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E;. BILL NO._ 2000-132 f$�
SPONSORED BY COUNCILMAN Jackson
ORDINANCE NO, l_
` AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE 7
`. MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH SVERDRUP CIVIL
t
FOR CONS TRUCTION PHASE SERVICES IN CONNECTION WITH THE WATER ' `
RECLAMATION FACILITY, MAIN PUMP STATION AND RIVER CROSSING PROJEC T.
i�f) t. � y4;2.i141
BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS "• ;,
.: FOLLOWS: � 1
Section 1. The Mayor and City Clerk are hereby authorized and directed to execute
an agreement with Sverdrup Civil for Construction Phase Services in connection with the
it �•:�a•t �°
Water Reclamation Facility, Main Pump Station and River Crossing Project. f�y .
Section 2. The agreement shall be substantially the same in form and content as
that agreement attached hereto as Exhibit A.
yL' Section 3. This Ordinance shall be in full force and effect from and after the date
of its passage and approval.
M.'i1�.. ,! y5
Passed: ,2 - A pp roved: `Y r ..
J-r' 12�ti1
Presiding Offic Mayor '
` } APPROVED AS TO FORM: " 1
�.�. ATTEST:
PY, -:+
C Clerk City Couns or
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y■■�p)�■{.'dry`. c > 'T OF NA`CL:1�AL RESOURCES
1� JV iJ��A��� � 'Yl},�t�t"�.9, {`*t.•k j,'
`{ ` ' -`" �;';y's''«�r ti• DIVISION OF ENVIRONMENTAL QUALITY
`,; f ,.•v.- `?'; 1'•0. Box 176 Jefferson City, MO 65102-0176
rf A L
"r November 29 2001 Al
r ` The Honorable Thomas Rackcrs
Mayor of Jefferson City
.`" 320 East McCarty Street
'± Jefferson City, MO 65101
I6 i M1�t.tr+�:
RE: C295401-01 Jefferson City, Missouri
Contract 3 Walnut Street Pump Station j;
Con p
Dear Mayor Rackers: ` '}/;: •
f
Enclosed is a copy of approved Addendum No. 2 to the plans and specifications for the Walnut
Street Pump Station to serve Jefferson City, Missouri. This addendum has been reviewed for
state and federal requirements and for conformance with acceptedrF '
•-,., compliance with currents q
sanitary engineering practices. ;x'
This addendum is for your official records and should be maintained on file with the approved
•;,
plans and specifications for a minimum of four(4) years following the completion of the project.
-0844 or
If you have any questions please contact Darrell Barber,project coordinator, at(573) 526
}�'v4� g�1.•jf'
me at(573) 751-5827.
Sincerely, F t;i4r ';`'
WATER POLLUTION CONTROL PROGRAM
`;;�'--' X11 P�,•'
�'l-�'
Donald E. Modesitt, P.E.
{t Project Engineer !{'"
r DEMAsm
Enclosure
c: Tom Jones, City of Jefferson `
� 1 Phyllis Powell, City Clerk
Richard Vedder, Sverdup Civil, Inc.
•t Jefferson City Regional Office
Darrell Barber, Financial Services
0
MCYCtFU YAKR
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~ a •WALNUT STREE'[' PUMP STA'T'ION
t CITY OF JEFFERSON, MISSOURI
ADDENDUM NO. 2, November 16, 2001 :1.� 't�°`t' •`'
RE: Walnut Street Pump Station
City of Jefferson
MDNR Project C295401-U1
40,FROM: Sverdrup Civil, Inc.
13723 Riverport Drive
Maryland Heights, Missouri 63043 <'y
314436-7600
;,;Rw .,,,.• #
TO: Prospective Bidders and Suppliers
This addendum forms a part of the Contract Documents and modifies the original
' 1
Bidding Documents dated March 2001. Acknowledge receipt of this Addendum in the
space provided on the Bid Form. Failure to do so may subject Bidder to disqualification.
This Addendum consists of: ten (10) pages; one specification replacement page, 0041 l-3
t
.'t (R1); two sketches, SK-A06-001 and SK-A10-001; seven (7) specification sections,
00020—Invitation to Bid, 00300—Bid Form, 00500— Agreement, 01230—Alternates, n'
1
02241 —Temporary Sewer By-Passing, 13451 — Radio System, and 15225 —
jr+t
Centrifugally Cast Fiberglass Reinforced Polymer Mortar Pipe; a"Certification of Non-
Segregated Facilities form; and, two Contractors Right of Entry Agreement”. N F
CHANGES TO PREVIOUS ADDENDA
1. Replace Section 00020—Invitation to Bid R1 with Section 00020 -Invitation to
Bid (R2).
CHANGES TO BIDDING REQUIREMENTS
2. Section 00100—Instructions To Bidders, delete paragraph 4.02.13.
3. Section 00100—Instructions To Bidders paragraph 7.01 chan e "Mr. Jim Coll
� g � •',,,
fw= Telephone: (314) 770-4563;" to "Mr. Russell Dahmer;Telephone: (314) 335-4527;".
l
Bidders,T
4. Section 00100—Instructions o ers, repace paragraph 13.02 with: All blanks on
g P
the Bid Form shall be completed by printing in black ink or by typewriter and the Bid
Form shall be signed. A Bid price shall be indicated for each Bid item and alternate;,-,';
listed therein, or the words "No Bid" or "No Change" entered.
5. Section 00100—Instructions To Bidders, replace paragraph 14.01 with: Bidders shall }'
submit a Bid on a lump sum basis for the base Bid, and include a separate price, or
the words "No Bid" or"No Change", for each alternate described in the Biddingf
Documents as provided for in the Bid Form. 1-he price for each alternate will be thet
amount deducted from the base Bid if Owner selects the alternate. The Owner will
�4
C54199-00 ADDENDUM 2-1 '";;
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MC SI�i�M90S�.S�• r
WALNUT STREET PUMP STATION
•' CITY OF JEFFERSON,MISSOURI
deter►nine the lowest, responsive, responsible Bidder on the basis of the base Bid +t'
YyJG ;
b•; amount.
6. Section 00100-Instructions To Bidders, change paragraph 15.0l.A to: List of Major
Subcontractors and Major Equipment Manufacturers.
7. Section 00100 -Instructions To Bidders, add paragraph 15.01.D: U.S. Environmental '
t,s ' Facilities.
Protection Agency Water Quality Office Certification of Nonsegregated
8. Section 00100-Instructions To Bidders, replace paragraph 19.06 with: If the contract
•, is to be awarded, OWNER will award the Contract to the lowest-on the basis of the
base Bid amount-responsive, responsible Bidder whose evaluation by OWNER
indicates to OWNER that the award will be in the best interests of the Project. The
' Contract Price will be the base Bid amount minus the amount for any alternate
selected by OWNER. E'
9. Section 00100-Instructions To Bidders, paragraph 23.02, change the first sentence
F 77 F t
to: Bidders shall set a goal to expend at least two (2)percent of the contract, if
awarded, for Minority Business Enterprises (MBE).
10. Section 00100-Instructions To Bidders, add article 23.04: Bidders are required to
complete the Certification of Nonsegregated Facilities attached to Addendum No. 2.
:$ 11. Section 00100 Instructions To Bidders, replace Art icles 29 with:
,��Kr.,',.•
+ ` ARTICLE 29-LIST OF MAJOR SUBCONT'ItACTOR5 AND MAJOR � t.Jt,�,.,.,•.'
EQUIPMENT MANUFACTURERS
29.01 Bidders are required to indicate on the List of Major Subcontractors and Major
Equipment Manufacturers in the Bid Form all major subcontractors and major
equipment manufacturers included in the prosecution of the work as described.
Failure to properly complete the list may be cause for declaring the proposal as being
i.i4 •
non-responsive.
12. Replace Section 00300- Bid Form (110)with Section 00300-Bid Form (R1). yk"
13. Section 00411 -Bid Bond & Bid Forms, Replace page 00411-3 (RO) with thep'ul+' ����''
attaC h d page 00411-3 (R1). �
14. Replace Section 00500-Agreement (RO) with Section 00500-Agreement (RI).
CHANGES TO SPECIFICATIONS
15. Section 00800-Supplementary Conditions, change part 6.0616: With the Bid Form t�• t+;ti;
QV`' the Equipment Major Subcontractors and Major E ui Manufacturers to be used for the
�y J q •P
�•v;,ltil �
'}` work shall be identified and submitted to the Owner. The completed list of Major '
.•y�•r.;f�4�.
C54199-00 ADDENDUM 2-2
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7.
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ra
WALNUT S'T'REET PUMP STATION
CITY OF JEFFERSON, MISSOURI
,
Subcontractors and Major Equipment Manufacturers will become part of the Contract
Documents.
16. Section 00800 - Supplementary Conditions, add part SC-6.08: The CON'T'RACTOR r;{q,'.'+.•°
must review and execute two "CON'T'RACT'OR'S RIGHT OF ENTRY
AGREEMENT" for the Union Pacific Railroad Company.
17. Add specification Scction 01230-Alternates.
18. Section 02260 -Excavation Support and Protection, add subparagraph 1.5.13.2: For ':;'r" f'e`yV{t_;'• t:
excavations on railroad property, excavation support shall be designed to meet
,f i.s•f t,.,4.i..y. ./
Occupational Safety and Health Administration (OSHA) standards for excavation in
Zone A. The excavation support shall also be designed for the railroad live load
indicated by Cooper E80.
19. Section 02260-Excavation Support and Protection, add subparagraph 3.l.B.2: For
:. installation of excavation support on railroad property or property identified under the
g
two "Contractor's Right of Ent Agreement" with the railroad, comply with all
requirements of the Contractors Right of Entry Agreement regarding track closure, �! t
hazard protection,and other issues required by the railroad. The track must be
removed from service until shoring is in lace and the shoring it must be protected
g place, g P• P' t �
to prevent tripping/falling hazard.
,.`
f +
20. Section 02260-Excavation Support and Protection add subparagraph 3.1.13.3:
Comply with and pay for requirements for flagmen and/or any other safety
requirements required in the t Right
1 two "Contractor's o
� q f Entry
21. Section 02300 -Earthwork, add subparagraph 1.4.A.4: Geotechnical Testing Agency
:'.„�',��.?�{?r.,.�rr,�Y, i'•;
Qualifications.
� •.yF,1' „ .
2;1""
22. Section 02300 -Earthwork, paragraph 3.18.A, replace "Owner"with "Contractor".
23. Add Section 02241 -Temporary 'f'ss�'
Sewer Bypassing
24. Section 02605 -Ductile Iron Piping, p aragraph 2.2.A, after and above add and
Class 56 for line 30RWI3." ''•'"' `t
{ 25. Section 02741 -Hot-Mix Asphalt Paving, add paragraph 1.5.E: Independent Testing
and Inspection Agency Qualifications.
