,
errors or discrepancies that he has discovered in the Contract
Documents and the written resolution thereof by ENGINEER is
acceptable to CONTRACTOR.
ARTICLE 9. CONTRACT DOCUMENTS.
The Contract Documents which comprise the entire agreement between
OWNER and CONTRACTOR concerning the Work consist of the following:
9.1 This Agreement
9.2 Exhibits to this Agreement
9.3 Performance and Payment Bonds
9.4 Notice of Award
9.5 General Conditions
9.6 Supplementary Conditions
9.7 Specifications bearing the title, "Volume 1, Lift Stations and
Force main Bidding and Contract Documents for Sanitary Sewer
Improvement Program, City of Cape Girardeau, Missouri"
13328 \ LS -00500 00500-4 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
9.8 Specifications bearing the title, "Volume 2 Master
Specifications for Phase II Projects Sanitary Sewer Improvement
Program, City of Cape Girardeau, Missouri"
9.9 Drawings with each sheet bearing the title, "Sanitary Sewer
Improvement Program, Lift Stations and Force Main, Cape Girardeau,
MO."
9.10 Addenda numbers 1
9.11 CONTRACTOR's Bid
9.12 Invitation to Bid
9.13 Instruction to Bidders
to 2 , inclusive
9.14 Applicable Regulatory requirements
9.15 The following which may be delivered or issued after the
Effective Date of the Agreement and are not attached hereto: All
Written Amendments and other documents amending, modifying or
supplementing the Contract Documents pursuant to Paragraphs 3.5 and
3.6 of the General Conditions.
9.16 The documents listed in Paragraphs 9.2 et. seq. above are
attached to this Agreement (except as expressly noted otherwise
above) and all are incorporated by reference in this Agreement.
There are no Contract Documents other than those listed above in this
Article 9. The Contract Documents may only be amended, modified or
supplemented as provided in Paragraphs 3.5 and 3.6 of the General
Conditions.
ARTICLE 10. MISCELLANEOUS.
10.1 Terms used in this Agreement which are defined in Article 1 of
the General Conditions will have the meanings indicated in the
General Conditions.
10.2 No assignment by a party hereto of any rights under or
interests in the Contract Documents will be binding on another party
hereto without the written consent of the party sought to be bound;
and specifically but without limitation moneys that may become due
and moneys that are due may not be assigned without such consent
(except to the extent that the effect of this restriction may be
limited by law), and unless specifically stated to the contrary in
any written consent to an assignment, no assignment will release or
discharge the assignor from any duty or responsibility under the
Contract Documents.
13328 \ LS -00500 00500-5 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
10.3 OWNER and CONTRACTOR each binds itself, its partners,
successors, assigns and legal representatives to the other party
hereto, its partners, successors, assigns and legal representatives
in respect to all covenants, agreements and obligations contained in
the Contract Documents.
ARTICLE 11. NON-DISCRIMINATION IN EMPLOYMENT.
11.1 CONTRACTOR will not discriminate against any employee or
applicant for employment because of race, creed, color, or national
origin. The CONTRACTOR will take affirmative action to ensure that
applicants are employed, and that employees are treated during
employment, without regard to their race, creed, color or national
origin. Such action shall include, but not be limited to, the
following: employment, upgrading, demotion, or transfer; recruitment
or recruitment advertising; layoff or termination; rates of pay or
other forms of compensation; and selection for training, including
apprenticeship.
11.2 CONTRACTOR will post in conspicuous places, available to
employees and applicants for employment, notices setting forth the
provisions of this non-discrimination clause.
11.2.1 CONTRACTOR will, in all solicitations or
advertisements for employees placed by or on behalf of the
CONTRACTOR, state that all qualified applicants will receive
consideration for employment without regard to race, creed,
color, or national origin.
11.2.2 CONTRACTOR will send to each labor union or
representative of workers with which he has a collective
bargaining agreement or other contract or understanding, a
notice, to be provided by the agency contracting officer,
advising the labor union or workers' representative of the
CONTRACTOR's commitments under Section 202 of Executive Order
No. 11246 of September 24, 1965, and shall post copies of the
notice in conspicuous places available to employees and
applicants for employment.
11.2.3 CONTRACTOR
Executive Order No.
rules, regulations,
Labor.
will comply with
11246 of September
and relevant orders
all provisions of
24, 1965, and of the
of the Secretary of
11.2.4 CONTRACTOR will furnish all information and reports
required by Executive Order No. 11246 of September 24, 1965,
and by the rules, regulations, and orders of the Secretary of
Labor, or pursuant thereto, and will permit access to his
books, records, and accounts by the contracting agency and the
Secretary of Labor for purposes of investigation to ascertain
compliance with such rules, regulations, and orders.
13328 \ Ls -00500 00500-6 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
11.2.5 In the event of the CONTRACTOR's non-compliance with
the non-discrimination clauses of this Contract or with any of
such rules, regulations, or orders, this Contract may be
cancelled, terminated or suspended in whole or in part and the
CONTRACTOR may be declared ineligible for further Government
contracts in accordance with procedures authorized in
Executive Order No. 11246 of September 24, 1965, and such
other sanctions may be imposed and remedies involved as
provided in Executive Order No. 11246 of September 24, 1965,
or by rule, regulation, or order of the Secretary of Labor, or
as otherwise provided by law.
11.2.6 CONTRACTOR will include the provisions of Article 11
in every subcontract or purchase order unless exempted by
rules, regulations, or orders of the Secretary of Labor issued
pursuant to Section 204 of Executive Order No. 11246 of
September 24, 1965, so that such provisions will be binding
upon each subcontractor or vendor. The CONTRACTOR will take
such action with respect to any subcontract or purchase order
as the contracting agency may direct as a means of enforcing
such provisions including sanctions for non-compliance:
Provided, however, that in the event the CONTRACTOR becomes
involved in, or is threatened with, litigation with a
subcontractor or vendor as a result of such direction by the
contracting agency, the CONTRACTOR may request the United
States to enter into such litigation to protect the interests
of the United States.
13328 \ LS -00500 00500-7 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
IN WITNESS WHEREOF, OWNER and CONTRACTOR hereto have caused this
Instrument to be executed in six (6) original counterparts as of the
day and year first above written.
(Seal)
ATTEST:
(Seal)
City Clerk
(Witness
(Secretary)
(Witness)
City of Cape Girardeau, Missouri
In
(Owner)
Michael G. Miller
City Manager
(Title)
Robinson Mechanical Contractors, Inc.
d.b.a. Robinson Construction Company
(Contractor)
By
(Title)
2411 Walters Lane
Perryville, Missouri, 63775
(Address and Zip Code)
(573) 547-8397
(Telephone Number)
NOTE: City Clerk of the Owner should attest. If Contractor is a
corporation, Secretary should attest.
END OF SECTION 00500
13328 \ Ls -00500 00500-8 AGREEMENT
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
BID FORM
PROJECT IDENTIFICATION
Lift Stations and Force Main
Sanitary Sewer Improvement Program
City of Cape Girardeau, Missouri
CONTRACT IDENTIFICATION AND NUMBER
Lift Stations and Force Main
THIS BID IS SUBMITTED TO
City of Cape Girardeau, Missouri
City Hall
401 Independence Street
Cape Girardeau, Missouri 63702
1. The undersigned BIDDER proposes and agrees, if this Bid is
accepted, to enter into an agreement with OWNER in the form
included in the Contract Documents to perform and furnish all
Work as specified or indicated in the Contract Documents for the
prices stated in the "Unit Price Schedule" and within the Bid
Times indicated in this Bid and in accordance with the other
terms and Conditions of the Contract Documents.
2. BIDDER accepts all of the terms and conditions of the
Advertisement or Invitation to Bid and Instructions to Bidders
including, without limitation, those dealing with the
disposition of Bid security. This Bid will remain subject to
acceptance for ninety days after the day of Bid opening. BIDDER
will deliver and sign the required number of counterparts of the
Agreement with the Bonds and other documents required by the
Bidding Requirements within fifteen days after the date of
OWNER's Notice of Award.
3. In submitting this Bid, BIDDER represents, as more fully set
forth in the Agreement, that:
(a) BIDDER has examined and carefully studied the Bidding
Documents and the following Addenda, receipt of which is
hereby acknowledged: (List Addenda by Addendum Number and
Date)
Addendum No 1 April 3, 2000
Addendum No 2 April 4. 2000
13328 , LSI -00300 00300-1 B I D FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
(b) BIDDER has visited the site and become familiar with and is
satisfied as to the general, local and site conditions that may
affect cost, progress, performance and furnishing of the Work.
(c) BIDDER is familiar with and satisfied as to all federal, state
and local Laws and Regulations that may affect cost, progress,
performance and furnishing of the Work.
(d) BIDDER has carefully studied all reports of explorations and
tests of Subsurface Conditions at or contiguous to the site and
all drawings of Physical Conditions and Underground Facilities
in or relating to existing surface or subsurface structures at
or contiguous to the site as related to Paragraphs 4.2 and 4.3
of the General Conditions and SC -4.7 of the Supplementary
Conditions. BIDDER acknowledges that such reports and drawings
may not be complete for BIDDER's purposes. BIDDER acknowledges
that OWNER and ENGINEER do not assume responsibility for the
accuracy or completeness of information and data shown or
indicated in the Bidding Documents with respect to Underground
Facilities at or contiguous to the site and that BIDDER assumes
responsibility for all costs associated with handling Subsurface
Conditions, including Groundwater, Physical Conditions, and
Underground Facilities issues. BIDDER has obtained and carefully
studied (or assumes responsibility for having done so) all such
additional or supplementary examinations, investigations,
explorations, tests, studies and data concerning conditions
(surface, subsurface and Underground Facilities) at or contiguous
to the site or otherwise which may affect cost, progress,
performance or furnishing of the Work or which relate to any
aspect of the means, methods, techniques, sequences and
procedures of construction to be employed by BIDDER and safety
precautions and programs incident thereto. BIDDER does not
consider that any additional examinations, investigations,
explorations, tests, studies or data are necessary for the
determination of this Bid for performance and furnishing of the
Work in accordance with the times, price and other terms and
conditions of the Contract Documents.
(e) BIDDER is aware of the general nature of Work to be performed by
OWNER and others at the site that relates to Work for which this
Bid is submitted as indicated in the Contract Documents.
(f) BIDDER has correlated the information known to BIDDER,
information and observations obtained from visits to the site,
reports and drawings identified in the Contract Documents and
all additional examinations, investigations, explorations,
tests, studies and data with the Contract Documents.
(g) BIDDER has given ENGINEER written notice of all conflicts,
errors, ambiguities or discrepancies that BIDDER has discovered
in the Contract Documents and the written resolution thereof by
ENGINEER is acceptable to BIDDER, and the Contract Documents are
13328 \ Ls1-00300 00300-2 B I D FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
generally sufficient to indicate and convey understanding of all
terms and conditions for performing and furnishing the Work for
which this Bid is submitted.
(h) This Bid is genuine and not made in the interest of or on behalf
of any undisclosed person, firm or corporation and is not
submitted in conformity with any agreement or rules of any
group, association, organization or corporation; BIDDER has not
directly or indirectly induced or solicited any other Bidder to
submit a false or sham Bid; BIDDER has not induced or solicited
any person, firm or corporation to refrain from bidding; and
BIDDER has not sought by collusion to obtain for itself any
advantage over any other Bidder or over OWNER.
(i) BIDDER certifies by executing the attached form that his firm or
any affiliate is not currently debarred or suspended from doing
business on a Federally assisted project in accordance with 40
CFR Part 32, as published in Volume 47 Federal Register, No.
159, page 35940 et. seq. Debarment and Suspension Under EPA
Assistance Programs, dated August 17, 1982, and Executive Order
12549, and is not currently listed on the General Services
Administration (GSA) publication entitled "Lists of Parties
Excluded from Federal Procurement or Non Procurement Programs"
pursuant to such regulations. It is further agreed that
certifications will be obtained from subcontractors and that
such certifications will remain in effect including the date a
Notice to Proceed is authorized and will be retained in the
files of the undersigned.
4. BIDDER will complete the Work in accordance with the Contract
Documents for the following unit prices.
13328 \ XSI-00300 00300-3 B I D FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
C
UNIT PRICE SCHEDULE
Estimate
d
Item
MOBILIZATION
MANHOLES
1. Depth 10'-15'
a. Standard
2. Depth 15'-20'
a. Standard
b. Outside Drop
3. Depth 20'-25'
a. Outside Drop
4. Depth 25'-30'
a. Standard
5. Depth 40'-45'
a. Outside Drop
6. Modifications to
Existing MHs SR19 &
SR20
GRAVITY SANITARY SEWER PIPE
1. 8" Pipe
a. Depth 0-10'
b. Depth 10'-15'
c. Depth 15'-20'
d. Depth 20'-25'
2. 10" Pipe
a. Depth 15'-20'
3. 12" Pipe
a. Depth 15'-20'
b. Depth 20'-25'
4. 15" Pipe
a. Depth 0-10'
b. Depth 10'-15'
c. Depth 15'-20'
d. Depth 20'-25'
e. Depth 25'-30'
f. Depth 30'-35'
g. Depth 35'-40'
5. 18" Pipe
a. Depth 15'-20'
6. 24" Pipe
a. Depth 15'-20'
b. Depth 201-25'
c. Depth 25'-30'
d. Depth 30'-35'
7. Concrete Encasement
Granular Bedding &
Riprap Backfill at
Creek Crossing
Quantity
Lump Sum
Unit
Price
S.55 V,C4,, /LS
Total
Estimated
3 EA $ !Z , jZ!Zt --/EA $ 3G>, 3 rn(l -
4 EA $ iS, S 1 f/ EA $
4 EA $ EA $ G, 7,
2 EA $ / E'. eP,Z - / EA $ � 7 _2&t,, -
2 EA $ /(,,/S-,/ - / EA
1 EA $ 72-,y, p /EA
Lump Sum $ 199c,- /LS
52
LF
$ � p j_/LF
40
LF
$ /03- /LF
212
LF
$ /o3- /LF
50
LF
$ /03- /LF
46
LF
$ / 3y - /LF
95
LF
$ /7 - /LF
105
LF
$ /77- /LF
50
LF
$ .3/y - /LF
179
LF
$ �iy- /LF
778
LF
$ �/y /LF
265
LF
$;y /LF
149
LF
$ /LF
25
LF
$ z,;Z - /LF
35
LF
$ /LF
35 LF $ 3 G -- / LF
43 LF $ /LF
20 LF $ / LF
16 LF $ /LF
63 LF $ /LF
Lump Sum $ Z yg Z " /LS
$ ;?99o-
$
990-
$
$ <//ZC,
$
$
$
$ 7 /1r
$ 3S,2P, -
$ ZY62,-
13128 \ LS1-00300 00300-4 BID FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
Item
D. STORM SEWER PIPE
1. 24" Pipe
a. Depth 0-10'
b. Depth 10'-15'
c. Flared End Pipe
E. FORCE MAIN
1. 20" Pipe
a. Under Turf
b. Under Gravel
c. Under ACP
d. Under PCCP
e. Under PCCP w/ACP
Overlay
2. 2411 Pipe
a. Under Turf
b. Under Gravel
c. Under ACP
d. Under PCCP
e. Under PCCP w/ACP
Overlay
f. Inside Steel
Casing
3. Concrete Encasement
4. Cleanouts
5. Manholes with Air
Valves
6. 20" Plug Valve
F. JACKED CASING PIPE
1. 14" Pipe (min.)
2. 22" Pipe (min.)
3. 30" Pipe (min.)
G. LATERAL RECONNECTIONS
H. PIPE & MH ABANDONMENT
1. Sewer &
Force Main
Plugs
a. 6"-12"
Pipe
b. 16"-18"
Pipe
c. 30"
Pipe
2. Fill Pipe w/Sand or
Fly Ash
Slurry
a. 10"-12"
Pipe
b. 16"
Pipe
3. MH Abandonment
Estimate
d
Quantity
332 LF
280 LF
1 EA
1,280 LF
1, 910 LF
900 LF
835 LF
1,335 LF
2, 945 LF
3,575 LF
365 LF
565 LF
1,635 LF
430 LF
100 LF
39 EA
9 EA
1 EA
50 LF
153 LF
430 LF
2 EA
33 EA
7 EA
2 EA
2,520 LF
110 LF
10 EA
nninn-S
Unit
D,-;
$� /LF
$ �_- /LF
$ lo/ S" / EA
$ /LF
$ (, (� --/ LF
$ l/ Z - /LF
$ io C- /LF
$ i ZL•" /LF
$ �S /LF
$ 7-Z, _ /LF
$ i - /LF
$ i l 2. - /LF
$ i 1 - /LF
$ I I g V /LF
/LF
$ /EA
$ 278 '-/EA
$ S3cq./EA
$ (� `���� / L F
$ /LF
$ /LF
$ J DEQ.. /EA
$ /EA
S LLi /EA
$ 7 /LF
$1_/L--
$
LF$ 3 '3.1 ' / EA
Total
Estimated
Price
$ X9,5"£�
$
$
$ iD012 y0-
$ i2. 6, Cc-, C,
$ zoo', e Ct7
$ itd6,2/0-
$
is
$ zS0,
$ ZloD. 9 7S
$ �3,y3S
$ (03. z8�
$ 19e1� SSS
$ 501710
$ 360o
$�o.43y -
$
$
$
$ i5 7, Rev
$ 30zE
$ 34I
$
$ 4yL"
$ ! In (1
$_�rU3
$ -3 3 7 0
BID FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
Item
I. COMPACTION GROUTING
1. Mobilization
2. Core Holes
3. Grout
J. LIFT STATIONS
1. Lift Station No.
2. Lift Station No.
3. Lift Station No.
4. Lift Station No.
Estimate
d
Quantity
Lump Sum
200 LF
700 CF
Unit
Price
$ / 1' y4 7/LS
$ S /LF
$ 2-1 - /CF
1 Lump Sum $7LS
2 Lump Sum $ -/LS
3 Lump Sum $4 V WA LS
4 Lump Sum $ _j�S 7bL--/LS
Total
Estimated
Priya
$ - 0i,
14,7 an
$ S L_
$ 29, 710
$ -3/�-- 7D -
K. DEMOLITION
1. Lift Station No.
1
Lump
Sum
$ 79,ir'/LS
$
2. Lift Station No.
2
Lump
Sum
$ 7ggy- /LS
$ .7
3. Lift Station No.
3
Lump
Sum
$`7 g -/LS
$ 199
4. Lift Station No.
4
Lump
Sum
$/LS
T
$ 7 c
TOTAL
BASE
BID
>
(Total in Words)
(Total base bid amount are to be shown in both words and figures. In
case of discrepancy, the amount shown in words will govern. In case
of error in extension, the unit and lump sum prices under each Pay
Item will be considered correct, and these sums when properly
extended, shall constitute the Bid.)
The above unit prices shall include all labor, equipment, materials
and supplies, bailing, shoring, removal, overhead, profit, insurance,
etc., to provide a complete system within the intent of these Contact
Documents.
The below unit price shall be utilized when rock is encountered and
must be excavated during construction of the project.
ROCK EXCAVATION $100/cubic yard
ABBREVIATIONS
LF Lineal Feet
EA Each
CF Cubic Feet
ACP Asphaltic Concrete Pavement
PCCP Portland Cement Concrete Pavement
MH Manhole
13328 \ LS1 00300 00300-6 RM FnRM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
UNIT PRICE SCHEDULE DEFINITIONS
A. MOBILIZATION
A lump sum payment not to exceed three (3) percent of the total
bid amount will be made to the Contractor with the first monthly
progress payment as a reasonable amount to start project.
INESSEu/_\0Iai]rl�
Payment will be based on completed, precast or cast -in-place
concrete manhole construction. Such payment shall include all
costs of clearing, grubbing and turf replacement; break up and
offsite removal of existing pavement and curbs (as required);
excavation, sheeting and shoring (as required), forming (as
required), dewatering (as required), manhole base, walls, cones,
plastering where required, making pipe connections, grout,
waterproofing, joint seals, steps, frames, covers, bedding,
testing, backfill; and pavement and curb restoration (as
required). In addition, payment will be based on which depth
category the manhole belongs (10'-15' or 15'-201, as an
example). The measurement of depth shall be the vertical feet
of manhole from the top of the frame and cover to the invert of
the discharge sewer pipe.
Payment for modifications to existing manholes SR19 and SR20
will be lump sum cost for break up and offsite removal of
existing pavement, excavation, sheeting, and shoring (as
required), dewatering (as required); constructing new outside
drop in MH-SR19, partially filling outside drop and MH-SR20,
waterproofing, joint seals, testing, backfill and pavement
restoration.
The cost of pavement and curb restoration is not paid as a
separate item and shall be included in the cost of manholes.
Work activities of pavement and curb restoration include, but
are not limited to, sawcutting, forming, procuring and placing
wire mesh, procuring and placing portland cement concrete or
asphalt, joint construction, including steel reinforcement,
finishing operations, prime coat, tack coat, and pavement
marking.
C. GRAVITY SANITARY SEWER PIPE
Payment will be based on lineal feet of installed pipe, measured
along the pipe centerline from center to center of manholes or
junction chambers. Work activities include, but are not limited
to clearing and grubbing and turf replacement; break up and
offsite removal of existing pavement and curbs (as required);
excavation; removing and replacing fence (as required), sheeting
and shoring (as required), forming (as required); dewatering and
13328 , L51-00300 00300-7 B I D FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
bypass pumping (as required); procuring, placing and compacting
bedding materials; concrete encasement or saddles (as required);
procuring and installing sewer pipe and all appurtenances,
including cleanouts at locations shown on plans; connecting to
existing structures; placing and compacting backfill, including
procuring, hauling, placing and compacting the granular
backfill; respreading topsoil (when required); aggregate surface
course (as required); restoring pavement and curbs (as
required); concrete encasement at creek crossing; compacted
granular bedding; and riprap at creek crossing; bypass pumping
at creek crossing (as required; testing, and site restoration,
all as defined in the Specifications. In addition, payment will
be based on the incremental depth of the sewer (10'-15' or 151-
201, as an example). The measurement of depth shall be the
vertical feet from ground surface to the installed sewer invert.
The cost of pavement and curb restoration is not paid as a
separate item and shall be included in the cost of sewer pipe;
and the work activities shall be as described above in Section
B, Manholes.
D. STORM SEWER DRAIN
Payment will be based on lineal feet of installed pipe, measured
along the pipe centerline from center to center of manholes.
Work activities include, but are not limited to, clearing,
grubbing, and turf replacement; break up and offsite removal of
existing pavement; excavation; sheeting and shoring (as
required); forming (as required); dewatering (as required);
procuring, placing and compacting bedding materials; concrete
encasement or saddles (as required); procuring and installing
sewer pipe and all appurtenances; connecting to existing
structures; placing and compacting backfill; respreading topsoil
(when required); aggregate surface ccurse(as required); testing;
pavement restoration; and site restoration, all as defined in
the Specifications. In addition, payment will be based on the
incremental depth of the sewer (0110' or 10'-151, as an
example). The measurement of depth shall be the vertical feet
from ground surface to the installed sewer invert. The cost of
pavement and curb restoration is not paid as a separate item and
shall be included in the cost of storm sewer drain; and the work
activities shall be as described above in Section B, Manholes.
E. FORCE MAIN
Payment for force main will be based on lineal feet of installed
pipe, measured along the pipe centerline from Junction Chamber
No. 5 in the outfall sewer to the connection with the ductile
iron discharge pipe with mechanical coupling at Lift Station No.
1. Work activities include, but are not limited to, clearing,
grubbing, and turf replacement; break up and offsite removal of
existing pavement and curbs (as required); excavation; removing
and replacing fence (as required); sheeting and shoring (as
13328 LSI -00300 00300-8 B I D FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
required); forming (as required); dewatering (as required);
procuring, placing and compacting bedding materials; concrete
encasement, saddles and thrust blocks (as required); procuring
and installing force main pipe and all fittings, thrust blocks
and appurtenances (cleanouts and manholes with air valves are
paid as separate items as defined later in this Section E);
connecting to existing structure and lift station discharge
lines; placing and compacting backfill, including procuring,
hauling, and compacting the granular backfill; respreading
topsoil (when required); aggregate surface course (as required);
testing; pavement and curb restoration; and site restoration,
all as specified in the specifications. Payment for cleanouts
will be based on completed cleanout construction. Such payment
shall include excavation; sheeting and shoring (as required);
procuring, placing and compacting bedding materials; all
concrete work; procuring and installing pipes, fittings, manhole
frames and covers; all at locations shown and as detailed on the
plans. Payment for manholes with air valves will be based on
completed manhole construction. Such payment shall include
excavation; sheeting and shoring (as required); forming (as
required); manhole base, walls, cones, joint seals, steps,
frames, covers, crushed stone bedding and backfill; making all
pipe connections; procuring and installing sewage air valves and
all accessories; all at locations shown and as detailed on the
plans. Payment in the 20 -inch plug valve shall include
excavation; sheeting and shoring (as required); procuring,
placing, and compacting bedding materials; all concrete work;
procuring and installing valve, special fittings, and valve box;
backfill; site restoration, all as specified and detailed on the
plans. The cost of pavement and curb restoration is not paid as
a separate item and shall be included in the cost of force main;
and the work activities shall be as described above in Section
B, Manholes.
F. JACKED CASING PIPE
Payment will be based on completed installation of casing pipe.
Such payment shall include all costs of procuring and installing
casing pipe, excavation, sheeting and shoring (as required),
dewatering (as required), boring pits, boring, jacking, casing
spacers, and seals, sand or fly ash or grout annular fill (if
required), vent pipes and accessories in accordance with the
railroad codes and regulations (if required), testing, and
placing backfill.
G. LATERAL RECONNECTIONS
Payment will be based on complete reconnection of existing
service lateral. Such payment shall include all costs of
excavation, making pipe connections, boring or jacking of pipe
under pavement, cleans outs, plugging lateral stub outs from
existing sewer, sheeting and shoring (as required), dewatering
:3328 \ LS1-00300 00300-9 B I D FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
(as required), procuring and installing sewer pipe and all
appurtenances, bedding, backfill, compaction, pavement
restoration, and site restoration, all as defined in the plans
and specifications.
H. PIPE & MH ABANDONMENT
Payment will be based on the number of plugs at open ends of
sewer pipe and force main, and plugs at pipe openings at
manholes that are to remain or to be abandoned; lineal feet of
sewer pipe sections that are to be filled with sand or fly ash
slurry; and number of manholes to be abandoned. Work includes
exposing and removing portions of sewer pipe and force main for
filling and plugging, including the materials to complete the
work operation such as sand, fly ash, grout and concrete,
excavation, sheeting and shoring, dewatering, backfill and
compaction, and pavement restoration. Work activities in
abandoning manholes include, but are not limited to, break up
and offsite removal of pavement and up to the minimum top three
feet of the manhole, excavation, filling the remaining portion
of the manhole with granular fill, backfill and compaction, and
pavement restoration.
I. COMPACTION GROUTING
Payment will be based on lump sum and by unit prices applied to
measured quantities of work performed and accepted for the items
of work. The price for each item shall include overhead,
profit, and all other costs to the Contractor and the firm to
whom subcontract for the work is to be let for performance of
all work required by the specifications. Payment for
mobilization will be by a lump sum and shall include mobilizing
and demobilizing the equipment, materials, and personnel for the
performance of the work. It shall include all work, both on-
site and off-site, that is necessary for the work but for which
specific unit prices are not included herein. Payment for core
holes will be based on the unit price for the cumulative length
of 3 -inch minimum diameter core holes measured and shall be
actual length of holes cored at locations designated by the
Engineer. Payment for grout will be based on the measurement of
the cubic feet of grout injected and shall be based on the
cumulative volume of grout passing the top of the grout pipe and
injected into the hole. No payment will be made for any volume
injected in the holes lost due to faulty grouting equipment,
grout or procedures.
J. LIFT STATIONS
Payment will be based on the total cost of constructing the lift
station with all the appurtenances, including the emergency
generator complete with all mechanical and electrical work.
Work activities include, but are not limited to clearing and
grubbing; embankment construction, including placing subbase
material and filter fabric; preloading the site at Lift Station
No. 1; pavement removal, excavation; removal of compaction grout
13328 \ L51-00100 00300-10 B I D FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
as required, sheeting and shoring; dewatering; forming; all
cast -in-place concrete work, procuring and installing precast
lift station and valve vault sections, base slabs and top slabs;
backfill; procuring and installing pumps, piping, piping
equipment, control panels and other control equipment, emergency
generators and their accessories, conduits and wires; all
underground ductile iron and other pressure piping and
appurtenances, including the manholes for future flow meters and
manholes with air valves at the lift station sites, lift station
discharge pressure piping connections to the main force main,
and the pipe fittings, including the 20 -inch fittings and
cleanout at Lift Station No. 1 site; 24 -inch ductile iron pipe
between MH Al and the lift station structure at Lift Station
No. 1 site (all gravity sewer pipes and manholes are paid as
separate items under Sections C and B, respectively); all site
work, including grading, site access, painting of all exposed
metal piping and conduits and walls and underside of the top
slabs in wet wells; grading, surface gravel course, fences and
gates; all electrical work, including site lighting, testing,
all as defined in the specifications. Preloading the site at
Lift Station No. 1 includes furnishing soil materials from an
off-site borrow area or excavation, placing and compacting of
surcharge fill for preloading; installing and maintenance of
piezometer and settlement platforms; and removing the
piezometer, settlement platform and surcharge fill at the
completion of preloading.
K. DEMOLITION
Payment will be based on the total cost of decommissioning and
abandoning the existing lift stations. Work activities include
disconnecting and removing power supply; removing the wastewater
pumps and delivering to the Owner for storage as directed by the
Engineer; removing and disposing of all other equipment and
piping; plugging all inlet and outlet piping; removing and
disposing of the above ground portions of the wet wells and dry
wells up to 3 feet below grade; breaking the concrete floors of
the wet wells and dry wells; filling the wet well and dry well
chambers with gravel; and regrading. Work at existing Lift
Station No. 1 site also includes removing the aerial pipe and
supports at the Sloan Creek Crossing, and installing the valve
at the end of lateral from Marina in the existing manhole.
Existing Lift Station No. 2 shall remain operational until new
Lift Station No. 1 and the new Sloan Relief Sewer are fully
operational and accepted by the Owner.
13320 \ LS1-00100 00300-11 BID FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
5. BIDDER agrees that the Work will be substantially complete
within 425 calendar days after the date when the Contract Time
commences to run as provided in Paragraph 2.3 of the General
Conditions, and completed and ready for final payment in
accordance with Paragraph 14.13 of the General Conditions within
455 calendar days after the date when the Contract Time
commences to run.
BIDDER accepts the provisions of the Agreement as to liquidated
damages in the event of failure to complete the Work within the
times specified in the Agreement.
6. The name and address of the surety company that will execute
performance and payment bonds shall be entered in the spaces
provided below. Failure to furnish the information requested
may be cause for rejection of Bid.
IMPORTANT - Surety companies executing BONDS must appear on the
Treasury Department's most current list (Circular 570 as
amended) and be authorized to transact business in Missouri.
Name of Surety: American Casualty Company of Reading, Pennsylvania
Address: CNA Plaza
Chicago, IL 60685
7. The following documents are attached to and made a condition of
this Bid:
(a) Required Bid Security in the form of 5% Bid Bond
(b) List of Major Subcontractors required to be identified in
this Bid.
(c) List of Major Material Suppliers required to be identified
in this Bid.
(d) Required BIDDER's Qualification Statement with supporting
data indicated by "Statement of Bidders Qualifications".
(e) EPA Region VII Minority and Women's Business Enterprise
Utilization Worksheet
(f) Certification regarding Debarment, Suspension and Other
Responsibility Matters.
13328 \ LS1-00300 00300-12 BID FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
LIST OF MAJOR SUBCONTRACTORS
The names of Subcontractors to be used for the Work shall be entered
in the spaces provided below as required by Paragraph SC -6.8.2 of the
Supplementary Conditions. Upon award of a contract, the named
Subcontractors shall be used. The completed List of Major
Subcontractors shall become a part of the Contract Documents.
Substitution of Subcontractors shall be as outlined by the provisions
of the General Conditions. Substitutions shall be subject to
concurrence of the Owner and shall be confirmed by Change Order.
Failure to furnish all information requested in the listing may be
cause for rejection of the Bid.
Area of Work
1. Compaction Grouting
2. Concrete
3. Mechanical
4. Electrical
Name of Subcontractor
Self Perform
Self Perform
7')1'L )�-'I<:I -')L- L(-�� crit ie
13328 \ LSI -00300 00300-13 B I D FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
LIST OF MAJOR MATERIAL SUPPLIERS
The names of Major Material Suppliers to be used for the Work shall
be entered in the spaces provided below as required by Paragraph
SC -6.8.2 of the Supplementary Conditions. Upon award of a contract,
the named Suppliers and materials shall be used and furnished. The
completed List of Major Material and Equipment Suppliers shall become
a part of the Contract Documents.
Material substitutions will be permitted only if named material does
not meet the requirements of the Contract Documents; the Supplier is
unable to meet the delivery requirements of the construction
schedule; the Supplier is dilatory in complying with the requirements
of the Contract Documents; or for other reason specified in the
General Conditions. Substitutions shall be subject to concurrence of
the Owner and shall be confirmed by Change Order.
Preliminary acceptance of material listed by Supplier's name shall
not in any way constitute a waiver of the specifications covering
such material; final acceptance will be based on full conformity with
the Contract Documents.
Failure to furnish all information requested in the listing may be
cause for rejection of the Bid.
4.
5.
6
7.
8.
9.
10
Specification
Major Material Item
Section
Supplier
15" Gravity Sanitary
Sewer
02700
Mission Clay Products
18" Gravity Sanitary
Sewer
02700
Mission Clay Products
24" Gravity Sanitary
Sewer
02700
24" Storm Sewer Pipe
02700
Concrete Manholes
02700
Force Main
02700
Precast Manhole Section
for Lift Stations
02700
Submersible Pumps
11310
Control Panels
13435
Emergency Generators
16620
:>>=s Ls1-00700 00300-14 BID FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
STATEMENT OF BIDDERS QUALIFICATIONS
Each Bidder for the Work included in the Contract Documents shall
submit with their Bid the data requested in the following schedule of
information. This data must be included in and made a part of each
Bid and be contained in the sealed envelope. Failure to comply with
this instruction may be regarded as justification for rejecting the
Bidder's proposal.
Robinson Mechanical Contractors, Inc.
(1) NAME OF BIDDER: DBA Robinson Construction Company
(2) BUSINESS ADDRESS: P. 0. Box 388 2411 Walters Lane
Perryville, MO 63775
(3 ) WHEN ORGANIZED: July, 1979 ( 3A) WHERE INCORPORATED: Missouri
(4) IF NOT INCORPORATED, STATE TYPE OF BUSINESS AND PROVIDE YOUR
FEDERAL TAX IDENTIFICATION NUMBER: --
(5) Number of years engaged in contracting business under present
firm name:
20 vears
(6) If you have done business under a different name, please give
name and location:
No
(7) Have you ever failed to complete any work awarded to your
Company? If so, where and why?:
No
(8) Have you ever defaulted on a Contract?
No
(9 List of Contracts completed within last four years, including
value of each:
See attached sheet
3328 \ LS1-00700 00300-15 BID FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
(10) List of Projects currently in progress (*);
See attached sheet
* Attach additional sheets as necessary *
(11) Anticipated Percent of sewer installation for this project
using:
Open Cut
Microtunneling
Gravity
10%
90%
Force Main
100%
0%
Uncased Boring 0% 0%
(12) List of two projects demonstrating Bidder's technical
qualifications to perform the type of sewer construction
anticipated. Include:
Project Name
Lineal feet and size of
sewer installed
Contract Price
Percent of installation,
By size, using (If
below methods do not
apply, describe method(s)
on a separate sheet and
attach to this Statement
of Qualifications):
Open Cut:
Microtunneling
Uncased Boring
Contact (name and
phone number)
Project 1 Project 2
College/Henderson
Smith (Nn _Fnrt "T)" SQuer_f'��
4485 LF 8" 1400 LF 15" 7800 LF 8" 182 LF 18"
7595 LF 10" 600 LF 10" 696 LF 36"
1485 LF 12" 2072 LF 12"
$2,971,450.00 $2,180,100.00
8"
2%
10"
00
12"
07.
15"
Oo
98%
100%
80%
100%
0%
0%
20%
0%
Francis E. Robinson
573-547-8397
8"
10"
12"
18"
36"
307.
0%
81%
100%
100%
69%
99%
18%
0%
0%
1%
1%
1%
0%
0%
Francis E. Robinson
573-547-8397
13328 \ Ls1-00300 00300-16 BID FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
EPA REGION VII
MINORITY AND WOMEN'S BUSINESS ENTERPRISE UTILIZATION WORKSHEET
Grant Applicant Robinson Construction Company
Project No.
Contractor/ Engineer Robinson Construction Company
Address p 0 Box 388 2411 Walters Lane Perryyille, MO 63775
Contact Person Francis E. Robinson Telephone No. 573-547-8397
Amount of Contract MBE Percentage WEE Percentage
1
2
3
:a
5
MBE Subcontractor
WEE Address
Contact Person Telephone No.
Amount of Subcontract
Scope of Work
MBE Subcontractor
WEE Address
Contact Person
Amount of Subcontract_
Scope of Work
MBE Subcontractor
WEE Address
Contact Person
Amount of Subcontract_
Scope of Work
MBE Subcontractor
WEE Address
Contact Person
Amount of Subcontract_
Scope of Work
MEE Subcontractor
WEE Address
Contact Person
Amount of Subcontract_
Scope of Work
6. MEE Subcontractor
WEE Address
Contact Person
Amount of Subcontract_
Scope of Work
Telephone No.
Telephone No.
Telephone No.
Telephone No.
Telephone No.
13328 \ LSI -00100 00300-17 B I D FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
Comments &c.•)c-L i- ( );I i',L r i = 1"/"1f: (, A
rptepared By
573-547-8397
Telephone No.
4-11-00
Date
13328 \ LS3-00300 00300-18 B I D FORM
A �A C«wd r4�bv
vE PA
L*Wled sttbm,.,
ccX-6eo
Gar cation Regarding
Debarment, Suspension, and Other Responsibility. Matters
The p partkdpant cerfff to the best of Its �a�adze and be6d tt= I and its pr 1s
• • t •:r. :• suspeded, • ••A:• for •:•: •:•.: :• •: or • LA
ex,duded frm covered •. • . by :•a •z.r: • cr .•:
not �f • •' •• precadlin • • ••A'•:• been =Nicted • • Ma a • Judgement
•forgery,brbery, fals5cabcnor • :.C•• M • of : •• •.: • • faise staterrwlz, stateor : •:
lnN
• • ••'
60
►• f•' h•t • • •
transac6ormorf: or •K •.1:• for came or •:...
'•►. • t -:1 a fzLse '•1+.1 i on tis c:. • ti • • may • : 7cux13 • rejecben of Na• • • M" or
terrr*%atcnof Iaward. In a6d]bcri,•1001,r..� staternert• ••
to $10, 000 or irrprLs�� for up to 5 yeam or bc&L
Francis E. Robinson President
Typed film• & 7iw of AL*xx zad Papn—:tl e
4-11-00
of Audxxtz.d F�pfwf••trlr•
EPA For" 5700-0 i»-" 00300-L9
Instructions
Under Execuiive Order 12549, an individt2l or organization debarred or excluded from
participation In Federal assistance or benefit programs may not receive anv assistance award
under a Federal program, or a subagreement thereunder for S25,CC0 or more.
Accordingly, each prospective recipient of an EPA grant, loan, or cocperattve agreement and any
contract or subagreemerrt participant thereunder must complete the attached Ce rtor
provide an explanation why they cannot. Fcr further details, see 40 CFR 32.510, Participants'
responsibilities, in the attached regulation.
Where To Submit
The prospective EPA grant, loan, or cooperative agreement recipient must return the signed
certification or explanation with its application to the appropriate EPA Headquarters or Regional
office, as required in the application instructions.
A prosped}ve prime contractor must submit a completed certificzakon or explanation to the
Individual or organization awarding the contract -
Each prospective subcontractor must submit a completed certification or explanat}on to the prime
contractor for the project.
How To Obtain Forms:
EPA Inducles the certification form, instructor , and a copy of Its Implementing regJatlon (40 CPR
Part 32) in each application ktL' Applicants may reproduce thobse materals as needed and provide
them to their prospective prime contractor, who, In tum, may reproduce and provide them to
prospective srubcomactom
•IPPS• ►�� ..�.r 11
11111 ►: •• :• :• •s
C.CrTiQl12r Branch
Grants Ad ct L Cly CPU -216F)
U.S_ Envfrormontai FrCtOcbw A4W-f--y
401 M Street, SW
- Wast hr,5;&M DC 204W
(Fste0ac- 202 jt7'S-8=)_
ftT-ai
00300-20
c.
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARD.EAU
A CORPORATION
Robinson Mechanical Contractors, Inc.
By DRA Robinson Cnnstniction Campan3r (SEAL)
(Corporati.on Name)
Missouri
By (27,- ---- L
( Name
State of Incorporation)
7
of Person Authorized to Sign
Francis E. Robinson President
(Title)
r r
+Corporate real)
r (Secretary)
Business Address: P. 0. Box 388 2411 Walters Lane
Perryville, MO 63775
Phone No.: 573-547-8397 Fax 573-547-8398
A JOINT VENTURE
(SEAL)
By - (SEAL)
(Name)
(Address
By (SEAL)
(Name)
(Address)
Phone Number and Address for receipt of official communications
(Each joint venturer must sign. The manner of signing for each
individual, partnership and corporation that is a party to the
joint venture should be in the manner indicated above).
13328 \ L51-00100 00300-22 BID FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
8. Communications concerning this Bid shall be addressed to:
P. 0. Box 388 2411 Walters Lane
Perryville, MO 63775
9. Terms used in this Bid which are defined in the General
Conditions or Instructions will have the meanings indicated in
the General Conditions or Instructions.
SUBMITTED on April 11
If BIDDER is:
AN INDIVIDUAL
By
1X9 2000
(Individual's Name)
doing business as
Business Address:
Phone No.:
A PARTNERSHIP
By
(Firm Name)
General Partner)
Business address:
Phone No.:
(SEAL)
(SEAL)
13328 \ [s1-00300 00300-21 BID FORM
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
BIDDER'S BOND
STATE OF MISSOURI
COUNTY OF CAFE GIRARDEAU
KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned
Robinson Mechanical Contractors, Inc. DBA
Robinson Construction Company
of 2411 Walters Lane, Perryville, Missouri 63775
hereinafter called "Principal," and American Casualty Company of
Reading, Pennsylvania
of CNA Plaza, Chicago , State of Illinois 60685
hereine the "Surety, 11 are A anunto--THF, 'lrm y oun
a ter ca
CITY OF CAPE C1IPJ.RDP-AU, MISSOURI, hereinafter called "Obligee, " in
the penal sum of Five Percent of the amount bid ------------------------
---------------------- ($ 5% Amt. Bid ) or five percent (5%) of the
grosa num name n t e inaw ul money of the United States, to
be paid in Cape Girardeau County, Missouri, for the payment of which
aura well and truly to be made, we bind ourselves, our heirs,
executors, administrators and successors, jointly and severally,
firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that WHEREAS, the
Principal has submitted or is about to nubmit a proposal, to the
Obligee on a contract for Lift Stations a
NOW, THEREFORE, if the bid of the Principal is accepted by
Obligee and if the Principal has entered into a contract with the
Obligee within fifteen (15) days after being given notice of such
acceptance and has furnished within said fifteen (15) days an
acceptable contract bond for the faithful performance of the
contract, then these presents shall be void; otherwise, if the
Principal shall fail to perform any part of the conditions set out
herein, the amount of this bond shall be paid immediately upon
notification of Obligee to Surety of Principal's failure to timely
perform the terms of this Bidder's Bond.
PROVIDED FURTHER, that if any legal action be filed upon this
bond, venue shall lie in Cape Girardeau County, State of Missouri.
IMPORTANT - Surety companies executing BONDS must appear on the
Treasury Department's most current list (Circular 570 as amended) and
be authorized to transact business in Missouri.
IN WITNESS WHEREOF, this instrument is executed in One
counterparts, each one of which shall be deemed an origins., this the
11th day of April )J)� 2000
1"22 � [.ei.onsoo 00300-23 BID FORM
POWER OF ATTORNEY APPOIN I INV INI.JIVILWAL A l I t.Jt',NtY-IN-f-ACT
Know All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an Illinois corporation, NATIONAL FIRE INSURANCE
COMPANY OF HARTFORD, a Connecticut corporation, AMERICAN CASUAL T Y COMPANY OF READING, PENNSYLVANIA, a Pennsylvania
corporation (herein ccllectively c--Iled'the CCC Surety Companies'), are duly crgar.¢ed and existing corporations having their principal offices in
the City of Chicago, and State of Illinois, and that they do by virtue cf the s:cnature and seals herein affixed hereby make, constitute and appoint
Thcmas R We!s h Dennis Lutz Dennis Flatness Earbara fvi_ Stub, Ta a S. Holman, Rebec---3 L. Liffey, Susan M. Steianski, Indrriduaily
of SL Louis, Missouri
their true and lawful A:temey(s)-in-Fact with full power and authcry hereby c: nferred to sicn, seal and execute for and on their behalf bends,
undertakings and other obligatory instruments of similar nature
- In Unlimited Amounts -
and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and
all the acts of said A tcmey, pursuant to the authority hereby given are hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By -Laws and Resolutions, printed on the reverse hereof,
duly adopted, as indicated, by the Boards of Directors of the corporations.
In Witness Whereof, the CCC Surety Companies have caused these Presents to be signed by their Group Vice President and their
corporate seals to be hereto affixed on this 1st day of February 1.999
CONTINENTAL CASUALTY COMPANY
� ��T 1Kst1A ty C., NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
k% ��� AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA
�arrnaaT� b
s
L) SEAL ���. �, < �yT•
Marvin J. Cashion Group Vice President
State of Illinois, County of Cook, ss:
On this 1st day of February1999 , before me personally come
Marvin J. Cashion, to me known, who, being by me duly swam, dd depose and say. that he resides to the City of Chicago, Sete of Illinois; that
he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and
AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument; that he knows the
seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority
given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to
be the act and deed of said corporations.
Jo
r
NOTARY
pugifc
c�k���
My Commission Expires March 6, 2000 Mary Jo Abel Notary Public
CERTIFICATE
1, Mary A. Ribikawskis, Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF
HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein
above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of each corporation printed on the
reverse hereof are stiil in force. In testimony whereof I have hereunto subscnled my name and affixed the seals of the said corporations
this 11th day of April 2000
CONTINENTAL CASUALTY COMPANY
�e�su��T wRr o�axre�� NATIONAL FIRE INSURANCE COMPANY OF HARTI=ORQ ,:
AMERICAN CASUALTY COMPANY OF READ VAN
c'
f� 3
y � � NL7 ]I, a•ca�
SEAL < sf b72 ar I .
1897 HAPn
MaryA Ribikawskis Assistant Secretary
(Rev.1011 /97)
Authorizing try -Laws anu mesuruLiu' ls
ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY:
This Power of Attorney is made and executed pursuant to and by authorty of the following By -Law duly adopted by the Board of Directors of
the Company.
"Article IX—Execution of Documents
Section 3. Appointment of Attomey-in-fact The Chairman of the Board of Directors, the President or any Executive, Senior or Group
Vice President may, from time to time, appoint by written cer�uflcates attcmeys4n-fact to act. in behalf of the Company in the execution of
policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attomeys-in-fact, subject to the limitations
set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such
instruments and to attach the seal of the Company thereto. The Chairman of the Board of Directors, the President or any Executive, Senior
or Group Vice President or the Board of Directors, may, at any time, revoke all power and authority previously given to any attorney -in -fact -
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adcoted by the Board of
Direct orsof the Company at a meeting duly called and held on the 17th day of February, 1993.
'Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be
affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of the By -Laws, and the signature of the Secretary or
an Assistant Secretary and the seal of the Company may be aff xed by facsimile to any certificate of any such power and any power or
certificate bearing such facsimile signature and seal shall be vaLd and binding on the Company. Any such power so executed and sealed and
certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and
binding on the Company.'
ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA:
This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of Directors of
the Company.
"Article VI—Execution of Obligations and Appointment of Attorney4n-Fact
Section 2. Appointment of Attorney-in-fact The Chairman of the Board of Directors, the President or any Executive, Senior or Group
Vice President may, from time to time, appoint by vaitten certificates attomeys-in-fact to act in behalf of the Company in the execution of
policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attomeys-in-fact, subject to the limitations
set forth in their respective certific--tes of authority, shall have full power to bind the Ccmpany by their signature and execution of any such
instruments and to attach the seal of the Company thereto. The President or any Executive, Senior or Group Vice President may at any time
revoke all power and authority previously given to any attorney -in -;act'
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of
Directors of the Company at a meeting duly called and held on the 17th day of February, 1893.
'Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be
affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article Vl of the By -Laws, and the signature of the Secretary or
an Assistant Secretary and the seal of the Company may be affixed by facsimle to any certificate of any such power and any power or
certificate bearing such facsirnile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and
certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and
binding on the Company.'
ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD:
This Power of Attorney is made and executed pursuant to and by authority of the following Resolution duly adopted on February 17, 1993 by
the Board of Directors of the Company.
'RESOLVED: That the President, an Executive Vice President, or any Senior or Group Vice President of the Corporation may, from time
to time, appoint, by written certificates, Attemeys-in-Fact to act in behalf of the Corporation in the execution of policies of insurance, bonds,
undertakings and other obligatory instruments of like nature. Such Attomey-in-Fad, subject to the limitations set forth in their respective
certificates of authority, shall have full power to bind the Corporation by their signature and execution of any such instrument and to attach
the seal of the Corporation thereto. The President, an Executive Vice President, any Senior or Group Vice President or the Board of Directors
may at any time revoke all pourer and authority previously given to any Attcmey-in-Fact'
This Pourer of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of
Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
'RESOLVED: That the signature of the President, an Executive Vice President or any Senior or Group Vice President and the seal of
the Corperadcn may be affixed by facsimile on any power of attorney granted pursuant to the Resolution adopted by this Board of Directors
on February 17, 1993 and the signature of a Secretary or an Assist3nt Secretary and the seat of the Corporation may be affixed by facsimile
to any ger tific3te of any such power, and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the
Corporation. Any such power so executed and sealed and certified by certificate so executed and sealed, shall with rescect to any bond or
undertaking to which 4 is attached, continue to be valid and binding on the Corporation.'
1332$ SANITARY SMER IMPROVEMENT PROGRAM
LIFT -STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
Attest:
a n "3 Secretary
Y y
1.-4, s !as to Prrncipal
/2.4`1'f `Walters Lane
Perryville, MO 63775
Address
Attest:
Surety Secretary
(SEAL)
j /'/"�
i gess s to -Sur-etly
P.O. Box 66753
St. Louis, MO 63166-6753
Aaaress,
Robinson Mechanical Contractors, Inc
DBA Robinson Construction Company
Pxincipa
Sy
2411 Walters Lane
Perryville, MO 63775
Address
American
IIUxety
By:
. Stefanski, Atto
P.O. Box 66753, St.
5,dcireE6
NOTE: If Bidder is Partnership, all partners should execute bond.
END OF SECTION 00300
13128 \ L81.00300 00300-24 SID FORM
Item No. 9
LIST OF COMPLETED PROJECTS WITHIN THE PAST FOUR
YEARS, INCLUDING NAME OF PROJECT, OWNER, ENGINEER,
CONTRACT AMOUNT, DATE OF COMPLETION
Cape Sewer Projects
City of Cape Girardeau
Sverdrup Civil Engineering
Mr. Rich Vedder
Contract Amount $ 11,000,000
Completed November 30, 1998
Searcy Water Treatment Plant
City of Searcy, Arkansas
Garver & Garver Engineers
Mr. Gary Bennett
Contract Amount $ 4,000,000
Completed December 1997
Wastewater Treatment Plant
City of Branson West
Allgeier, Martin & Associates
Mr. Glen Davidson
Contract Amount $ 2,700,000
Completed July 1998
Procter & Gamble Paper Machine
Procter & Gamble
New Site Construction
Mr. Ron Funk
Contract Amount $ 7,000,000
Completed December 1998
Water Intake Structure
Procter & Gamble Paper Products Co.
Archer Engineer/Design-Build Project
Contractor — New Site Construction
Mr. Ron Funk
Contract amount $ 5,739,612
Completion date 9/01/99
Perryville Sewer Plant
City of Perryville
Burns & McDonnell
Mr. Jim McCleish
Contract Amount $ 5,500,000
Completed May 1997
Benton Water Treatment Plant
City of Benton, Kentucky
Florence & Hutchinson
Mr. Roger Colburn
Contract Amount $ 2,300,000
Completed December 1998
Miscellaneous Projects
TG (USA) Corporation
Mr. Dean Link
Contract Amount $10,000,000
Completed November, 1998
Cape Main CSO Sewer
City of Cape Girardaeu
Sverdrup Civil, Mr. Rich Vedder
Contract Amount $ 3,925,111
Completed December, 1999
Connecting Corridor 50
Procter & Gamble Paper Products Co.
New Site Construction
Mr. Charlie Bowers
Contract Amount $1,400,000
Completion Date: 9/01/99
Water & Wastewater Treatment Plant
Procter & Gamble Paper Products Co.
New Site Construction
Mr. Mark Dunaway
Contract Amount $ 1,195,180
Completion date 9/01/99
Item No. 9
Structural & Miscellaneous Metals
Procter & Gamble Paper Products Co
New Site Construction
Mr. Don Sowell
Contract Amount $ 1,500,000
Completion date: 12/01/99
Item No. 10
LIST OF PROJECTS UNDER CONSTRUCTION, INCLUDING
NAME OF PROJECT, OWNER, ENGINEER, CONTRACT
AMOUNT, PERCENT COMPLETE
Piping Tie-ins
Biokyowa, Inc.
Mr. Van Smith
Contract Amount $ 3,000,000
80% complete
Procter & Gamble Paper Products Co
Piping
Mr. Paul Schenkelberg
Contract Amount $23,000
0% Complete
Start Date: 4/17/00
Water Intake System
LSP Energy Limited Partnership
Archer Engineer/Design-Build Project
Contract Amount $ 4,995,000
99% Complete
TG (USA) Inc.
Plant Expansion
Mr. Randy Georger
Contract Amount $750,000
80% Complete
Hi Tech Control Systems
Mechanical
Mr. Steve Deitzer
Contract Amount $480,000
0% Complete
Start Date: August, 2000
CHANGE ORDER
(Instructions on reverse side) No. LS -01
PROJECT Lift Stations and Force Main
DATE OF ISSUANCE EFFECTIVE DATE
OWNER Citv of Cape Girardeau Missouri
OWNER's Contract No. 3521 Lift Stations and Force Main
CONTRACTOR Robinson Construction Co. ENGINEER Sverdrup Civil, Inc.
You are directed to make the following changes in the Contract Documents:
Description: Change the amount shown on the Contractor's Bid Form, "Item A — Mobilization" from $354,000.00 to
$146,999.00. Add Items J. La, J.2.a, J.3.a and J.4.a to the Contractor's Bid Form Avith proportionate amounts for mobilization
as shown on attached "EXHIBIT C'.
Reason for Change Order: Paragraph 00300.A, Unit Price Schedule Definitions stipulates that Item A Mobilization shall
not exceed three (3) percent of the total bid amount.
Attachments: Exhibit A -Contractor's Bid Form, Exhibit B -Unit Price Schedule Definitions and Exhibit C -Schedule of
Values Revision.
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:
Original Contract Price Original Contract Times
Substantial Completion: 425 Calendar days
$ 4,899,665.00 Ready for final payment: 455 Calendar days
days or dates
Net changes from previous Change Orders No. to No. Net change from previous Change Orders No. - to No.
S -0- -0-
days
Contract Price prior to this Change Order Contract Times prior to this Change Order
Substantial Completion: 425 Calendar days
$ 4,899,665.00 Ready for final payment: 455 Calendar dans
days or dates
Net Increase (decrease) of this Change Order Net Increase (decrease) of this Change Order
S -0- -0-
days
Contract Price with all approved Change Orders Zeady
imes with all approved Change Orders
l Completion: 425 Calendar dans
S 4,899,665.00 final payment: 455 Calendar days
days or dates
RECOMMENDED: APPRO ACCEPTED:
' /
Engineer (Authorized Signature) Owner Michael G. Miller, City Manager Contracto Authorized Signature)
Date: 7// v—o C Date: U - 'q -6 0 Date: 7/1,y/00
EJCDC No. 1910-8-B (1990 Edition)
t, o_, A by thr Fnoinr t, ............. ....., ....... h.. Thr Acsoi fated General Contractors of America 1_3328-12.42a.doc
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
UNIT PRICE SCHEDULE
Item
Estimate
d
Quantity
Unit
Price
Total
Estimated
Price
A. MOBILIZATION
Lump Sum
$.j, �{C:� /LS
$
B. MANHOLES
--
1.
Depth 10'-15'
a. Standard
3
EA
$ 1z, 1Z (.-t EA
$-
2.
Depth 15'-20'
a. Standard
4
EA
$ iS�S 3y/EA
$ &z,
b. Outside Drop
4
EA
$ i(. c;y�'/EA
$
3.
Depth 20'-25'
a. Outside Drop
2
EA
$ /� �' ,Z=/EA
$
4.
Depth 25'-30'
a. Standard
2
EA
$ i(o,�.� y' /EA
$ 3 �3oe -
5.
Depth 40'-45'
_
a. Outside Drop
1
EA
$ 72-,ytiO VEA
$ 7L, 9S-0
6.
Modifications to
Existing MHs SR19 &
_
SR20
Lump Sum
$ 7996" /LS
$ 7990
C. GRAVITY SANITARY SEWER PIPE
1.
8" Pipe
a. Depth 0-10'
b. Depth 101-151
52
LF
$ /LF
$ S
$ 411z0 "
c. Depth 151-201
40
LF
$ /LF
d. Depth 20'-25'
212
LF
$ /03" /LF
2.
10" Pipe
50
LF
$ /0 3" /LF
3.
a. Depth 151-201
12" Pipe
46
LF
$, 3y - /LF
a. Depth 151-201
b. Depth 201-251
95
LF
$ 1-72- /LF
$ /�, F-3 15 "
4.
15" Pipe
105
LF
$ /77- /LF
a. Depth 0-10'
$ 15-,260.-
b. Depth 101-15'
50
LF
$ 3/y" /LF
$ S-,7-0 -
c. Depth 151-20'
179
LF
$ 3/y/LF
$ 2yy. z9Z -
d. Depth 20'-25'
778
LF
$ 3/y -_/LF
$
e. Depth 25'-30'
265
LF
$ 3/y' /LF
$
f. Depth 301-35'
149
LF
$ LF
$ 7,
g. Depth 35'-40'
25
LF
$ �/Z" /
/ F
$ , l
—T—
S.
1811 Pipe
3S
LF
$ 3/ Z-
a. Depth 151-20'
35
LF
_
$ 3(�[ /LF
$ 1z 4�/0'
=—
6.
24" Pipe
a. Depth 15'-20'
b. Depth 201-25'
43
LF
$ LF
$ ,S g 7-
c. Depth 251-30'
20
LF
$/LF
- /LF
$ T 7-V_ -
d. Depth 30'-35'
16
LF
$ V-
$ 3
7.
Concrete Encasement
63
LF
$ S (�,v' /LF
Granular Bedding &
Riprap Backfill at
/LS
$ Z y g
Creek Crossing
Lump
Sum
$ Zyg2
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
Item
STORM SEWER PIPE
1. 24" Pipe
a. Depth 0-10'
b. Depth 10'-15'
c. Flared End Pipe
FORCE MAIN
1. 20" Pipe
a. Under Turf
b. Under Gravel
c. Under ACP
d. Under PCCP
e. Under PCCP w/ACP
Overlay
2. 24" Pipe
a. Under Turf
b. Under Gravel
c. Under ACP
d. Under PCCP
e. Under PCCP w/ACP
Overlay
f. Inside Steel
Casing
3. Concrete Encasement
4. Cleanouts
5. Manholes with Air
Valves
6. 20" Plug Valve
F. JACKED CASING PIPE
1. 14" Pipe (min.)
2. 22" Pipe (min.)
3. 30" Pipe (min.)
G. LATERAL RECONNECTIONS
H. PIPE & MH ABANDONMENT
1. Sewer & Force Main
Plugs
a. 6"-12" Pipe
b. 16"-18" Pipe
c. 30" Pipe
2. Fill Pipe w/Sand or
Fly Ash Slurry
a. 1011-12" Pipe
b. 16" Pipe
3. MH Abandonment
Estimate
d
Quantity
332 LF
280 LF
1 EA
1,280 LF
1,910 LF
900 LF
835 LF
1,335 LF
2,945 LF
3,575 LF
365 LF
565 LF
1,635 LF
430 LF
100 LF
39 EA
9 EA
1 EA
50 LF
153 LF
430 LF
2 EA
33 EA
7 EA
2 EA
2,520 LF
110 LF
10 EA
Unit
Price
$ �N - / L F
$ f22 - /LF
$ 6,/S- ' / EA
$=/LF
$ /LF
$ --/LF
$ /t>C- /LF
$ 17-6- /LF
$ 4S --/LF
$ 7 3 - /LF
$ 119- /LF
$ i17 - /LF
/LF
$ i30L�/EA
$ Z768 /EA
$_5_3 q� _ /EA
$ logj- /LF
$ /LF
$ -367-/L7
$ 15jy- /Ey
$ 1 C)C,- /EA
$ 1L12:; - /EA
$ zZ..i - /!A
$ 7 - /LF
$ r 3 _ /LF
$ 3 -S-1 ' / EA
Total
Estimated
n,-, --
$ 19, SIP,
$-
$ /.r -
$ %DIo.ZS�G�-
$
$
$ zSo, 3Z�
$ 'Z 20,9 75 "
$ y" . Si 3S
$ 63, 2- 8.0
$ 19y , S
$
$ IS 7, 8i0
$ 5(19 6--
$ 0 S
$
$�ti 0O
$ I W 30
$ 3 3 7D
13328 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
The above unit prices shall include all labor, equipment, materials
and supplies, bailing, shoring, removal, overhead, profit, insurance,
etc., to provide a complete system within the intent of these Contact
Documents.
The below unit price shall be utilized when rock is encountered and
must be excavated during construction of the project.
ROCK EXCAVATION $100/cubic yard
ABBREVIATIONS
LF Lineal Feet
EA Each
CF Cubic Feet
ACP Asphaltic Concrete Pavement
PCCP Portland Cement Concrete Pavement
MH Manhole
Estimate
Total
d
Unit
Estimated
Item
Quantity
Price
Price
_. COMPACTION GROUTING
1. Mobilization
Lump Sum
$ y4 7/LS
$ t1F Vq 7
2. Core Holes
200 LF
$ -S-q- /LF
$/�, f3
3. Grout
700 CF
$ 2 1 - /CF
$
J. LIFT STATIONS
1. Lift Station No. 1
Lump Sum
$,�3-Z%LS
$��
2. Lift Station No. 2
Lump Sum
$' LL
$ V9, 147 -
3. Lift Station No. 3
Lump Sum
=_/LS
$&-/LS
$29, 790 _
4. Lift Station No. 4
Lump Sum
$,31E 70L7 / LS
$ _3/,� 70L
�t5T2\�yTE Z 17� .0 j�RoPoiLT�c.sATEL�/
FRowl
ITEM R
MOBt�►zas+oa To N tTEMS
S.l.c,- J, Z,cs. ► T,3.a s�,�p J, •F.c�.
K. DEMOLITION
1. Lift Station No. 1
Lump Sum
$ '799.y ./LS
$ 79gy
2. Lift Station No. 2
Lump Sum
$ 7yqv- /LS
$ -19C1y
3. Lift Station No. 3
Lump Sum
$icy '/LS
$ "7 �9 U
4. Lift Station No. 4
Lump Sum
/LS
$'
TOTAL
BASE B I D
(Total
in Words)
(Total base bid amount are to be
shown in
both words and figures. In
case of discrepancy, the amount
shown in
words will govern.' In case
of error in extension, the unit
and lump sum prices
under each Pay
Item will be considered correct, and
these sums
when properly
extended, shall constitute the Bid.)
The above unit prices shall include all labor, equipment, materials
and supplies, bailing, shoring, removal, overhead, profit, insurance,
etc., to provide a complete system within the intent of these Contact
Documents.
The below unit price shall be utilized when rock is encountered and
must be excavated during construction of the project.
ROCK EXCAVATION $100/cubic yard
ABBREVIATIONS
LF Lineal Feet
EA Each
CF Cubic Feet
ACP Asphaltic Concrete Pavement
PCCP Portland Cement Concrete Pavement
MH Manhole
133208 SANITARY SEWER IMPROVEMENT PROGRAM
LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU
EXN�atT
UNIT PRICE SCHEDULE DEFINITIONS
A. MOBILIZATION
A lump sum payment not to exceed three (3) percent of the total
bid amount will be made to the Contractor with the first monthly -
progress payment as a reasonable amount to start project.
B. MANHOLES
Payment will be based on completed, precast or cast -in-place
concrete manhole construction. Such payment shall include all
costs of clearing, grubbing and turf replacement; break up and
offsite removal of existing pavement and curbs (as required);
excavation, sheeting and shoring (as required), forming (as
required), dewatering (as required), manhole base, walls, cones,
plastering where required, making pipe connections, grout,
waterproofing, joint seals, steps, frames, covers, bedding,
testing, backfill; and pavement and curb restoration (as
required). In addition, payment will be based on which depth
category the manhole belongs (10'-15' or 15'-201, as an
example). The measurement of depth shall be the vertical feet
of manhole from the top of the frame and cover to the invert of
the discharge sewer pipe.
Payment for modifications to existing manholes SR19 and SR20
will be lump sum cost for break up and offsite removal of
existing pavement, excavation, sheeting, and shoring (as
required), dewatering (as required); constructing new outside
drop in MH-SR19, partially filling outside drop and MH-SR20,
waterproofing, joint seals, testing, backfill and pavement
restoration.