�ufk ytri.�},qtr ',
26. Section 02741 -Hot-Mix Asphalt Paving,paragraph 3.9.A, replace "Owner"with
"Contractor". , "' i�i•:
27. Section 03310-Concrete Work, replace subparagraph 1.4.13.6 with: Engage a ,';''.f,
:x qualified independent testing agency to perform"Sampling and Testing Concrete
C5-4199-00 ADDENDUM 2-3
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WALNUT STREET PUMP STATION ,.ry{t,•'
CITY OF JEFFERSON, MISSOURI
�3
During construction to Demonstrate General Compliance With Specified Properties"
yYlttyi}�` 1 t A.
as set forth in 1.4,1 below.
�'t=atY,Y NXt 4;rr.
28. Section 03310 - Concrete Work, Delete paragraph 1.4.0
i ara raP h 1.6.N: Independent testing agency
29. Section 03310 -Concrete Work add ';{ +
qualifications.
` 30. Section 11300 - Septage Acceptance Unit, change paragraph 2.1.13 to: Lakesidey •fi'
Equipment, Bartlett, IL, Model 31 SAP.
31. Section 11300- Septage Acceptance Unit, add paragraph 2.1.C: Or equal. v> . +.;.,;t
32. Section 11311 - Submersible Sewage Pumps, replace paragraph 2.LA with:
A. Manufacturers: Subject to compliance with requirements,provide products by
one of the following: "
Base Bid: ITT Flygt Corporation (Trumbull CT)
` Alternates: KSB Inc. (Richmond VA) ABS Pumps Inc. Meriden, f�' tYti •�z ',_?``"'
CT) others as approved in accordance with the Instructions
Pp 'Y�Q �+• 'l�b'p Jj4
to Bidders1 . ?€;`:f�
ltlt 33. Section 11350-Activated Carbon Odor Control System,paragraph 1.4.13,change "5
,.:
years to 1 year".
34. Section 11350-Activated Carbon Odor Control System, subparagraph 2.1.13 2a,
change 7.5/15 to 5/15 . V
'�'��"'�''�'•'��•
35. Section 11350-Activated Carbon Odor Control System,subparagraph 1h 2.1.E.2.b,
change 1.15 ii cc
to
36. Section 11350-Activated Carbon Odor Control System,subparagraph 2.1.17.1a, S�,q<�% '
change"Five (5)ASCO Type" to "Six (6) ASCO Type". ti`t
't 37. Section 11350-Activated Carbon Odor Control System,subparagraph 2.1.I.l.b, ���=11i4,
' change"FRP"to"stainless steel".
i
38. Section 11350-Activated Carbon Odor Control System, subparagraph 2.1.L1.c,
change one woven polypropylene filter to one stainless steel filter pad and one
woven polypropylene filter". .,� `, tt±• ;
S 39. Section 11350-Activated Carbon Odor Control System,subparagraph 2.1.I.lid,
delete the word "Factory". '
;�,t4� X14'{`S {• }�?t±���
C5-4199-00 ADDENDUM 2-4
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON, MISSOURI .'
40. Section 11350•-Activated Carbon Odor Control System, paragraph 3.3.A, change
"four (4)" to "three (3)" '
41. Section 11350 Activated Carbon Odor Control System, delete article 3.4.
42. Section 13410-Basic Control Instrumentation Materials & Methods, delete
paragraphs 1.3.A, 1.3.1), delete subparagraphs 1.3.E.1, 1.3.13.2, 1.3.E.4, and delete
article 1.4.
sr
43. Section 13410-Basic Control Instrumentation Materials & Methods subparagraph
t[ �
1.5.A.4, delete the words "fiber optic communication modules".
rt Stkt
44. Section 13410-Basic Control Instrumentation Materials & Methods, replace
^4
paragraph 2.LA with: Copper Conductor: TIA/EIA-568-A Category 5 1013ase-T
unshielded twisted pair (UTP) cable with RJ-45 connections.
45. Section 13410-Basic Control Instrumentation Materials & Methods, delete
paragraph 3.1.J.
46. Section 13410-Basic Control Instrumentation Materials &, Methods, replacebp.*4 ' Si`,. ,
` paragraph 3.2.A with: All copper conductor Category 5 l 013ase-T unshielded twisted �. r.,,;.,r•. is
pair cable and connections shall be tested in accordance with 'TIA/EIA-568-A.
•-: t 4'114`Y,.�'` •' ".
paragraph
47. Section 13410-Basic Control Instrumentation Materials & Methods, add
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3.2.13: Perform complete propagation and path study prior to installation of radio
system as specified in Section 13451 -Radio System.
f�b.e{�:.,.Olt
48. Section 13430- Control Panels, page 13430-15, change paragraph "B"to paragraph j.
49. Section 13430-Control Panels paragraph 2.3.13, replace "fiber o tic modem"with
�' LL
modems".
50. Section 13430-Control Panels, following article 2.4, the articles numbered 1.5 `
through 1.10, renumber as 2.5 through 2.10. j'`` ` '
51. Section 13430-Control Panels, paragraphs 2.5.F, 2.5.G, 2.7.F,2.8.E, replace"LED" .kt
�.'... with"cluster type LED".
52. Section 13430-Control Panels, replace paragraph 2.8.17 with: Unliscensed Radio
Transceiver: Transceiver shall be Frequency Hopping Spread Spectrum, Peer-to-Peer
communication, g P P 'r �lir„ tr
Field Configurable as Master or Remote with to to 19.2 kb s Data
M1F,',s Throtighput, and End-to-End Delays of less than 10 milliseconds. Transceiver shall
�y
use Digital Signal Processing technology with self-equalization and forward error
:,it;.r•'r ;j¢ 'r correction. Radio Transceivers shall be as specified in Section 13451 - Radio
System. �•����:
r
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WALNUT STREET PUMP STATION
CITY OI, JEFFERSON, MISSOURI
53. Section 1343 0—Control Panels subparagraph 3.4.17.1, after"devices" add as
,
specified in Section 11311 subparagraphs 2.2.D/E/K.
54. Section 13445 —Electric Valve and Gate Operators,following article 2.2, the articles
numbered 1.3 through 1.4, renumber as 2.3 through 2.4. " f
55. Section 13445—Electric Valve and Gate Operators, paragraph 2.3.1, replace LED
with "cluster type LED".
56. Section 13450— Supervisory Control System, paragraph 1.2.13, replace"a fiber optic
Ethernet network using TCP/IP protocol" with"spread spectrum radio".
' •F^'�4i�•7 i:
57. Section 13450--Supervisory Control System, article 1.6, delete paragraph B and
replace paragraph A with: In order to ensure continuity of controls and programming,
the systems integrator for this Project shall be R. E. Pedrotti Co., Inc. (St. Louis, `;;
MO), the same firm which is performing the systems integration for the Water
Pollution Control Facility (City of Jefferson).
e
58. Section 13450— Supervisory Control System, change paragraph 1.8.13 to:1'h `�
t
installation of a complete radio communication system from 01-MCP-001 located in
the pump station to 02-MCP-003 located in the Headworks Building at the )NTPCF ti;,,; st r: ;: k•
will be the responsibility of the Contractor. Installation of all radio equipment as
described in Section 13451 —Radio System including radios,antennae, antenna
wiring, no a ation and path study, and all associated accessories shall be the
i g,1 P g P Y
l responsibility of the Contractor.
is ���tr',jf,t,}f"1Y�✓``
59. Section 13450—Supervisory Control System, paragraph 2.I.B,replace the lastiz�zi�,,$t,r�
sentence with: SCADA software shall be the most current version of Intouch Version
7.1 manufactured by WonderWare and will match the software being used on the
integration off the present Jefferson City Water Pollution Control Facility Expansion
y.77'l�lV
Project. Remote access to the SCADA system by authorized personnel will be by PC nxt,r r��tMF;
Anywhere manufactured by Symantec Corp(latest version available). F}, t �t
4 ` 60. Section 13450—Supervisory Control System,replace paragraph 2.LC with: Web
Server: Web server software shall allow remote access via the Internet using standard
web browsers. Web sery er software shall be Factory Suite Web Server manufactured
by WonderWare.
61. Section 13450—Supervisory Control System, article 2.2, delete paragraphs 13 and C tit x m r'
and replace paragraph A with: Operator interface with the system should be by Allen
Bradley AB 10-2711 ET14C6 with a 14" CRT. Equipment is to match that being used
on the current Water Pollution Control Facility Expansion Project. See Section �� �
13455 —Programmable Logic Controllers. `
62. Section 13450—Supervisory Control System,delete articles 2.3 and 2.4,
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ft gt7,;0,�h'k{ly't F1:1% 1 ' 't .. '�+..,.,x• ..,. ,..-.:z ut.,e�Ya+trwrtal'.t!+r./•is�swieabsi,w:. x+:e«.Atl�.w�m�W!{� � •��� M�
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WALNUT STREET PUMP STATION i:'i`?`•:i:i•'t;i. .y,t
CITY OF JEFFERSON, MISSOURI
A
1 — Radio S stem.
63. Add specification 1345 y
64, Section 13455 - I'rogram mable Logic Controllers, replace paragraph 2.2.A with:
General: OIs shall be fully configured for each application. Provide one copy of OI
configuration software for each type of OI used on this project. OI configuration uti':;'r•f'; `
-ND by Allen Bradley
software shall be Panel Builder 1400e (cat 11 2711E
Company, Inc. (Milwaukee, WI).
f•4,t�, 3/ �' t1
65. Section 13455 - Programmable Logic Controllers, replace paragraph 2.2.8 with:
Large Ols: Thin film transistor(TFT) color screen, minimum 800 by 600 pixels(14
VGA) display size, with touch screen with a minimum of 384 touch cells, and
DeviceNct communications port. Large 01 shall be Panel View(cat# AB10-2711-
ET14C6) manufactured by Allen Bradley Company, Inc. (Milwaukee, WI) to match
equipment being used on the current Jefferson City Water Pollution Control Facility
Plant Expansion Project.
66. Add specification 15225—Centrifugally Cast Fiberglass Reinforced Polymer Mortar 's}, �
Pipes{'� ';;<>-�:_.
67. Section 16010—Basic Electrical Requirements,paragraph 1.2.A,replace "fiber optic >< ;�Wv
cable b others installed under the Missouri River''with"spread spectrum radio
communication system". '{ ..4;?,.,,
68. Section 16157 —Variable Frequency Drive Controllers,paragraph 1.2.13, delete sat.�•. }a..
r- "Equipment manufacturer shall provide variable frequency drives.