The cost of pavement and curb restoration is not paid as a
separate item and shall be included in the cost of manholes.
Work activities of pavement and curb restoration include, but
are not limited to, sawcutting, forming, procuring and placing
wire mesh, procuring and placing portland cement concrete or
asphalt, joint construction, including steel reinforcement,
finishing operations, prime coat, tack coat, and pavement
marking.
C. GRAVITY SANITARY SEWER PIPE
Payment will be based on lineal feet of installed pipe, measured
along the pipe centerline from center to center of manholes or
junction chambers. Work activities include, but are not limited
to clearing and grubbing and turf replacement; break up and
offsite removal of existing pavement and curbs (as required);
excavation; removing and replacing fence (as required), sheeting
and shoring—(as required), forming (as required); dewatering and
Project: Submittal No. LS -41 Sverdrup Civil, Inc.
Lift Stations and Forcemain Review Comments by: Cape Girardeau Field Office
Cape Girardeau, Missouri John R. Bennett June 29, 2000
ITEM ICONTRACTOR's Schedule of Values Work Com leted
Bid Amount JAdjusted Unit -Pricel Quantity I Unit Amount
A. MOBILIZATION $ 354,000.00 $ 146,990.00 1 LS $ 146,990.00
B. MANHOLES
ETC.
ETC.
ETC.
ETC.
ETC.
J. LIFT STATIONS
1. Lift Station No. 1
a. Mobilization
b. Construction
2. Lift Station No. 2
a. Mobilization
b. Construction
3. Lift Station No. 3
a. Mobilization
b. Construction
4. Lift Station No. 4
a. Mobilization
b. Construction
Subtotals:
Other Bid Items:
PROJECT TOTALS:
REVIEW COMMENTS:
Submittal No. LS -41
recognizes the mobilization
amount in excess of the 3%
allowed by paragraph 00300.A
"UNIT PRICE SCHEDULE
DEFINITIONS" and places the
proportionate mobilization
amounts in Bid Item "J. LIFT
STATIONS." For clarity the
mobilization amounts should
be itemized as shown above.
When the Contractor has a
clear definition of the
Construction Costs for each
phase of Lift Stations
construction, Items J.1.b,
J.2.b, J.3.b and J.4.b should
be resubmitted on a new
Schedule of Values.
$ 658,237.00
$
79,127.00
1
LS
$
79,127.00
$
658,237.00
1
LS
$
658,237.00
$ 318,327.00
$
38,266.00
1
LS
$
38,266.00
$
318,327.00
1
LS
$
318,327.00
$ 429,790.00
$
51,666.00
1
LS
$
51,666.00
$
429,790.00
1
LS
$
429,790.00
$ 315,706.00
$
37,951.00
1
LS
$
37,951.00
$
315,706.00
1
LS
$
315,706.00
$ 2,076,060.00
$
2,076,060.00
$
2,076,060.00
$ 2,823,605.00
$
2,823,605.00
$
2,823,605.00
$ 4,899,665.00
$
4,899,665.00
$
4,899,665.00
1 • _ APPROVED 6. X MAKE CORRECTIONS NOTED
2. — APPROVED AS NOTED 7 RESUBMIT
3..�i NOT APPROVED 8. , DO NOT RESUBMIT
4. _ WORK MAY PROCEED 9. SUBMIT RWCERTUVD
5....� DO NOT PROCEED WITH WORK 10. REVIEW NOT REQUIRED
BY CONTRACT DOCUMENTS
SEE TMNSMiTTAL FOR ADDITIONAL INFORMATION AS APPLICABLE.
ACTION SHOWN ABOVE IS ONLY FOR CONFORMANCE Ih9TH THE
CONCEPT OF THE WORK AND WITH THE INFORMATION IN THE CON' G ;
DOCUMENTS
BY APPROVAL AND SU5', SSION, CONTRACTOR REPRESENTS THA' t -.E
HAS OETERMINF," {c_, Ei.: MATERIALS, FIELD MEASUREMENTS ,IND
CONSTRUCTION �:Sif r:,r,, %EC;FIEU PERFORMANCE AND DESIGN
CRiTFRIA AND SMiI F„ ,,,:A
DEVIATIONS FROM GONTRAGT DOCUMENTS ARE NOT REVIEWED UNLESS
SPECIFICALLY RF(AIESTED IN WRITING BY CONTRACTOR. REVIEW CY
RFSUBMISSION W'LL COVER ONLY DESIGNATED CHANGES ON THIS
Si1P%IITTAL AND OTHER CHANGES CLEARLY IDENTIFIED BY CONTRACTOR
WITH N ENCIRLEYENT.
-Z9–Go
R c IEC BY DATE
SVERDRUP
Ex��1�IT C �CN�fl-E of VAUO-V--S�V�S�t��.]
CITY HALL
CITY OF CAPE GIRARDEAU P.O. BOX 617
OFFICE OF THE
CAPE GIRARDEAU, MO 63702-0617
CITY MANAGER TELEPHONE (573) 334-1212
FAX (573) 335-7946
COUNTY OF CAPE GIRARDEAU )
) SS.
STATE OF MISSOURI )
I, Gayle L. Conrad, duly qualified and acting City Clerk for the City of Cape Girardeau,
Missouri, a Missouri municipal corporation, hereby certify that the attached is a true copy of a
document entitled "Robinson Mechanical Contractors, Inc., Resolution of Board of Directors"
which states that it was adopted on the 15' day of July, 2000, as certified by the Corporate
Secretary and attested to by Paul Findlay, Vice President. An original signed and sealed copy of
said Resolution is on file with the original contract between Robinson Mechanical Contractors,
Inc. and the City of Cape Girardeau, Missouri, for the Lift Stations and Force Main Project,
Sanitary Sewer Improvement Program.
IN WITNESS WHEREOF, I have hereunto set my hand this 7' day of August, 2000.
.r\
v� 1 Gayle 10 Conrad, City Clerk
r
0
"HOME OF MISSOURI STATE FLAG"
IF
�� *
TEV >>Z
.r\
v� 1 Gayle 10 Conrad, City Clerk
r
0
"HOME OF MISSOURI STATE FLAG"
ROBINSON MECHANICAL CONTRACTORS, INC.
RESOLUTION OF BOARD OF DIRECTORS
I HEREBY CERTIFY that I am the duly elected and qualified Secretary of Robinson
Mechanical Contractors, Inc., d/b/a Robinson Construction Co., and the keeper of the records
and corporate seal of said Corporation and that the following is a true and correct copy of a
resolution duly adopted at a regular meeting of the Board of Directors of said Corporation held in
accordance with the Bylaws of said Corporation at its offices at Perryville, Missouri on Saturday,
the 15th day of July, 2000.
BE IT RESOLVED, that Chris Cissell be, and is hereby appointed by this Board as an
assistant project manager for the Lift Station and Force Main Sanitary Improvement Program for
the City of Cape Girardeau, Missouri.
BE IT FURTHER RESOLVED, that said Chris Cissell shall for the aforesaid project
have all the powers, duties and responsibilities of project manager for said project, including, but
not limited to, the authority to execute and enter into change orders on behalf of the Company.
IN WITNESS WHEREOF, I have hereunto affixed my name as Corporate Secretary and
have caused the corporate seal of said Corporation to be hereto affixed this 15th day of July,
2000.
ROBINSON MECHANICALi
CONTRACTORS, INC., D/B/A-�o o
ROBINSON CONSTRUCTION[ 00p
Dolores Buehler, Corporate Secr'e , �.f
[ SEAL ]
I, Paul Findlay, a Director of said Corporation do hereby certify that the foregoing is a
correct copy of a resolution adopted as above set forth.
PO i y, a or/Vi President
Bob Holden
X,Cxyq,&q��, Governor . Stephen M. Mahfood, Director
T OF NATURAL RESOURCES
DMSION OF ENVIRONMENTAL QUALITY
P.O. Box 176 Jefferson City, MO 65102-0176
January 12, 2001
Mr. Mark Lester
City of Cape Girardeau
P.O. Box 617
Cape Girardeau, MO 65702
RE: C295229-02 Cape Girardeau, Missouri
Lift Stations and Force Main Project Change Order No. LS -02
Dear Mr. Lester:
Enclosed is approved Change Order Number LS -02 to the approved plans and specifications for
the Lift Stations and Force Main Project. This change order increases the eligible cost of
construction by the amount of $93,915.00. This change order has no effect on the time of
construction.
Invoices from your engineer should clearly separate eligible and ineligible costs. We suggest the
invoice refer to the date of this letter for eligibility purposes. Failure to clearly separate eligible
and ineligible costs may result in the disallowance of project costs should the project be audited
after project closeout.
Financial assistance on this project is limited to the amount of the loan.aiid cannot be increased.
This change order is for your official project records and should be maintained on file for a
minimum of four years following the completion of disbursement. This date may be found in the
financing documents of your loan agreement.
Sincerely,
WATER POLLUTIONCONTROLPROGRAM
/a/fG% /
Kent Peetz
Project Engineer
KP:lsm
Enclosure
c: John R. Bennet, Sverdrup Civil, Inc.
Doug Garrett, Financial Services
Southeast Regional Office
0
FA
CHANGE ORDER
(Instructions on reverse side)
PROJECT Lift Stations and Force Main
DATE OF ISSUANCE EFFECTIVE DATE
OWNER City of Cape Girardeau Missouri
OWNER's Contract No. 3521 Lift Stations and Force Main
No. LS -02
CONTRACTOR Robinson Mechanical Contractors, Inc. ENGINEER Sverdrup Civil, Inc.
d b.a. Robinson Construction Company
You are directed to make the following changes in the Contract Documents:
Description: Increase the Contract Price and modify the Contract Documents to incorporate the changes set forth in the
attached Work Change Directives and Field Orders.
Reason for Change Order: The accumulated total of Work Change Directive amounts exceed the $50,000.00 limitation in
Supplementary Condition SC -10.6. Change in Contract Price due to actual quantities of work performed and units measured
to date for previously authorized Work Change Directives.
Attachments: List of Additions and Deletions, Work Change Directive Nos. LS -01 through LS -04 and Field Order Nos.
LS -01 through LS -06.
CHANGE IN CONTRACT PRICE:
CHANGE IN CONTRACT TIMES:
Original Contract Price
Original Contract Times
Substantial Completion: 425 Calendar days
$ 4".665.00
Ready for final payment: 455 Calendar days
days or dates
Net changes from previous Change Orders No. to No. LS -01 Net change from previous Change Orders No. =to No. LS -01
$ -0_ rN
-0-
Un
THOT AUfuns, days
Contract Price prior to this Change Order
0(�t 0Times prior to this Change Order
J/�lV 2 hal Completion: 425 Calendar days
Mfor
$ 4,8",665.00
final payment: 455 Calendar days
days or dates
Net Increase () of this Change Order
Net Increase (decrease) of this Change Order
$ 93 915.50
-0-
days
Contract Price with all approved Change Orders
Contract Times with all approved Change Orders
/ Substantial Completion: 425 Calendar days
$ 4 993.58050 Ready for final payment: 455 Calendar days
days or dates
I
RECOMMENDED: ACCEPTED:
BY: X C/ CII/ \ Y: B
Engineer Authorized Signature) Owner ae er, City Manager nt for (Authorized Signature)
Date: IV $/o, Date: 2 '7 �' Date: _%?�� DD
EJCDC No. 1910-8-B (1990 Edition)
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America [3328-12.42c.doc
:b
CHANGE ORDER
(Instructions on reverse side) No. LS -03
PROJECT Lift Stations and Force Main
DATE OF ISSUANCE EFFECTIVE DATE
OWNER City of Cape Girardeau, Missouri
OWNER's Contract No. 3521, Lift Stations and Force Main
CONTRACTOR Robinson Mechanical Contractors, Inc. ENGINEER Sverdrup Civil, Inc.
d,b.a. Robinson Construction Company
You are directed to make the following changes in the Contract Documents:
Description: Reduce the Contract Price and modify the Contract Documents to incorporate the changes set forth in the
attached Work Change Directives and Field Orders. Increase the Contract Time in accordance with the attached Work
Change Directive No. LS -07.
Reason for Change Order: Change in Contract Price is due to actual quantities of work performed and/or authorized by the
attached Work Change Directives. Change in Contract Time is due to delays and added work authorized by Work Change
Directive No. LS -07.
Attachments: List of Additions and Deletions, Work Change Directive Nos. LS -05 through LS -07 and Field Order Nos.
LS -07 through LS -13.
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:
Original Contract Price
$ 4,899,665.00
Original Contract Times
Substantial Completion: 425 Calendar days
Ready for final payment: 455 Calendar days
days or dates
Net changes from previous Change Orders No.LS-01 to No.LS-02 Net change from previous Change Orders No.LS-01 to No.LS-02
$ + 93,915.50 -0-
days
Contract Price prior to this Change Order
$ 4,993,580.50
Net I (decrease) of this Change Order
$ (68503.78)
Contract Price with all approved Change Orders
RECOMMENDED:
BY•
Etigineer (Authorized Signature)
Date: -715101
Contract Times prior to this Change Order
Substantial Completion: 425 Calendar days
Ready for final payment: 455 Calendar days
days or dates
Net Increase () of this Change Order
122 Calendar days
days
Times with all approved Change Orders
Substantial Completion: 547 Calendar days
Ready for final payment: 577 Calendar days
days or dates
;APPRO ED "" CCEP D:
BY:
Owner Michael G. Miller, City Manager Contractor (Authorized Signature)
Date: Date:/23/fJ/
EJCDC No. 1910-8-B (1990 Edition)
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America L3328-12.42e.doc
ATTACHMENT 1
CHANGE ORDER NO. LS -03
TO CONTRACT NO. 3521
LIFT STATIONS & FORCE MAIN PROJECT
CAPE GIRARDEAU SANITARY SEWER IMPROVEMENT PROGRAM
LIST OF ADDITIONS AND DELETIONS
The following changes are hereby made to the Contract Documents:
DELETE:
AMOUNT
A. Adjust the quantities gravity sewer pipe and 24 -inch diameter
Force Main to reflect the actual quantities of work performed.
Adjust the Contract Price in accordance with the Unit Price Schedule
and Work Change Directive No. LS -05, dated December 11, 2000 $ (44,838.19)
B. Adjust the quantities of 20 -inch diameter Force Main, Compaction
Grouting Core Holes and Grout Volume to the actual quantities of
work performed. Adjust the Contract Price in accordance with the
Unit Price Schedule and Work Change Directive No. LS -06, dated
March 8, 2001 $ (19,776.94)
C. Adjust the Contract Time and Contract Price in accordance with
Work Change Directive No. LS -07, dated June 20, 2001 $ (3,888.65)
TOTAL DECREASE IN CONTRACT PRICE: S (68.503.78)
Note: Also attached are Field Order Nos. LS -07 through LS -13 that detail various changes to the
Contract Documents that do not involve a change in the Contract Price or Contract Times.
L3328-12.42e.doc
}
STATE OF MISSOURI
DEPARTMENT
��t.I S..11�,,-ry✓
September 12, 2001
Mr. Mark Lester
City of Cape Girardeau
P.O. Box 617
Cape Girardeau, MO 65702
Bob Holden, Governor • Stephen M. Mahfood, Director
OF NATURAL RESOURCES
— DIVISION OF ENVIRONMENTAL QUALITY
P.O. Box 176 Jefferson City, MO 65102-0176
RE: C295229-03 Cape Girardeau, Missouri
Lift Stations and Force Main Project Change Order No. LS -03
Dear Mr. Lester:
Enclosed is approved Change Order Number LS -03 to the approved plans and specifications for
the Lift Stations and Force Main Project. This change order decreases the eligible cost of
construction by the amount of $68,503.78. This change order increases the time of construction
by 122 days.
Invoices from your engineer should clearly separate eligible and ineligible costs. We suggest the
invoice refer to the date of this letter for eligibility purposes. Failure to clearly separate eligible
and ineligible costs may result in the disallowance of project costs should the project be audited
after project closeout.
Financial assistance on this project is limited to the amount of the loan and cannot be increased.
This change order is for your official project records and should be maintained on file for a
minimum of four years following the completion of disbursement. This date may be found in the
financing documents of your loan agreement.
Sincerely,
WATER POLLUTION CONTROL PROGRAM
�L— IZ3�
Kent Peetz
Project Engineer
KP:lsm
Enclosure
c: John R. Bennet, Sverdrup Civil, Inc.
Doug Garrett, Financial Services
Southeast Regional Office
0
RECYCLED PAPER
SEP I r' ?ntnt
CHANGE ORDER
(Instructions on reverse side)
PROJECT
DATE OF ISSUANCE
EFFECTIVEUe''`6'
No. LS -03
OWNER City of Cape GirardeauMissouri
OWNER's Contract No. 3521 Lift Stations and Force Main <2 LV
CFf
CONTRACTOR Robinson Mechanical Contractors, Inc. ENGINEER Sverdrup Civil, Inc.
d b.a. Robinson Construction Company
You are directed to make the following changes in the Contract Documents:
Description: Reduce the Contract Price and modify the Contract Documents to incorporate the changes set forth in the
attached Work Change Directives and Field Orders. Increase the Contract Time in accordance with the attached Work
Change Directive No. LS -07.
Reason for Change Order: Change in Contract Price is due to actual quantities of work performed and/or authorized by the
attached Work Change Directives. Change in Contract Time is due to delays and added work authorized by Work Change
Directive No. LS -07.
Attachments: List of Additions and Deletions, Work Change Directive Nos. LS -05 through LS -07 and Field Order Nos.
LS -07 through LS -13.
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:
Original Contract Price
$ 4,899,665.00
Net changes from previous Change Orders No.LS-01 to No.LS-02
$ + 93 915.50
Contract Price prior to this Change Order
$ 4,"3,580.50
Net 1 (decrease) of this Change Order
Original Contract Times
Substantial Completion: 425 Calendar days
Ready for final payment: 455 Calendar days
days or dates
Net change from previous Change Orders No.LS-01 to No.LS-02
days
Contract Times prior to this Change Order
Substantial Completion: 425 Calendar days
Ready for final payment: 455 Calendar days
days or dates
Net Increase () of this Change Order
$ (68 503.78) 122 Calendar days
days
Contract Price with all approved Change Orders
$
4,925,076.72
RECOMMENDED:
BY:/ �&'-11 / GIr. C1
Engineer (Authorized Signature)
Date: 7/5�a
Contract Times with all approved Change Orders
Substantial Completion: 547 Calendar days
Ready for final payment: 577 Calendar days
days or dates
Owner Michael G. Miller, City Manager
Date:
ACCEPTE
BY:
Contractor (Authorized Signature)
Date:/2L01
EJCDC No. 1910-8-B (1990 Edition)
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America 1.3328-12.42e.doc
CHANGE ORDER
INSTRUCTIONS
A. GENERAL INFORMATION
This document was developed to provide a uniform format for handling contract changes that affect Contract
Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into
a subsequent Change Order if they affect Contract Price or Times.
Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The
practice of accumulating change order items to reduce the administrative burden may lead to unnecessary
disputes.
If Milestones have been listed any effect of a Change Order thereon should be addressed.
For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times,
a Field Order may be used.
B. COMPLETING THE CHANGE ORDER FORM
Engineer initiates the form, including a description of the changes involved and attachments based upon
documents and proposals submitted by Contractor, or requests from Owner, or both.
Once Engineer has completed and signed the form, all copies should be sent to Contractor for approval. After
approval by Contractor, all copies should be sent to Owner for approval. Engineer should make distribution of
executed copies after approval by Owner.
If a change only applies to Contract Price or to Contract Times, cross out the part of the tabulation that does not
apply.
ATTACHMENT 1
CHANGE ORDER NO. LS -03
TO CONTRACT NO. 3521
LIFT STATIONS & FORCE MAIN PROJECT
CAPE GIRARDEAU SANITARY SEWER IMPROVEMENT PROGRAM
LIST OF ADDITIONS AND DELETIONS
The following changes are hereby made to the Contract Documents:
DELETE:
AMOUNT
A. Adjust the quantities gravity sewer pipe and 24 -inch diameter
Force Main to reflect the actual quantities of work performed.
Adjust the Contract Price in accordance with the Unit Price Schedule
and Work Change Directive No. LS -05, dated December 11, 2000 $ (44,838.19)
B. Adjust the quantities of 20 -inch diameter Force Main, Compaction
Grouting Core Holes and Grout Volume to the actual quantities of
work performed. Adjust the Contract Price in accordance with the
Unit Price Schedule and Work Change Directive No. LS -06, dated
March 8, 2001 $ (19,776.94)
C. Adjust the Contract Time and Contract Price in accordance with
Work Change Directive No. LS -07, dated June 20, 2001 $ (3,888.65)
TOTAL DECREASE IN CONTRACT PRICE: S (68,503.78)
Note: Also attached are Field Order Nos. LS -07 through LS -13 that detail various changes to the
Contract Documents that do not involve a change in the Contract Price or Contract Times.
L3328-12.42e.doc
(Instructions on reverse side)
WORK CHANGE DIRECTIVE
PROJECT: L13328 Lift Stations and Force Main
Sanitary Sewer Improvement Program
DATE OF ISSUANCE: December 11, 2000
OWNER:. City of Cape Girardeau, Missouri
OWNER's Contract No.: 3521, Lift Stations and Force Main
CONTRACTOR: Robinson Construction Co.
You are directed to proceed promptly with the following change(s):
No. LS -05
EFFECTIVE DATE: December 11, 2000
ENGINEER: Sverdrup Civil, Inc.
Description: Adjust the Contract Quantities in accordance with the attached "List of Additions and Deletions". This Work Change
Directive will subsequently be submitted as part of Change Order No. LS -03 to be approved by the City, Contractor, Engineer and
Missouri Department of Natural Resources.
Purpose of Work Change Directive: Add and Delete appropriate quantities of Unit Price Items to reflect actual quantities of work
performed under the terms of the Contract.
Attachments: List of Additions and Deletions, Spreadsheet calculation of 24 -inch Force Main Quantities and Inspector's Spreadshe
calculation of Rock Excavation Quantities.
Ka claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change
Order based thereon will involve one or more of the following methods of determining the effect of the change(s).
Method of determining change in
Contract Price:
IN Unit Prices
❑ Lump Sum
❑ Other
Estimated ifieFesse (decrease) in Contract Price:
$ (44 838 19)
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
RECOMMENDED:
Sverdrup Civil, Inc.
ENGINEER
Method of determining change in
Contract Times:
❑ Contractor's records
❑ Engineer's records
❑ Other Not Applicable -
Estimated increase (decrease) in Contract Times:
Substantial Completion: -0- days:
Ready for final payment: -0-_days.
If the change involves an increase, the estimated
times are not to be exceeded without further
authorization.
AUTHORIZED:
City of Cane Girardeau
OWNER
( signature)
EJCDC No. 1910-8-F (1990 Edition) f'W$29-12: iL&c
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated Gencral Contractors of America.
WORK CHANGE DIRECTIVE
INSTRUCTIONS
A. GENERAL INFORMATION
This document was developed for use in situations involving changes in the Work which, if not processed
expeditiously, might delay the Project. These changes are often initiated in the field and may affect the Contract
Price or the Contract Times. This is not a Change Order, but only a directive to proceed with Work that may, be
included in a subsequent Change Order. l
For supplemental instructions and minor changes not involving a possible change in the Contract Price or the
Contract Times a Field Order may be used.
B. COMPLETING THE WORK CHANGE DIRECTIVE FORM
Engineer initiates the form, including a description of the items involved and attachments.
Based on conversations between Engineer and Contractor, Engineer completes the following:
METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be
used in determining the final cost of Work involved and the estimated net effect on the Contract Price. If
the change involves an increase in the Contract Price and the estimated amount is approached before the
additional or changed Work is completed, another Work Change Directive must be issued to change the
estimated price or Contractor may stop the changed Work when the estimated price is reached. If the
Work Change Directive is not likely to change the Contract Price, the space for estimated increase
(decrease) should be marked "Not Applicable".
METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT TIMES: Mark the method to be
used in determining the change in Contract Times and the estimated increase or decrease in Contract
Times. If the change involves an increase in the Contract Times and the estimated times are approached
before the additional or changed Work is completed, another Work Change Directive must be issued to
change the times or Contractor may stop the changed Work when the estimated times are reached. If the
Work Change Directive is not likely to change the Contract Times, the space for estimated increase
(decrease) should be marked "Not Applicable".
Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because
Engineer alone does not have authority to authorize changes in Price or Times. Once authorized by Owner, a copy
should be sent by Engineer to Contractor. Price and Times may only be changed by Change Order signed by
Owner and Contractor with Engineer's recommendation.
Once the Work covered by this directive is completed or final cost and times are determined, Contractor should
submit documentation for inclusion in a Change Order,
THIS IS A DIRECTIVE TO PROCEED WITH A CHANGE THAT MAY AFFECT THE CONTRACT PRICE
OR THE CONTRACT TIMES. A CHANGE ORDER, IF ANY, SHOULD BE CONSIDERED PROMPTLY.
ATTACHMENT 1
WORK CHANGE DIRECTIVE NO. LS -05
LIFT STATIONS AND FORCE MAIN PROJECT
CAPE GIRARDEAU SANITARY SEWER IMPROVEMENT PROGRAM
LIST OF ADDITIONS AND DELETIONS
The following changes are hereby made to the Contract Documents:
ADD:
A. Bid Item C.Ld, 8 -inch Gravity Sanitary Sewer Pipe
(Depth 20'-25') is increased to 62.75 lineal feet with
additional footage over the original contract amount: +$ 1,313.25
12.75 lineal ft. at $103.00 per L.F. _
B. Bid Item CA.e, 15 -inch Gravity Sanitary Sewer Pipe
(Depth 25'-30') is increased to 151 lineal feet with
additional footage over the original contract amount: + 628.00
2.00 lineal ft. at $314.00 per L.F. _
C. Bid Item E.2.c, 24 -inch Force Main (Under ACP)
is increased to 1,712.9 lineal feet with additional footage
over the original contract amount:
1,712.91.f. — 4791.f. (WCD # 4) — 3651.f. (Bid) _ +103,399.10
868.9 lineal ft. at $119.00 per L.F. _
D. Bid Item E.2.d, 24 -inch Force Main (Under PCCP) is
increased to 568 lineal feet with additional footage over
the original contract amount: + 336.00
3 lineal ft. at $112.00 per L.F:
E. 154.24 cubic yards of rock excavation at the contract + 15,424.00
unit price of $100.00 per c.y. _ -
DELETE:
F. Bid Item C.l.a, 8 -inch Gravity Sanitary Sewer Pipe is
decreased to -0- lineal feet with a reduction in footage
below the original contract amount: 5,356.00
52 lineal ft. at $103.00 per L.F. _ -
G. Bid Item C.l.c 8 -inch Gravity Sanitary Sewer Pipe is
Decreased to 79.82 lineal feet with a reduction in foot-
age below the original contract amount: _ 13,614.54
132.18 lineal ft. at $103.00 per L.F. _
L3328-12.34m.doc
Pagel of 2
I
W. C. D. No. LS -05
List of Additions and Deletions (Cont.)
H. Bid Item C.4.b, 15 -inch Gravity Sanitary Sewer Pipe
is decreased to 168 lineal feet with a reduction in foot-
age below the original contract amount:
11 lineal ft. at $314.00 per L.F. _ -$ 3,454.00
I. Bid Item E.2.e, 24 -inch Force Main (Under PCCP
with ACP overlay) is decreased to 429 lineal feet
with a reduction in footage below the original contract
amount:
1,206 lineal ft. at $119.00 per L.F. _ - 143,514.00
TOTAL DECREASE IN CONTRACT PRICE:
Page 1 of 2
44.838.19
L3328-12.34m.doc
Lift Stations and Force Main
24" Force Main Installation
Date 11/30/2000
Cape Girardeau
Begin Station
0+00
Sanita Sewer
End Station
5+11.5
im rovernenR
Length
(L. F.)
511.50
r1Ut41C1111
Under Turf
Item E.2.a (L.F.)
511.50
Under Gravel
Item E.2.b (L.F.)
Under ACP Item
E.2.c (L.F.)
Under PCCP
Item E.2.d (L.F.)
Under PCCP w/ACP Item
E.2.e (L.F.)
n Steel
Casing
(L.F.)
5+11.5
5+36.5
25.00 1
25.00
5+36.5
7+05.0
168.50
168.50
7+05.0
8+10.0
105.00
105.00
8+10.0
10+93.0(+/-)
283.00
283.00
10+93.0(+/-)
12+23.0(+/-)
130.00
130.00
12+23.0(+/-)
13+13.0
90.00
90.00
13+13.0
13+55.0
42.00
42.00
13+55.0
16+52.0
297.00
297.00
16+52.0
24+33.0
781.00
781.00
24+33.0
28+66.0
433.00
433.00
28+66.0
44+90.84
1,624.84
1,624.84
44+90.84
45+20.84
30.00
30.00
45+20.84
45+88.0
67.16
67.16
45+88.0
46+88.0
100.00
` 100.00
46+88.0
50+00.0(+/-)
312.00
312.00
50+00.0(+/-)
51+35.0(+/-)
135.00
135.00
51+35.0(+/-)
57+03
568.00
568.00
57+03
57+33
30.00
30.00
57+33
63+70
637.00
637.00
63+70
65+15
145.00
145.00
"Concrete encased pipe under gravel surface.
DSI #LS -04
(continuation/revision)
RFI LS -04 Attachment.A3
1 of 2 24.11-30-00
Lift Stations and Force Main 24" Force Main Installation Date 11/30/2000
Cape Girardeau
Begin Station
zianitary Sewer
End Station
improve
Length
(L. F.)
enE rryiam
Under Turf
Item E.2.a (L.F.)
Under Gravel
Item E.2.b (L.F.)
Under ACP Item
E.2.c (L.F.)
Under PCCP
Item E.2.d (L.F.)
Under PCCP w/ACP Item
E.2.e (L.F.)
In bteel
Casing
(L.F.)
65+15
65+46
31.00
31.00
65+46
66+65
119.00
119.00
66+65
71+44(R)
479.00
479.00
71+44(R)
75+76(R)
78+15(R)
432.00
239.00
239.00
432.00
75+76(R)
78+15(R)
80+49.9(R)
=80+68 Plan
234.90
234.90
80+49.9(R)
=80+68(P)
84+81.9(R)
=85+00(P)
432.00
432.00
84+81.9(R)
=85+00(P)
90+64.9(R)
=90+83 P
583.00
583.00
90+64.9(R)
=90+83(P)
94+93.9(R)
=95+12(P)
429.00
429.00
Project Totals:
9,493.9,0.11/2,286.00
4,068.00
1,712.90
568.00
429.00 430.00
R = Revised; P = Plan
DSI #LS -04
(continuation/revision)
RFI LS -04 Attachment.As
2 of 2 24"11-30-00
Lift Stations & Force Main 3521
Volume of Trench Rock Excavation
r% 6- ef�fl^., niefnnen Rnck inanth Averaae Rock Depth Trench Width
By: Marty Platz
Cubic Yards
Sverdrup Corporation
Stas. 83+24 to 87+52 (11-16-00) Page 1 of 2 12/07/2000
-
3.00
0
3.50
0
11/13/00
83+41 to 83+61
20.00
4.00
3.50
3.50
9.074074074
11/13/00
83+61 to 83+81
20.00
4.00
4.00
3.50
10.37037037
11/13/00
83+81 to 84+01
20.00
4.00
4.00
3.50
10.37037037
11/13/00
84+01 to 84+21
20.00
4.50
4.25
3.50
11.01851852
11/14/00
84+21 to 84+41
20.00
4.00
4.25
3.50
11.01851852
11/14/00
84+41 to 84+61
20.00
4.00
4.00
3.50
10.37037037
11/15/00
84+61 to 84+81
20.00
3.50
3.75
3.50
9.722222222
11/15/00
84+81 to 85+01
20.00
3.50
3.50
3.50
9.074074074
11/15/00
85+01 to 85+21
20.00
4.00
3.75
3.50
9.722222222
11/15/00
85+21 to 85+31
10.00
1.00
2.50
3.50
3.240740741
11/15/00
85+31 to 85+51
20.00
1.50
1.25
3.50
3.240740741
11/15/00
85+51 to 85+71
20.00
1.00
1.25
3.50
3.240740741
11/16/00
85+71 to 85+91
20.00
1.00
1.00
3.50
2.592592593
11/16/00
85+91 to 86+09
18.00
2.50
1.75
3.50
4.083333333
11/16/00
86+09 to 86+29
20.00
2.50
2.50
3.50
6.481481481
11/16/00
86+29 to 86+49
20.00
2.00
2.25
3.50
5.833333333
11/16/00
86+49 to 86+69
20.00
2.00
2.00
3.50
5.185185185
11/16/00
86+69 to 86+89
20.00
2.50
2.25
3.50
5.833333333
11/16/00
86+89 to 87+09
20.00
2.00
2.25
3.50
5.833333333
11/16/00
87+09 to 87+29
20.00
2.00
2.00
3.50
5.185185185
11/16/00
87+29 to 87+49
20.00
2.00
2.00
3.50
5.185185185
Sverdrup Corporation
Stas. 83+24 to 87+52 (11-16-00) Page 1 of 2 12/07/2000
Lift Stations & Force Main 3521 By: Marty Platz
Volume of Trench Rock Excavation
Date Station Distance Rock De th Average Rock Depth Trench Width Cubic Yards
11/16/00 87+49 to 87+69 20.00 1.50 1.75 3.50 4.537037037
11/16/00 87+69 to 87+86 17.00 1.25 1.38 3.50 3.030092593
Total
154.2430556
Sverdrup Corporation
Stas. 83+24 to 87+52 (11-16-00) Page 2 of 2 12/07/2000
(Instructions on reverse side)
DATE OF ISSUANCE: March 8, 2001
WORK CHANGE DIRECTIVE
No. LS -06
PROJECT: L13328 Lift Stations and Force Main
Sanitary Sewer Improvement Program
EFFECTIVE DATE: March 8, 2001
OWNER:. City of Cape Girardeau, Missouri
OWNER's Contract No.: 3521, Lift Stations and Force Main
CONTRACTOR: Robinson Construction Co. ENGINEER: Sverdrup Civil, Inc.