69. Section 16157—Variable Frequency Drive Controllers,replace paragraph 2.1.A with:
I
B. All Variable Frequency Drives supplied on this contract shall be the same >s,
make and model by the same manufacturer. Provide PWM type, 480 volt, 3
phase, 0 to 40 deg C ambient operation without derating,removable-
interchangeable common customer interface for all horsepowers, open and
short circuit output damage protection, AC, 18 pulse, variable frequency drive
controllers. Subject to compliance with requirements,provide products by one rtsr::A
of the following:
` Base Bid: Allen Bradley Company (Milwaukee,WI) YYY `
PA) Cutler-Hammer
:•5��.`y�,:� Alternates: Robicon (New Kensington, • r��,>.',,,
(Pittsburgh, PA), Square D (Chicago,IL), others as
approved in accordance with the Instructions to Bidders ' �•''�'`'';1,
70. Section 16351 —Medium-Voltage Metal-Enclosed Switchgear,add paragraph 1.5.C:
Switchgear furnished under this section shall be supplied by the same manufacturer ash A
equipment supplied under Section 16470 - Dry-Type Unit Substation Transformer.
ADDENDUM 2-7
d; } C54199-00
v
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jet;t'(�4"L't• t/x kf r
' WALNUT STREET PUMP STATION
CITY OF JEFFERSON MISSOURI ''
71. Section 16351 -Medium-Voltage Metal-Enclosed Switchgear, replace paragraph ��
.
2 1.A with:
C. Manufacturers: Subject to compliance with requirements, provide products by
one of the following:
Base Bid: Siemens Energy and Automation (Alpharetta, GA)
' Alternates: Cutler-Hammer(Pittsburgh, PA), Square D (Chicago, IL), 'f'' :rtI
others as approved in accordance with the Instructions to
Bidders
1.6.1), Unit �•�
72. Section 16470-Dry-Type Unit Substation Transformer, add paragraph
Substation Transformer furnished under this section shall be by the same ``,tl yj'i`?��'r`'',
16351 - Medium-Volta e Metal-
manufacturer as equipment supplied under Section g '°�}
Enclosed Switchgear.
73. Section 16470 -Dry-Type Unit Substation Transformer, replace paragraph 2.1.A
with:
D. Manufacturers: Subject to compliance with requirements, provide products by ,Yjl`rf�+lny',
' one of the following: '
Base Bid: Siemens Energy and Automation (Alpharetta, GA) ''
ner
j�' �T.f,.3xu�K •.
Alternates: Cutler-Hammer (Pittsburgh, PA), Square D (Chicago IL) .*r
••.,
?:• :;, others as approved in accordance with the Instructions tot..rr;;� ,,
Bidders ref
Section 16482-Motor Control Centers, following article 2.1,the articles numbered °
74. S
�np�y�tlK.�'j•.�
1.2 through 1.3, renumber as 2.2 through 2.3.
4. }?iPl fat`
i 75. Section 16482-Motor Control Centers,page 16482-11, change tc Part 2- 71r
1 t KL{01� T
EXECUTIOI`1" to "Part 3 -EXECUTION", and renumber articles 2.1 through 2.7 as
1`yr4*h ;
3.1 through 3.7. " ✓
r u i4�
;F 'r 76. Section 16482-Motor Control Centers,paragraph 2.3.A, replace"Class I, Type BT" ti=�lei 5si <s
with Class 11,Type BT.
77. Section 16482-Motor Control Centers, add subparagraph 2.3.B.4: The MCC shall ,�t T i'
a
have DeviceNet cabling integrated throughout the vertical sections. Each motor . ;',;
lr
starter,AC drive and sort starter in the MCC shall be supplied with a means to ;.`:•; .;
communicate via DeviceNet and have the capability of monitoring at least two input ,, t
si`rY' 4 t
r points. All units shall be factory inter-wired and tested as a NEMA Class II MCC.
DeviceNet cable shall have an insulation rating equal to or greater than the maximum r�, ;':•;
1,
::;h , °• circuit voltage applied to any conductor within the enclosure or raceway so that no �''4}
special separation,barriers, or internal conduit is re u�red.
q
C54199-00 ADDENDUM 2-8
I
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VT
WALNUT STREET PUMP STATION¢
CITY OF JEFFERSON, MISSOURI 'F
`, t 4
DeviceNet cable used for thank line and drop lines shall be rated $ amperes, 600V,
Class 1. Removal or addition of a unit from the DeviceNet system shall not interrupt
the operation of other units within the system. Six DeviceNct ports shall be P rovided
in the rear of each standard vertical wireway.
The MCC manufacturer shall check the user's design to ensure adequate power
supplies and scanner modules have been specified to conform to DeviceNet system
PP P Y
requirements. ' s ^ff ;q ;i"
ti"' ''%'gip{4 •ftia,�' ;r
}
78. Section 16482 --Motor Control Centers, subparagraph 2.3,D.6.c.5, replace "Push-to-
Test"
with Push-to-Test cluster type LED".
79. Section 16482—Motor Control Centers, subparagraph 2.3.D.6.c.7.b, replace"Fault `"`'y'''et ? `
Indicator LED"with "Fault Indicator cluster type LED pilot light".
80. Section 16482—Motor Control Centers subparagraph 2.3.D.6.d.1 replace"solid-
state type overload relays with E3 plus solid-state type overload relays".
81. Section 16482 — Motor Control Centers, subparagraph 2.3.13.6.d.5, replace "Pusli-to-
Test with Push-to-Test cluster type LED".
82. Section 16482— Motor Control Centers, subparagraph 2.3.1).611, delete Allen-
Bradley Bulletin 2163P Combination 1336F Plus II" and replace"or approved equal"
with "as specified in Section 16157".
83. Section 16482—Motor Control Centers, subparagraph 2.3.1).613, delete "By-pass
Contactor with motor branch fusing". L?airk
84. Section 16482—Motor Control Centers subparagraph 2.3.D.613 replace ush-to-
test e LED".
typ "with"push-to-test cluster type
85. Section 16482—Motor Control Centers replace paragraph 2.LA with: a~,c,�us>°° "a�^ '•
ti•�
E. Motor Control Center shall consist of multiple, rigid, free-standing structures ~'
4 bolted together, dead front, designed to permit future additions of vertical
sections, constructed to meet the requirements of the latest published
standards of NEMA EEMAC IEC UL and CSA for motor control centers.
Subject to compliance with requirements, provide products by one of the
following: �` �' ;
Base Bid: Allen Bradley Company (Milwaukee, WI)—Centerline � i'ywn �t 'r°'x1
'a Bulletin 2100
Alternates: Cutler-Hammer(Pittsburgh PA)— Series 2100, Square D '
(Chicago, IL)—Model 6, others as approved in accordance
4 ==fir, with the Instructions to Bidders
C5-4199-00 ADDENDUM 2-9 22`
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WALNUT S'T'REET PUMP STATION
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CITY OF JEFFERSON MISSOURI
CHANGES TO DRAWINGS `
86. Drawing G-03 Pipe Material Identification table add: P4: Reinforced Polymer
Mortar Pipe.
87. Drawing P-01 change pipeline designation "36RW l OR1"to "36RW l 013411.
�,' , .,,,.�.•
88. Drawing P-01 delete"Not in Contract"notations at break between 30RW 12(D3) and
30RWI3(D2) and at break between 30RW9(D3) and 30RWI0(132).
89. Drawing C-06,at the transition from 30RW 10 to 30RW (Not in Contract) and at the
transition from 30RW13 to Exist 30" FM, add the notation: Note 2. ski#ty,�?:ck1,r'
90. Drawing C-06 change the 48"encasement pipe for 30RW13 to 42".
91. Drawing C-08 at the transition from 30RW 10 to the existing piping and at the
,,yy'• transition from 30RW 13 to Exist 30" � steel FM, delete the note Use Dresser � :r,t?a�:•�`;:,�.'�,;:rr'�
transition coupling style 162 or equal for connection to existing piping t7
and replace ,,+ �rtirr
r ; with the note"Slip-on flange dielectric connection)".
92. Drawing C-09 on the Casing Pipe and Spacer Schedule for the 30" DIP change the t•tk4-
`'
casing pipe size from 48"to 42". Y ;.
93. Drawing E-02, add Note 5: Contractor to coordinate required details for installing
main unit substation on transformer pad; see drawing 5-23. ff,•,, '•' ``
'.t 94. Drawing A-06,modify per sketch SK-A06-001. x '
Mi
95. Drawing A-10, Detail D3, modify per sketch SK-A.10-001. � ' t'`''<':r'
•,t 's, 96.Drawing E-03,note in upper left corner of drawing, change To utili ty company's
;+
pole" to: "Stub both conduits out 10 feet underground from substation pad and
coordinate with AmerenUE the connection to the two power services." f"L,•
5
END OF ADDENDUM NO.2
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WALNUT STREET PUMP STATION ,rt�sa'r � ?.Y.t"Y
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CITY OF JEFFERSON MISSOURI
LIST OF MAJOR SUBCONTRACTORS AND MAJOR EQUIPMENT MANUFACTURERS
The names of Subcontractors and Equipment Manufacturers to be used for the Work shall be
_ entered in the spaces provided below as required by Paragraph SC-6.06 of the Supplementary
��;-�;;,:,�,u,,;,,•�,
Conditions. Upon award of a contract, the named Subcontractors and Equipment Manufacturers
l
shall be used. The completed List of Major Subcontractors and Major Equipment Manufacturers ' °SfrJ,
�� filil
shall become a art of the Contract Documents. ;
',.1.. Preliminary acceptance of Equipment Manufacturers name shall not in any way constitute a
waiver of the specifications covering such equipment; final acceptance will be based on full
r4`t ,-;�1?`±,;,.
conformity with the Contract Documents, dt'.'t'4,"r "``'
' 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 b Change
''t` '`;;✓`t```'
J Y g
Order.
Equipment substitutions will be permitted only if named manufacturer does not meet the
requirements of the Contract Documents; is unable to meet the delivery requirements of the
construction schedule is dila tory in complying with the requirements of the Contract
t 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.
Failure to furnish all information requested in the listing may be cause for rejection of the Bid.