You are directed to proceed promptly with the following change(s):
Description: Adjust the Contract Quantities in accordance with the attached "List of Additions and Deletions". This Work Change
Directive will subsequently be submitted as part of Change Order No. LS -03 to be approved by the City, Contractor, Engineer and
Missouri Department of Natural Resources.
Purpose of Work Change Directive: Add and Delete appropriate quantities of Unit Price Items to reflect actual quantities of work
performed under the terms of the Contract.
Attachments: List of Additions and Deletions, Spreadsheet calculation of 20 -inch Force Main Quantities and Compaction Grouting
Report for Lift Station No. 2, prepared by L. Larsen, TCDI Division of Hayward Baker, Inc.
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change
Order based thereon will involve one or more of the following methods of determining the effect of the change(s).
Method of determining change in
Contract Price:
N Unit Prices
❑ Lump Sum
❑ Other
Estimated ififfO se (decrease) in Contract Price:
$ (19,776.94)
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
RECOMMENDED:
Sverdrup Civil, Inc.
ENGINEER
Method of determining change in
Contract Times:
❑ Contractor's records
❑ Engineer's records
❑ Other Not Applicable
Estimated increase (decrease) in Contract Times:
Substantial Completion: -0- days;
Ready for final payment: -0- days.
If the change involves an increase, the estimated
times are not to be exceeded without further
authorization.
AUTHORIZED:
City of Cape Girardeau
OWNER
By: 262:: By:
(Authorized Signature) (Authorized Signature)
EJCDC No. 1910-8-F (1990 Edition) 1 1.3328-12.34p.6
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America.
WORK CHANGE DIRECTIV'
INSTRUCTIONS
A. GENERAL INFORMATION
This document was developed for use in situations involving changes in the Work which, if not processed
expeditiously, might delay the Project. These changes are often initiated in the field and may affect the Contract
Price or the Contract Times. This is not a Change Order, but only a directive to proceed with Work that may be
included in a subsequent Change Order.
For supplemental instructions and minor changes not involving a possible change in the Contract Price or the
Contract Times a Field Order may be used.
B. COMPLETING THE WORK CHANGE DIRECTIVE FORM
Engineer initiates the form, including a description of the items involved and attachments.
Based on conversations between Engineer and Contractor, Engineer completes the following:
METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be
used in determining the final cost of Work involved and the estimated net effect on the Contract Price. If
the change involves an increase in the Contract Price and the estimated amount is approached before the
additional or changed Work is completed, another Work Change Directive must be issued to change the
estimated Brice or Contractor may stop the changed Work when the estimated price is reached. If the
Work Change Directive is not likely to change the Contract Price, the space for estimated increase
(decrease) should be marked "Not Applicable".
METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT TIMES: Mark the method to be
used in determining the change in Contract Times and the estimated increase or decrease in Contract
Times. If the change involves an increase in the Contract Times and the estimated times are approached
before the additional or changed Work is completed, another Work Change Directive must be issued to
change the times or Contractor may stop the changed Work when the estimated times are reached. If the
Work Change Directive is not likely to change the Contract Times, the space for estimated increase
(decrease) should be marked "Not Applicable".
Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because
Engineer alone does not have authority to authorize changes in Price or Times. Once authorized by Owner, a copy
should be sent by Engineer to Contractor. Price and Times may only be changed by Change Order signed by
Owner and Contractor with Engineer's recommendation.
Once the Work covered by this directive is completed or final cost and times are determined, Contractor should
submit documentation for inclusion in a Change Order.
THIS IS A DIRECTIVE TO PROCEED WITH A CHANGE THAT MAY AFFECT THE CONTRACT PRICE
OR THE CONTRACT TIMES. A CHANGE ORDER, IF ANY, SHOULD BE CONSIDERED PROMPTLY.
WORK CHANGE DIRECTIVE NO. LS -06
LIFT STATIONS AND FORCE MAIN PROJECT
CAPE GIRARDEAU SANITARY SEWER IMPROVEMENT PROGRAM
LIST OF ADDITIONS AND DELETIONS
The following changes are hereby made to the Contract Documents:
ADD:
A. Bid Item E. La, 20 -inch Force Main (Under Turf) is
increased to 1,609.38 lineal feet with additional footage
over the original contract amount:
329.38 lineal ft. at $83.00 per L.F. _ +$ 27,338.54
B. Bid Item E.l.b, 20 -inch Force Main (Under Gravel)
is increased to 2,588.72 lineal feet with additional
footage over the original contract amount:
678.72 lineal ft. at $66.00 per L.F. _ +$ 44,795.52
C. Bid Item I.2, Compaction Grouting Core Holes is
increased to 381 lineal feet with additional footage
over the original contract amount:
181 lineal ft. at $54.00 per L.F. _ +$ 9,774.00
D. Bid Item I.3, Compaction Grouting -Grout Volume
is increased to 1,229 cubic feet with additional
footage over the original contract amount:
529 cu. ft. at $21.00 per C.F.= +$ 11,109.00
DELETE:
E. Bid Item E.l.c, 20 -inch Force Main (Under ACP) is
decreased to 208.50 lineal feet with a reduction in =
footage below the original contract amount:
691.5 lineal ft. at $112.00 per L.F. _ -$ 77,448.00
F. Bid Item E. Ld, 20 -inch Force Main (Under PCCP) is
decreased to 775.30 lineal feet with a reduction in
footage below the original contract amount:
59.7 lineal ft. at $106.00 per L.F. _ -$ 6,328.20
G. Bid Item E. Le, 20 -inch Force Main (Under PCCP w/ACP
Overlay) is decreased to 1,104.70 lineal feet with a reduction
in footage below the original contract amount:
230.3 lineal ft. at $126.00 per L.F. _ -$ 29,017.80
TOTAL DECREASE IN CONTRACT PRICE: -S 19,776.94
L3328-12.34p.doc
Lift Stations and Force Main 20" Force Main Installation Date 03/08/2001
Ua a ujiraraeau
Mannar ouwu
1111 I uvul1 tct
Length
I FI V%41 ai I I
Under I urf
Under Gravel
UnderAGHUnder
PCCP
Under PCCP w
Begin Station
End Station
(L.F.)
Item E.1.a (L.F.)
Item E.1.b (L.F.)
Item E.1.c (L.F.)
Item E.1.d (L.F.)
Item E.1.e (L.F.)
94+93.9(R)
96+82.9(R)
=95+12(P)
=97+01 P
189.00
189.00
96+82.9(R)
101+83.7(R)
=97+01 P
=102+01.8(P)
500.80
500.80
101+83.7(R)
107+81.9(R)
=102+01.8(P)
=108+00.0(P)
598.20
598.20
107+81.9(R)
112+88.4(R)
=108+00.0(P)
=113+06.5 P
506.50
506.50
112+88.4(R)
127+80.97(R)
=113+06.5 P
=127+99.07(P)
1,492.57
1492.57
127+80.97(R)
135+48.81(R)
=127+99.07(P)
=135+66.91 P
767.84
562.84
205.00
135+48.81(R)
136+08.4(R)
=135+66.91 P
=136+41.45(P)
59.59
59.59
136+08.4(R)
136+87.05(R)
=136+41.45(P)
=142+66.81(P)
78.65
78.65
136+87.05(R)
142+31.99(R)
=142+66.81(P)
=142+62.78(P)
544.94
544.94
142+31.99(R)
142+44.68(R)
=142+62.78(P)
=142+85+/-(P)
12.69
12.69
142+44.68(R)
145+68.68(R)
=142+85+/-(P)
=146+09+/- P
324.00
324.00
145+68.68(R)
149+06.00(R)
=146+09+/ P
=149+46+/-(P)
337.32
82.82
254.50
149+06.00(R)
150+76.00(R)
=149+46+/4P)
=151+16+/-(P)
170.00
170.00
150+76.00(R)
151+23.3(R)
=151+16+/7(P)
=151+63.3(P)
47.30
47.30
151+23.3(R)
151+30.55(R)
=151+63.3(P)_=151+70.55(P
7.25
7.25
151+30.55(R)
153+86.76(R)
--151+70.55(P)
=153+96.7 P
256.21
256.21
153+86.76(R)
154+06.76(R)
=153+96.7 P
=154+16.7 P
20.00
20.00
154+06.76(R)
154+16.82(R)
=154+16.7(P)
=154+26.76(P)
10.06
10.06
UJI FLS -U4
Lift Stations and Force Main 20" Force Main Installation Date 03/08/2001
V -,a a vitarueau
Begin Station
aauuai %3=rvU
End Station
,,,, en9�,,.c""
th
(L.F.)
'-4-111
Under I urf
Item E.1.a (L.F.)
Under Gravel
Item E.1.b (L.F.)
Under AGP
Item E.1.c (L.F.)
Under
Item E.1.d (L.F.)
Under w
Item E.1.e (L.F.)
154+16.82(R)
=154+26.76 P
155+23.82(R)
= N/A
107.00
107.00
155+23.82(R)
= N/A
155+62.27(R)
= N/A
38.45
38.45
155+62.27(R)
= N/A
155+72.27(R)
= N/A
10.00
10.00
155+72.27(R)
= N/A
157+07.97(R)
=157+02.05(P)
135.70
119.70
*16.00
157+07.97(R)
=157+02.05 P
157+17.97(R)
=157+12.05(P)
10.00
10.00
157+17.97(R)
=157+12.05 P
157+80.5(R)
=157+74.58(P)
62.53
43.03
19.50
Project Totals:
6,286.60
1,609.38
2,588.72
208.50
775.30
1,104.70
R = Revised; P = Plan
* Driveway
DSI #LS -04
DAILY PROGRESS REPORT
ED'
t'AU C 1 v
TIME FAX t
DATE:
_Ic)B NAME:
1-2 DAY FUTURE PLANS:
R & M NOTES:
PREPARED BY: 121 ^ P n
..
UTRIBUTION: ED
STEVE
SHOP MANAGER
PRODUCTION MANAGER: JOHN DAN
WHITE-Attg Copy YELLOW -Field Copy PINK -Job File
CIRCLE APPROPRIATE DESCKIP 1 wn:
WE/,THCR 6RITE
CLEAR
"OVER-
MIN \ ' 5
SUN
CAST
TEMrVtATUM TO 32
32-60
60.70
70-66 6
VW 40
MODER .
HIGH
REPORT NO
11"DITY DRY
MODER
HUMID
S:F: DLYI
Rev: 6/97
WORK CHANGE DIRECTIVE
(Instructions on reverse side)
PROJECT: L13328 Lift Stations and Force Main
Sanitary Sewer Improvement Program
DATE OF ISSUANCE: June 20, 2001
OWNER: City of Cape Girardeau, Missouri
OWNER's Contract No.: 3521, Lift Stations and Force Main
CONTRACTOR: Robinson Construction Co.
You are directed to proceed promptly with the following change(s):
No. LS -07
EFFECTIVE DATE: June 20, 2001
ENGINEER: Sverdrup Civil, Inc.
Description: Change the pump guide rails at all four (4) Lift Stations from Galvanized Steel Pipe to 304L Stainless Steel Pipe;
construct 800 cu. yds. of sand blanket with 120 l.f. of French Drain in accordance with R.F.P. No. LS -04; change the air release val\
piping at Lift Station No. 1 in accordance with R.F.P. No. LS -05 and increase the contract time as indicated below.
Purpose of Work Change Directive: The current contract time in relation to work remaining does not allow sufficient time for
consolidation of soils after embankment construction and preloading. The sand blanket and drain reduces the contract amount and
could accelerate consolidation. Contractor's claim for additional time due to unanticipated rock excavation is justified.
Attachments: List of Additions and Deletions; Requests for Proposal Nos. LS -04 and LS -05; Contractor's Proposals and Engineer
Estimates.
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change
Order based thereon will involve one or more of the following methods of determining the effect of the change(s).
Method of determining change in
Contract Price:
ED Unit Prices
❑ Lump Sum
0 Other Contractor's Proposals
Estimated (decrease) in Contract Price:
$ (3,888.65)
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
RECOMMENDED:
Sverdrup Civil Inc.
ENGINEER
Method of determining change in
Contract Times:
® Contractor's records
® Engineer's records
® Other Contractor's Proposals
Estimated increase (decrease) in Contract Times:
Substantial Completion: 122 days;
Ready for final payment: 122 days.
If the change involves an increase, the estimated
times are not to be exceeded without further
authorization.
AUTHORIZED:
City of Cape Girardeau
OWNER
By: By:->
L (Authorized Signature) (Authorized Signature)
EJCDC No. 1910-8-F (1990 Edition) L3328-12.34r.r
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America.
WORK CHANGE DIRECTIVE
INSTRUCTIONS
A. GENERAL INFORMATION
This document was developed for use in situations involving changes in the Work which, if not processes
expeditiously, might delay the Project. These changes are often initiated in the field and may affect the Contrac
Price or the Contract Times. This is not a Change Order, but only a directive to proceed with Work that may be
included in a subsequent Change Order.
For supplemental instructions and minor changes not involving a possible change in the Contract Price or t}hc
Contract Times a Field Order may be used.
B. COMPLETING THE WORK CHANGE DIRECTIVE FORM
Engineer initiates the form, including a description of the items involved and attachments.
Based on conversations between Engineer and Contractor, Engineer completes the following:
METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be
used in determining the final cost of Work involved and the estimated net effect on the Contract Price. If
the change involves an increase in the Contract Price and the estimated amount is approached before the
additional or changed Work is completed, another Work Change Directive must be issued to change the
estimated Brice or Contractor may stop the changed Work when the estimated price is reached. If the
Work Change Directive is not likely to change the Contract Price, the space for estimated increase
(decrease) should be marked "Not Applicable".
METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT TIMES: Mark the method to be
used in determining the change in Contract Times and the estimated increase or decrease in Contract
Times. If the change involves an increase in the Contract Times and the estimated times are approached
before the additional or changed Work is completed, another Work Change Directive must be issued to
change the times or Contractor may stop the changed Work when the estimated times are reached. If the
Work Change Directive is not likely to change the Contract Times, the space for estimated increase
(decrease) should be marked "Not Applicable".
Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because
Engineer alone does not have authority to authorize changes in Price or Times. Once authorized by Owner, a copy
should be sent by Engineer to Contractor. Price and Times may only be changed by Change Order signed by
Owner and Contractor with Engineer's recommendation.
Once the Work covered by this directive is completed or final cost and times are determined, Contractor should
submit documentation for inclusion in a Change Order.
THIS IS A DIRECTIVE TO PROCEED WITH A CHANGE THAT MAY AFFECT THE CONTRACT PRICE
OR THE CONTRACT TIMES. A CHANGE ORDER, IF ANY, SHOULD BE CONSIDERED PROMPTLY.
WORK CHANGE DIRECTIVE NO. LS -07
LIFT STATIONS AND FORCE MAIN PROJECT
CAPE GIRARDEAU SANITARY SEWER IMPROVEMENT PROGRAM
LIST OF ADDITIONS AND DELETIONS
The following changes are hereby made to the Contract Documents:
ADD:
A. 504 L.F. 3" dia. 304L Stainless Steel pipe for pump guide
rails and 252 L.F. of 2" dia. 304L Stainless Steel pipe for
pump guide rails in accordance with the Contractor's
Proposal dated May 21, 2001
B. Labor and Contractor's Fee to change the discharge piping
in accordance with R.F.P. No. LS -05 and the Contractor's
Proposal dated May 30, 2001
C. 48.58 Cubic Yards of rock excavation at the contract unit
price of $100.00 per cubic yard =
DELETE:
D. 1,200 Cubic Yards of subbase material with 4,800 square
yards of Filter Fabric as specified in Section 02200.3.14.C.6
and construct 800 cubic yards of "Sand Blanket" with
embankment toe drain in accordance with R.F.P. No. LS -04
and the Contractor's Proposal dated May 15, 2001
TOTAL DECREASE IN CONTRACT PRICE:
+$ 5,410.57
+$ 103.88
+$ 4,858.00
-$ 14 261.10
1,3328-12.34r.doc
s -J.
SVERDRUP CIVIL, INC.
REQUEST FOR PROPOSAL
DATE: January 24, 2001
PROJECT NO.: L13328 City Project No.: 3521
PROJECT TITLE: Lift Stations and Force Main
Sanitary Sewer Improvement Program
Cape Girardeau, Missouri
CONTRACTOR: Robinson Construction Company
P.O. Box 388
Perryville, MO 63775
OWNER: City of Cape Girardeau, Missouri
c/o City Engineer's Office
401 Independence Street
Cape Girardeau, MO 63701
R.F.P. No. LS -04
Proposals for each item of work, as described below, shall be in strict accordance with Article 10
— CHANGES IN THE WORK of the General Conditions of the Contract.
ITEM DESCRIPTION:
DELETE: Specification 02200.3.14.C.6 (1,200 cubic yards of subbase material and 4,800
square yards of filter fabric).
ADD: Approximately 800 cubic yards of clean Mississippi River sand placed on the
prepared subgrade at Lift Station No. 1 to the limits shown on the attached
drawing. Construct the 1.0 ft. thick sand blanket prior to placement of
consolidation/embankment fill and after installing the Settlement Platforms
specified in Section 02201.2.2.A. Compaction of the "Sand Blanket" shall be
accomplished by successive passes of a vibratory roller and final proof rolling to
assure consolidation. Construct embankment toe drains as shown on the attached
MIRAFITm Technical Data with Non Woven filter fabric.
Authorized by:
Mar ester
City Engineer
ocig nal: conaactor copy: Caoshvct;on Inspator & rrojed Eagin—
Requested by: 0
holin R. Bennett
Resident Project Rep.
FM32912350oc
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EXE GRATE INLET
ADJ UST T�}R -ZO GRADE
---- _ I
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AFTER PRS - LoAD
— APPROXIMATE I
SETTLE �'-�. \\ I Q /
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NOTES: A, u5E SuRCN
AR6E MLL `Z-o p�NSH EAST SIDE
I • CONSTRUCT EMBANKMENT 6 �fI
FINAL ELEVATION SHOWN AND NCEHES HIGHER THAN�THET�
SURCHARGE FILL ABOVETHETOP OFAD WITH 10 FEET OF
A MINIMUM OF ABOUT HE EMBANKMENT FOR
STATION NO. I CONSTRU MON oFS BEFORE START OF LIFT I
1 '
P CE MEcµa,,, �cd�lE,cEctkeea�.. � r I �
2' 811 LAYER OF MATE U I
LAYERS MATERIAL WITHIN 2
SUBGRADE PRFPA P A T I nn/ F EMBANKMENT A CTrI� I 1-
LIFT STATI c," +i
CAPE GIkARtE.AU 5 jZP
R.F.P. two'
�� TA
0-1,4"L f -YT Z
product
Engineered Solutions for an lnr.
Mirafi® N -Series NonWove
Polypropylene Geotextiles
for Soil Separation, Filtration, and Protection
Property / Test Method
Units
14ONL
14ONC
14ON
160N
170N
18ON
1100N
1120N
11601
MECHANICAL PROPERTIES
75 (165)
83 (184)
91 (200)
Area m'(yd�
418 (500)
418 (500)
418 (500)
501 (600)
Grab Tensile Strength
.501(600)
ASTM D 4632
Strength 0 Ultimate
kN (lbs)
0.40 (90)
0.45 (100)
0.53 (120)
0.71 (160)
0.80 (180)
0.9(205)
1.11(250)
1.34 (300)
1.69(3
Elongation 0 Ultimate
%
50
60
50
50
50
50
50
50
50
Mullen Burst Strength
kPa
1309
1550
1654
2239
2412
2756
3514
4134
5167
ASTM D 3786
(psi)
(190)
(225)
(240)
(325)
(350)
(400)
(510)
(600)
(750)
Trapezoidal Tear Strength
kN
0.16
0.20
0.22
0.27
0.33
0.36
0.45
0.51
0.62
ASTM D 4355
(lbs)
(35)
(45)
(50)
(60)
(75)
(80)
(100)
(115)
(140)
Puncture Strength
kN
0.24
0.30
0.31
0.42
0.46
0.58
0.69
0.78
1.05
ASTM D 4833
(lbs)
(55)
(65)
(70)
(95)
(105)
(130)
(155)
(175)
(235)
UV Resistance after 500 hrs.
% strength
70
70
70
70
70
70
70
70
70
ASTM D 4355
HYDRAULIC PROPERTIES
Apparent Opening Size (AOS)
US Sieve
70
70
70
70
80
80
100
100
100
ASTM D 4751
mm
0.212
0.212
0.212
0.212
0.180
0.180
0.150
0.150
0.150
Peninfttivity
sec-'
2.0
1.9
1.8
1.4
1.4
1.2
1.0
0.8
0.7
ASTM D 4491
Flow Rate
Vmir1/m2
6111
5698
5500
4477
4278
3866
(95)
3056
(75)
2648
(65)
2037
(50)
ASTM D 4491
(gal/min/ftj
(150)
(140)
(135)
(110)
(105)
Packaging
Roll Width
m(ft)
3.8 (12.5)
3.8 (12.5)
3.8 (12.5)
4.5 (15.0)
4.5 (15.0)
45 (15.0)
4Z(15.0)
4b (15.0)
45 (15.
915 (300) 91 b (1300) 91 b (300) 91.5 P) 915 (;3M 45.7 (1E
98 (215) 10C)= 122 (270)) 150 PM 179 (393) 122 (2E
418 PM 418 (500) 418 (5500) 418 (500) 418 (500) 209 (2`
NOTE: All Mechanical Properties and Hydraulic Properties shown are Minimum Average Roll Values (MARV).
French drain without pipe
MIRAFI
_SANo
f3LAaKE�'
CM8ANKMEiJT
F1(
2 ea, FRErSCN DRA(t.5 S AS SHowN ow ATTACHMet4T a.
(To Ic-K.) X 3,0 bI- X 4Co.O .F'T. L.oaG
At�D K 3.0 r -T, OVIDE) )( 80,0 FT. Lo --JG
from defects in material and worknansh p When derwec
x customer gNes notice to TC "rafi before rtste rg the i- _----• . - ....._.......
IeIu iu (Iva twrcnase Pnce at I U Mirafi's election. RepiacN the product or obtaining a refund are the buyer's sole remedy for a breach and TC M'raft will not be liable fo
consequential damage attributed to a defective product. THIS WARRANTY IS GIVEN IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING THE IMP'
WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE THERE ARE No WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION OF
Roll Length m(ft)
109.7 (39Q
109.7 (36Q
109.7 (360)
Est. Gross Weight kg(lbs)
63 (138)
70 (154)
76 (167)
75 (165)
83 (184)
91 (200)
Area m'(yd�
418 (500)
418 (500)
418 (500)
501 (600)
501 (600)
.501(600)
915 (300) 91 b (1300) 91 b (300) 91.5 P) 915 (;3M 45.7 (1E
98 (215) 10C)= 122 (270)) 150 PM 179 (393) 122 (2E
418 PM 418 (500) 418 (5500) 418 (500) 418 (500) 209 (2`
NOTE: All Mechanical Properties and Hydraulic Properties shown are Minimum Average Roll Values (MARV).
French drain without pipe
MIRAFI
_SANo
f3LAaKE�'
CM8ANKMEiJT
F1(
2 ea, FRErSCN DRA(t.5 S AS SHowN ow ATTACHMet4T a.
(To Ic-K.) X 3,0 bI- X 4Co.O .F'T. L.oaG
At�D K 3.0 r -T, OVIDE) )( 80,0 FT. Lo --JG
from defects in material and worknansh p When derwec
x customer gNes notice to TC "rafi before rtste rg the i- _----• . - ....._.......
IeIu iu (Iva twrcnase Pnce at I U Mirafi's election. RepiacN the product or obtaining a refund are the buyer's sole remedy for a breach and TC M'raft will not be liable fo
consequential damage attributed to a defective product. THIS WARRANTY IS GIVEN IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING THE IMP'
WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE THERE ARE No WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION OF
SVERDRUP CIVIL, INC.
REQUEST FOR PROPOSAL
DATE: May 3, 2001
PROJECT NO.: L13328 City Project No.: 3521
PROJECT TITLE: Lift Stations and Force Main
Sanitary Sewer Improvement Program
Cape Girardeau, Missouri
CONTRACTOR: Robinson Construction Company
P.O. Box 388
Perryville, MO 63775
OWNER: City of Cape Girardeau, Missouri
c/o City Engineer's Office
401 Independence Street
Cape Girardeau, MO 63701
R.F.P. No. LS -05
Proposals for each item of work, as described below, shall be in strict accordance with Article I u
— CHANGES IN THE WORK of the General Conditions of the Contract.
ITEM DESCRIPTION:
DELETE: 1/2 -inch diameter discharge piping from the Sewage Air Release Valves and 1/2"
valve shown on Plan Sheet No. LS -M01, SECTION A -A.
ADD: 2 -inch diameter galvanized steel pipe in place of the'/2-inch diameter discharge
pipe shown on Plan Sheet No. LS -MOI- Install four (4) each 2 -inch diameter
discharge pipes without valves as indicated on drawing. 2 -inch pipe and fittings
shall be installed to discharge directly into the Lift Station No. 1 Wet Well.
Authorized by: C� Requested by:
Marc ster
City Engineer
o R. Bennett
Resident Project Rep.
Original: Contractor Copy: Congnict on ►nspe w & Project Engines X328-123$ dOC
obinson
construction
"Delivering Experience"
May 21, 2001
Mr. John Bennett
Sverdrup Civil, Inc.
401 Independence Street
P.O. Box 1604
Cape Girardeau, MO 63702-1604
Re: Lift Stations & Force Main Project
City of Cape Girardeau, MO
Dear John,
2411 Walters Lane
P. O. Box 388
Perryville, Missouri 63775
Phone: 573/547-8397
Fax: 573/547-8398
Reference is made to our recent conversation regarding the price difference for substituting
stainless steel for galvanized pipe for the pump guide rails in all four lift stations on this project.
The following will detail our cost proposal to use stainless steel pipe in place of the specified
galvanized pipe:
Additions:
Unit
Total
Description
Quantfty
Cost
Cost
3" SCH 40 Stainless Steel 304 Pipe
504 LF
$10.31/LF
$5196.24
2" SCH 40 Stainless Steel 304 Pipe
252 LF
$ 5.01 /LF
$1262.52
$6458.76
Deductions:
Unit
Total
Description
Quantfty
Cost
Cost
3" SCH 40 Galvanized Steel Pipe
504 LF
$ 2.78/1-F
$1401.12
2" SCH 40 Galvanized Steel Pipe
252 LF
$ 1.40/LF
352.80
$1753.92
Total Material Cost Increase this Item = $4,704.84
15% Contractor's Fee Per General Condition 11.6.2.1 = $ 705.73
Total Price Adjustment this Item = $5,410.57
John, as you are aware, we are ready to begin installation of these rails at Lift Station No. 1 and
Lift Station No. 4 later this week. In anticipation of a normal processing time for this change, we
request an extension to the Contract Time in the amount of 7 calendar days.
Your consideration of this proposal will be greatly appreciated.
DELIVERING EXPERIENCE
F; r;c ie;mr:b!,c;.j;,l� lilt rT.•i30 Cape Lift Stations & Force Mam''01A - Change Orders.430 prlc, r:'tj, re nce betwee//n gaiv- :.
#
t
Page 2
If you have any questions please do not hesitate to call.
Sincerely,
ROBINSON CONSTRUCTION COMPANY
Chris issell
Assistant Project Manager
DELIVERING EXPERIENCE
R `.Construction'%job files\430 - Cape Lift Stations & Force Main`01 A - Change Orders\430 price difference between gaiv. &
ss guide rails 5-21-01.doc
obinson
construction
"Delivering Experience"
May 30, 2001
Mr. John Bennett
Sverdrup Civil, Inc.
401 Independence Street
P.O. Box 1604
Cape Girardeau, MO 63702-1604
Re: Lift Stations & Force Main Project
City of Cape Girardeau, MO
Dear John,
2411 Walters Lane
P. O. Box 388
Perryville, Missouri 63775
Phone: 573/547-8397
Fax: 573/547-8398
Reference is made to your Request for Proposal No. LS -05 dated May 3, 2001. The referenced RFP
requests revised pricing to change the air release valve discharge piping from the specified 1/2"
diameter to 2" diameter galvanized steel pipe.
In accordance with your request, I propose the following price changes to account for the necessary
changes to the contract requirements that are detailed on the following sheet:
Total Cost Increase this Item = $ 90.33
15% Contractor's Fee Per General Condition 11.6.2.1 = $ 13.55
Total Price Adjustment this Item = $ 103.88
John, as you are aware, we are ready to begin installation of this discharge piping at Lift Station
No. 1. In anticipation of a normal processing time for this change, we request an extension to the
Contract Time in the amount of 7 calendar days.
Your consideration of this proposal will be greatly appreciated.
If you have any questions please do not hesitate to call.
Sincerely,
ROBINSON CONSTRUCTION COMPANY
Chris Cissell
Assistant Project Manager
DELIVERING EXPERIENCE
�33a8-ia.35
EOEHRuu �u► -3/-01
SvCrj5161ZOF
Cape, t_.11 Stations & Force Main,01A Change, Qidcrs.4;i0lctter Icy john 01) Is G5 5-, cl�x-
Deletions
MH
Material
Material
Descriptio.
Cl[
Unit Cos
Extended
1/2" Galvanized Nipple - 6" Long
8
$0.55
$4.40
1/2" Galvanized 90 Bend
8
$0.55
$4.40
1/2" Brass Ball Valve w/ Lever Handle
4
$6.98
$27.92
1/2" Dielectric Unions (Gals/Brass) -
8
$5.40
$43.20
Threaded Both Ends
4
$0.00
$0.00
1/2" Brass Nipple - 6" Long
8
$4.00
$32.00
1/2" Galvanzied Nipple - 24" Long
4
$5.00
$20.00
3" Core Drill
4
$0.00
$0.00
/3/. SZ
Additions
MH
Material
Material
Description
Qty
Unit Cost
Extended
2" Galvanized Nipple - 6" Long
8
$1.90
$15.20
2" Galvanized 90 Bend
8
$4.50
$36.00
2" Galvanized Unions
4
$7.50
$30.00
2" Galvanized Nipple - 24" Long
4
$13.00
$52.00
4" Core Drill
4
$0.00
$0.00
/33 2 0
MH/
MH
Cost This
Cost This
Unit
Entended
/MH
lt_em
0.0635
0.508
$41.00
0.889
$25.23
0.533
4.264
$41.00
3.764
$179.22
0.364
1.456
$41.00
$41.00
$87.62
0.571
4.568
$41.00
$230.58
$230.49
0.0835
0.668
$41.00
$59.39
0.254
1.016
$41.00
$61.66
1.212
4.848
$41.00
$198.77
$842.37
MH/
MH
Cost This
tail
Entended
$/MH
IWM
0.125
1.000
$41.00
$56.20
0.889
7.112
$41.00
$327.59
0.941
3.764
$41.00
$184.32
0.50
2.000
$41.00
$134.00
1.406
5.624
$41.00
$230.58
$932.70
Total Cost Change This Proposal = $90.33
obinson
construction
"Delivering Experience"
To: Mr. John Bennett
P.O. Box 388
2411 Walters Lane
Perryville, Missouri 63775
573-547-8397
Fax: 573-547-8398
From: Chris Cissell
Company: Sverdrup Civil, Inc. Phone #: 573-334-9020
Date: 6-8-01 Fax #: 573-334-3361
Re: Lift Stations & Force Main Project
Cape Girardeau, MO
Number of Pages (including cover sheet): 3
Comments:
John,
As discussed earlier, I have only requested payment for the 4.44 CY of rock removed at Lift
Station No. 4. Mike Schremp was not involved with that portion of the work during rock removal.
Therefore, I believe the measurements on the following sheet to be somewhat inaccurate
measurements for payment per the specifications.
If you have any questions or concems please let me know.
Regards,
Chris
DELIVERING EXPERIENCE
DrE�IEWED
Sv C �/ Fi ESD b FFlCE
IZ.3�
Jr -ciao
RAConstruction',job filesj430 - Cape lift Stations & Force Main\03 - Correspondence\430 fax to john bennett re rock removal
time extension 6-8-01.doc
Io inson
construction
"Delivering Experience"
June 8, 2001
Mr. John R. Bennett
Sverdrup Civil, Inc.
Field Office
401 Independence St.
P.O. Box 1604
Cape Girardeau, MO 63702-1604
RE: Lift Stations and Force Main
City of Cape Girardeau, Missouri
Dear John:
2411 Walters Lane
P. O. Box 388
Perryville, Missouri 63775
Phone: 573/547-8397
Fax: 573/547-8398
As you are aware we have experienced considerable cost and delay associated with rock
removal at Lift Station No. 1, Lift Station No. 4 and the gravity sewer between LS1 MH A1.1 and
Lift Station No. 1 Wet Well.
At Lift Station No. 1 we have concluded that although considerable costs and delay were
encountered the actual quantity of rock removed, as calculated in accordance with the
specifications, is small and we do not intend to make a claim for additional compensation. We
calculate a quantity of 4.44 CY of rock removal for Lift Station No. 4 Wet Well and 44.14 CY of
rock removal associated with the gravity sewer at Lift Station No. 1 for a total of 48.58 CY of rock
removal and request this quantity be paid at the unit price of $100/CY as allowed in the Contract
Documents.
The delay in construction associated with the rock removal is itemized below for each site:
Lift Station No. 1 - December 12, 2000 through February 3, 2001 = 54 calendar days
Lift Station No. 4 - April 24, 2001 through May 5, 2001 = 12 calendar days
Gravity Sewer between LS1 MH A1.1 and Lift Station No. 1 Wet Well - April 30, 2001
through June 4, 2001 = 36 calendar days
Therefore, we are requesting an extension to the Contract Time in the amount of 102 calendar
days.
Your consideration of this request will be greatly appreciated.
Sincerely,
ROBINSON CONSTRUCTION COMPANY
6V� �4��
Chris Cissell
Assistant Project Manager
DELIVERING EXPERIENCE
R''%Construction'+,job files\430 - Cape Lift Stations & Force Main101A - Change Orders1430 proposal john benneti re time
extension due to rock removal 6-8-2001.doc
FROM
Robinson Construc -)n PHONE NO
ROBINSON CONSTRUCTION CO.
P.O. Box 388
2411 Wa11ees lane
PERRYVILLE, MISSOURI 63775
(573) 547-8397
573 335 ' '3 l� Jun. 06 2001 08:13AM f
Joe
SHEE7N0..__ OF
CALCAATEDBY
CHECKED BY DATE
SCALE
obinson
construction
"Delivering Experience"
May 15, 2001
Mr. John R. Bennett
Sverdrup Civil, Inc.
Field Office
401 Independence St.
P.O. Box 1604
Cape Girardeau, MO 63702-1604
RE: Lift Stations and Force Main
City of Cape Girardeau, Missouri
Deal -John:
2411 Walters Lane
P. O. Box 388
Perryville, Missouri 63775
Phone: 573/547-8397
Fax: 573/547-8398
Reference is made to your R.F.P. No. LS -04 dated January 24, 2001 relative to the Lift Station
No. 1 site of the above-mentioned project.
In accordance with your request, I propose the following price changes to account for the
necessary changes to the contract requirements:
Delete 1200 CY of Subbase Material
9$18.40
= $(22,080.00)
Delete 4800 SY of Filter Fabric
@ $ 2.25
= $(10,800.00)
Add 800 CY of Sand Blanket
@ $17.00
= $ 13,600.00
Add 400 CY of Earth Embankment
@ $ 7.00
= $ 2,800.00
Add 120 LF of French Drain
@ $24.15
= $ 2,898.00
Total Cost Impact - Subcontractor Cost
$(13,582.00)
5% Contractors Fee Per GC 11.6.2.2
$( 679.10)
Total Price Change this Proposal
$(14,261.10)
John, we also request an extension to the contract time in the amount of 7 calendar days to
construct the French Drains and to deal with the additional earth embankment in lieu of crushed
stone.
Your consideration of this proposal will be greatly appreciated.
Sincerely,
ROBINSON CONSTRUCTION COMPANY
RD
D
Ir�C`i�E C7CT�S
Tc
David Monier
SEE,SEO L. _ LoG
oe����A
Construction ManagerE�,
DM
DELIVERING EXPERIENCE
R 'tConstruction'%job files\430 - Cape Lift Stations & Force Main101 A - Change Ordersi430 proposal john bennett re rip Is- }
04 5-15-2001.doc
Prepared by: John R. Bennett
Sverdrup Civil, Inc.
ENGINEER'S ESTIMATE IN RE: RFP NO. LS -04
WORK CHANGE DIRECTIVE NO. LS -07
Lift Stations and Force Main Project
Cape Girardeau Sanitary Sewer Improvement Program
Spreadsheet Report
LS1 SANDBLANKET
Page 1
615101 10:36 AM
02000
Sltework
102220
Excav Backfill _ _
_
Dike Earth
-
400.00 CuYd 0.78 ICuYd0.78 /CuYd 3121 7.63 10uYd
3,052 1.30 /CuYd 644
9.77 ICuYd 3,908:
02230
ease Courses
Sand
800.00 C.Y. 3.59 ICY. 3.58 rC.Y. 2872 14.63 ICY.
118.24 1.42 ICY. 1,138
19.54 /C.Y. 15,632 ELEV.346,347.5
02710
Subdrainage Systems
Drain, Trench
120.00 LnFt 2.50 A-nFt 2.50 A.nFt 300 18.13 MFt
2,178 1.57 A-nFt 188
22.20 MFt 2 664'
Labor 3,484
Material 16,852
Equipment 1,868
Total 22,204
Estimate Totals
Spreadsheet Report
-S1 SUBBASE&FlLTFAB
Estimate Totals
Labor 5,844
Materiel 26,412
Equipment 1,704
Total 33,960
Page 1
6/5/0111:26 AM
ADD: LS 1 Sandblanket $22,204
DELETE: LSI _Subbase & Filtfab (33,960)
NET REDUCTION: This Estimate $ 11,756
ENGINEER'S ESTIMATE IN RE: STAINLESS STEEL vs. GALV. GUIDERAILS
WORK CHANGE DIRECTIVE NO. LS -07
Lift Stations and Force Main Project
Prepared by: John R. Bennett Cape Girardeau Sanitary Sewer Improvement Program
Sverdrup Civil, Inc.
Spreadsheet Report
Page 1
615101 2:37 PM
Estimate Totals
Labor 7303
Material 9:W8
Total 17,191
Spreadsheet Report Page I
LSFU PUMP GUIDERAILS &WI 2:13 PM
Estimate Totals
Labor 5315
Materia! 2:996
Total 8,311
ADD: LSFM — SS — Pump_Guideraits $17,191
DELETE: LSFM — Galv.— Guiderails (8,311)
NET INCREASE: This Estimate $ 8,880
g:
i sp-
-$
11—I'M
dubU1
flnt-
q* P
- -- W
W -0,
!V
N
�"- -A
nu
Elti
W
K
nt Um
, 10M Balm
02000
Sitework
--------- . ..... .
02610
Pipe and Fittings
Pipe. NicW 0", wY FiOngs, hangers, and valves, 2-
252.00 LnPt 8.76 A-nPt
&76 AnFt —268A
6.80 /LnFt
1,714
-.
15.56 A-nFt
3,921
3.
--- ----
LS NOS. 2&4
Pipe, Nickel affoy. w/ FftVs. hangem,and vafv*$. 3"
504.00 LnFt 10.11 /LnF(
10.11 AnFt 5.095!
16.22 A-nFt
8,175
7 26.33 /LnFt
13,270 � LS NOS. 163
Estimate Totals
Labor 7303
Material 9:W8
Total 17,191
Spreadsheet Report Page I
LSFU PUMP GUIDERAILS &WI 2:13 PM
Estimate Totals
Labor 5315
Materia! 2:996
Total 8,311
ADD: LSFM — SS — Pump_Guideraits $17,191
DELETE: LSFM — Galv.— Guiderails (8,311)
NET INCREASE: This Estimate $ 8,880
FIELD ORDER
FIELD ORDER NO: LS -07
PROJECT NO: L13328
DATE: December 26, 2000
This form is to be used only for emergency instructions to a contractor where the time requirea ror preparauon aiiu cxccunUu .,.
a formal Change Order would result in delay or stoppage of the work, in accordance with Articles 1.19 and 9.5 of the General
Conditions of the Contract.
PROJECT: Lift Stations and Force Main
Cape Girardeau Sanitary Sewer Improvement Program
TO CONTRACTOR: Robinson Construction Co. CONTRACT DATE: June 27, 2000
You are hereby ORDERED to make the following changes in your contract for the above project:
Discontinue all pipeline installation work for the 20 -inch Force Main and all other work requiring
backfill of soil materials and/or granular backfill until such time when the backfill materials no longer
contain frozen matter. Satisfactory materials as described in Specification Section 02200.2. LB "free of
...... debris, waste, frozen materials..." may be installed in trench excavations only after receiving
written notification and approval of backfill materials inspected by the Engineer prior to the resumption
of Force Main construction.
The subsequent delay resulting from the above described condition is beyond the control of the
Contractor and shall be documented as a condition caused by unusually severe adverse weather in
accordance with Supplementary Condition SC -12.3.1. Any adjustment of Contract Time will be made
by an appropriate Change Order with baseline data shown in SC -12.3.1.
The foregoing field order is issued in accordance with Section 9.5 of the Contract and does not involve
an adjustment in the contract price or the contract times and is compatible with the design concept of the
completed project as a functioning whole as indicated by the contract documents.
F HE ENGINEER
DISTRIBUTION:
M�10,*U*l z
FOR T CITY OF CAPE GIRARDEAU
City of Cape Girardeau
Engineer
Contractor
Inspector
FOR THE CONTRACTOR
L3328-12.33r.doc
FIELD ORDER
FIELD ORDER NO: LS -08
PROJECT NO: L13328
DATE: January 8, 2001
This form is to be used only for emergency instructions to a contractor where the time required for preparation and execution of
a formal Change Order would result in delay or stoppage of the work, in accordance with Articles 1.19 and 9.5 of the General
Conditions of the Contract.
PROJECT: Lift Stations and Force Main
Cape Girardeau Sanitary Sewer Improvement Program
TO CONTRACTOR: Robinson Construction Co. CONTRACT DATE: June 27, 2000
You are hereby ORDERED to make the following changes in your contract for the above project:
Resume pipeline installation work for the 20 -inch Force Main and all other work requiring
backfill of soil materials and/or granular backfill. Satisfactory materials as described in Specification
Section 02200.2.1.B "free of ...... debris, waste, frozen materials..." may be installed in trench
excavations only after receiving this written notification and approval of backfill materials inspected by
the Engineer.
The foregoing field order is issued in accordance with Section 9.5 of the Contract and does not involve
an adjustment in the contract price or the contract times and is compatible with the design concept of the
completed project as a functioning whole as indicated by the contract documents.
FO ENGINEER F CITY OFC E GIRARDEAU FOR THE CONTRACTOR
DISTRIBUTION:
City of Cape Girardeau
Engineer
Contractor
Inspector
W328-12.33u.doo
FIELD ORDER
FIELD ORDER NO: LS -09
PROJECT NO: L13328
DATE: January 10, 2001
This form is to be used only for emergency instructions to a contractor where the time required for preparation and execution of
a formal Change Order would result in delay or stoppage of the work, in accordance with Articles 1.19 and 9.5 of the General
Conditions of the Contract.
PROJECT: Lift Stations and Force Main
Cape Girardeau Sanitary Sewer Improvement Program
TO CONTRACTOR: Robinson Construction Co. CONTRACT DATE: June 27, 2000
You are hereby authorized to make the following changes in your contract for the above project:
Adjust the alignment and location of Points of Intersection (P.I.) for the 20 -inch Force Main as
indicated on the two (2) attachments designated ATTACHMENT "A" and ATTACHMENT "B".
(Reference Plan Sheet No. LS -C 13 for Attachment "A" and Plan Sheet No. LS -C 14 for Attachment
"B".)
Any changes in unit price quantities resulting from this Field Order will be accounted for by
Change Order.
The foregoing field order is issued in accordance with Section 9.5 of the Contract and does not involve
an adjustment in the contract price or the contract times and is compatible with the design concept of the
completed project as a functioning whole as indicated by the contract documents.
ENGINEER FOR h4E CrrY OF CAPE 6MARDEAU
DISTRIBUTION: City of Cape Girardeau
Engineer
Contractor
Inspector
FOR THE CONTRACTOR
L3328 -12.33y -doe
?T C.0 0 ATE
N E E
112,539800.281,1106261.268,342.409,pi-59r
113,539846.604,1106223.780,341.988,pi-b2 r
114,540438.215,1106420.903,342.273,pi-65r
115,540450.395,1106417.337,341.735,pi-66r
�9 _ Ccrr��-QCT
# CLEAnI DUT q1�Q ARFA /�ft,ET
ti ExISTI�G SfoRMW
q Pau -re
pL.An/NED FORE MAI'J
P.L.t�S� _
P.t. #66R
1--20 " � FORCE MA/�
DEFLECTEo To WEST 1-SM/7-
0f PERn4,9nJEivT E4SE14EM7
jV4.At4m" P =, A 65'
PE, #63
'SURVEY ��NE
BY Clay SvRvEy CR-cW
1-9-a1
No ScAt.E
R : �tEY15E�lRELOG.
Pr. #s'9R
t-IFT
PI, �62R!
F/ELD ORDER A/10, L -S —09
AT TACIIN16N/T �
Io.oS t
A r ¢nil A
2,540804.060,1105563.840,-99999,PI 72
5,540939.440,1105549.470; 99999,PI 74R
6,540947.020,1105542.940; 99999,PI 75R
7,540970.310,1105409.250; 99999,PI 77 = R
8,540832.010,1105543.660,-99999,. P2 - 3
9,540939.010,1105560.360,-99999,.
10,540947.240,1105554.410,-99999,. pZ rs
11,541039.670,1105416.470,-99999,. pr -7S
12,540978.501,1105403.514,-99999,. Pi -7-7F-
13,540807.910,1105539.143,-99999,72R
7-7R13,540807.910,1105539.143;99999,72R
14,540820.381,1105530.889,-99999,73R
F1cr:1.1) D q UEP- /JO, 4,S-09
,�0-/NCS FO2.42E +-AIA REI-OCATlDAJ
ArrAoIf,qF_,t1?- '84
...
)CATeb
FIELD ORDER
FIELD ORDER NO: LS -10
PROJECT NO: L13328
DATE: February 6, 2001
This form is to be used only for emergency instructions to a contractor where the time required for preparation and execution of
a formal Change Order would result in delay or stoppage of the work, in accordance with Articles 1.19 and 9.5 of the General
Conditions of the Contract.
PROJECT: Lift Stations and Force Main
Cape Girardeau Sanitary Sewer Improvement Program
TO CONTRACTOR: Robinson Construction Co. CONTRACT DATE: June 27, 2000
You are hereby ORDERED to make the following changes in your contract for the above project:
Discontinue all structural concrete and foundation work on Lift Station Number 1 until such time
as a structural evaluation and instructions for corrective work has been issued by the Design Engineer,
Sverdrup Civil, Inc. The structural evaluation and instructions are contingent on a timely response and
Engineering Report from the Contractor's Geotechnical Consultant, Mr. Dale Smith, P.E., Project
Manager for Geotechnology, Inc.
This Order is based on non-compliance with Specifications prepared by Kuhlmann Design Group,
Inc. submitted by David Monier, Robinson Construction Co., Inc. on October 27, 2000 and the
specification requirements stipulated in P. K. Mathai's response to R. F. I. No. LS -05 dated November
27, 2000. Non-compliance is stipulated factually on the observed and measured deviation from specified
"Driving Tolerances" on page 02360-3 of the Kuhlmann Design Group Specifications and the driving
tolerances specified in Missouri Standard Specifications for Highway Construction — 1999 in paragraph
702.4.4 of Section 702.
Resumption of work at Lift Station Number I is entirely contingent on a timely response from the
Contractor's consultants, Geotechnology, Inc. and Kuhlmann Design Group, Inc. with their
recommendations for corrective measures.
The foregoing field order is issued in accordance with Section 9.5 of the Contract and does not involve
an adjustment in the contract price or the contract times and is compatible with the design concept of the
completed project as a functioning whole as indicated by the contract documents.
CC4�1 1�1 6 - -
O HE ENGINEER F CITY OF CAPE GIRARDEAU
DISTRIBUTION:
City of Cape Girardeau
Engineer
Contractor
Inspector
FOR THE CONTRACTOR
L3328-12.338b.doc
FIELD ORDER
FIELD ORDER NO: LS -11
PROJECT NO: L13328
DATE: February 22, 2001
This form is to be used only for emergency instructions to a contractor where the time required for preparation ana execution 01
a formal Change Order would result in delay or stoppage of the work, in accordance with Articles 1.19 and 9.5 of the General
Conditions of the Contract.
PROJECT: Lift Stations and Force Main
Cape Girardeau Sanitary Sewer Improvement Program
TO CONTRACTOR: Robinson Construction Co. CONTRACT DATE: June 27, 2000
You are hereby authorized to make the following changes in your contract for the above project:
Resume foundation work on Lift Station No. 1 conditioned on providing the following corrective
measures for H -Pile deficiencies as outlined in Field Order No. LS -10:
1. Stabilize tops of driven steel piles with #8 rebar welded between each pile in both directions.
2. Increase bearing surface contact between the bottom of the pile cap and the bedrock pinnacles
(where piles have been eliminated) by removing crushed stone and/or soil to elevation 311.5
ft. for a distance of 3 feet in both directions from the edge of the exposed bedrock towards the
remaining piles.
3. Install #8 rebar running East-West across the Easternmost mud seam at 18 inches center to
center spanning the eliminated pile locations (6 ft. minimum length of 48 rebar). Item 3 is per
Mark A. Lester, City Engineer.
All of the above shall be in accordance with the attached documentation from Robert G. Kolf,
P.E., Engineer of Record for the H -Piles and pile cap, Geotechnology, Inc. and Sverdrup Civil,
Inc.
The foregoing field order is issued in accordance with Section 9.5 of the Contract and does not involve
an adjustment in the contract price or the contract times and is compatible with the design concept of the
completed project as a functioning whole as indicated by the contract documents.
I
bR'tHE ENGINEER
4F THE CITY OF CAPE EAU
DISTRIBUTION: City of Cape Girardeau
Engineer
Contractor
Inspector
FOR THE CONTRACTOR
13328-12.33ae.doc
FEB -19-2001 13:14 FROM:ROBINSON 15735GN 5447 49
FEB -19-2001 10:56 W
KdG
February 19, 2001
Mr, Dale Smith
Gootccbnalogy, Inc.
2258 Grissom
St: Lod* M.iswuri 63146
Re: City of Cape Girardeau
Lift Statim Na I
K.''3 P:.,j= 14o. =I i
Dcar Mr. Smith:
TO: 573 334 3.361 P. 002
3114346280 P.02
46 rra} — PazkwAy T4efhM%. 514A34.W94
Sc L,"It. M4*.mi W45-5706 Fac 614.4S4.a2eO
This is in responae to the lcvxr you forwarded me from Mr. John R Bennett to Robinson CmKfmction
Compllay datod February 16,200 1 .
"— I agacee that the taps of the driven steel piles should be stabilized Brom movement due to consuuctlon activities
I would recomm=d that one 4 8 rioar be welded between each pilo is both diroctians.
In md!tT to tic The b arizg surfiw errrtactYrc`twesa$icbotSem of the pus cap and ins bedrock pimmacles
(where pit= bare been eliminated), I mco==d dmt the gravcl ad&or soil be mmoved To elevation 31 I.5' for
a diatamce of 3 feet in both the Nocth-SoMh ens! the F.yst Wcst d^ retj= from tht c4e of the W osed bcdrack
towards 9se remaining Pile(s).
r
Should you havc any questions or camment8, please do not hesitate to call.
r
n
Sincerely, �pllHfk/�
Kr—ulm=n d-'4`ts Grotip, Inc. `�*��e►`- �e
� ROBERT G. Ktri.F
Robert G. Kolf, P.E., S.E.RUMBER
Vice Premdea[ E 2 4T2
Sftucwml Engineering yS►.�iAr..wr�1GF��
ce: Mr. Dave Moni�--,1}obim-- Cor mrxo.rn Co.
l�t�(1148.9G3711nd>ff ib..boo
Cct421timoo 5
rowR�
TnTrj P . x
nSverdrup
Sverdrup Civil, Inc.
Field Office
401 independence St.
P.O. Box 1604
Cape Girardeau, MO 65702-1604
Memorandum
Letter No.: L13328-1564
To: Dave Monier, Project Manager
Robinson Construction Company
From: John R. Bennett
Resident Project Representative
Date: February 16, 2001
Subject: Cape Girardeau LS/FM Project
Lift Station No. 1, H -Pile Deficiencies
In reference to Field Order No. LS -10 ordering all foundation work suspended on the subject
project, the concerns of Owner, City of Cape Girardeau and Sverdrup Civil, Inc. have been
reviewed by various staff members of each organization. We have further reviewed the letters
submitted from your consultants, Geotechnology, Inc. and Kuhlmann Design Group, Inc.
The two main concerns are that the piles are out of tolerance in regards to plan location and
plumbness. Robert Kolf, P.E. designer of the H -piles and pile cap for Kuhlmann Design Group,
Inc. has reviewed his design calculations and accepted the pile locations as submitted to him
based on field measurements by Robinson Construction Company personnel. Regarding the out
of tolerance plan location, it is important that the piles not become overstressed due to their being
significantly out of location. We are of the opinion that the piles will not be overstressed if they
remain near vertical and the pile tips are stable.
In regards to pile plumbness, the primary concern is due to the short pile lengths in place. The
short piles do not have much confinement and are prone to disturbance from construction
activities. We agree that the loading, out of plumbness and the arrangement of piles are probably
not enough to overturn the structural H -beam piles. In order to keep the pile tips adequately
seated in the bedrock, we consider it imperative that the piles be secured to prevent them from
being disturbed during construction activities. Consideration should be given to welding rebar
between the pile tops prior to doing any more work in the excavation bottom.
In order to effectively transmit the loads, consideration should also be given to increasing the
contact between the bottom of the reinforced concrete pile cap and the underlying bedrock at
locations where piles were eliminated.
L3328-12.32p.doc
Memo to: Dave Monier Page 2 02/16/01
Robinson Construction Company is ultimately responsible for the structural design related to the
piles and the pile cap as they chose to deviate from the original design. Robert Kolf of
Kuhlmann Design Group, Inc. is the engineer of record and is responsible for the structural
integrity of the piles and pile cap design. Sverdrup's role is to observe construction compliance
with the drawings and specifications prepared by Robert Kolf and the additional conditions
stipulated in P. K. Mathai's response to R. F. I. No. LS -05. The piles, as installed, do not comply
with those drawings, specifications and conditions.
Sverdrup's position is that based on the information available to us, we cannot dispute Robert
Kolf s claim that the piles, as installed, will provide adequate support for the pump station
foundation. We assume from the report prepared by Dale Smith of Geotechnology, Inc. that the
piles are firmly seated in the bedrock at specified penetration. We are of the opinion that the
slope of the bedrock and pinnacle formation makes it almost impossible to drive piles to meet the
planned arrangement and specified driving tolerances. To keep the piles firmly seated in the
bedrock, we need to confirm the locations previously measured by Marry Platz, City Inspector
and myself on February 6, 2001. Then adequate bracing should be installed with the concurrence
of the engineer of record, Robert Kolf. The adequacy of the bearing area for pile cap segments
where piles were eliminated should also be addressed by Mr. Kolf.
Please discuss these matters with your design consultants and submit their recommendations.
c: P.K. Mathai
Mark Lester
Marty Platz
Rich Vedder
L3328-12.32p.doe
'Fl 8-14-2001 08:18 FROM: ROBR694 5735476649
GgO L'C 7 4
02/14/2001 07:61 FAX 314 991 2067
GY
FED -13-2001 15140 KU11 AhNN DESIGN Com'
atsaan+uw tcr�rc trzo.� Ino
KdG
February 13, 2001
Mr. Data Smith
Gootochnology, Inc.
2258 Grlsaom
St. Louis, Missouri 63146
Ra: Quy of Capc Gizueau
Li4 Swim Na.1 .
KdO PrujcctWO. 000146 -MOI
TCJ: 5- 3 .334 3361 "r; Oud` ed.s
3144343222 P.02-
66
.02-66 pr*gom pae-ver TckO m-- 814.434.881
Dear Mr. Smith: .
r -Based tm younr request we have takea afresh look atm calculatioue for the fbimdatiosa an dtc abave•referoaetd
job.
Das to t "&& tfl2nvsYiitiorl" aS Soma of the phos be3ag 6 to 12 -taches from 8ieir i o=dod-dedga Wattion (see
rttseiKQ ala 2tea fmm E of sats f3o:j,�ocac�f dzPika axe piz king up a a wll amotmt of
edditlwA exial Ioad VhK atltc °are uF shg1 ;lass. pUS iso SO a4N=te, eym with tea
c cWnal conservative kmd_wdmabm
The alse0r strrasce (bath ouc way andpuacbiotg shear) are sko a>i6dY hig = in areas where the spachg
betnneeapfles hoe lbcrcaeed; tbaae, howvvrx. *m not cwugh to aarssunss the cot =W' I3kvwiee% ft flcxuml
.t w=% have also tncremed slightly in these lenger spaas, bet not enough too overs=ss the aaighw co==m and
rciufarzfug stzni.
M
shoum ym hive c::y gar 60as OriXT=IIc=, plcaso do"hesitate to Coil.
Smotraly, � iwt WIti�hA.
Kuhimann dalgr Group, Yam7
`r_ � �;��
j RGREU R,Kau
RUMER
Robot G. KoX PB- S.R. E-2 47" )4
Vico P[Csi&=t
Structural Brtgiaoeting '',���aNl'
RGKtmco-
cc: Chris Crush, Rabinsou Coast. Co,
Eudome
CQLEPRATMO2 *CP-wR8
FE8-14-2001 08:18 FROM:ROBIMSON 573547b649 IU:S�S SS4 iSbl N.b05'�S
PFS W. 573 335 6933 Feb. 06 2661 02:41PM PI
•�� 420b1n�t C�s�struatian ..
JOB.r—_'�"`-. ..._.--•-^— • -
ROB1'NSON c8xsTRU0,10N Co.
G-
215 lei. Wecrt stCALCVLATwov-
attE
PrRR` vjLi-F, t f.SS801 R' 63775
irz-vii M7-8397 -----
AS=GECHNOLOGYNC
1W ENGINEERING AND ENVIRONMENTAL SERVICES
SAINT LOUIS • COLLINSVILLE
February 6, 2001
Mr. Dave Monier
Robinson Construction
P.O. Box 288
Perryville, Missouri 63775
Re: Construction Observation
Pile Driving
Lift Station No. 1, Sanitary Sewer Improvements
Cape Girardeau, Missouri
Dear Mr. Monier:
0400609.1114
This letter is a summary of our observations during pile driving for the referenced project.
Our services included observing pile driving and probe hole drilling. The purpose of our services
was to observe foundation conditions for general consistency with the recommendations made in
the subsurface exploration report' and the project plans and specifications.
The lift station excavation was retained by sheet piling that was driven to refusal on
limestone bedrock. The sheet piling was laterally supported by a three-level whaler system inside
the excavation with no cross bracing. Limestone bedrock was exposed in portions of the bottom of
excavation at approximately El 311.5 2 Bedrock was also exposed approximately 3 to 5 feet above
El 311.5 in portions of each side of the excavation and had been excavated to achieve the bottom of
excavation grade.
According to the structural plana and pile location marks placed by Robinson Construction
personnel, Lift Station No. 1 required 20 piles (four rows of five piles each). Steel BP14-73 piles
with Pruyn driving points were driven to refusal at 12 of the 20 design pile locations. At the
remaining 8 pile locations limestone bedrock suitable for foundation bearing was exposed.
Robinson performed pile driving using a Delmag D12-32 diesel pile hammer with a rated
energy of 20,571 foot pounds of energy. Geotechnology observed pile driving activities on
January 31 and February 1, 2001. Field records of pile driving activities are attached. The piling
was driven to refusal with a minimum driving resistance of five blows for the final one-quarter inch
of penetration.
1 Subsurface Exploration, Redesign of Proposed Lift Station No. 1, Cape Girardeau Sanitary Sewer Improvements,
Cape Girardeau, Missouri; Prepared for Robinson Construction; Geotechnology, Inc. Report No. 0400606.0111;
Dated August 15, 2000.
2 Elevations used herein are in units of feet and refer to mean sea level datum
1 Lift Station #1, Foundation Sections and Details, Sheet No. S1.1. Prepared by Kuhlmann design Group and dated
September 25, 2000 with Revision 1.
ca.
Robinson Construction
February 6, 2001
Page 2
0400609.1114
A 2 -inch diameter by 3 -foot deep probe hole was drilled at seven of the eight locations
where rock bearing replaced a pile. The probe holes encountered fresh limestone for the full depth.
The as -built locations of the driven piles were reviewed with Mr. Bob Kolf, the structural
engineer for the lift station foundation, and he concurs that the locations are acceptable. In our
professional opinion, the foundation conditions observed by Geotechnology personnel were in
general accordance with the referenced report. Please call if you have any questions.
Very truly yours,
GEOTECHNOLOGY, INC.
Dale M. Smith, P.E.
Project Manager
DMS/JAB:dms/bjs
Enclosures:
N% pMI*d OA MCYCI"PWP•f
Pile Driving Records dated January 31, and February 1, 2001
t
G GOTECHNOOINC.INEERING & ENVIRONMENTALSPILE DRIVING RECORD
sr. LoUs iciwsAs cmr iHau+Arous
JOB NO. �f�� (t(`�` PROJECT NAMEc Pt G'RA.POc.�
CONTRACTOR —0 r3—"YS0—/ , DATE PREPARED BY ---L,-1,1/
HAMMER,
41
42
ACCESSORIES:
43
24
& MODEL «Q
25
HAMMER CUSHION, DIMENSIONS
MATERIAL
46
MAKE
Z Z O
LB.
PILE DRIVING CAP., MAKE
WT.
LB.
RAM Vim,
z
LB.
PILE CUSHION, DIMENSIONS
MATERIAL.
51
ANVIL WT.
STROKE. RATED IN., MEASURED
IN,
ADAPTER TYPE
WT..
LB.
S4
ENERGY RATED ZO,C�-7 � FT -LB, DELIVERED
FT -LB
MANDREL DESCRIPTION
56
37
57
SPEED RATED aLowS/Mw, MEASURED
SLOWSrM(N
DIMENSIONS
WT.
LB.
STEAM OR AIR PRESS., HAMMER BOILER
FOLLOWER DESCRIPTION
BOUNCE CHAMBER PRESS., RATED .MEASURED
DIMENSIONS
WT.
LB.
PILE: PILE NUMBER
LOCATION
TYPE
VfPl C(X
LB/FT
DIMENSIONS CROSS-SECTIONAL I • G )<
UNIT WEIGHT
VERTICAL ✓
BATTER 1 ON
ELEVATION OF GROUND 3 (�•
FT.
ELEVATION OF CUT-OF
—FT.
ELEVATION OF PILE TIP 30�'
FT.
ELEVATION OF SPLICES n- 4r\ .
FT.
JETTING PRESSURE & ELEVATIONS
PRE EKG
G'T
FT
1
2
3
4
s
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
NUMBER
OF BLOWS
`� I
DRIVING RESISTANCE
NUMBER NUMBER NUMBER NUMBER
FT' OF BLOWS FT' OF BLOWS FT. OF BLOWS FT' OF BLOWS
21
22
41
42
23
43
24
'4
25
45
26
46
27
47
28
48
29
49
30
50
31
51
32
52
33
53
34
S4
35
55
36
56
37
57
38
58
39
59
40
60
LAS I rvv i
BLOWSAN.
61
81
(
U
' — 2„
' 3„
- 4f'
1 - 5J. 1 1
,-6„
' — 10„
— 12„
—
62 82
63 83
64 &I
65 85
86
67 87
68 88
69 89
70 90
71 91
72 92
73 93
74 94
75 95
76 96
77 97
78 98
79 99'
80 100
TIME: START TIME ��' FINISH DRIVING (O; o o DRIVING TIME
TN
INTERUPTIONS (TIME, TIP ELEV. & REASON)5-1-eA("(�g7E,v ��Ael N�Ao 7—rc �A 7Uw D ,c,�F
REMARKS: ALIGNMENT, PLUMBNESS, WATER, CLEANNESS, CONCRETING, DELAYS AND UNUSUAL DRMNG.-____._.
F1WAYNLv- m-
-6
GEOTEG &ENO NOGA SERVICESENGINPILE DRIVING RECORD
ST. LOUIS KANSAS CRY INDIANAPOUS
JOB NO. Udo Owl /l /V PROJECT NAME
CONTRACTOR r?o0/NSon/ DATE ( lo PREPARED BY A�
HAMMER:
FT.
ACCESSORIES:
41
42
23
/
MAKE &MODEL / el" `J /
HAMMER CUSHION, DIMENSIONS
MATERIAL.
45
RAM WT Z `U
LB.
PILE DRIVING CAP., MAKE
WT.
LB.
ANVIL WT. CLB.
29
PILE CUSHION, DIMENSIONS
MATERIAL.
50
STROKE RATED IN., MEASURED
IN.
ADAPTER TYPE
WT.
LB.