Area of Work Name of Subcontractor
1. Earthwork
2. Concrete
pA
r; 3. Mechanical
f„,yF
4. Electrical bY.. ;;?�ry�;yL;•s i
°7 ! 5. Instrumentation&Control .fii; :`(
bv^6N_'t;�''
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Equipment Items Name of Manufacturer
o Iii''•
1. Activated Carbon Odor
Control System
i:'� 2. Septage Acceptance Unit h44r'
C5-4199-00 00411-3
y. R1 — 10/12/01 ;4
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}. .22 r+ f t;�iCi 11
WALNUT STREET PUMP STATION
CITY OF JEFFERSON, MISSOURI
•
DOCUMENT 00020 - INVITA'T'ION TO BiD
i ii
Notice is hereby given that The City of Jefferson, Missouri, the Owner,will receive sealed Bids at
the off ee of the Purchasing Agent, 320 East McCarty Street,Jefferson City MO 65101 until 2 p.m.
local time on the 20th day of December,'2001 at which time Bids will be publicly opened and read
aloud in the Council Chambers 1'or the followin g project: Walnut Street Pump Station City of
f VIVA,
Jefferson,
' z(1
n Missouri.
The work to be done generally consists of the following:
r ,1
Construction of a new pump station and demolition of the existing Walnut Street Pump
Station.
This project will be financed through the Missouri State Revolving Fund,established by the sale of
Missouri Water Pollution Control bonds and Federal Capitalization Grants to Missouri. Neither the
' Missouri Department of Natural Resources its divisions nor its employees will be a party to the
contract at.any tier.
All prospective Bidders must be pre-qualified prior to receiving the Bidding documents.
The following Contractors have been pre-qualified:
Com an y Phone Fax �:; , `4:'
? wt V
3.
Robinson Construction Co. (Perryville, MO) 573-547-8397 573-547-8398r;y. +_.'. ,' j.
Huffman Incorporated (Poplar Bluff, MO) 573-686-1426 573-785-1428
Goodwin Bros. Const. Co. (Crystal City, MO) 636-931-6084 636-931-6085 �r: .E 5�k.+.s•'.''
Garrey Company (Kansas City, MO) 816-741-4600 816-741-4488
W.A. Ellis Const. Co. (Independence, MO) 816-257-2300 816-257-2450
Further pre-qualifications will not be accepted.
Any Bidder whose firm or affiliate is listed on the GSA publication titled"List of Parties Excluded
from Federal procurement or Non-Procurement Programs is prohibited from the bidding process; ,~ z
bids received from a listed party will be deemed non-responsive.
A Bid security in the amount of five percent of the Bidder's maximum Bid Price is required. ';'%� "'
Bidding Documents may be obtained by Subcontractors Suppliers,and pre-qualified Bidders from �3'" ' a`,
the Issuing Office which is the office of the Director of Public Works at 320 East McCarty Street, '
Jefferson City, Missouri 65101 at a non-refundable charge of $200.00 for each set. Bidding :.K ''
mfr`;° Documents may also be examined at the following locations:
G k, „
Office of the Engineer- Sverdrup Civil, Inc., 501 North Broadway, St. Louis,MO 63102 ' ';;r
't C54199-00 00020-1 INVITATION TO BID
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l<
WALNUT STREET PUMP STATION �,�'
CITY OF JEFFERSON,MISSOURI t
rJ,1.MS)
J
4+4
?' F.W. Dodge, 1?50 S,�Brentwood B.ivdY, St. Louis,MO 63144
^+ ' Construction Market Data,655 Craig Road, Creve Coeur, MO 63141
Bidders on this work will be required to comply with President's Executive order No. 11246.
The Owner reserves the right to reject any or all Bids and to waive all informalities not involving
r price,time or changes in the Work.
A prebid conference will be held in the Municipal Building Conference Room 320 E. McCarty
Street, Jefferson City, Missouri 65101 on the 61h day of December, 2001,at 1:00 p.m. local time.
tt�A .
qYY el t_
4 y CITY OF JEFFERSON '
Terry S e h son
Purchasing Agent
END OF DOCUMENT 00020
rn,
F• .F,3Fr
CS-4199-00 00020-2 INVITATION TO BID r ,
R2 10/12/01
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:A
WALNUT STREET PUMP STATION
CITY OF JEFFERSON, MISSOURI '
DOCUMENT 00300- BID FORM
Project Identification: Walnut Street Pump Station
City of Jefferson, Missouri aF° sty z'
This Bid is Submitted to: City of Jefferson Missouri
k;J•. 320 East McCarty Street %�, `"►' kfC1.T,
Jefferson City, Missouri 65101
1.01 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an
Agreement with OWNER in the form included in the Bidding Documents to perform all
Work as specified or indicated in the Bidding Documents for the prices and within the times
`i indicated in this Bid and in accordance with the other terms and conditions of the Bidding njs ;+I,:;{•;
Documents.
5 2.01 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. The Bid will remain subject to acceptance for 60 days after the Bid opening,or for
such longer period of time that Bidder may agree to in writing upon request of OWNER. l,hq� 7
3.01 In submitting this Bid Bidder represents, as set forth in the Agreement that:
t,
t, A. Bidder has examined and carefully studied the Bidding Documents,the other related ,
data identified in the Bidding Documents, and the following Addenda, receipt off.acr'1;:,�:.
which is hereby acknowledged:
Addendum Number Addendum Date g ;;;r. r';.
,fit h r:,ih�
is
<''?4 B. Bidder has visited the Site and become familiar with and is satisfied as to the general, ''r
local and Site conditions that may affect cost, progress, and performance of the
31, Work. 4t"�h'"r�5 • :+
:rKi�,• �� �d�j,q{ tpyl,
Y; C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and t ,
Regulations that may affect cost,progress, and performance of the Work.
D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface
•5 r; Y
�y s, 4>'• conditions at or contiguous to the Site and all drawings of physical conditions in or
yY -0 ,i
relating to existing surface or subsurface structures at or contiguous to the Site
' (except Underground Facilities) which have been identified in the Supplementary
C5-4199-00 00300-1 BID FORM
RI 10/12/01 ; }
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WALNUT STREET PUMP,STATION
CITY OF JEFFERSON, MISSOURI
Conditions as provided in paragraph 4.02 of the General Conditions,and(2)reports
and drawings of a Hazardous Environmental Condition, if any, which has been
identified in the Supplementary Conditions as provided in paragraph 4.06 of the
General Conditions.
E. Bidder has obtained and carefully studied(or assumes responsibility for having doneu�,
so)all such additional or supplementary examinations, i nvestigations,explorations,
°a tests, studies and data concerning conditions(surface, subsurface and Underground ,_t.� $,�•., },
Facilities) at or contiguous to the Site which may affect cost progress, or
performance of the Work or which relate to any aspect of the means, methods
.. j, techniques, sequences and procedures of construction to be employed by Bidder,
including applying the specific means, methods, techniques, sequences, and
procedures of construction expressly required by the Bidding Documents to be
employed by Bidder, and safety precautions and programs incident thereto.
F. Bidder does not consider that any further examinations,investigations,explorations,
,.; ..
tests,studies,or data are necessary for the determination of this Bid for performance
ry
of the Work at the price(s)bid and within the times and in accordance with the other
terms and conditions of the Bidding Documents.
G. Bidder is aware of the general nature of work to be performed by Owner and others at
the Site that relates to Work as indicated in the Bidding Documents.
14. Bidder has correlated the information known to Bidder,information and observations
obtained from visits to the site, reports and drawings identified in the Biddingi' y
Documents, and all additional examinations, investigations, explorations, tests, r
studies, and data with the Bidding Documents.
"j 1. Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities,or
discrepancies that Bidder has discovered in the Bidding Documents,and the written
resolution thereof by ENGINEER is acceptable to Bidder.
y.. t�j�t,r•.'
J. The Bidding Documents are generally sufficient to indicate and convey
k f,
.N`fJ
understanding of all terms and conditions for the performance of the Work for which I W 1�11_,a,
this Bid is submitted.''"='y� '
�r r' 4.01 Bidder further represents that this Bid is enuine and not made in the interest of or on behalf
p g ;
�f •,
of any undisclosed individual or entity 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; 4r`r
Bidder has not solicited or induced any individual or entity to refrain from biddin ; and
Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or
R.
7 ' over OWNER.
1 C54199-00 00300-2 BID FORM
R1 — 10/12/01
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON, MISSOURI
1 }y.
5.01 BIDDER certifies by executing the attached EPA Form 5700-49 that it,or any affiliate,is not
presently debarred or suspended from covered transactions by any federal department or
agency, in accordance with 40 CFR 32 and Executive Order 12549. BIDDER will obtain
certifications regarding debarment from its subcontractors. BIDDER will maintain and t �kxi�r
retain such certificates in its files for the duration of the Project.
ork in accordance with the Contract Documents for the following
6.01 Bidder will complete the W
prices): ,,qr
BASE BID PRICI✓__
(use words
(figures)
DEDUCT AMOUNT DEDUCT AMOUNT
ALTERNATES
( (figures)
(words)
}` Altenxate Submersible 's' : ,
,yyLk.
`+ Sewage Pump Manufacturer
1}F'x
Alternate Variable Frequency
Drive Manufacturer
PI
Alternate Motor Control + w t
Center Manufacturer
�t'�igs�fS+ �k'���.WS}p'�J•i.:�t5'.
(: 5s�i�r}
BID FORM
N C5-4199-00 00300-3 ;,1
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i
WALNUT STREET PUMP STATION
CITY OF JEFFERSON,MISSOURI
�Cy�ti�l•f.�.i}r.�x% �;��r y
l
Alternate Medium-Voltage
Metal-Enclosed
```
itch ear Manufa cturer fit �h' zf,t.. t
Alternate Dry Type
Unit Substation
Transformer
Manufacturer
1:•, �� •' !�1,�.�1r6:.iii
rti• 5`
Bidder a rees that the Work will be substantially complete within 520 calendar 03 of General
7.01 g
date when the Contract Times commence to run as provided in paragrap sq;'l�
Conditions,and completed and ready for final payment in accordance with paragraph 14.0713 t
of the General Conditions within 550 calendar days after the date when the Contract Times
commence to run.
�•,,,
7,02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event o
3'1 f:'•,tit
failure to complete the Work within the times specified above,which shall be stated in the { .
Agreement.
a' t
d made a condition of this Bid:
The following documents are attached to an
8.01
, fit:;;`?•;..
'r:'a'' A. Required Bid Security; �;r,+r:
.'rc.
;�,y�;�• B. A tabulation of Major Subcontractors and Major Equipment Manufacturers requue t�
to be identified in this Bid;
C, EPA Region VII Minority and Women's Business Entei prise Utilization Worksheet; al;�;>°
D. Certification Regarding Debarment, Suspension and Other Responsibility Matters. . }r'
a 4 '4i 9�CyrEZf'•
,a Ltm i,: `�}i5 ;; E. Certificate of Nonsegrated Facilities
? � BID FORM
CS-4199-00 00300-4 � �9
'
RI — 10/12/01 j.