53
ENERGY RATED 20/6'-? ( FT -LB, DELIVERED
FT -LB
MANDREL DESCRIPTION
55
36
56
37
SPEED RATED BLOWS/Mw, MEASURED
BLOWSIMIN
DIMENSIONS
WT.
LB.
STEAM OR AIR PRESS., HAMMER BOILER
60
FOLLOWER DESCRIPTION
BOUNCE CHAMBER PRESS., RATED MEASURED
DIMENSIONS
, WT.
LB.
PILE: PILE NUMBER ;
LOCATION
a 4 TYPE
9P
3
LB/FT
DIMENSIONS CROSS-SECTIONAL_l 3.6 x r y. 6
UNIT WEIGHT
1 ON V fi? ((CAL
VERTICAL �/
BATTER
-313
FT.
ELEVATION OF GROUND 311. 5-
FT.
ELEVATION OF CUT-OFF
ELEVATION OF PILE TIP 3 oS= S
FT.
ELEVATION OF SPLICES a •
FT.
JETTING PRESSURE & ELEVATIONS e-'--
-tiPRE
PRE
FT
1
2
3
4
5
6
7
s
9
10
11
12
13
14
15
16
17
18
NUMBER
OF BLOWS
OI
19
20
TIME
1/r
DRIVING RESISTANCE
NUMBER
FT.
BLOWS
FT.
21
22
41
42
23
43
24
44
25
45
26
46
27
47
28
48
29
49
30
50
31
51
32
52
33
53
34
54
35
55
36
56
37
57
38
58
39
59
40
60
NUMBER NUMBER
OF BLOWS FT' OF BLOWS
NUMBER
FT- OF BLOWS
LAST FOOT
BLOWSAN.
61
81
' -311
1 -411 i1 1 1
�{
1- 5'f
611
' -7
- 911
62 82
63 83
64 84
65 85
66 86
67 87
68 68
69 89
70 90
71 91
2 92
3 93
175
4 94
95
76
77
;97
78
79
so 100
START TIME S FINISH DRIVING � Se DRIVING TIME
INTERUPTIONS (TIME, TIP ELEV. & REASON)
REMARKS: ALIGNMENT, PLUMBNESS, WATER, CLEANNESS, CONCRETING, DELAYS AND UNUSUAL DRIVING. .
F:\WAYNE%FOR MSu-i Li -L-.
GEOTECHNOLOGY, INC.
ENGINEERING 4 ENVIRONMENTAL SERVICES
ST. LOUIS KANSAS CITY INOIANAPOUS
PILE DRIVING RECORD
JOB NO. gy,)7,o02. 12 PROJECT NAM7 J7K
CONTRACTOR Rob/NSonl DATE PREPARED BY AMI
HAMMER: \
MAKE & MODEL vp r
RAM WT 2 8 2 O
LB.
ACCESSORIES:
HAMMER CUSHION, DIMENSIONS MATERIAL.
PILE DRIVING CAP., MAKE WT.—LB.
PILE CUSHION, DIMENSIONS MATERIAL.
ADAPTER TYPE WT. LB.
MANDREL DESCRIPTION
DIMENSIONS WT. LB.
FOLLOWER DESCRIPTION
DIMENSIONS WT. LB.
ANVIL WT %t D LB.
STROKE RATED IN., MEASURED IN.
ENERGY RATED204 & 77 (_FT -LB, DELIVERED FT -LB
SPEED RATED sLowsnnlN, MEASURED BLOWSrMIN
STEAM OR AIR PRESS., HAMMER BOILER
BOUNCE CHAMBER PRESS., RATED MEASURED
PILE: PILE NUMBER
UNIT WEIGHT %3
VERTICAL t✓
ELEVATION OF GROUND .3I 1- S
ELEVATION OF PILE TIP 300• i-
JETTING PRESSURE & ELEVATIONS A a
LOCATION A'C TYPE 9p/U n -73
LB/FT DIMENSIONS CROSS-SECTIONAL 3• �X �/• (
BATTER 1 ON V
FT. ELEVATION OF CUT-OFF 3 / 3 FT.
FT. ELEVATION OF SPLICES 1. A • FT.
•,
DRIVING RESISTANCE
NUMBER NUMBER
FT.OF BLOWS FT.OF.BLOWS FT.
NUMBER NUMBER NUMBER
BLOWS FT. BLOWS �' OF BLOWS
LAST FOOT
BLOWSAN.
1 21 41
61 81
2 22 42
62 .8263
3 23 `3-7
63
' - 2"
4 24 44
845
4565
85
6 26 46
867
P
27 47
87
8 28 48
68 68
9 29 49
69 89
'
10 30 50
70 90
- 6"
11 31 51
71 91
1- 7"
12 32 52
72 92
13 33 53
73 93
- 811
14 34 54
74 94
15 35 55
75 95
' - 1011
16 36 56
76 96
17 37 57
77 97
18 38 58
78 98
- 11"
19 39 59
79 99
' - 1211
20 40 60
80 1o0
TIME: START TIME FINISH DRIVING DRIVING TIME
INTERUPTIONS (TIME, TIP ELEV. & REASON)
REMARKS: ALIGNMENT, PLUMBNESS, WATER, CLEANNESS, CONCRETING, DELAYS AND UNUSUAL DRMNG., f T�
SlEA 'T(NG P JLLEO N EAI) 01c Pr L � 7Zo Abp T -H � �ESEA--f-rD w/ S- plLowl , T�cN S oti/D
iZES EjO+ 7 YNG w/ S GOc✓S ��G
E �EAO Tri -T-e4 - 31R
GEOTECHNOLOGY, INC.
PILE DRIVING
RECORD
ENGINEERING a. ENVIRONMENTAL SERVICES
ST. LCUIS KANSAS CITY INDIANAPOUS
JOB NO. Uoow off. iii Y
PROJECT NAMEC (r,P ow G�F7 TT 4.
CONTRACTOR FoB/NSoN DATE
PREPARED BY
AMf
HAMMER:
ACCESSORIES:
MAKE & MODEL D e '`^� a ^3,-
HAMMER CUSHION, DIMENSIONS
MATERIAL.
RAM WT Ze20
LB.
PILE DRMNG CAP., MAKE
PILE CUSHION, DIMENSIONS
ADAPTER TYPE
WT. LB.
MATERIAL.
WT. LB.
ANVIL WT G?- 0 LB.
STROKE RATED IN., MEASURED IN.
ENERGY RATED �f �/ FT -LB, DELIVERED
FT -LB
MANDREL DESCRIPTION
SPEED RATED BLowsnlw, MEASURED
BLOWS/MN
DIMENSIONS
WT. LB.
STEAM OR AIR PRESS., HAMMER BOILER
FOLLOWER DESCRIPTION
BOUNCE CHAMBER PRESS., RATED MEASURED
DIMENSIONS
, WT. LB.
PILE: PILENUMBER y
LOCATION A TYPE 9PIV X73
UNIT WEIGHT -7 3
LB/FT DIMENSIONS CROSS-SECTIONAL
(� L - X Sf• 0"
VERTICAL ✓
BATTER 1 ON LJt R7-(C�L
ELEVATION OF GROUND
FT. ELEVATION OF CUT-OFF 313
FT.
ELEVATION OF PILE TIP
FT. ELEVATION OF SPLICES n - A .
FT.
JETTING PRESSURE & ELEVATIONS
DRIVING RESISTANCE
NUMBER NUMBER
FT. FT' FT'
NUMBER NUMBER NUMBER
FT' OF BLOWS FT' OF BLOWS
LAST FOOT
BLOWS/lN.
OF BLOWS OF BLOWS
OF BLOWS
1 1 21 41
61 81
I �,
82
/c) 0
2 ( 22 42
62
3 Z9 23 43
63 83
4 24 44
64 84
5 25 45
65 85
' - 3' I
6 26 46
66 66
1-411
7 27 47
67 87
I
28 48
68 88
' _ 5"
29 49
69 89
50
Flo,
70 90'-g"
51
71 91
' - 7"
12 52
r32
72 92
13 53
73 93
' - 8"
14 34 54
74 94
g
15 35 55
75 95
_
16 36 56
76 96
17 37 57
77 97
18 38 58
78 98
19 39 59
79 99
' - 1 2"
20 40 60
80 100
I TIME: START TIME -2;3c) FINISH DRIVING uo DRIVING TIME
INTERUPTIONS (TIME, TIP ELEV. & REASON)
REMARKS: ALIGNMENT, PLUMBNESS, WATER, CLEANNESS, CONCRETING, DELAYS AND UNUSUAL DRIVING. __
F \WAYNFFORMS%F-IEu-"-JJ. rn
GOTECHNINEERING & �OLOGA SINC.
ST. LOVAS KANSAS CITY M01M APOUS
PILE DRIVING RECORD i
JOB NO.11ccX,C)• (// PROJECT NAME CA F G/E�MOI—!4y LtF7- STi4. i
CONTRACTOR �o?,' NSON DATE -2 // of PREPARED BY l
HAMMER- /
MAKE &MODEL `-�+ 'b la -3a
RAM WT �U
LB.
ACCESSORIES:
HAMMER CUSHION, DIMENSIONS
PILE DRIVING CAP., MAKETWT.
PILE CUSHION, DIMENSIONS
ADAPTER TYPE
MANDREL DESCRIPTION
DIMENSIONS
FOLLOWER DESCRIPTION
DIMENSIONS
MATERIAL.
LB.
MATERIAL.
WT. LB.
WT. LB.
ANVIL WT Cllr�r LB.
STROKE RATED IN., MEASURED IN.
ENERGY RATED ZO % FT -LB, DELIVERED FT -LB
SPEED RATED I3L0WSWIN, MEASURED BLowsnmiN
STEAM OR AIR PRESS., HAMMER BOILER
BOUNCE CHAMBER PRESS., RATED MEASURED
PILE: PILE NUMBER S
UNIT WEIGHT -73
VERTICAL ✓
ELEVATION OF GROUND 3 / /, 'i-
ELEVATION OF PILE TIP 30.5--5-
JETTING PRESSURE & ELEVATIONS h.F
P8F FX( Al/ATInN TYpE' ^��FTTINC�.zT
LOCATION TYPE
LB/FT DIMENSIONS CROSS-SECTIONAL
BATTER 1 ON
FT. ELEVATION OF CUT-0FF -?/3'
FT. ELEVATION OF SPLICES n S
EaAnA —+U 'ons n�v nolt���A�^ �IGL-
f"P SVA -73
FT.
FT.
FT.
DRIVING RESISTANCE
FT NUMBER NUMBER
OF BLOWS FT. NUMBER
NUMBER NUMBER
OF BLOWS FT. NUMBER
BLOWS �'
NUMBER
OF BLOWS
LAST FOOT
BLOWS/IN.
1 6(4 21 41
61 S1
2 22 42
62 82
v
V
3 23 43
63 83
' -211
4 24 4,4
64 64
5 25 45
65 85
6 26 46
66 86
4"
7 27 47
67 87
8 28 48
68 88
1 -511
9 29 49
69 89
10 30 so
70 so
-6
11 31 51
71 91
12 32 52
72 92
13 33 53
73 93
14 34 54
74 94
15 35 55
75 95
1s 36 56
76 96
--
17 37 57
77 97
18 38 58
78 98
19 3s 59
79 ss'
-1211
—
20 40 60
so ADO
TIME: START TIME 2 6 FINISH DRIVING —p • s -c DRIVING TIME
INTERUPTIONS (TIME, TIP ELEV. & REASON)
REMARKS: ALIGNMENT, PLUMBNESS, WATER, CLEANNESS, CONCRETING, DELAYS AND UNUSUAL DRIVING.
.-...... vu� r_rn u Gul Fl D003. F
GEOTEGHN/OLOGYIRONMENTAL SEINC.ENGINEERINVICES PILE DRIVING
ST. LOUIS KANSAS CITY INOIANAPOUS
JOB NO. PROJECT NAMEC c- C
CONTRACTOR ?oRINSON DATE I l (o l PREPARED BY.
RECORD
A U c_ I FT S 1141,
HAMMER:
ACCESSORIES:
/
I�c �'�
HAMMER CUSHION, DIMENSIONS
MATERIAL.
NUMBER
FT. OF BLOWS
MAKE & MODEL y
121
LB.
RAM WT. ZBZQ
LB.
PILE DRIVING CAP., MAKE
WT.
2
ANVIL WT 6
LB.
PILE CUSHION, DIMENSIONS
MATERIAL.
Id
STROKE RATED IN., MEASURED
IN.
ADAPTER TYPE
, WT.
LB.
83
ENERGY RATED Zplb-1l FT -LB, DELIVERED
FT -LB
MANDREL DESCRIPTION
44
64
84
SPEED RATED BIAWS/MIN, MEASURED
BLOWS/M(N
DIMENSIONS
WT.
LB.
STEAM OR AIR PRESS., HAMMER BOILER
8
FOLLOWER DESCRIPTION
46
66
86
' 4"
BOUNCE CHAMBER PRESS., RATE//D MEASURED
DIMENSIONS
, WT.
LB.
87
PILE: PILE NUMBER t0
LOCATION
a�- TYPE
-I1PIC/X-23
68
88'
- 511
-73
LBIFT
DIMENSIONS CROSS-SECTIONAL
69
UNIT WEIGHT
'
v.�ffR T(C AL
30
50
VERTICAL L�--
90
BATTER 1 ON
3/3
11
FT.
ELEVATION OF GROUND 3//-57
FT.
ELEVATION OF CUT-OFF
711
12
32
ELEVATION OF PILE TIP -S05-'57
FT.
ELEVATION OF SPLICES fl -G
FT.
33
JETTING PRESSURE & ELEVATIONS lil.G
73
93
14
34
54
74
94
, - 911
15
35
55
DRIVING RESISTANCE
NUMBER NUMBER
OF BLOWS FT' OF.BLOWS
NUMBER
FT' OF BLOWS
NUMBER
FT. NUMBER
BLOWS
NUMBER
FT. OF BLOWS
LAST FOOT
BLOWSAN.
121
41
61
81
2
22
42
62
.82
Id
3
23
43
63
83
' - 2"
4
24
44
64
84
5
25
45
65
85
' - 311
8
26
46
66
86
' 4"
7
27
47
67
87
-
8
28
48
68
88'
- 511
9
29
49
69
ss
'
10
30
50
70
90
- 611
11
31
51
71
91
711
12
32
52
72
92
13
33
53
73
93
14
34
54
74
94
, - 911
15
35
55
75
95
16
36
56
76
96
' - 1 011
17
37
57
77
97
18
38
58
78
98
19
39
59
79
99
' - 1 211
20
40
60
80
100
TIME:
STARTTIME /0•"5 FINISH DRIVING
INTERUPTIONS (TIME, TIP ELEV. & REASON)
/0 !%
DRIVING TIME
-
REMARKS: ALIGNMENT, PLUMBNESS, WATER, CLEANNESS, CONCRETING, DELAYS AND UNUSUAL DRIVING.
7/ L % �y �F 7- To wA e A S W ES 7- -
FAWAYNf-�F-0RMS%REL-7)oM R
GEOTECHNOLOGY, INC.
PILE DRIVING RECORD
ENGINEERING A ENVIRONMENTAL SERVICES
5T. LOVIS KANSAS GN INDIAN MOUS
JOB NO. 14006,0 • l/ /Y
PROJECT NAME CA PS
CONTRACTOR eo $l"S oN DATE—2 PREPARED BY pMI
HAMMER:
ACCESSORIES:
MAKE & MODEL 'b�2 I / C -Ir -a
HAMMER CUSHION, DIMENSIONS MATERIAL.
RAM WT. a 9aLo
LB,
PILE DRIVING CAP., MAKE WT. LB.
PILE CUSHION, DIMENSIONS MATERIAL.
ADAPTER TYPE WT., LB.
AtML WT (D') -U
LB.
STROKE RATED IN., MEASURED
IN.
ENERGY RATED ZU (,7 1. FT -LB, DELIVERED
FT -LB
MANDREL DESCRIPTION
SPEED RATEDBLowsn/IN, MEASURED
sw uow�M
DIMENSIONS WT. LB.
STEAM OR AIR PRESS., HAMMER BOILER
FOLLOWER DESCRIPTION
BOUNCE CHAMBER PRESS., RATED_ MEASURED
DIMENSIONS , WT. LB.
6r TYPE ><�P X-3
PILE: PILE NUMBER /
LOCATION
UNIT WEIGHT -73
LB/FT DIMENSIONS CROSS-SECTIONAL
VERTICAL ✓
BATTER 1 ON VE ''-7-(C "�' L
ELEVATION OF GROUND 3 / �- S-
FT. ELEVATION OF CUT-OFF__3 / 3 FT.
ELEVATION OF PILE TIP 3�•
FT. ELEVATION OF SPLICES N -A - FT.
JETTING PRESSURE & ELEVATIONS
DRIVING RESISTANCE
NUMBER NUMBER
FT. NUMBERFT.
BLOWS FT. NUMBER
NUMBER NUMBER NUMBER
NUMBER
BLOWS FT. NUMBER
BLOWS OF BLOWS
LAST FOOT
BLOWS/IN.
1 aN21 41
61 81
62 82
2 22 42
3 23 43
63 83
4 24 44
64 84
5 -7 25 45
65 85
' - 3" i
6 26 46
&G 86
' 4"
7 27 47
67 87
-
, _ 51f
8 28 48
68 88
29 49
6989
, C „
30 50
F11
70 90
— V
31 51
7191-7„
32 52
72 92
13 33 53
73 9314
34 54
74 94,_g„15
35 55
75 95
16 36 56
76 96
' - 1 off
37 57
77 97
38 58
r1917
78 98
39 59
79 99
40 60
80 100
TIME: START TIME 11,00
FINISH DRMNG 1 - d S DRIVING TIME
INTERUPTIONS (TIME, TIP ELEV.
& REASON)
REMARKS: ALIGNMENT, PLUMBNESS, WATER, CLEANNESS, CONCRETING, DELAYS AND UNUSUAL DRMNG.
ST2A((rl--76 YC -0 lbTHP�E T '7 Foo r IIJ tito2TR So'/7N
r „N e vr.,r-�rt�t7 M S1Fl E1D003. FF
ENGINEERING SERN� .
ST. LOUIS KANSAS CITY INDIANAPOLIS
PILE DRIVING RECORD
JOB N0.cf-6X2200. i /y _ PROJECT NAME A Af cr(r Apt) CA 4(FT ST • I
CONTRACTOR i2o 3/N SoN DATE Z // (o / PREPARED BY SMS
HAMMER: I \\ 1
MAKE- & MODEL �Q `� _-� J
RAM WT. 2 020
LB.
ACCESSORIES:
HAMMER CUSHION, DIMENSIONS MATERIAL,
PILE DRIVING CAP., MAKE WT. LB.
PILE CUSHION, DIMENSIONS MATERIAL.
ADAPTER TYPE WT. -LB.
MANDREL DESCRIPTION
DIMENSIONS WT. _LB.
FOLLOWER DESCRIPTION
DIMENSIONS , WT. LB.
ANVIL WT. %ZO LB.
STROKE RATED IN., MEASURED IN.
ENERGY RATEDI FT-LB, DELIVERED FT-LB
SPEED RATED—BLOWS/MIN, MEASURED BLOWSWIN
STEAM OR AIR PRESS., HAMMER , BOILER
BOUNCE CHAMBER PRESS., RATED MEASURED
PILE: PILENUMBER 8
UNIT WEIGHT -73
VERTICAL f
ELEVATION OF GROUND �- S-
ELEVATION OF PILE TIP a 306. '5-
JETTING PRESSURE & ELEVATIONS r,.-
LOCATION I TYPE
LB/FT DIMENSIONS CROSS-SECTIONAL / �4 `�x ��•� `�
BATTER 1 ON vE P �l C rq c
FT. ELEVATION OF CUT-OFF S / 3 FT.
FT. ELEVATION OF SPLICES h • ti FT.
DRIVING RESISTANCE
NUMBER NUMBER
FT.OF BLOWS FT.OF.BLOWS FT.
NUMBER NUMBER NUMBER
BLOWS FT. NUMBER
BLOWS FT. OF BLOWS
LAST FOOT
BLOWSAN.
1 Wo (4 2141
61 81
1� v
y
2 22 42
62 82
S -
3 23 43
63 83
' - 2rr
4 24 44
64 64
s 2s 45
CIS 65
, _ 3..
6 1 y S- Irl " 26 46
66 86
41r
7 27 47
67 87
8 28 48
68 88
' - 5 1
9 29 49
69 89
'
10 30 50
70 90
- 6r.
11 31 51
71 91
' - 7u
12 32 52
72 92
13 33 53
73 93
' - 8"
14 34 54
74 94
, 91r
15 35 55
75 95
-
16 36 56
76 96'
- 1011
17 37 57
77 97
'
18 38 58
78 98
- 1"
1
19 39 59
79 99
1' - 1211
20 40 60
80 100
TIME: START TIME 1:20 FINISH DRIVING Z 5 DRIVING TIME
INTERUPTIONS (TIME, TIP ELEV. & REASON)
REMARKS: ALIGNMENT, PLUMBNESS, WATER, CLEANNESS, CONCRETING, DELAYS AND UNUSUAL DRMNG.
GEOTECHNOLOGY, INC.
ENaINEERINa 8 ENVIRONM[MAL SERVICES
ST. LOUIS KANSAS CITY INDIANAPOUS
PILE DRIVING RECORD
JOB NO. g00600- 1! r l Y PROJECT NAMECAP& G(ZAi'deAk-J e iFi s`r'A .
CONTRACTOR 'P0 e3i N SON, DATE PREPARED
�
HAMMER: (
MAKE & MODEL l �3-�
RAM WT Z�Zy
LB.
ACCESSORIES:
HAMMER CUSHION, DIMENSIONS MATERIAL.
PILE DRIVING CAP., MAKE WT.
PILE CUSHION, DIMENSIONS MATERIAL.
ADAPTER TYPE , WT.
MANDREL DESCRIPTION
DIMENSIONS WT.
FOLLOWER DESCRIPTION
DIMENSIONS WT.
LB.
LB.
LB.
LB.
ANVIL WT. (a20 LB.
STROKE RATED IN., MEASURED IN.
ENERGY RATED2e FT -LB, DELIVERED FT -LB
SPEED RATED B>_owsrMlN, MEASURED BUM-SWIN
STEAM OR AIR PRESS., HAMMER BOILER
BOUNCE CHAMBER PRESS., RATED MEASURED
PILE: PILENUMBER
UNIT WEIGHT 3
VERTICAL
ELEVATION OF GROUND S
ELEVATION OF PILE TIP 30p,
JETTING PRESSURE & ELEVATIONS -*1 - a
rr�r cz—�4�!erin � •rvpG:
?
LOCATION C I TYPE
LB/FT DIMENSIONS CROSS -SECTIONAL -LL --G- K(y�O"
BATTER 1 ON
FT. ELEVATION OF CUT-OFF 3 ��
FT. ELEVATION OF SPLICES tl • a
FT.
DRIVING RESISTANCE
NUMBER NUMBER
FT. OF BLOWS FT. OF BLOWS FT.
NUMBER NUMBER NUMBER
OF BLOWS FT. OF BLOWS FT. OF BLOWS
LAST FOOT
BLOWS/IN.
1 (d•(/ 21 41
61 81
�yl�
2 22 42
62 82
3 23 43
63
' -211
4 24 44
64 84
5 45
65 85
' -311
"
6 26 46
66 86
'
7 27 47
67 87
-411
8 28 48
68 88
9 29 49
69 89
10 30 50
70 90
- 611
CJ
11 31 51
71 91
12 32 52
72 92
13 33 53
73 93
14 34 54
74 94
15 35 55
75 95
36 56
76 96
37 57
77 97
38 58
F1917
7898
39 59
79 99
20 40 60
80 100
TIME: START TIME FINISH DRIVING DRIVING TIME
INTERUPTIONS (TIME, TIP ELEV. & REASON)
REMARKS: ALIGNMENT, PLUM BNESS, WATER, CLEANNESS, CONCRETING, DELAYS AND UNUSUAL DRIVING.
FAWAYNEVORMS FRODOM F'
� GEOTECHNOLOGY, INC.
PILE DRIVING RECORD
ENGINEERING & ENVIRONMENTAL SERVICES
ST. LOUIS KANSAS CITY INOIANAPOUS
JOB NO. yoaocic'? • 1 I 1
PROJECT NAMECf+pc U�QA.QOF.4 u L r� s
I
CONTRACTOR'Ro31 N SO N DATE
2/ / (O 1 PREPARED BY Des
HAMMER:
ACCESSORIES:
MAKE & MODEL Df (1-- b I a 3 2-
HAMMER CUSHION, DIMENSIONS MATERIAL.
RAM WT. 20 2- Q
LB.
PILE DRMNG CAP., MAKE WT.
PILE CUSHION, DIMENSIONS MATERIAL.
LB.
ANVIL WT. Co 2-0 LB.
STROKE RATED IN., MEASURED
IN.
ADAPTER TYPE WT-
LB.
ENERGY RATED70, G� FT -LB, DELfVERED
FT -LB
MANDREL DESCRIPTION
SPEED RATED BLOws1MIN, MEASURED
BLOWSIMIN
DIMENSIONS WT.
LB.
STEAM OR AIR PRESS., HAMMER , BOILER
FOLLOWER DESCRIPTION
BOUNCE CHAMBER PRESS., RATED MEASURED
DIMENSIONS ''WT.
LB.
PILE: PILE NUMBER
LOCATION TYPE -0'1V X -U-
UNIT WEIGHT i3
LB/FT DIMENSIONS CROSS-SECTIONAL ( -�G " X V-6
VERTICAL
BATTER 1 ON IJ E P T -IC FAL
ELEVATION OF GROUND 3 - 5
FT. ELEVATION OF CUT-OFF 3 13
FT.
ELEVATION OF PILE TIP 305-
FT. ELEVATION OF SPLICES /1-ck.
FT.
JETTING PRESSURE & ELEVATIONS /I -
- A GHU
I AKY LUKILLINU. HULt DA
DRIVING RESISTANCE
NUMBER NUMBER
NUMBER
FT.OF,BLOWS FT.
NUMBER NUMBER NUMBER
FT. FT.
LAST FOOT
FT.
BLOWS
BLOWS BLOWS BLOWS
BLOWSAN.
1 21 41
61 81
(
Nr
2 22 42
62 82
3 23 43
63 83
1-211
4 24 44
F6
64 84
5 25 45
' 65 85
' -311
26 46
66 86
I
7 IA&�y/69112" 27 47
67 87
_ 4.I
8 28 48
68 88
l-511
9 29 49 69 89
10 30 50
70 90
' - 6"
11 31 51
71 91
, -711
12 32 52
72 92
13 33 53
73 93
' - 81'
14 34 54
74 94
15 35 55
75 95
16 36 56
76 96
- 1011
17 37 57
77 97
18 38 58
78 98
19 39 59
79 99'
- 1211-
2"20
20 40 60
80 100
TIME: START TIME 3 ' -5 FINISH DRIVING 3 3 5 DRIVING TIME
INTERUPTIONS (TIME, TIP ELEV. & REASON)
--
REMARKS: ALIGNMENT, PLUMBNESS, WATER, CLEANNESS, CONCRETING, DELAYS AND UNUSUAL DRIVING. �_
GEOTECHNOLOGY, INC.
ENGINEERING A ENVIRONMENTAL SERVICES
ST. LOus KANSAS CITY INDIMAPOUs
PILE DRIVING RECORD
JOB NO. C/cCo o - Ig PROJECT NAME CAP& C-i�'4P��Au L (F7 s� 1
CONTRACTOR ,o F -q NSON DATE Z X 1/0 PREPARED BY L," Ij
HAMMER: fACCESSORIES:
MAKE &MODEL -b a - ��
RAM WT 2 ?,Z0
LB.
HAMMER CUSHION, DIMENSIONS MATERIAL.
PILE DRIVING CAP., MAKE WT. LB.
PILE CUSHION, DIMENSIONS MATERIAL.
ADAPTER TYPE WT. LB.
MANDREL DESCRIPTION
DIMENSIONS WT. LB.
FOLLOWER DESCRIPTION
DIMENSIONS , WT. LB.
ANVIL WT. CO 20
LB.
STROKE RATED IN., MEASURED IN.
ENERGY RATED F -T -LB, DELIVERED FT -LB
SPEED RATED BLOWS/MIN, MEASURED BLOWSJMIN
STEAM OR AIR PRESS., HAMMER , BOILER
BOUNCE CHAMBER PRESS., RATED MEASURED
PILE: PILE NUMBER I 1
UNIT WEIGHT %3
VERTICAL ✓
ELEVATION OF GROUND 31(• S
ELEVATION OF PILE TIP 3o-7
JETTING PRESSURE & ELEVATIONS ✓1 - a .
LOCATION C TYPE -73
LB/FT DIMENSIONS CROSS-SECTIONAL 3• X y• (o
BATTER 1 ON
FT. ELEVATION OF CUT-OFF 3 i3 FT.
FT. ELEVATION OF SPLICES fl - C;� FT,
$T7kRY-DR T.
DRIVING RESISTANCE
FT NUMBER NUMBER
OF BLOWS FT' OF,BLOWS �'
NUMBER NUMBER NUMBER
OF BLOWS �' OF BLOWS �' OF BLOWS
LAST FOOT
BLOWSIIN.
1 21 41
61 81
2 22 42
a
62 82�
3 23 43
63 83
_ 2
4 24 44
64 84
5 ss' 25 45
65 85
' _ 3'f
6 26 46
66 86
' 4
7 27 47
67 87
-
8 28 48
68 88
' - 5 1 1
9 29 49
69 89
10 30 50
70 90
_ 6..
11 31 51
71 91
7'•
12 32 52
72 92
13 33 `�
73 93
14 34 54
74 94
_ 9
15 35 55
75 95
16 36 56
76 96
' -1011 101
17 37 57
77 97
18 38 58
78 98
19 39 59
79 99'
- 12"
20 40 60
60 100
TIME: START TIME—']
FINISH DRIVING 4 • 2 S DRIVING TIME
INTERUPTIONS (TIME, TIP ELEV. & REASON
REMARKS: ALIGNMENT, PLUM BNESS, WATER, CLEANNESS, CONCRETING, DELAYS AND UNUSUAL DRIVING. ______
FAW AYNC,FORM S -1 El_D003. R
GEOTEC&EWPO otaA SENA.ENGNEERING PILE DRIVING RECORD
ST. LO VIS KANSAS GN INDIAN AF'OlJS
PROJECT NAMEC4-pc
JOB NO. oc'�G 09- l / l .CLr�.4R pERV ��Fi i I
CONTRACTOR DATE PREPARED BY
HAMMER: r ACCESSORIES:
MAKE & MODEL �e\Fz HAMMER CUSHION, DIMENSIONS MATERIAL.
RAM WT. 2 82t) LB. PILE DRIVING CAP., MAKE WT. LB.
ANVIL WT (/ ZO LB. PILE CUSHION, DIMENSIONS MATERIAL.
STROKE RATED IN., MEASURED IN, ADAPTER TYPE WT.. LB.
ENERGY RATEDW_ ( FT -LB, DELIVERED FT -LB MANDREL DESCRIPTION
SPEED RATED BLOws/MIN, MEASURED BLowsnliN DIMENSIONS WT. L8.
STEAM OR AIR PRESS., HAMMER , BOILER FOLLOWER DESCRIPTION
BOUNCE CHAMBER PRESS., RATED MEASURED DIMENSIONS , WT. LB.
PILE: PILENUMBER Z LOCATION IE7 4 TYPE HPIVX-73
UNIT WEIGHT LB/FT DIMENSIONS CROSS-SECTIONAL ! 3• x !�I•Co�
VERTICAL ✓ BATTER 1 ON VCP- ICA L
ELEVATION OF GROUND 3 �- FT. ELEVATION OF CUT-OFF 3 3 FT.
ELEVATION OF PILE TIP ��8 FT. ELEVATION OF SPLICES - FT. I
JETTING PRESSURE & ELEVATIONS n-0 .
_ � ROTARY DRILLING
DRIVING RESISTAt4CE
NUMBER
OF BLOWS FT'
NUMBER NUMBER
OF BLOWS FT' OF BLOWS
NUMBER
FT. NUMBER
BLOWS
NUMBER
FT. NUMBER
BLOWS
LAST FOOT
BLOWS/IN.
1
21
41
61
81
2
22
42
62
82
3
23
43
63
83
- 2`1
4
24
44
64
84
s
6
2s
26
,
4s
46
66
85
86
1 - �].7 II
' - 41I
7
27
47
67
87
s
28
48
68
88
' - 5 1 I
9
29
49
69
89
`-
10
30
50
70
90
6n
11
31
51
71
91
' - 711
1 2
32
52
72
92
13
33
53
73
93
, _ 81'
34
54
74
94
35
55
75
95
36
56
76
96
' - 1 01I
f2O
37
57
77
97
38
58
78
98
39
59
79
99
` - 1211
40 60 60 100
TIME: START TIME FINISH DRIVING DRIVING TIME
INTERUPTIONS (TIME, TIP ELEV. & REASON)
REMARKS: ALIGNMENT, PLUMBNESS, WATER, CLEANNESS, CONCRETING, DELAYS AND UNUSUAL DRMNG.
T / (- T I !� /e o T N O R T -H �S a cl ] fJ 3�Q �FO D'T Td wvA iP- D) \MeP 7 ,
F \WAYNEIFORMS'FRELDOOJ FF
GEOTEC&ENONOGA SEaN�.ENGINEE
PILE DRIVING RECORD
ST. LOVAS KANSAS CRY INOIANAPOUS
JOB NO. -/Uo762 of 1 Ni
PROJECT NAMEC G-IRAPACA0 CZFT STA- I
CONTRACTOR 7 o B, SIS 0"DATE z / I (o ( PREPARED BY
HAMM
ACCESSORIES:
MAKE & MODELHAMMER
�===::;�LB.
CUSHION, DIMENSIONS MATERIAL.
RAM WT
PILE DRIVING CAP., MAKE WT.
PILE CUSHION, DIMENSIONS MATERIAL.
ZAP E WT.
AD
LB.
LB.
ANVIL WT.
STROKE RATED IN., MEASURED IN.
ENERGY RATED FT -LB, DELIVERED
FT -LB
MANDREL DESCRIPTION--_
SPEED RATED BLOWSn+N, MEASURED
ILOWSMN
DIMENSIONS
LB.
STEAM OR AIR PRESS., HAMMER BOILER
FOLLOWER DESCRIPTION
BOUNCE CHAMBER PRESS., RATED MEASURED
DIMENSIONS WT.
LB.
U� �� 21 D D5 E Ez,PE
PILE: PILE NUMBER
LOCATION
UNIT WEIGHT
LB/FT DIMENSIONS CROSS-SECTIONAL
VERTICAL
BATTER 1 ON
ELEVATION OF GROUND
FT. ELEVATION OF CUT -OFF
-FT.
ELEVATION OF PILE TIP
FT. ELEVATION OF SPLICES
FT. ,
JETTING PRESSURE & ELEVATIONS
j
PRE -EXCAVATION TYPE: Ei JETTING, Ei AUGERING, [] ROTARY DRILLING: HOLE DIA IN., DEPTH -FT.
DRIVING RESISTA-NCE
NUMBER NUMBER
�' �' �'
NUMBER NUMBER NUMBER
�' OF BLOWS �' OF BLOWS
LAST FOOT
BLOWS/IN.
OF BLOWS OF.BLOWS
OF BLOWS
1 21 41
61 81
2 22 42
62 82
3 23 43
63 63
2"
4 44
64 84
5 25 45
65 85
' -31(
6 26 46
6686
' 4"
7 27 47
67 87
-
828
68 88
11
1 -511
`J
9 29 49
59
C 11
10 30 50
70 90
_
V
11 31 51
91
' - 711
12 32 52
72 92
13 33 53
73 93
' - 811
14 34 54
74
15 35 55
75 95
16 36 56
76 96
' - 1 011
17 37 57
77 97
18 38 58
78 98
19 39 59
79 99
20 40 60
t 80 100
1
TIME: START TIME
FINISH DRIVING DRIVING TIME
INTERUPTIONS (TIME, TIP ELEV. & REASON)
REMARKS: ALIGNMENT, PLUMBNESS, WATER, CLEANNESS, CONCRETING, DELAYS AND UNUSUAL DRIVING.
FS I /-a T o c t AT A,'(-
r c, T ! 7Z,!- ,' -7-FT
L7ES!(�/ PlL�I D E6ETc-o -t
-r�EJF �oc/� T�oxts.
FIELD ORDER
FIELD ORDER NO: LS -12
PROJECT NO: L13328
DATE: May 23, 2001
This form is to be used only for emergency instructions to a contractor where the time requires for prcEaauvu xulu �,..,.,--
a formal Change Order would result in delay or stoppage of the work, in accordance with Articles 1.19 and 9.5 of the General
Conditions of the Contract.
PROJECT: Lift Stations and Force Main
Cape Girardeau Sanitary Sewer Improvement Program
TO CONTRACTOR: Robinson Construction Co. CONTRACT DATE: June 27, 2000
You are hereby authorized to make the following changes in your contract for the above project:
Cast 4,000 p.s.i. concrete collars around field modified (enlarged) pipe openings in the precast
concrete Wet Well and Valve Vault at Lift Station No. 4. The concrete collars shall be a minimum of
(five) 5" thick around the exterior circumference segment of each structure's pipe penetration and shall
have a minimum height and width that will provide six (6) inches of concrete beyond the field enlarged
openings horizontally and vertically. Number 5 rebar dowels shall be installed according to the attached
sketches/data prepared by the Project Engineer, P.K. Mathai and dated May 23, 2001.
This Field Order is issued as a corrective measure for the unauthorized enlargement of pipe
openings. The pipe openings as cast by the Contractor's supplier did not match the elevation of pipe as
shown on the contract drawings and approved submittals.
The foregoing field order is issued in accordance with Section 9.5 of the Contract and does not involve
an adjustment in the contract price or the contract times and is compatible with the design concept of the
completed project as a functioning whole as indicated by the contract documents.
FOR
R THE ENGINEER TTY OF CAPE EAU FOR THE CONTRACTOR
DISTRIBUTION:
City of Cape Girardeau
Engineer
Contractor
Inspector
L3328-12.33ah.doc
05/23/01 10:54 U314 770 5113 SVERDRUP EN1' ll1V
Iz•-o' n•-o•
2a' r 2+• ALUNaIUM
71-d WS*E O.AWETER KArCN LAODEF d-O. e.-aOC DSA k-TER
VALVE MT PRECAST LFT STATION PRECAST
CONCRETE PPE 8. CHECK CONCRzn PIPE
VALVE (T'M.)
E4- rLEXIME
XPANSM JOINT
PPE SUPPORT,• VENT
(TYSCAL) ♦; MECH. CPLC.
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05/23/01 10:55
SVERDRUP
JOB --.-
V314 770 5113 SVERDRUP ENV DIN'
COMPUTATIONS FOR
SHEET NO. __-_---- 0F._____�r_
-- DATE
--
BY
U003
i•
U003
5/23/01 10:56
+
OVAL ITy
V314 770 5113
C
CprpnON
adur 3t, Hi Gel, is a 2-compo-
�nt. t00% solids, moisture -tolerant,
gn-modulus, high-strength, structural
rroxypaste adhesive. Itconforms tc the
cLrrent ASTM C-881 and AASHTO M-
.35 specifications.
WHERE TO USE
Structural bonding of concrete, ma-
sonry, metals, wood, etc. to a maxi-
mum glue line of 1/8 in.
Grout bolts, dowels, pins, vertical and
overhead, etc.
• Seals cracks and around injection
pores prior to pressure -injection grout-
ing.
Interior, vertical, and overhead repair
otconcrete as an epoxy mortar binder.
As a pick -proof sealant around vAn-
dows, doors, lock -ups etc. inside cor-
rectional facilities.
ADVANTAGES
• Tolerant of moisture before, during,
and after cure.
. High -modulus, high-strength, struc-
tural paste adhesive.
• Excellent adhesion to concrete, ma-
sonry, metals, wood, and most struc-
tural materials.
• Paste consistency ideal for vertical
and overhead applications.
• Fast -setting and strength -producing
adhesive.
• Convenient easy mix ratio A:B=2:1 by
volume.
• Potable -water approved.
• USDA -approved for use in food plants.
COVERAGE
1 gal. yields 231 cu. in. of epoxy paste
adhesive and grout.
1 gal. mixed with 1 gal. by loose volume
Of oven -dried aggregate yields approxi-
mately 346 cu. in. of epoxy mortar.
PACKAGING
3 -gal. units, 12-fi-oz. units, 12/case.
S1'RRDR[JP END i \ _ tµJ U U 4
1/97
Sikadur® 31, Hi -Mod Gel
High -modulus, high-strength, structural, epoxy paste
adhesive
TYPICAL •, •- • •r
IMaterial and coring conditions @ 73F (23C) and 507. R.H.)
SHELFLIFE 2 years in original, unopened containers
STORAGE Storedryat40-95F(4-35C).Conditionmateria lto65-75Fbefore
CONDITIONS using.
COLOR Concrete gray.
MIXING RATIO Component'A' : Component'B' - 2:1 by volume.
CONSISTENCY Non -sag paste.
POT LIFE Approximately 30 minutes 0 73F. (60 gram mass)
TACK-FREET/ME 2-3 hours.
TENSILE PROPERTIES (ASTM D-639)
14 day Tensile Strength 3,600 psi (24.8 MPa)
Elongation at Break O.4%
Modulus of Elasticity 7.5 X 101 psi
FLEXURAL PROPERTIES(ASTit1 D-790)
14day Flexural Strength
(Modulus of Rupture) 4,400 psi (30.3 MPa)
Tangent Modulus of Elasticity
in Bending 1.0 X 106 psi
SHEAR STRENGTH(ASTM D-73.2)
14 day Shear Strength 3,400 psi (23.4 MPa)
BOND STRENGTH (ASTM C-882): Hardened Concrete to Hardened Concrete
2 day (moist cure) Bond Strength 2,300 psi (15.9 MPa)
14 day (moist cure) Bond Strength 2,400 psi (16.6 MPa)
2 day (dry cure) Bond Strength 3,300 psi (22.7 MPa)
DEFLECTION TEMPERATURE(ASTM D-648)
T day Def lection Temperature 128F
(fiber stress loading = 264 psi)
WA TER ABSORPTION (ASTM D-570)
24 hour Total Water Absorption 0.79%
COMPRESS/VEPROPERTIES (ASTM D-695)
Compressive Strength, psi 4OF 73F 90F
2 hour - 900 (6.2 MPa)
4 hour 140 (0.9 MPa) 5,400 (37.2 MPa)
8 hour - 6,800(46.9MPa) 8.800 (60.7 MPa)
16 hour 400 (2.8 MPa) 9,600 (66.2 MPa) 10,100 (69.7 MPa)
1 day 3,900 (26.9 MPa) 9,800 (67.6 MPa) 11,700 (80.7 MPa)
3 day 6,700 (46.2 MPa) 11,300 (77.9 MPa)11,900 (82.1 MPa)
7 day 9,100 (62.8 MPa) 12,000 (82.8 MPa) 13,000 (89.7 MPa)
14 day 10.400 ( 71.7 MPa)12, 000 (82.8 MPa) 13,000(89.7 MPa)
28 day 11,200 (77.2 MPa)12,000 (82.8 MPa) 13,00(89.7 MPa)
MODULUS OFELASTTCtTY, PSI
7 day 3.9 X 105
24.3
FIELD ORDER
FIELD ORDER NO: LS -13
PROJECT NO: L13328
DATE: May 30, 2001
This form is to be used only for emergency instructions to a contractor where the time required for preparation and execution of
a formal Change Order would result in delay or stoppage of the work, in accordance with Articles 1. 19 and 9.5 of the General
Conditions of the Contract.
PROJECT: Lift Stations and Force Main
Cape Girardeau Sanitary Sewer Improvement Program
TO CONTRACTOR: Robinson Construction Co. CONTRACT DATE: June 27, 2000
You are hereby ordered to make the following changes in your contract for the above project:
Remove all visible oil, dirt, grout residue and loose paint from Lift Station No. 1 Wet Well walls
by compressed air nozzle blasting (SSPC-SP7/NACE 4 Brush-off Blast Cleaning). Tightly adherent
patch grout and paint may remain on the substrate if they cannot be removed by lifting with a putty
knife. Perform all work in accordance with the previously referenced standards of the Steel Structures
Painting Council (SSPC) and the National Association of Corrosion Engineers (MACE). Notify the
undersigned Engineer's Representative for inspection after blasting and clean-up (prior to coating).
REASON FOR FIELD ORDER: The painting contractor did not perform satisfactory surface
preparation work prior to applying the epoxy first coat to the wet well walls. Cross Hatch Adhesion
Tests performed by the Engineer's Representative on May 29, 2001, failed severely. See attached copy
of test tape.
The foregoing field order is issued in accordance with Section 9.5 of the Contract and does not involve
an adjustment in the contract price or the contract times and is compatible with the design concept of the
completed project as a functioning whole as indicated by the contract documents.
THE ENGINEER FO HE CITY OF CAPE IRARDEAU FOR TOf CONTRACTOR
DISTRIBUTION:
City of Cape Girardeau
Engineer
Contractor
Inspector
L3328-12.33aj.doc
CF
S�� STr2(� lE S�pC pF C�c, AT1ti C,
r
1REScLLT5 of ADNES16t1 TEST
L1F7i STA TIo,,-I tip, 2 — �2oJ�CT 1L133Zg
CAPE G1Q.A217EALk SAN,-ra 2y Sc WC2 /MPRvVEMEn� 1 �2oGRFlM
MR'J 2 Q Z c O l �y : ,/o t1 ts R. i3c jt jETT
Y�P�SE> SIDE
(Instructions on reverse side)
CHANGE ORDER
PROJECT Lift Stations and Force Main
No. LS -04 (FINAL)
DATE OF ISSUANCE E1U11 d IbNC [11R�R_FSOIIrZPFC
OWNER City of Cape Girardeau Missouri
APR 1 i 2002
OWNER's Contract No. 3521 Lift Stations and Force Main
CONTRACTOR Robinson Mechanical Contractors, Inc. ENGINEER Sverdrup Civil Inc.
d b a Robinson Construction Company
You are directed to make the following changes in the Contract Documents:
Description: Increase the Contract Price and modify the Contract Documents to incorporate the changes set forth in the
attached Work Change Directives and Field Order. Adjust unit price items to actual quantities installed as detailed in
Attachment 1. Utilize Remedial Funds placed in Escrow on November 6, 1997.
Reason for Change Order: Change in Contract Price is due to actual quantities of vi i'k performed and/or authorized by the
attached Work Change Directives.
Attachments: List of Additions and Deletions, Work Change Directive Nos. LS -08 through LS -10, Field Order No. LS -14
and Agreement to Utilize Remedial Funds dated December 4, 2001.
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:
Original Contract Price Original Contract Times
Substantial Completion: 425 Calendar days
$ 4,899,665.00 Ready for final payment: 455 Calendar days
days or dates
Net changes from previous Change Orders No.LS-01 to No.LS-03 Net change from previous Change Orders No.LS-01 to No.LS-03
$ + 25 411.72 122 Calendar days
days
Q
Contract Price prior to this Change Order Contract Times prior to this Change Order
Substantial Completion: 547 Calendar days
$ 4,925,076.72 Ready for final payment: 577 Calendar days
days or dates
Net Increase () of this Change Order Net Increase (decrease) of this Change Order
$ 373.41 -
days
Contract Price with all approved Change Orders Contract Times with all approved Change Orders
Substantial Completion: 547 Calendar days
$ 4,925,450.13 eady for final payment: 577 Calendar days
days or dates
RECOMMENDED: APPROV ACCEPTED:
BY: B BY:
Engineer (Authorized Signature) er Michael G. Miller, City Manager Contractor (Authorized Signature)
Date: T'/ ��y'` Date: 2 r— b Z—_ s Date:
EJCDC No. 1910-8-B (1990 Edition)
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America L3328 -12.42g
CHANGE ORDER
INSTRUCTIONS
A. GENERAL INFORMATION
This document was developed to provide a uniform format for handling contract changes that affect Contract
Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into
a subsequent Change Order if they affect Contract Price or Times.
Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The
practice of accumulating change order items to reduce the administrative burden may lead to unnecessary
disputes.
If Milestones have been listed any effect of a Change Order thereon should be addressed.
For supplemental instructions and minor changes not involving a ch?.nge in the Contract Price or Contract Times,
a Field Order may be used.
B. COMPLETING THE CHANGE ORDER FORM
Engineer initiates the form, including a description of the changes involved and attachments based upon
documents and proposals submitted by Contractor, or requests from Owner, or both.
Once Engineer has completed and signed the form, all copies should be sent to Contractor for approval. After
approval by Contractor, all copies should be sent to Owner for approval. Engineer should make distribution of
executed copies after approval by Owner.
If a change only applies to Contract Price or to Contract Times, cross out the part of the tabulation that does not
apply.
ATTACHMENT 1
CHANGE ORDER NO. LS -04 (FINAL)
TO CONTRACT NO. 3521
LIFT STATIONS & FORCE MAIN PROJECT
CAPE GIRARDEAU SANITARY SEWER IMPROVEMENT PROGRAM
LIST OF ADDITIONS AND DELETIONS
The following changes are hereby made to the Contract Documents:
ADD: AMOUNT
A. Remove and replace a 7 -inch thick by 20 ft. wide by 20 ft. long
section of P.C.C. Pavement, in accordance with Work Change
Directive No. LS -08, dated October 18, 2001 +$1,555.56
B. Install a float switch complete with control panel modifications
at Lift Station No. 1, in accordance with Work Change Directive
No. LS -09, dated November 20, 2001 + 1,275.35
C. Install one (1) sewer service lateral reconnection (Bid Item G),
in accordance with Work Change Directive No. LS -10, dated
November 30, 2001 + 1,514.00
D. Fill 30 -inch pipe from LS4MH-B1 to existing 60 -inch storm
sewer with fly ash slurry. Adjust the quantities of Bid Item H.2.b
from 110 L.F. to 130 L.F. with additional footage over the original
contract amount: 20 lineal ft. at $13.00 per L.F. = + 260.00
DELETE:
E. Bid Item D.1, 24 -inch Storm Sewer Pipe is decreased to 325.5 lineal
feet with a reduction of footage below the original contract amount:
6.5 lineal ft. at $59.00 per L.F. = (383.50)
F. Bid Item E.5, Manholes with Air Valves is decreased from 9 each
to 8 each. Re-routing of Force Main from Station 76+42 to 81+46
eliminated the need for Combination Air Valve No. 4. Reduction
of quantities below the original contract amount:
One (1) each at $2,788.00 ea. _ (2,788.00)
G. Bid Item H. La, Pipe and Manhole Abandonment — Sewer and Force
Main Plugs 6" — 12" Pipe is decreased from 33 each plugs to 23 each
plugs. Reduction of quantities below the original contract amount:
Ten (10) each at $106.00 ea. = (1,060.00)
TOTAL INCREASE IN CONTRACT PRICE: S 373.41
L3328 -12.42g
ATTACHMENT 1
CHANGE ORDER NO. LS -04 (FINAL)
TO CONTRACT NO. 3521
LIFT STATIONS & FORCE MAIN PROJECT
CAPE GIRARDEAU SANITARY SEWER IMPROVEMENT PROGRAM
LIST OF ADDITIONS AND DELETIONS
Note: 1. Also attached is Field Order No. LS -14 directing the Contractor to over -excavate soft soil
in the bottom of Lift Station No. 3 Wet Well excavation and backfill with clean compacted
sand with no change in contract price or contract time.
2. Agreement to Utilize Remedial Funds, dated December 4, 2001, will compensate the
Owner for defects defined on Page 2 of the agreement. (See attached copy.)
EJCDC No. 1910-8-B (1990 Edition)
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America L3328-12.428
CHANGE ORDER
. •1
(Instructions verse side) No. LS -04 (FINAL)
PROJECT Lift Stations and I+brce Main
DATE OF ISS ANCE EFFECTIVE DATE
OWNER Ci otC a Girardeau Missouri
OWNER's Contract No. 3521 Lift Stations and Force Main
CONTRACTOR Robinson Mechanical Contractors, Inc. ENGINEER Sverdrup Civil, Inc.
d b a Robinson Construction Company
You are directed to make the following changes in the Contract Documents:
Description: Increase the Contract Price and modify the Contract Documents to incorporate the changes set forth in the
attached Work Change Directives and Field Order. Acutist unit price items to actual quantities installed as detailed in
Attachment 1. Utilize Remedial Funds placed in Escrow on November 6, 1997.
Reason for Change Order: Change in Contract Price is due to actual quantities of work performed and/or authorized by the
attached Work Change Directives.
Attachments: List of Additions and Deletions, Work Change Directive Nos. LS -08 through LS -10, Field Order No. LS -14
and Agreement to Utilize Remedial Funds dated December 4, 2001.
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:
Original Contract Price Original Contract Times
Substantial Completion: 425 Calendar days
$ 4,899,665.00 Ready for final payment: 455 Calendar days
days or dates
Net changes from previous Change Orders No.LS-01 to No.LS-03 Net change from previous Change Orders No.LS-01 to No.LS-03
$ + 25 411.72 122 Calendar days
days
Contract Price prior to this Change Order Contract Times prior to this Change Order
Substantial Completion: 547 Calendar days
$ 4,925,076.72 Ready for final payment: 577 Calendar days
days or dates
Net Increase () of this Change Order Net Increase (decrease) of this Change Order
$ 373.41 -0-
days
Contract Price with all approved Change Orders C tract Times with all approved Change Orders
Substantial Completion: 547 Calendar days
$ 4,925,450.13 Ready for final payment: 577 Calendar days
days or dates
RECOMMENDED: APPR ED: ED:
BY:;4. se (f (/C�/� BY:
Engineer (Authorized Signature) Owner Michael G. Miller,�CityMan�agcr Contractor ( uthorized Signature)
Date: 9�
� 0't-- Date: S Date:
EJCDC No. 1910-8-B (1990 Edition)
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America L3328 -12.42g
' A
ATTACHMENT 1
CHANGE ORDER NO. LS -04 (FINAL)
TO CONTRACT NO. 3521
LIFT STATIONS & FORCE MAIN PROJECT
CAPE GIRARDEAU SANITARY SEWER IMPROVEMENT PROGRAM
LIST OF ADDITIONS AND DELETIONS
The following changes are hereby made to the Contract Documents:
:11
A. Remove and ::;place a 7 -inch thick by 20 ft. wide by 20 ft. long
section of P.C.C. Pavement, in accordance with Work Change
Directive No. LS -08, dated October 18, 2001
B. Install a float switch complete with control panel modifications
at Lift Station No. 1, in accordance with Work Change Directive
No. LS -09, dated November 20, 2001
C. Install one (1) sewer service lateral reconnection (Bid Item G),
in accordance with Work Change Directive No. LS -10, dated
November 30, 2001
D. Fill 30 -inch pipe from LS4MH-B 1 to existing 60 -inch storm
sewer with fly ash slurry. Adjust the quantities of Bid Item H.2.b
from 110 L.F. to 130 L.F. with additional footage over the original
contract amount: 20 lineal ft. at $13.00 per L.F. =
DELETE:
E. Bid Item D.1, 24 -inch Storm Sewer Pipe is decreased to 325.5 lineal
feet with a reduction of footage below the original contract amount:
6.5 lineal ft. at $59.00 per L.F. =
F. Bid Item E.5, Manholes with Air Valves is decreased from 9 each
to 8 each. Re-routing of Force Main from Station 76+42 to 81+46
eliminated the need for Combination Air Valve No. 4. Reduction
of quantities below the original contract amount:
One (1) each at $2,788.00 ea. _
AMOUNT
+$1,555.56
+ 1,275.35
+ 1,514.00
+ 260.00
(383.50)
(2,788.00)
G. Bid Item H. La, Pipe and Manhole Abandonment — Sewer and Force
Main Plugs 6" — 12" Pipe is decreased from 33 each plugs to 23 each
plugs. Reduction of quantities below the original contract amount:
Ten (10) each at $106.00 ea. = (1,060.00)
TOTAL INCREASE IN CONTRACT PRICE: S 373.41
L3328 -12.42g
ATTACHMENT 1
CHANGE ORDER NO. LS -04 (FINAL)
TO CONTRACT NO. 3521
LIFT STATIONS & FORCE MAIN PROJECT
CAPE GIRARDEAU SANITARY SEWER IMPROVEMENT PROGRAM
LIST OF ADDITIONS AND DELETIONS
Note: 1. Also attached is Field Order No. LS -14 directing the Contractor to over -excavate soft soil
in the bottom of Lift Station No. 3 Wet Well excavation and backfill with clean compacted
sand with no change in contract price or contract time.
2. Agreement to Utilize Remedial Funds, dated December 4, 2001, will compensate the
Owner for defects defined on Page 2 of the agreement. (See attached copy.)
EJCDC No. 1910-8-B (1990 Edition)
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America 13328-12.42g
(Instructions on reverse side)
WORK CHANGE DIRECTIVE
PROJECT: L13328 Lift Stations and Force Main
Sanitary Sewer Improvement Program
DATE OF ISSUANCE: October 18, 2001
No. LS -08
EFFECTIVE DATE: October 18, 2001
OWNER:. City of Cape Girardeau, Missouri
OWNER's Contract No.: 3521, Lift Stations and Force Main
CONTRACTOR: Robinson Construction Co. ENGINEER: Sverdrup Civil, Inc.
You are directed to proceed promptly with the following change(s):
Description: Remove and replace a 7 -inch thick by 20 ft. wide by 20 ft. long section of Portland Cement Concrete Pavement immediately South
of the pavement removed for construction of the gravity sewer for EXMH-SR19 to EXMH-SR20. Reconstruction of this pavement shall be in
accordance with the City of Cape Girardeau Pavement Standards and Specification 02520 of this Contract. The above work shall be at a cost of
$35.00 per sq. yd. X 44.444 sq. yd. = $1,555.56.
Purpose of Work Change Directive: During construction of the gravity sewer from EXMH-SR19 to EXMH-SR20 it was observed that the
20 ft. X 20 ft. block of pavement developed cracks due to the deteriorated condition. This condition was beyond the control of the Contractor and
warranted replacement.
Attachments: Request for Proposal No. LS -06, Contractor's Proposal and City of Cape Girardeau Cost Index 2000-2001.
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change
Order based thereon will involve one or more of the following methods of determining the effect of the change(s).
Method of determining change in
Contract Price:
❑ Unit Prices
❑ Lump Sum
❑ Other Contractor's Proposals
Estimated increase () in Contract Price
$ 1,555.56
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
RECOMMENDED:
Method of determining change in
Contract Times:
❑ Contractor's records
❑ Engineer's records
❑ Other
Estimated increase (decrease) in Contract Times:
Substantial Completion: N/A days;
Ready for final payment: N/A days.
If the change involves an increase, the estimated
times are not to be exceeded without further
authorization.
AUTHORIZED:
Sverdrup Civil Inc. City of Cape Girardeau
ENGINEER OWNER
By. ow1�
By: (Autho�igawdlurc)
(Authorized Signature)
L3328-12.34t.doc
EJCDC No. 1910-8-F (1990 Edition)
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America.
DATE: October 10, 2001
PROJECT NO.: L13328
SVERDRUP CIVIL, INC.
REQUEST FOR PROPOSAL
City Project No.: 3521
PROJECT TITLE: Lift Stations and Force Main
Sanitary Sewer Improvement Program
Cape Girardeau, Missouri
CONTRACTOR: Robinson Construction Company
P.O. Box 388
Perryville, MO 63775
OWNER: City of Cape Girardeau, Missouri
c/o City Engineer's Office
401 Independence Street
Cape Girardeau, MO 63701
s
R.F.P. No. LS -06
Proposals for each item of work, as described below, shall be in strict accordance with Article 1 U
— CHANGES IN THE WORK of the General Conditions of the Contract.
ITEM DESCRIPTION:
Remove and replace a 7 -inch thick by 20 ft. wide by 20 ft. long section of Portland Cement
Concrete Pavement immediately South of the pavement removed for construction of the gravity
sewer for EXMH-SR19 to EXMH-SR20. Reconstruction of this pavement shall be in
accordance with the City of Cape Girardeau Pavement Standards and Specification 02520 of this
Contract.
Authorized by: Requested by: CD62-1= le
Mark ster
R Bennett
City Engineer Resident Project Rep.
odghw: Co*=Wr Copy: Construction Inspedor & Project En&W 2 32$4"5L&0W1
Robinson
Construction
"Delivering Experience"
2411 Walters Lane
Perryville, Missouri 63775
October 11, 2001
Mr. John Bennett
Sverdrup Civil, Inc.
401 Independence Stree -
P.O. Box 1604
Cape Girardeau, MO 63702-1604
Re: Lift Stations Et Force Main Project
Cape Girardeau, MO
Dear John,
Reference is made to your Request for Proposal No. LS -06 dated October 10, 2001. In accordance with
your request, the lump sum price to remove and replace a 7 -inch thick by 20 ft. wide by 20 ft. long
section of Portland Cement Concrete Pavement is $1555.56.
Your consideration of this proposal will be greatly appreciated.
Sincerely,
ROBINSON CONSTRUCTION COMPANY
Chris Cissell
Assistant Project Manager
SvCv FiE't�D oFFicE
o 573-547AM7
f 573.547.8398
71' a 90
www.rob insoncons truction.com
RAConstruction\job files\430 - Cape Lift Stations iY Force Main\01A - Change Orders\430 letter to john re rfp 1s-06 10-11-01.doc
11
2000-2001 Cost Index
UNIT OLD COST REVISED COST LOW COST HIGH COST
AVERAGE AVERAGE AVERAGE
Street Section
4" SIDEWALK
SY
$27.73
$25.14
$22.35
$30.74
6" INTEGRAL CURB
LF
$3.27
$2.18
$1.70
$3.67
6" P.C.C. TRAFFIC ISLAND
SY
$25.00
$36.54
$23.08
$50.00
8" COMBINED UPRIGHT P.C.C. CURB AND GUTTER
LF
$9.00
8" INTEGRAL CURB
LF
$4.50
$3.81
$1.71
$8.00
8" P.C.C. PAVEMENT WITH 6" INTEGRAL CURB
SY
$23.50
ADJUST MANHOLE
EA
$250.00
$296.57
$236.00
$507.50
ADJUST WATER/GAS GUARDS
EA
$100.00
$59.38
$35.00
$100.00
AGGREGATE BASE 4"
SY
$2.64
$3.38
$2.36
$4.27
ASPHALT
TON
$35.31
$46.45
$38.79
$57.17
ASPHALT OVERLAY
SY
$22.09
ASPHALT PAVEMENT 10"
SY
$14.50
BORROW
CY
$7.00
BORROW, COMPACI ED IN PLACE
CY
$153.00
CLEARING & GRUBBING
ACRE
$4,917.58
$4,584.06
$2,130.00
$7,038.12
COMBINATION CURB & 6" GUTTER
LF
$13.75
$19.63
$15.50
$21.00
COMPACTION OF EMBANKMENT
CY
$4.63
CONCRETE
CY
$51.25
CONCRETE 4 HOUR M!X
CY
$112.20
$141.70
$66.10
$156.82
CONCRETE MEDIAN
SY
$46.63
CONCRETE REMOVAL
SY
$18.20
$15.28
$10.09
$23.43
CURB RAMP
EA
$490.90
$511.50
$369.17
$725.00
DEMOLITION & REMOVAL PAVEMENT
SY
$32.87
DRIVEWAY APPROACHES GRAVEL
SY
$9.50
DRIVEWAY APPROACHES P.C.C.
SY
$25.00
DRIVEWAY -6" P.C.C.
SY
$27.00
$27.26
$22.90
$31.38
EXCAVATION CLASS A
CY
$112.86
$118.33
$90.00
$175.00
EXCAVATION CLASS B
CY
$4.38
$4.45
$3.06
$6.26
EXCESS EXCAVATION
CY
$8.50
GRANULAR BACK FILL
CY
$23.25
GRAVEL
TON
$8.00
$9.00
$8.00
$9.50
GRAVEL SHOULDER -4"
SY
$2.75
GROUT FILL
CY
$150.00
LIQUID ASPHALT
GAL
$1.06
$1.65
$1.33
$2.02
MILLING
SY
$8.40
$11.93
$6.04
$20.75
P.C.C. PAVEMENT 6"
SY
$16.00
$22.63
$20.43
$24.82
P.C.C. PAVEMENT 7"
SY
$19.00
$21.78
$19.74
$25.30
P.C.C. PAVEMENT 8"
SY
$22.00
PAVEMENT DEMOLITION
SY
$2.00
.PAVEMENT FABRIC
SY
$1.32
$1.97
$1.45
$2.18
PAVEMENT LUG
EA
$3,856.25
PAVEMENT REPAIR
SY
$7.50
PREPARE SUBGRADE-TYPE If AGGREGATE
TON
$12.50
$14.40
$12.00
$19.20
REMOVE AND REPLACE CURB AND GUTTER
LF
$18.78
$16.60
$15.00
$19.00
REMOVE AND REPLACE ASPHALT PAVEMENT
SY
$68.66
REMOVE AND REPLACE PAVEMENT
sy
$61.38
$45.04
$35.00
$77.60 -4 C LTi COST
ANIGcRA GE.S
REMOVE AND REPLACE PAVEMENT & CURB
LF
$73.53
REMOVE CONC. AND REPLACE W/TEMP ASPHALT
LF
$75.47
REMOVE EXISTING CURB
LF
$8.50
$10.40
$10.00
$12.00
ROLLED CURB
LF
$2.92
STREET GRADING
LF
$2.81
$3.00
$2.50
$3.50
STRIPING
LF
$2.25
$0.84
$0.52
$1.47
SUBGRADE REPAIR
SY
$21.75
$28.22
$24.83
$35.00
SUBGRADE REPAIR (C.Y.)
CY
$94.80
$53.78
$35.20
$59.97
TACK
GAL
$1.50
$2.00
$2.00
$2.00
TRAFFIC CONTROL
LS
$3,277.78
$1,100.00
$750.00
$1,275.00
f, "
WORK CHANGE DIRECTIVE
No. LS -09
(Instructions on reverse side)
PROJECT: L13328 Lift Stations and Force Main
Sanitary Sewer Improvement Program
DATE OF ISSUANCE: November 20, 2001
OWNER:. City of Cape Girardeau, Missouri
OWNER's Contract No.: 3521, Lift Stations and Force Main
CONTRACTOR: Robinson Construction Co.