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STREET PUMP STATION '' ''t' f'F}
WALNUT �•`��.�
CITY OF JEFFERSON,MISSOURI
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Name (typed or printed):
Business Address:
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Phone No.
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Phone and FAX Number, and Address for receipt of official communications
= -,�+.,�'�E�kst'�;�tom'• ji''K
:r (Each joint venturer must sign. The manner of signing for each individual,partnership,and
co oration that is a art to the oint venture should be in the manner indicated above).
END OF DOCUMENT 00300
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BID FORM
C5-4199-00 00300-7
R1 — 10/1 2/01
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TION
WALNUT STREET PUMP STAa
CITY OF JEFFERSON, MISSOURI
DOCUMENT 00500 AGREEMENT '"`=`
THIS AGREEMENT is by and between the city ofJefferson,Missouri(hereinafter called OWNER)
and (hereinafter called CONTRACTOR).
OWNER and CONTRACTOR,in consideration of tile mutual covenants hereinafter set forth,agree
IV
as follows. ``'r!' ajtNi,L,a
ARTICLE I - WORK ,t;f�rpytFt {
y�rrJS� r{
• � 1 P, t� f a
1.01 CONTRACTOR shall compl.,.:te all work as specified or indicated in the Contract
Documents. The Work is generally described as follows:
i i'f jai i'!i}ty::•';..r,.
Construction of a new pump station and demolition of the existing Walnut Street
Yl
F:it r Yl
Pump Station. r :n
ARTICLE 2 -THE PROJECT ?
r }•.iaP nut4Hfi`.1 t
2.01 The Project for which the Work under the Contract Documents may be the whole or only a
."
}' part is generally described as follows: Walnut Street Pump Station.
ARTICLE 3 -ENGINEER ;
3.01 The Project has been designed by Sverdrup Civil Inc.,who is hereinafter called ENGINEER
and who is to act as OWNER's representative, assume all duties and responsibilities, and k j�a Rq I,:i.
have the rights and authority assigned to ENGINEER in the Contract Documents in
connection with the completion of the Work in accordance with the Contract Documents. 's7v;,=�,
4;1 f
ARTICLE 4 CONTRACT TIMES '
4.01 Time of the Essences
f
A. All time limits for Milestones, if any, Substantial Completion, and completion and _k�I,t,r}} ,�,;,,,(.
W�r'VI'11�t i
,a{{•y�, readiness for final payment as stated in the Contract Documents are of the essence of Yf
the Contract.
4.02 Days to Achieve Substantial Completion and Final Payment
A. The Work will be substantially completed within 520 days after the date when the •GGG t
Contract Times commence to run as provided in,paragraph 2.03 of the General
Conditions, and completed and ready for final payment in accordance with
paragraph 14.07 of the General Conditions within 550 days after the date when the
Contract Times commence to run.
, ) Ltr<t t •'�. r'=�{�
AGREEMENT i'•'s ,.;
47 00500-1
CS-4199-00
R1 -- 10/12/01 ';+ .
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WALNUT STREET PUMP STATION
}y`
CITY OF JEFFERSON,M ISSOURI "'3
VVTATF
4.03 Liquidated Damages
A. CONTRACTOR and OWNER 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 4.02 above, plus any extensions thereof
allowed in accordance with Article 12 of the General Conditions. The parties also
-; recognize the delays, expense, and difficulties involved in proving in a legal or
arbitration proceeding the actual loss suffered by OWNER if the Work is not
completed on time. Accordingly, instead of requiring any such proof,OWNER and ;i ,, `>
CONTRACTOR agree that as liquidated damages for delay (but not as a penalty)
,..,.,
CONTRACTOR shall pay OWNER$500.00 for each of the first 14 days that expires
after the time specified in paragraph 4.02 for completion and readiness for final
until the Work is completed and ready for final payment. Thereafter, the .;f
payment P
r CONTRACTOR shall pay OWNER$750.00 for each of the next 7 days that expires
until the Work is completed and ready for final payment. If the Work is not
completed,and ready for final payment after 21 days from the time specified in
ara ra 1i 4.02,the CONTRACTOR shall pay OWNER$1,000.00 for each day that
y.s expires until the Work is completed and ready for final payment. a,:'.h
ARTICLE 5 CONTRACT PRICE. 'f
5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the
tract Documents an amount in current fitnds equal to the lump sum rice contained in the r
. Con q p p
s.
Bid Form:
BASE BID PRICE i
(use words) (figures)
DEDUCTS FOR ALTERNATES
40..
'I r Submersible Sewage
�•�r,,;; Pump Manufacturerf .
(use words) (figures '
• t ter,` �
:z
AGREEMENT
C5-4199-00
00500
C5-4199-00 -2
' , 7
RI 10/12/01
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON,MISSOURI
' Variable Frequency
Drive Manufactured '"'
art,{���•,,�'.tt:.�
(use words) gures Y '
Motor Control T`� {
fit
Center Manufacturer € '�
(use words) (figures) '
Medium-Volta. e ;'`� '"`''
Rz Metal-Enclosed j .h`'"J'
Switchgear Manufacturer
(use words) (figures)
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Unit Substation
' Transformer Manufacturers^..,...
f (use words) (figures)
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FINAL LUMP SUM
PRICE (use words) (figures) xf :
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' AGREEMENT .
C5-4199-00 00500-3 ,
R1 — 10/12/01
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON,MISSOURI
ARTICLE 6 PAYMENT PROCEDURES.
6.01 Submittal and Processing of Payments
A. CON TRACTOR shall submit Applications for Payment in accordance with Article
14 of the General Conditions. Applications for Payment will be processed by
ENGINEER as provided in the General Conditions. '
6.02 Progress Payments; Retainages
A. OWNER shall make progress payments in accordance with Section 34.057,RSMo,
on account of the Contract Price on the basis of CONTRACTOR s Applications far
Payment during performance of the Work as provided in paragraphs 6.02.A.1 and
,;..
6.02.A.2 below. All such payments will be measured by the schedule of values „$,r. 'i f;;4•
established in paragraph 2.07.A of the General Conditions(and in the case of Uniti,i*
Price Work based on the number of units completed) or, in the event there is no
schedule of values, as provided in the General Requirements:
ro ress payments will be made in an amount a ual '<<'��
4 I. Prior to Substantial Completion,p g p y q
1 '1•'
to the ercenta(Je indicated below,but, in each case, less the aggregate of payments G• r�y:, .;
s made and less such amounts as ENGINEER shall determine,or OWNER
previously
may withhold, in accordance with paragraph 14.02 of the General Conditions.
{
t`'i•. O
a. 90 /o of Work completed (with the balance being retainage). If Work has been
50%completed as determined by ENGINEER,and if the character and progress 'lhz' ;:t'{
ER and ENGINEER, OWNER, on4"s
of the Work have been satisfactory to OWN
recommendation of ENGINEER,may determine that as long as the character and
progress of the Work remain satisfactory to them, there will be no retainage on } �.., ,. • ,
account of Work subsequently completed, in which case the remaining progress
o
payments prior to Substantial Completion will be in an amount equal to 100/o o flwyx5,
the Work completed less the aggregate of payments previously made; and
`ysty? ,r ,
�� tt,.
b. 90 %of cost of materials and equipment not incorporated in the Work (with the +` `
IV
balance being retainage).
t.i�:Y Y• bf }
2. Upon Substantial Completion, OWNER shall pay an amount sufficient to increase
total payments to CONTRACTOR to 100% of the Work completed, less such
ER shall determine in accordance with paragraph 14.02.B.5 of
amounts as ENGINE 't:, ,r
the General Conditions and less 100% of ENGINEER's estimate of the value of
t,
Work to be completed or corrected as shown,on the tentative list of items to be
completed or corrected attached to the certificate of Substantial Completion. ,:;;t
r �; .
AGREEMENT
C5-4199-00 00500-4
RI - 10/12/01
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON, MISSOURI
6,03 Final Payment
A. Upon final completion and acceptance of the Work in accordance with paragraph
14.07 of the General Conditions, OWNER shall pay the remainder of the Contract
Price as recommended by ENGINEER as provided in said paragraph 14.07.
ARTICLE 7 - INTEREST,
7.01 All moneys not paid when due as provided in Article 14 of the General Conditions shall bear
interest at the rate specified in Section 34.057, RSMo.
REPRESENTATIONS
ARTICLE, 8 CONTRACTOR'S
8.01 In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the
following representations:
A. CONTRAC'T'OR has examined and carefully studied the Contract Documents and the
other related data identified in the Bidding Documents.
:tt1ii a 7a�`»a{.
B. CONTRACTOR has visited the site and became familiar with and is satisfied as toY;r
the general,local,and Site conditions that may affect cost,progress,and performance
of the Work. .
C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local
Laws and Regulations that may affect cost,progress,and performance of the Work.
"i r v
D. CONTRACTOR has carefully studied all: (1) reports of explorations and tests of
subsurface condition-. at or contiguous to the Site and all drawings of physical Y. ''
conditions in or relating to existing surface or subsurface structures at or contiguous
(
to the site e d Facilities which have been identified in the
(except Underground °�S'fF"`r'"+�•�•�',i:fir,
Supplementary Conditions as provided in paragraph 4.02 of the General Conditions ,
and(2)reports and drawings of a Hazardous Environmental Condition,if any,at the
Site which has been identified in the Supplementary Conditions as provided in
gg,
r' paragraph 4.06 of the General Conditions.
E. CONTRACTOR has obi ined and carefully studied (or assumes responsibility for ?
having done so) all such . ..iditional or supplementary examinations investigations,
explorations,tests, studies., and data concerning conditions(surface,subsurface and
t 4'
Underground Facilities)at or contiguous to the Site which may affect cost,progress, ,
t`i)+ or p erformance of the Wo},k or which relate to any aspect of the means, methods,
techniques, sequences, and procedures of construction to be employed by
u fir.
CONTRACTOR, includin, applying the specific means, methods, techniques,
sequences, and procedure_' if construction expressly required by the Contract
AGREEMENT
EEMENT
C5-4199-00
R1 — 10/12/01 �
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON,MISSOURI •krx,
Documents to be employed by CONTRACTOR, and safety precautions and ',` ,,t„;.:,'
programs incident thereto.
q; F. CONTRACTOR does not consider that any additional examinations,investigations,
f; explorations tests studies or data are necessary for the perforn�ance of the Work at
f
the Contract Price,within the Contract"limes,and in accordance with the other terms
and conditions of the Contract Documents. f'
G. CONTRACTOR is aware of the general nature of work to be performed by OWNER
and others at the Site that relates to the Work as indicated in the Contract Documents.
H. CONTRACTOR has correlated the information known to CONTRACTOR, 3'
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. r`y��rr,;4r.Y,
I. CONTRACTOR has given ENGINEER written notice of all conflicts, errors,
ambiguities or discrepancies that CONTRACTOR has discovered in the Contract
Documents, and the written resolution thereof by ENGINEER is acceptable tof� f=T°}
;,. CONTRACTOR. %
' :.J ,fJ;�)7':.�Y; S,S��eL4 t�f•l” r.
f( J. The Contract Documents are generally sufficient to indicate. and convey
understanding of all terms and conditions for performance of the Work.
>' ARTICLE 9 CONTRACT DOCUMENTS
t. i17 . PAS:.
9.01 Contents
f `rY
A. The Contract Documents consist of the following: :t>�'JJ�'
F:z h
.w r 1. This Agreement
rd�v
2. Performance Bond
3. Payment Bond
4. General Conditions uI <y
5. Supplementary Conditions
6. Specifications-as listed in the table of contents of the Project Manual
4 7. Drawings with each sheet bearing the following general title: Walnut Street Pump
Station, City of Jefferson
8. Addenda(numbers__to inclusive)
9. Exhibits to this Agreement (enumerated as follows): ,
a. Notice to Proceed rF
b. CONTRACTOR's Bid
•,�����' ,
C. Documentation submitted by CONTRACTOR prior to Notice of Award
C5-4199-00 00500-6 AGREEMENT
R1 -- 10/12/01
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ET PUMP STATION
WALNUT SIRE
CITY OF JEFFERSON, MISSOURI
lr' �•'Y lY.'r ej'11,
r, 10.The following which may be delivered or issued after the Effective Date of the
Agreement and are not attached hereto:
a. Written Amendmentsi,F "rk ;4;;
b. Work Change Directives
C. change Orders
ang
Yy, '}t�i�F'• 'Sr�l,',�
B. The documents listed in paragraph 9.01.A are attached to this Agreement(except as
expressly noted otherwise above).
I' C. There are no Contract Documents other than those listed above in this Article 9.
D. The Contract Documents may only be amended, modified, or supplemented as s tj
�w ��
r
provided in paragraph 3.04 of the General Conditions.
AR'TICI.E 10 - MISCELLANEOUS
rx'
10.01
.r Terms !•
Vli
A. Terms used in this Agreement will have the meanings indicated in the General
Conditions. yF;; 'r�n,-''',.
10.02 Assignment of Contract
,;. .,.'
A. No assignment by a party hereto of any rights under or interests in the Contract will
be binding on another party hereto without the written consent of the party sought to =f# ��., • +
'
be bound;and,specifically but without limitation,moneys that may become due and 1ri"
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
IX
discharge the assignor from any duty or responsibility under the Contract Documents.
Successors s � '
sors and Assign
x:re
Y
F,
A. OWNER and CONTRACTOR each binds itself,its partners,successors,assigns,and
legal representatives to the other party hereto, its partners, successors, assigns, and aa�f�R'�•.,
legal representatives in respect to all covenants, agreements, and obligations
; t contained in the Contract Documents. ^u
rr,rL 'tk:
� 1
10.02 Severability � ,.• ,.
A. An provision or part of the Contract Documents held to be void or unenforceable
rJk a : y P
under any Law or Regulation shall be deemed stricken,and all remaining provisions ,rt.r;
,tn AGREEMENTS ,.
C5-4199-00
00500-7
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V IN
WALNUT STREET PUMP STATION f s,• " ,(;;4 ,
CITY OF JEFFERSON, MISSOURI :f' "i},., ``Y '.•
who
' shall continue to be valid and binding upon OWNER and CONTRACTOR,
agree that the Contract Documents shall be reformed to replace such strickenF4 ;;`
provision or part thereof with a valid and enforceable provision that comes as close ,, s `
as possible to expressing the intention of the stricken provision.
i'�Y.Irir trar.'7�°
ARTICLE 11 -NON-DISCRIMINATION IN EMI 1 OYM[N'f 'r« ,
{f d
11.01 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
t: advertising; layoff or termination; rates of pay or other forms of compensation;and selection for
training, including apprenticeship.
fs��jj•�,� �i�il',t!'!,
11.02 CONTRACTOR will post in conspicuous places, available to employees and applicants for
L';::•:�•: employment,notices setting forth the provisions of this non-discrimination clause.
IM
}'
A. CONTRACTOR will,in all solicitations or advertisements for employees placed by or
on behalf of the CONTRACTOR, state that all qualified applicants will receivektA* 'wr
consideration for employment without regard to race, creed,color, or national origin. Yl` ';
i' B. CONTRACTOR will send to each labor union or representative of workers with which �r4A;;
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 '' •:S f'??�,�
-;, acid shall post copies of the notice in ; ' :`
Order No. l l 246 of September 24, }965,
conspicuous places available to employees and applicants for employment. 'a .;; ,_•,;
C. CONTRACTOR will comply with all provisions of Executive Order No. 11246 of
September 24, 1965,and of the riles,regulations,and relevant orders of the Secretary { ;.;
th•,r4��at.:S
of Labor. t:;
4tr,
„„�,•., D. CONTRACTOR will furnish all information and reports required by Executive Order � �,; ; •,yy�
•:'il j `i
No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the
{i4 r V Secretary of Labor,or pursuant thereto, and will permit access to his books, records,
'FattN 3� rrs
and accotmts by the contracting agency and the Secretary of Labor for purposes of ,
e with such rules regulations,and orders. +,+ '
investigation to ascertain compliant ,re g
iq 4{r, t'
E. In the event of the CONTRA non-compliance with the non-discrimination
.''S5 clauses of this Contractor with any of such rules,regulations,or orders,this Contract It =u,
may be cancelled,terminated or suspended in whole or in part and the CONTRACTOR `
j4 . may be declared ineligible for further Government contracts in accordance with
AGREEMENT
C54199-00
f?= C5-4199-00 00500-8
R I — 10/12/01
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON,MISSOURI
procedures authorized in Executive Order No. 11246 of September 24, 1965,and such Nti s
,., ,LL•^�
other sanctions may be imposed and remedies involved as provided in Executive Order
2 No. 1 1246 of September 24, 1965, or by rule,regulation,or order of the Secretary of
tK ? Labor, or as otherwise provided by law. :';
F. CONTRACTOR will include the provisions of Article I1 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, r
Ih '
!? , 1965,so that such provisions will be binding upon each subcontractor or vendor.The
P Y purchase
CONTRACTOR will take such action with respect to an subcontract or
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 �
x•s,,.,
=`Jc 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
aV' the interests of the United States. '
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CS-4199-00 00500-9 AGREEMENT
R1 — 10/12/01
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON,MISSOURI
OWNER and CONTRACTOR have signed this Agreement in duplicate. >\
IN WITNESS WI-iER.EOF,
d7f 3d
One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of the
Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their
•b:.
behalf.
20� (which is the Effective Date of the � '; <7 ;3,.!
This Agreement will be effective on
Agreement).
OWNER: CONTRACTOR:
By:
[CORPORATE SEAL] [CORPORATE SEAL)
yt.
Attest Attest tt`"rfkit33a
Address for giving notices:
{,} notices:
Address for giving g
>,Yt If OWNER is a corporation, attach evidence License No.
{I•;' �' of authority to sign. If OWNER is p
Agent for service of process: ` " '
•;�r; body,attach evidence of authority to sign
and resolution or other documents
authorizing execution
(if CONTRACTOR is a corporation or a
CONTRACTOR Agreement.
partnership,attach evidence of authority to sign).
ra^'
Designated Representative:
esi nated Representative:
` ?
D g P
t 'u' Name:
, 4 Name:
Title: x u`
(fit.,,_ t=. CSC}=. ,•+
Address: .: 3
Address: r '
Phone: N
Phone:
rruA
My„,s f',:;.F:• Facsimile:r acs
'.
r� r`�tt�• x�'u.
4
AGREEMENT
C5-4199-00 00500-10 '
RO—3/19/01
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WALNUT STREET PUMP STATION .12 .. .y.' :;
CITY OF .JEFFERSON, MISSOURI
Ve Z1'6'P ilr"-;; i.
SECTION 01230 AL'T'ERNATES
PART I - GENERALz°�
1.1 RELATED DOCUMENTS
VJ
I A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY ;r,,�.�� �r,�•r.
` A. This Section includes administrative and procedural requirements for alternates. ;', '
t i.• r;;::1
1.3 DEFINITIONS
A. Alternate: An amount proposed by bidders and stated on the Bid form for certain work ,,, a
1 �kYa..rt':%(�:t?l:n
defined in the Bidding Requirements that may be deducted from the Base Bid amount if '
>' { Owner decides to accept a corresponding change either in the amount of construction to _
be completed or in the products materials equipment, s stems or installation methods
f 7 "
;,.. Y �
described in the Contract Documents.
1. The credit for each alternate is the net deduction from the Contract Price toil,''-`'
incorporate alternate into the Work. No other adjustments are made to the
r1 Contract Price. ` '
' 1.4 PROCEDURES
A. Coordination: Modify or adjust affected adjacent work as necessary to completely '
integrate work of the alternate
g to into Project. '•t4{�1��j�,��,f�,:;•,:
1. Include as part of each alternate, miscellaneous devices, accessory objects, and
' * similar items incidental to or required for a complete installation whether or not
indicated as part of alternate.
q p
• B. Notification: Immediately following award of the Contract, notify each party involved
ralp )
'x in writing, of the status of each alternate. Indicate if alternates have been accepted,
` rejected, or deferred for later consideration. Include a complete description of
negotiated modifications to alternates. y.
' C. Execute accepted alternates under the same conditions as other work of the Contract. •,
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tr. C5-4199-00 01230-1 ALTERNATES
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WALNUT STREET PUMP STATIONr}F ; ,. '
CITY OF JEFFERSON MISSOURI ”' ;''
3"4�/'.y ;t�r'r.'.b.•f�:is i1��i.',�.,;,• :
D. Schedule: A Schedule of Alternates is included at the end of this Section. SpeeiGcation
Sections referenced in schedule contain requirements for materials necessary to achieve
the work described under each alternate. :. �,,,',,�,•;
PART 2 - PRODUCTS (Not Used)
tv
PART 3 - EXECUTION
ItO
3.1 SCHEDULE OF ALTERNATES
i A. Alternate Pump Manufacturers: A base Bid pump manufacturer is named in Section
11311. Under this alternate, submersible pumps of other pre-approved manufacturers
may be proposed. All modifications to the pump station structure piping electrical and
controls system necessary to incorporate the pumps of alternate pre-approved
manufacturers shall be included in the alternate bid amount.