EFFECTIVE DATE: November 20, 2001
ENGINEER: Sverdrup Civil, Inc.
You are directed to proceed promptly with the following change(s):
Description: Furnish all parts, labor, equipment and appurtenances to install a float switch complete with control paneTmodifications
a redundant float switch control through the Universal Pump Controller all
to allow the Lift Station No. 1 control panel to operate as
as described in the attached documents.
Purpose of Work Change Directive: This proposed change will provide redundant control to prevent a sanitary sewer overflow in
the event of a primary sensor failure.
Attachments: Request for Proposal No. LS -07, Contractor's Proposal dated November 14, 2001 and the proposal from Vandevanter
Engineering dated November 9, 2001.
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change
Order based thereon will involve one or more of the following methods of determining the effect of the change(s).
Method of determining change in
Contract Price:
❑ Unit Prices
❑ Lump Sum
® Other Contractor's Proposal
Estimated increase () in Contract Price:
$ 1275.35
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
RECOMMENDED:
Method of determining change in
Contract Times:
❑ Contractor's records
❑ Engineer's records
❑ Other
Estimated increase (decrease) in Contract Times:
Substantial Completion: -0- days;
Ready for final payment: -0- days.
If the change involves an increase, the estimated
times are not to be exceeded without further
authorization.
AUTHORIZED:
Sverdrup Civil Inc. City of Cape Girardeau
ENGINEER OWNER
By: n By: -a-, 6�� )
(Authorized Signature) (Autho ' Signature)
L3328-12.34v.da
EJCDC No. 1910-8-F (1990 Edition)
ts Committee and endotsod by The Associated General Contractors of America.
prepared by the Engineers Joint Contract Documen
DATE: October 30, 2001
PROJECT NO.: L13328
SVERDRUP CIVIL, INC,.
REQUEST FOR PROPOSAL
City Project No.: 3521
PROJECT TITLE: Lift Stations and Force Main
Sanitary Sewer Improvement Program
Cape Girardeau, Missouri
CONTRACTOR: Robinson Construction Company
P.O. Box 388
Perryville, MO 63775
OWNER: City of Cape Girardeau, Missouri
c% City Engineer's Office
401 Independence Street
Cape Girardeau, MO 63701
R.F.P. No. LS -07
Proposals for each item of work, as described below, shall be in strict accordance with Article 10
— CHANGES IN THE WORK of the General Conditions of the Contract.
ITEM DESCRIPTION:
Install an additional float switch in Lift Station No. 1 Wet Well at elevation 317.00 feet (Pump
One off elevation). This float switch shall be a type "S" roto float manufactured by Anchor
Scientific as submitted in Shop Drawing Submittal No. LS -19. The float switch shall be wired to
the Model No. 11436 Universal Pump Controller to serve as a "float backup" as described in
paragraph 3.3.3 of Specification Number DS 114361 published by the Pump Controller
manufacturer, Digital Control Corporation. The controller shall operate in accordance with the
previously referenced paragraph 3.3.3 by calling the lead pump when the high float is activated.
After delay, if the high float is still under water, then the next pump will be called This will
continue until all available pumps are on or until the high float is out of the water. When the
level is pumped down to the off float all pumps will stop.
It is the intention of this proposed change to provide redundant control to prevent a sanitary
sewer overflow in the event of a primary sensor failure. The completed installation shall
function as described paragraph 3.3.3 of Specification Number DS 11436I.
Authorized by: Requested by: iC ,
Mar sten Jo R Bennett
City Engineer Resident Project Rep.
Od&aL. Coaft"" Copy. Can*uctiw RMveW & Projat Eagiaar ? t IG t.
Robinson
Construction
"Delivering Experience"
2411 Walters Lane
Perryville, Missouri 63775
November 14, 2001
Mr. John Bennett
Sverdrup Civil, Inc.
401 Independence Street
Cape Girardeau, MO 63701
Re: Lift Stations Et Force Main Project
Sanitary Sewer Improvement Program
Cape Girardeau, Missouri
Dear Mr. Bennett:
Reference is made to your Request for Proposal No. LS -07 dated October 30, 2001. In accordance with
your request, I propose the following price changes to account for the necessary modifications to the
Lift Station No. 1 Control Panel to create a redundant control system:
Installation of 1 additional float switch including all
necessary control panel modifications X1,109.00
Total Cost Impact - Supplier Cost $1,109.00
15% Contractor's Fee Per General Condition 11.6.2.1 � 166.35
Total Price Change this Proposal $1,275.35
I have also attached a copy of Vandevanter's Proposal No. VE -110901.
Your consideration of this proposal will be greatly appreciated.
Sincerely,
ROBINSON CONSTRUCTION COMPANY
Chris Cissell
Assistant Project Manager
HD[E CO)EN L2
SvC✓ FiF�D OrFiC
L332 S ' 10.3'
o 573.547.8397
f 573.547.8398
www.robinsonconstruction.com
R:\Construction\job files\430 - Cape Lift Stations Et Force Main\01A - Change Orders\430 proposal to john bennett re rfp Ls -07 11.14.01.doc
�-VANDEVANTER ENGINEERING
a division of Lee Mathews Equipment
November 9, 2001 _ ..
PROPOSAL NO. VE -110901 r� -
Mr. Chris Cissell
ROBINSON CONSTRUCTION CO.
P.O. Box 388
Perryville, MO 63775
6
NOV I
3 2001
J "u, ' J I
SUBJECT: CAPE GIRARDEAU, MO -
MODIFICATIONS TO LIFT STATION #1 CONTROL PANEL
Dear Chris:
We are pleased to provide our quotation on the following equipment for the above -referenced project
in response to R.F.P. No. LS -07:
ONE (1) Lump Sum of parts and labor, to allow the Lift Station #1 control panel to operate as
-a redundant float switch control panel.- Labor will be performed by personnel from the
control panel manufacturer to enable a like -new warranty to be provided. Materials to
be provided include wire, float switch, intrinsically -safe barrier, terminal strip and new
as -built drawings. Work will be performed on site in Cape Girardeau and includes
travel
TOTAL PRICE FOR ALL LISTED ABOVE..........................................$1,109.00
NOTE: Installation of float switch(es) is not included and is assumed to be provided by the
Electrical Contractor.
TERMS: NET 30 days with approved credit. An interest charge of 1-1/2% will be added to balances
over 30 days. Retainage of any invoiced amount is unacceptable unless specifically agreed to by
Vandevanter Engineering at the time of order, and shall in no case exceed a period of 120 days.
Any sales/use tax will be in addition to the above price, and will be added to the billing unless the
purchaser provides an exemption certificate acceptable to the taxing authorities. Prices quoted shall
remain firm for a period of thirty (30) days, after which they are subject to change without notice.
If, after reviewing the above proposal, you have any further questions or comments regarding this
proposal, please feel free to contact us at (636) 343-8880. If the proposal meets with your approval,
please sign, date, and mail or fax a copy back to our office, and we will order your equipment.
VA)WEVANTER ENGINEERING
a division of Lee Mathews Equipment
1617 MANUFACTURERS DRIVE,
FENTON, MISSOURI 63026
(636) 343-8880, FAX (636) 343-1720
Mr. Chris Cissell
ROBINSON CONSTRUCTION CO.
PROPOSAL NO. VE -110901
Page -2-
Thank you for the opportunity to work with you on this project. If we can be of any further assistance,
please let us know.
Sincerely,
VANDEVANTER ENGINEERING CO.
Richard L. Koch, P.E.
RLK: mj d
ACCEPTED THIS DATE BY.
COMPANY
TITLE
' WORK CHANGE DIRECTIVE
No. LS -10
(Instructions on reverse side)
PROJECT: L13328 Lift Stations and Force Main
Sanitary Sewer Improvement Program
DATE OF ISSUANCE: November 30, 2001
OWNER:. City of Cape Girardeau, Missouri
EFFECTIVE DATE: November 30, 2001
OWNER's Contract No.: 3521, Lift Stations and Force Main
CONTRACTOR: Robinson Construction Co. ENGINEER: Sverdrup Civil, Inc.
You are directed to proceed promptly with the following change(s):
Description: Add one (1) sewer service lateral reconnection (Bid Item G) at the Contract Unit Price` of $1,514.00 each at the Laundry
Building adjacent to the Main CSO Sewer Line B between manholes MNMH-B6 and MNMH-B7. (See attached drawings for
details.) Reconnect the service lateral to Sanitary Sewer Line `B".
Purpose of Work Change Directive: The Cape Girardeau Public Works Department has determined that a sewer service lateral
from the rear of the brick Laundry is connected to the existing 22 -inch combined sewer. Reconnection of this service is necessary to
complete the separation of sewers.
Attachments: MAIN CSO PROJECT -Location Map; Copy of Robinson Construction Co. Work Plan Dwg. No. MN -006.2 and
Profile of Sanitary Line "B".
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change
Order based thereon will involve one or more of the following methods of determining the effect of the change(s).
Method of determining change in
Contract Price:
0 Unit Prices
❑ Lump Sum
❑ Other
Estimated increase O in Contract Price:
$ 1,514 00
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
RECOMMENDED:
Sverdrup Civil Inc.
ENGINEER
Method of determining change in
Contract Times:
❑ Contractor's records
❑ Engineer's records
❑ Other N/A
Estimated increase (decrease) in Contract Times:
Substantial Completion: -0- days;
Ready for final payment: -0- days.
If the change involves an increase, the estimated
times are not to be exceeded without further
authorization.
AUTHORIZED:
City of Cape Girardeau
OWNER
BY By. (Author' ' Signature)
(Authorised Signature)
L3328 -12.34x
EJCDC No. 1910-8-F (1990 Edition)
Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America.
at
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W, C, D. -jr / -r
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PROPOSED SEWER PIPE
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345.67' ® 0.86% 0 7.0' OUTSIDE WIDTH X 12' MN
LONG CONC. CULVERT M u
INV.OF EX.10"=347:271 Q 1 f 1
BOTT. OF EX 10'=347.12} rPt
TOP OF NEW 8"=342.77 = Ej<i ST LAT V) B7 2, -� ccoT TS B
CLEARANCE -4.35'± ; z
d 10' TEMP. ESMT.
INV.OF EX.12 345.67±
BOTT. OF EX. 12"-345.51±
TOP OF NEW 8-342.39
CLEARANCE-
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345.67' ® 0.86% 0 7.0' OUTSIDE WIDTH X 12' MN
LONG CONC. CULVERT M u
INV.OF EX.10"=347:271 Q 1 f 1
BOTT. OF EX 10'=347.12} rPt
TOP OF NEW 8"=342.77 = Ej<i ST LAT V) B7 2, -� ccoT TS B
CLEARANCE -4.35'± ; z
d 10' TEMP. ESMT.
INV.OF EX.12 345.67±
BOTT. OF EX. 12"-345.51±
TOP OF NEW 8-342.39
CLEARANCE-
3.12'±
•I i
co
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P R.11T
F
C„
FIELD ORDER
FIELD ORDER NO: LS -14
PROJECT NO: L13328
DATE: July 18, 2001
This form is to be used only for emergency instructions to a contractor where the time requirea for preparation ana execution ut
a formal Change Order would result in delay or stoppage of the work, in accordance with Articles 1.19 and 9.5 of the General
Conditions of the Contract.
PROJECT: Lift Stations and Force Main _-
Cape Girardeau Sanitary Sewer Improvement Program
TO CONTRACTOR: Robinson Construction Co. CONTRACT DATE: June 27, 2000
You are hereby authorized to make the following changes in your contract for the above project:
Over -excavate the bottom of Lift Station No, 3 to approximate elevation 314.50 (+/-) ft. and
backfill with clean Mississippi River sand to elevation 316.50 ft. Compact the sand fill with a vibratory
plate type compaction unit and add additional compacted sand as needed to obtain the required bottom of
footing elevation. Construct a dewatering sump in the Northwest corner of the sheet pile supported
excavation and keep the excavation dewatered as needed until backfilling operations are completed.
REASON FOR FIELD ORDER: Extremely soft, high moisture content alluvial silt with some
fine sand was encountered at elevation 315.50 ft. to 318.50 ft. of the wet well excavation. After
discussion with John E. Reinfurt, P. E., Geotechnical Engineer for Sverdrup Civil, Inc., it was agreed by
the Sverdrup design team to use this method to stabilize the Wet Well subgrade.
The foregoing field order is issued in accordance with Section 9.5 of the Contract and does not involve
an adjustment in the contract price or the contract times and is compatible with the design concept of the
completed project as a functioning whole as indicated by the contract documents.
F ENGINEER FO CITY OF CAPE GIItARDEAU
DISTRIBUTION: City of Cape Girardeau
Engineer
Contractor
Inspector
4a --4e //"--
FOR THE CONTRACTOR
AGREEMENT TO UTILIZE REMEDIAL FUNDS AND REMOVE FROM ESCROW
ADDENDUM TO CONTRACT #3516-COLLEGE/HENDERSON SOUTH CSO
AND CONTRACT #3521 -LIFT STATIONS AND FORCE MAIN
CITY OF CAPE GIRARDEAU, MISSOURI — OWNER
ROBINSON CONSTRUCTION COMPANY — CONTRACTOR
THIS AGREEMENT is made and entered into this day of , 2001,
by and between CITY OF CAPE GIRARDEAU, MISSOURI, hereinafter referred to as
"Owner", and ROBINSON MECHANICAL CONTRACTORS, INC. d/b/a ROBINSON
CONSTRUCTION COMPANY, hereinafter referred to as "Contractor".
WITNESSETH:
WHEREAS, the parties entered into Contract #3516 and #3521 whereby the Contractor
was to construct, and has constructed, sewer lines in the City of Cape Girardeau, Missouri. On
November 6, 1997, the parties agreed that part of the College/Henderson South CSO Sewer
Project, #3516, and particularly a sewer line referred to as "K -Line" in the construction contract
documents, has settled in excess of the 1" tolerance provided as the deviation tolerance in the
specifications on the aforesaid Contract; and
WHEREAS, to avoid expensive replacement and/or repairs, the parties had agreed to
provide a remedial escrow fund in order to fund the cleaning of said line on an annual basis as
necessary for the proper operation of said "K -Line" sewer line. The parties, with the assistance
of Engineer, Sverdrup Civil, Inc., as summarized in the attached Exhibit 1, had reached the
agreement and memorialized same in writing; and
f
r
-2-
WHEREAS, two (2) defects have been identified in the work under contract #3521. The
12 -inch pipe that flows into Lift Station No. 4 from the manhole referred to as "LS4MH-Al" in
the construction contract documents does not meet the specified deviation tolerance and is lower
on the upstream end by 0.07 (+/-) feet. The second defect is a structural defect in the concrete
openings (access hatches) in the top of Lift Station No. 3 and has heretofore been reinforced by
the Contractor on his own initiative; and
WHEREAS, the City Engineer has decided that the funds escrowed under the Agreement
dated November 6, 1997, are adequate and will be necessary for the proper operation of the
sewers and Lift Stations for the prescribed forty (40) year period defined in the November 6,
1997 Agreement and in accordance with paragraph 5 of the Agreement desires to remove the
escrow funds from the separate account and utilize the same for sewer operation and
maintenance;
NOW, THEREFORE, in consideration of the mutual covenants and conditions
hereinafter contained, the sufficiency of which is hereby acknowledged by the parties hereto, the
parties hereto agree as follows:
1. The Contractor agrees that the Fifteen Thousand Dollars ($15,000.00) deposited
in an interest bearing account as a remedial escrow fund by the City of Cape Girardeau under the
terms of the Agreement dated November 6, 1997, are adequate and just compensation for the
previously described defective work under Contract Nos. 3516 and 3521 and shall be used for
cleaning the defective sewers and all other maintenance associated with the defects.
-3-
2. The Contractor agrees that the escrowed funds described herein may be released
to the Owner forthwith.
3. The Contractor is not due a refund under the terms of the November 6, 1997
Agreement.
4. The Contractor's obligations under the terms of the November 6, 1997 Agreement
have been fulfilled and no additional funds are required from the Contractor.
5. The acceptance by the City of the escrowed remedial funds shall not be construed
as acceptance of all work under Contract No. 3521.
6. The City accepts the escrowed remedial funds as an appropriate amount for all
operation and maintenance costs (above normal operating costs) associated with the previously
defined defective work.
7. The Owner's receipt and utilization of escrowed remedial funds shall terminate
the Contract dated November 6, 1997.
8. The obligations, representations and terms of Contract No. 3521, dated June 27,
2000, remain binding and this Agreement does not relieve the Contractor of any warranty
requirements set forth therein.
9. The release and utilization of escrowed remedial funds shall be full and complete
compensation for the three (3) items of defective work described heretofore and does not apply
to any other work under Contract No. 3521.
10. This agreement shall be binding on the parties hereto, their successors, heirs and
assigns.
-4 -
IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seals the
day and year first above written.
(Seal)
ATTEST:
( cretary)
(Witness)
ATTEST:
(Secretary)
k")-&"
—tness)
"OWNER"
CITY OF CAPE
U, MISSOURI
Michael G. Miller, City Manager
"CONTRACTOR"
ROBINSON MECHANICAL
CONTRACTORS, INC. d/b/a ROBINSON
CONSTRUCTION COMPANY
BY 1
Francis E. Robinson, President
L3328-I4.37adoc
CONTRACT TO ESCROW REMEDIAL FUNDS
ADDENDUM TO CONTRACT #3516-COLLEGE/RENDERSON SOUTH CSO SEWER
CITY OF CAPE GIRARDEAU, MISSOURI - OWNER
ROBINSON CONSTRUCTION COMPANY - CONTRACTOR
THIS AGREEMENT is made and entered into this /, yH day of
\1 f,-L�,,,1 �th � , 1997, by and between CITY OF CAPE GIIZAIZDEAU, MISSOURI,
hereinafter referred to as "Owner, " and ROBINSON MECHANICAL CONTRACTORS, INC. d/b/a
ROBINSON CONSTRUCTION COMPANY, hereinafter referred to a "Contractor."
WITNESSETH:
WHEREAS, the parties entered into Contract #3516 whereby the Contractor was to
construct, and has constructed, sewer lines in the City of Cape Girardeau, Nfissouri. The parties have
agreed that part of the College/Henderson South CSO Sewer Project, and particularly a sewer line
referred to as "K -Line" in the construction contract documents, has settled in excess of the V
tolerance provided as;the deviation tolerance in the specifications on the aforesaid. Contract;.and.. ..
WHEREAS, to avoid expensive replacement and/or repairs the parties have agreed to provide
a remedial escrow fund in order to fund the cleaning of said line on ad annual basis as necessary fore
the proper operation of said "K -Line" sewer line. The parties, with the assistance of Engineer,
Sverdrup Civil, Inc., as summarized in the attached Exhibit 1, have reached the agreement and desire
to memorialize same in writing;
NOW, THEREFORE, in consideration of the mutual covenants and conditions hereinafter
contained, the sufficiency of which is hereby acknowledged by the parties hereto, the parties hereto
agree as follows:
-2-
1. Contractor agrees to deposit based on the calculations in Exhibit 2, the sum of Fifteen
Thousand Dollars ($15,000.00) in an interest bearing account to be established and held as a remedial
escrow fund by the City of Cape Girardeau. The parties agree that said remedial escrow fund shall
bear interest based upon the money market account interest at Union Planters Bank of Cape
Girardeau, Missouri (currently 3.45% rate). The City of Cape Girardeau may draw upon said
account for the reasons and in the manner as hereinafter set forth.
2. The parties acknowledge that the current estimated cost of cleaning the aforesaid line is
One Hundred Twenty -Five Dollars ($125.00) per cleaning and the parties agree, it may be necessary
to clean said line up to three (3) times or more per year to maintain its proper operation.
3. Based upon the calculations of the engineer, to which the parties have agreed, the initial
deposit of the escrow account should provide for up to three (3) cleanings per year of the affected
line. Sverdrup Civil, Inc. has calculated that the fund would be depleted after approximately forty
(40) years.
4. The parties acknowledge that, although Engineer Sverdrup has calculated a formula for
the funding of continuous (3. times per year) cleaning of the affected line; neither o1'the parties nor'
the engineer car! be certain at the current time whether or not continuous cleaning will be necessary
for proper operation. The parties acknowledge that after approximately one (1) year of operation
the City should be able to make definitive determination as to the nature and scope of the cleaning
process necessary. Pursuant thereto the parties have agreed that the City of Cape Girardeau shall,
within thirty (30) days from the one (1) year anniversary date of the final acceptance of the completed
sewer project of the City of Cape Girardeau, make its determination as to whether or not a different
cleaning schedule or other action, and therefore less funding, will be necessary to insure proper
-3 -
operation of the affected line for a period of forty (40 ) years. At that time the City of Cape
Girardeau, at the discretion of the City Engineer, shall either:
a) Advise Contractor in writing that the three (3) cleanings per year schedule as a
result of the one (1) year test under actual operating conditions is the minimum amount necessary to
insure proper operation of said line and thus there sha!l be no partial refund of escrowed monies, or
b) That the cleaning schedule funding is in excess of the amount necessary to
maintain proper operation of the line for the forty (40) year period listed above and thus a refund of
escrowed monies is due Contractor, or
c) That the cleaning schedule funding is not sufficient to maintain proper operation
of the sewer line for the forty (40) year period and resolution of the issue shall be negotiated in
accordance with Article 13 of the Construction Contract General Conditions.
In the event lesser escrow fund is needed then the City of Cape Girardeau shall, along
and together with its aforesaid report, refund the unneeded funds to Contractor.
5. In the event the City Engineer decides that the escrowed hinds for the cleaning program
willbe necessary for the proper operation -of the: sewer.. -line for, the,prescribed forty (40) -yeas..period, : �.
the City shall have the right to, and shall, remove the escrow funds from the separate account, utilize
same for sewer operation and maintenance, and this Contract shall be terminated.
6. In the event Contractor is due a refund, Contractor's receipt of said refund shall terminate
this Contract.
7. In the event additional funds are required from the Contractor to maintain proper
operation of the sewer line for the forty (40) year period, Contractor's payment and Owner's receipt
of said payment shall terminate this contract.
-
S. This agreement shall be binding on the parties hereto, their successors, heirs and assigns.
IN WITNESS WIiEREOF, the parties hereto have hereunto set their hands and seals the day
and year first above written
(Seal)
CITY OF CAP IRARDEAU, MISSOURI
ATTEST: Y
Michael G. Miller, City Manager
( cretary)
(Seal) "CONTRACTOR"
,ROBINS0N1v1ECHANICAL .
CONTRACTORS, INC. d/b/a ROBINSON
CONSTRUCTION COMPANY
ATTEST:
BY
Francis E. Robinson, President
4" (�"
(Secretarpl
EXHIBIT I
SVERI)RUP CIVIL, Inc. FIELD OFFICE
Cape Girardeau, Missouri
Letter No. s13328-681
Program No. 13328-535
MEMORANDUM August 18, 1997
(revised 8-21-97)
TO: Eric Cunningham, City Attorney
City of Cape Girardeau, Missouri
FROM: John Bennett, Resident Project Representative
Cape Girardeau Sanitary Sewer Improvement Program
SUBJECT: Contract to Escrow Remedial Funds - City Contract No. 3516
Sanitary Sewer Improvement Program
Cape Girardeau, Missouri
Sverdrup Civil, Inc. has reviewed the above referenced contract submitted by Buerkle,
Beeson and Ludwig, attorneys for Robinson Construction Company. Since we are not
attorneys, Sverdrup does not intend to give a legal review, but we have reviewed the
document for reasonableness in accordance with General Condition Article 13.13, Acceptance
of Defective Work The estimated number of sewer cleanings referred to in paragraphs 2, 3
and 4 of page two was determined by the Cape Girardeau Public Works Department
(reference Meeting Memorandum No. sl3328-649, dated July 2, 1997). From this estimate
of "no more than four cleanings per year a reasonable compromise of three sewer cleanings
was used to. determine the escrow amount at present value to fund the estimated sewer
cleaning for the next forty (40) years. The present cost per cleaning of $125.00 per cleaning
was also determined by the CiWs,Public Works Department. Using thefiguresfrom the
City's Public Works Department, we find tfe restlt`�Eo be reasonable.
Union Planters Bank of Cape Girardeau, Missouri (the City Depository) is currently paying
3.45 % interest on Money Market Accounts. Assuming that interest rates do not fall below
historical levels and there is no significant deviation in monetary policy established by the
Federal Reserve Board, the escrowed remedial funds should earn 3% per anum or more for
the next forty years. It was also generally agreed that a three per cent (3%) inflation factor
be used to calculate future cleaning costs. Sverdrup again concurs that this is reasonable.
The forty -year term is considered to be a minimum life span for a gravity sanitary sewer main.
Although most existing sewers in the project area are more than forty years old, we believe
this is also a reasonable compromise.
C1A WPOOCSIPFUSE 1KciS_CSaS1332814.378
MEMORANDUM TO ERIC CUNNINGHAM
August 18, 1997 (rev. 8-21-97)
Page 2
The implication that Line "K" could require as many as four (4) cleanings per year, could be
provided for with the addition of subparagraph 40 as you had indicated to me. Or the
wording could be such that the final remedial amount is determined at the end of one year.
Other provisions set forth in the draft contract appear reasonable pending your legal review.
Enclosed is a spreadsheet detailing the estimated interest income and annual cleaning cost
using a 3% APR and a 3% inflation factor. Using this as an attachment to the escrow
agreement will clearly show the basis for the escrow amount and we recommend that it be
included.
If you have any questions or require additional information/documentation, please do not
hesitate to contact me.
c: Rich Vedder/File 013328
Mark Lester
P. K. Mathai
Douglas Leslie
fik �4� y: :;; _ c.. �:� .•4;., �}yltx:�: '{!f _�jqw ;� ..vti::�*- M�`h .2�`{.. ':�..`+Y.�P.Ei'b'-ri,�ti.. =•; �...;.", '}..r �nF'r=.'-:h•T:',`f'i!:"�
'Pus tr_
C:1AW1pRoJECi,F1Eu)Amvvp000SV*VZE 11CHS CS01SlS=1<.J7B
Cape Girardeau SSIP
College/Henderson So. CSO
EXHIBIT 2
Sewer Maint. Bond
Line "K" Good Hope St.
Assuming 3% Interest
Earned and 3% Inflation
YEAR
Interest
Withdraw
BALANCE
15,000.0
1 g g8
450.00
386.25
$ 15,063.8
1999
451.91
397.84
$ ts,tt7.s
2000
453.53
409.78
$ 15,161.6
2001
454.85
422.07
$ 15,194.4
2002
455.83
434.73
$ 15,215.5
2003
456.46
447.77
$ 15,224.1
2004
456.72
461.20
$ 15,219.7
2005
456.59
475.04
$ 15,2012
2006
456.04
489.29
$ 15,168.0
2007
455.04
503.97
$ 15,119.0
2008
453.57
519.09
$ 15,053.5
2009
451.61
534.66
$ 14,970.5
2010
449.11
550.7
$ 14,868.9
2011
446.07
567.22 S
14,747.7
2012
442.43
584.24
$ 14,605.9
2013
438.18
601.77
$ 14,442.3
2014
433.27
619.8.2
$ 14,255.8
2015
427.67
638.41
$ 14,045.0
2016
421.35
657.56
$ 13,806.8
2017
41426
677.29
$ 13.545.8
2018
406.37
697.61
$ 13254.6
2019
397.64
718-54$
12.933.7
2020
388.01
740.1
$ 12,581.6
2021
377.45
762.3
s. 12,196.7
2022
365.90
785.17
$ 11,777.5
2023
353.32
808.73
$ 11,322.0
2024
339.66
832.99
$ 10,828.7
+2025 ...r-:=
i$2466:'-
57t98
�S i0;2s5.6
2026
308.87
883.72
$ 9,720.7
.2027
291.62
910.23
$ 9,102.1
2028
273.06
937.54
$ 8,437.7
2029
253.13
965.67
$ 7,725.1
2030
231.75
994.64
$ 6,96-2-2
2031
208.87
1024.48
$ 6,146.6
2032
184.40
1055.21
$ 5,275.8
2033
158.27
1086.87
$ 4,3472
2034
130.42
1119.48
$ 3,358.2
2035
100.74
1153.06
$ 2.305.8
2036
69.18
1187.65
$ 1,187.4
2037
35.62
1223.28
$ (0.3)
2038
-0.01
0
0
Prepared by: John R. Bennett
Date: August 19, 1997
29087
ROBINSON CONSTRUCTION.CO.
215 NORTH WEST PH. 573.547-397
80.386/819
PGWMq F- M0 63775.1327
to
19_L7
-D
00
PAY .y
Dollars �..-_.�Q�
THE OROER
OF
K'0.2'908 ?r 408190.386.?9:
00159?0'0
ACORnn CERTIFICATE OF LIABILITY INSURANCE 03/(25/02
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Welsch, Flatness, & Lutz, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
308 North 21St Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
P.O. Box 66753
Saint Louis, MO 63166-6753
INSURED
Robinson Construction Company
P. O. Box 388
Perryville, MO 63775
COVERAGES
INSURERS AFFORDING COVERAGE
INSURERA:St . Paul Fire & Mar
INSURER B: Zurich U.S.
INSURER C:
INSURER D:
INSURER E:
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
wnno�n_w� i IL AMC CU^IAIA1 unV uevc RPGAI Ormi u,.rm RV PAin CI AIKAS
INSR TYPE OF INSURANCE POLICY NUMBER
TE
CITY OF CAPE GIRARDEAU
401 INDEPENDENCE
Cape Girardeau, MO 63701
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF,THE ISSUING INSURER WILL EN DEAVORTO MAI L3-0_ DAYS WRITTEN
NOTICETOTHE CERTIFICATE HOLDER NAMED TOTHE LEFT, BUTFAILURE TO DOSOSHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANYKIND UPON THE INSURERJTS AGENTS OR
Ir
ACORD 25-S (7/97)1 of 1 #M83952 " r RLE 0 ACORD CORPORATION 1988
POLICY MM/DCT/�
POLICY
MM/DAD ION
LIMITS
A
GENERAL LIABILITY
KKO8500206
03/30/02
03/30/03
EACH OCCURRENCE $1,000,000
FIRE DAMAGE (Any one fire $3 0 0 0 0 0
X COMMERCIAL GENERAL LIABILITY
ME D EXP (Any one person) $5,000
CLAIMS MADE OCCUR
PERSONAL & ADV INJURY $1 0 0 O 00 0
GENERAL AGGREGATE s2,000,000
GENLAGGREGATELIMIT APPLIES PER:
PRODUCTS-COMP/OPAGG s2,000,000
POLICY X PRO LOC
A
AUTOMOBILE
LIABILITY
KK08500206
03/30/02
03/30/03
COMBINED SINGLE LIMIT $1,000,000
X
ANY AUTO
(Ea accident)
ALL OWNED AUTOS
BODILYINJURY $
(Per person)
SCHEDULED AUTOS
BODILY INJURY $
X
HIRED AUTOS
X
NON -OWNED AUTOS
(Per accident)
PROPERTY DAMAGE $
(Per accident)
GARAGE LIABILITY
AUTO ONLY- EA ACCIDENT $
OTHER THAN EA ACC $
ANY AUTO
AUTO ONLY: AGG $
B
EXCESSLIABILITY
AUC930323300
03/30/02
03/30/03
EACH OCCURRENCE s5,000,000
AGGREGATE $5 0 0 O 0 0 0
X OCCUR L-1 CLAIMS MADE
$
DEDUCTIBLE
$
RETENTION $
1
A
WORKERS COMPENSATION AND
WVK8500109
03/30/02
03/30/03
X S)fiYwCSTATU- 0TH
-- mIT-S _
E.L. EACH ACCIDENT sl 000, 000
EMPLOYERS' LIABILITY
E.L.DISEASE-EAEMPLOYE $1 0 0 O 0 0 0
E.L. DISEASE -POLICY LIMIT $1 000 000
A
OTHER Contractors
IM08500562
03/30/02
03/30/03
Leased/Rented Equip.
uipment
bqilderS
Limit: $302,000
Risk
IM08500562
03/30/02
03/30/03
Limit: $2,500,000
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
PROJECT: LIFT STATIONS & FORCE MAIN PHASE II
CITY OF CAPE GIRARDEAU AND SVERDRUP CIVIL, INC. ARE NAMED AS ADDITIONAL
INSUREDS ON THE GENERAL LIABILITY AND AUTO WITH REGARD TO WORK PERFORMED
BY OR ON BEHALF OF THE NAMED INSURED.
TE
CITY OF CAPE GIRARDEAU
401 INDEPENDENCE
Cape Girardeau, MO 63701
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF,THE ISSUING INSURER WILL EN DEAVORTO MAI L3-0_ DAYS WRITTEN
NOTICETOTHE CERTIFICATE HOLDER NAMED TOTHE LEFT, BUTFAILURE TO DOSOSHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANYKIND UPON THE INSURERJTS AGENTS OR
Ir
ACORD 25-S (7/97)1 of 1 #M83952 " r RLE 0 ACORD CORPORATION 1988