B. Alternate Variable Frequency Drive Manufacturers: A base Bid variable frequency
drive manufacturer is named in Section 16157. Under this alternate, variable frequency
drives of other pre-approved manufacturers may be proposed. All modifications to the ' j'° t (
pump station structure electrical and controls system necessary to incorporate the tr�ti �d� ;'±�,.:•r=,
variable frequency drives of alternate pre-approved manufacturers shall be included in
the alternate bid amount. ' �f�tr°;1:.;
C. Alternate Motor Control Centers: A base Bid motor control center manufacturer is
named in Section 16482. Under this alternate •motor control centers of other pre-
approved manufacturers may be proposed. All modifications to the pump station ,;:`,.;t4a4{:. ,•,
structure, electrical and controls system necessary to incorporate the motor control'
center of alternate pre-approved manufacturers shall be included in the alternate bid
amount.
D. Alternate Medium-Voltage Metal-Enclosed Switchgear: A base Bid medium-voltage �
metal-enclosed switchgear manufacturer is named in Section 16351. Under thisx ,`Ny' '
alternate medium-voltage metal-enclosed switchgear of other pre-approved
.' manufacturers may be proposed. All modifications to the pump station structure, ,a :•.�
electrical and controls system necessary to incorporate the medium-volts emetal- ?^� ''{
Y rY rP g
enclosed switchgear of alternate pre-approved manufacturers shall be included in the
alternate bid amount.
;.r'M r4;a• t.
E. Alternate Dry Type Unit Substation Transformer: A base Bid dry type unit substation ,*
manufacturer is named in Section 16470. Under this alternate, dry type unit substations ' `
:
of other pre-approved manufacturers may be proposed. All modifications to the pump
station stnreture electrical and controls system necessary to incorporate the d e
� Y rY rp dry type
1 w!.�Y •,
4
05-4199-00 01230-2 ALTERNATES
RO— 10/12/01
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON, MISSOURI 'x '''�� '
r
SECTION 02241 - TEMPORARY SEWER ICY-PASSING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
1
. ;< A. Drawings and general provisions of the Contract including General and Supplementary ; : 4 "
Conditions and other Division I Specification Sections, apply to this Section.
-
1.2 SUMMARY ,'; �'� Mr�:°
A. The Contractor shall furnish all design, materials, labor, equipment, controls, power,
maintenance, etc. to implement temporary by-passing for the purpose of diverting
existing sewage flows around work areas whenever construction activities require it.
' 1.3 SUBMITTALS k ;
A. The Contractor shall prepare a detailed plan and description of the proposed by-pass M�rrs F
system(s) and submit in accordance with Section 01330. This plan shall be specific andir
complete including, but not limited to: ' �'^ ;3' '
1. Schedule ` ,,',t;
2. By-pass location plan showing tie-points,pipe routing, equipment locations
3. Method(s) of avoiding discharge to the surface, Missouri River, or other body of
water
4. Elevations of tie-points, piping, and equipment
S. Sections showing embedments and fill
�i
6. Sewer plugging method(s) � �'
•'MI.Y i:,, �fN�;h4W.��•S:,�t�,�1
7. Pipe sizes, materials, and joint methodsr't�•,,r_J ;
xr'f'11` (of used): capacity, horsepower, P erformance curve(s)) and 8. B Y-P ass pump sizes
noise levels) '»7,'<' '�`�
9. Method of protecting discharge manholes or structures from erosion and damage ,r'' `
10. Thrust blocks, restraining systems,and pipe supporting system(s)
11. Operating description �1`.; '
1.4 SYSTEM DESIGN REQUIREMENTS
'uY: • A. Capacity: The Contractor shall maintain sewer flow around the work area in a manner
; l '
, ma a to sewers and that will P rotect public and private property that will not cause da "^ �� '•`
�t,.•, i
from damage and flooding. By-pass systems shall have the capacity to by-pass average 1i;xxt J`
daily and potential peak daily flows:
s.�� S a�rfs{
C54199-00 02241-1 TEMPORARY SEWER BY-PASSING
RO- 10/12/01
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON MISSOURI
r
_�Iry t'axt t�t�
(77)
Sewer Average Daily Flow Peak Daily Flow Peak Wet Weather Flow
48" 7 MOD 9 MOD 30 MGDIr,`,•tta}�``
ytel ,
36" 2 MOD 3.5 MGD 10 MGD
!' B. Operations: B Y-P ass system(s) shall be capable of handling the flows listed in paragraph
A above, 24-hours per day, 7 days a week for the duration of the required by-pass. Any
operations personnel required will be supplicd by the Contractor. ; '•%,4} :;
C. Standby Equipment: Where pumps are used, the Contractor shall have adequate standby !?,a'',.
pumps installed and ready for immediate operation and use in the event of an
emergency or breakdown. The design capacity listed in paragraph A above shall be >" ,�•i?;,. ;
maintained with any one pump out of service. Standby pumps shall have automatic
start/stop or be manned 24 hours per day, 7 days a week.
�Xa rk+ sr`
D. Overflow: 'The by-pass system(s) shall be designed, constructed and operated so as not `,tr'"�{'r"
to allow for an b
y by-pass flow to the surface or to the Missouri River or to any other
drainage course or body of water. All flow must be captured and by-passed'to existing,
operating sewage pumping and treating facilities. ,irur'7.:';;
+,,•,n E. Flow Interruptions: No interruption of the flow of sewage is permitted. during the
duration of by-passing. Brief interruptions for the purposes of tie-ins are permitted only
t t. with the written permission of the Owner.
F. Protection of Existing Facilities: The Contractor shall protect existing facilities fromi'`����
damage due to activities associated with by-passing.
t(r � ifti{'}ia i�.'14��r' :t•
G. Disruption: By-pass piping, systems, and equipment outside the site shall not disrupt
normal use unless approved by the Owner and Engineer.
r e
PART 2 -PRODUCTS
L�•s T ,�
4 „ �� .i.
w: y 2.1 PIPINGL?ti `'
y6Sr•
A. Joints: All joints must be restrained, flanged, fusion welded, or secured with thrust „
P F� restraint blocks. ; '? '.4,:r.
B. Materials: Buried piping must be capable of handling soil loads as installed. 31�
:�fsJ S
,,i Sr Kc
C. Vacuum Controls: Vacuum release valves must be installed should the piping be subject
r to vacuum that could cause pipe collapse. ,.
C54199-00 02241-2 TEMPORARY SEWER BY-PASSING
lYfi'r
RO— 10/12/01
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON,MISSOURI +1�, '4 =%`''` '
i
(77� c
2.2 PUMPS tir''G'•.:t +f ”
A. Pumps (where used) may be diesel or electric. Temporary utilities shall be supplied by
the Contractor per Section 01500.
B. Pumps shall not exceed 80 dBA when measured at the site boundries.
1yt.�yt i8 Sot fit p,'
C. Pumps shall be protected from run-dry conditions.
D. Pumps shall be capable of pumping raw municipal sewage without fouling or plugging.
PART 3 EXECtJTION
3.1 INSTALLATION COORDINATION
A. All by-pass tie-ins must be coordinated with the Owner and Engineer. Any interruptions ,
of sewage flow not listed in the plan described in paragraph 1.3.A requires the prior, ; F tl,x=•>:f ;,
written permission of the Owner. �3` '
t ,
B. The Owner must be notified at least 1 day in advance of any planned interruption of
sewage flow. ,�l� r�
`.' 3.2 INSTALLATION AND REMOVAL
A. Plugging and blocking of sewage flows shall incorporate a primary and secondary
T;
When plugging and blocking is no longer needed, it is to be removed plugging device.
`;,n•, in a manner that permits the sewage flow to slowly return to normal without surge, to
prevent surcharging or causing other disturbances up or downstream.
OPERATION
3.3 'v
A. The Contractor shall confirm the by-pass system(s) is working correctly either byr,,
manning 24 hours per day or other approved means.
"rK r•. 3.4 MAINTENANCES r
<):%.•
A. The Contractor shall maintain the by-pass systems for the duration of by-passing. r'"!,p
Appropriate spare parts and equipment necessary to avoid discharge to the surface, •
Missouri River, or other body of water shall be kept on site. Operations and X4
Missouri
r,t� maintenance personnel shall be provided by the Contractor.
't•'°i
C54199-00 02241-3 TEMPORARY SEWER ICY-PASSING
t` RO— 10/12/01
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WALNUT STREET PUMP STATION ' yl� ,BI t�
4S. r E�, x'�j,t a'.•fit't
CITY OF JEFFERSON MISSOURI
SECTION 13451 -RADIO SYSTEM
PART 1 - GENERAL
�FT�K
,4 1.1 RELATED DOCUMEN'T'S &3
A. Drawings and general provisions of the Contract, including General and Supplementary ���'s
Conditions and Division 1 Specification Sections, apply to this Section. F s";".
1.2 SUMMARY
1. This Section includes radio systems requirements.
1.3 REFERENCES ; .,,°' ,
`s A. National Fire Protection Association(NFPA):
1. NFPA 70-National Electric Code (NEC).
B. Underwriters Laboratories(UL):
I. UL 508 -Industrial Control Equipment.
1.4 DEFINITIONS
t, A. I LC(s): Programmable Logic Controller(s). ,
✓,off ��� Y� �ie;'i'i.},
1.5 SYSTEM DESCRIPTION
>�
'y'?t A. The proposed radios stem is comprised of equipment that will enable the processors +�
SLC 5/04 located at Walnut Street Pump Station and the Waste Water Treatment Plant a *'
to communicate back and forth, as well as providing monitoring and control. The radio
system to be installed shall utilize unlicensed radio frequencies in the 900 MHz range.
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.$at 1.6 SUBMITTALS
A. Product Data:
i. 1. Submit manufacturer's product data sheets for equipment described in Part 2 of `5'4
this Section. Hri"p
B. Shop Drawings:
1. Submit component dimensional drawings.
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2. Submit wiring diagrams detailing wiring for power and communications.
. C5-4199-00 13451-1 RADIO SYSTEM 1;
RO- 10/12/01
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WALNUT STREET PUMP STATION "� 4
CITY OF JEFFERSON, MISSOURIr ,;"'t'' `
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C. Maintenance and Operation Instructions: ,t '
I= Submit electrical diagrams with information on repair, troubleshooting, and
testing. Include operational sequence description as well as programming
documentation required in this Section. " ''`.
' D. Radio Path Analysis
. 1. Systems Integrator shall submit radio path analysis report and conclusions fort.R
ti{I; each antenna, as described in Part 3.1, Paragraph B of this Specification prior to
:;. the installation with a communication level of not less than— 90dB.
1.7 QUALITY ASSURANCE
A. Regulatory Requirements: };4...,. .
m
I. Electrical Coponent Standard: Provide components that comply with NFPA 70
and that are listed and labeled by UL.
2. Listing and Labeling: Provide electrically operated components specified in this
c
Section that are listed and labeled as defined in the NEC, Article 100. L``
�ar;•.
1.8 WARRANTYtr �? ;
A. Radio system and accessories shall be fully warranted for one year after Project E -�
acceptance.
PART 2 PRODUCTS
2.1 RADIO SYSTEM
A. General: The PLCs located at the Pumping Station and Waste Water Treatment Plant '
shall be able to communicate via RS-232 serial interface with their respective radios. ta'ij= F;;s
The two sites, Pump Station and the WWTP, shall transmit data back and forth by
means of an unlicensed radio system as shown on the drawings. The radio system shall ��R��,�t� .•
be of peer-to-peer design. The Contractor shall be responsible for commissioning the 't=�
radio system in conjunction with the PLC including line of sight issues between the
Pump Station and the WWTP. The radio system shall consist of:
1. RS-232 cable between each PLC and radio transceiver E
2. Radio transceivers ?pf4
3. Power supplies
4. Low-loss coaxial cable between radio transceivers and antennae r:t,
�l.
5. Antennas
6= Surge Arrestors
C54199-00 13451-2 RADIO SYSTEM .; .',K'
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON,MISSOURI
B. Radio Transceiver: The radio transceivers shall be Catalog No. MDS 9810
' manufactured by Microwave Data Systems Inc. (Rochester,NY), or equal. 4
1. The radio transceivers shall transmit in the 900 MHz band.
2. The carrier power for the transmission signal shall be programmable from 0.1 to 5 T" ''
2 r••5!r
Watts, with an accuracy of±1.5 dB. The duty cycle shall be continuous with a 50
ohm output impenderice.
3. The radio transceivers shall have an input power range from 10.5 to 16 Vdc with
a transmission current of 2 A typical at 5 W, and a receive current of less than 125
4. The radio transceiver shall be enclosed in rugged die cast aluminum housing,
` operating in an environment range of-30°C to +60°C, and 95% humidity at 40°C. .+,f:`
5. The radio transceiver shall interface with RS-232 data types, and support
asynchronous simplex, half-duplex, andsynchronous modes at 4800 bps.
C. Power Su PP 1 Y� The radio transceiver shall be powered by a 12 VDC power su PP 1 Y) l +
Catalog No. SFL6-12-100 manufactured by Sola/He\i-Duty (Skokie, IL), or equal.
1. The power supply shall receive an input voltage of 120 VAC and output a voltage
''�,•;.
of 12 VDC with an output adjustment range of 12-14 VDC. The output voltage ,,aY%� :,'
r variation shall be ±1.0% maximum. The maximum output current shall be 6 A
) Fry.'y��fi,ft
and the minimum output current capability shall be 2.5 A.
P P Y cif•°�^is���f
2 , JYry
The power supply shall have abuilt-in LED for DC Power Status. �;'��`��'�.�'.�,�,�,�<'�':t�
3. The power supply shall have a steel case and snap-on 35 mm DIN rail mounting �'' r ,i=i.,K'�•``
,:.Y. ;.
per EN50022 or Chassis mounting. xE
D. Low-Loss Coaxial Cable: The radio transceiver shall be connected to the antenna via a 'f
( 'st
low-loss coaxial cable Catalog No. LDF6-50 manufactured b Andrew Orland Park "°Vi'`'i` '?j” "
I'
IL or equal. The cable shall be a minimum or 7/8 foam dielectric, HeliaxO cable
with 50-ohm impedance. The actual cable size to be determined by propagation and ,;,::
` path study. The cable shall have less than 0.876 dB/100ft attenuation at a frequency of r Us
960 MHz.
E. Antenna: The radio system shall utilize antenna types as appropriate for the site in
"+{ which the antenna is located. The antenna shall have an N Male connector, for 'f:Yf-' '�:''
connecting with the Heliax® coaxial cable, and shall be capable of being mounted on a �as,�a .yr+
rT 1.5)) to 2.4)) diameter mast.. The two types of antennas to be included in this design are
omni-directional antennas and yagi antennas.
I. Yagi antennas are anteiuias that transmit or receive data from a single specific
location. Ya i antennas shall transmit and receive in the 890-960 MHz � u`;`:: -,
is � ,�����,y�.�"•.:':;
bandwidth, and be Catalog No. 97-3661 A44 manufactured by Microwave Data
Systems Inc. (Rochester, NY), or equal. The antenna shall have a gain of 12 dB,
:,.-• with a minimum front to back ratio of 20 dB. The antenna shall be rated for the
power of the data transmission. Antennas shall be installed at the following
locations:
M� a. Pump Station - one (1) yagi antenna, for transmit and receive between
' Pump Station and the WWTP.
;y{�y C54199-00 13451-3 RADIO SYSTEM `
RO— 10/12/01 ' ;
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Er
E @ri rub s.
WALNUT STREET PUMP STATION
-
CITY OF JEFFERSON,MISSOURI
r !�
Omni-directional antennas are antennas that transmit data from a single location ;`'• ��<�'
. .
to a multitude of locations and receive data at a single location from a multitude kt.k;:,s:,.'af; •:.
•.';, of locations. Omni-directional antennas shall transmit and receive in the 390-960 1;,,'itt tN >at,• ,.
MHz bandwidth, and be Catalog No. OGB9-915 manufactured by the Scala ,'Ji;<<v'.
Division of Kathrein Inc. Medford OR), or c qual. The antenna shall have a gain
Y�,4t,�ksti�a1.y
'• of 9 dBd. The antenna shall be rated for the power of the data transmission.
Antennas shall be installed at the following locations: '
a. WWTP - one (1) omni-directional antenna, in order to transmit and receive
" between WWTP and the Pump Station.
i
F. Surge Arrestor: Each radio transceiver shall utilize a surge arrestor in series between the
coaxial cable from the antenna and the coaxial cable to the radio transceiver. The surge
a arrestor shall be located inside of the control panel, with the ground lead from the surge
:..:' arrestor connected directly to ground via not less than a #3 bare copper ground rY�.h4tit, ,
PlusO T-Series, Catalog No. APT-N
conductor. The surge arrestor shall be the Arrestor
k•..� 'i}f F3 C�t it ,' t 1
manufactured by Andrew (New Zealand), or equal. ,='.�`�.;, ."•,
PART 3 - EXECUTION `t�
. ''
3.1 INSTALLATION
1.,.
A. Install radio communications system as shown on drawings and according to
manufacturers instructions, and coordinate the installation of equipment with other
work.
B. It shall be the responsibility of the Systems Integrator to provide radio path analysis and
verify antenna mounting heights in order to ensure signal strength and integrity of the `''" ' "'
.' • radio system. The radio path analysis shall be completed prior to the construction and
installation of an tower that may be required to mount the antennas: The Systems ';
y Y q
Integrator shall provide to the Owner a complete record of the findings for antenna
mounting heights and exact locations of antenna poles/towers based on the path
analysis. h� ;`.,.;•;.
.;•,�.r ply � t�:,'3.
C. System Integrator shall be responsible for communication integrity and the properjtxs
k. operation of the radio system.
END OF SECTION 13451 ' # >'- �
,«,,�get. �ir,`•(,
0;Z",
tH1 RADIO SYSTEM `;
{y C5-4199-00 13451-4 4.
RO— 10/12/01 .;
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WALNUT STREET PUMP STATION ?,tr• •,,
CITY OF JEFFERSON, MISSOURI ttY'yz§ 'f"•
SECTION 15225 — CENTRIFUGALLY CAST FIBERGLASS REINFORCED POLYMER
MORTAR PIPE
PART 1 - GENERAL
' tt�,',y
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary ,,;+;{
Conditions and Division l Specification Sections apply to this Section.
1.2 SUMMARY Y` tr;bi;si`�
A. This Section includes specific piping requirements related to centrifugally cast ?fs,,,: ;
fiberglass reinforced polymer mortar process piping systems. �'�'.a :•.
B. Related Sections include the following: ' °:
C`.r•,;�.
l. Division 15, Section"Process Water and Waste Piping." �
1.3 SUBMITTALS `
}r: A. Submit the following in accordance with Conditions of the Contract and Division 1 ,� L;
t7 Specification Sections: i:'•
1. Manufacturer's Product Data for piping and fittings.
2. Certification signed by manufacturer that the pipe and fittings meet specification;>#;f �,;t
requirements.
l? ., PART 2 - PRODUCTS , >� '
s
2.1 PIPING SYSTEMSwY=.'
,Y 9i .t�
'• 1. �+'t�? �'�,,`�,,,`�:
A. Type P4, reinforced polymer mortar e r
2.2 REFERENCE SPECIFICATIONS
• ,•,. A. ASTM D3262 Standard Specification for "Fiberglass" (Glass-Fiber-Reinforced
'r•;, ;:, Thermosetting-Resin) Sewer Pipe. ,
B. ASTM D4161 — Standard Specification for Fiberglass (Glass-Fiber-Reinforced
vY't`l. Thermosetting-Resin) Pipe Joints Using Flexible Elastomeric Seals.
•t ; � C. ASTM D2412 — Standard Test Method for Determination of External Loading
I . Characteristics of Plastic Pipe by Parallel-Plate Loading.
J
C54199-00 15225-1 CENTRIFUGALLY CAST FIBERGLASS
RO— 10/12/01 REINFORCED POLYMER MOR'T'AR PIPE `� <
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON,MISSOURI
2.3 MA7'ERiALS �°t' ra
A. Resin Systems: The manufacturer shall use only
Y � y polyester resin systems with a proven
history of performance in this particular application. The historical data shall have been
acquired from a composite material of similar construction and composition as the ,�o•-;,`':'vtr:."
proposed product.
B. Glass Reinforcements: The reinforcing glass fibers used to manufacture the components
shall be of highest quality commercial grade E-glass filaments with binder and sizing
compatible with impregnated resins. g
�f�,IGn�j�rt
C. Silica Sand: Sand shall be minimum 98% silica with a maximuln moisture content of
0.2%. 'lt
�1. D. Add thixotropic
itives: Resin additives, such as curing agents, pigments, dyes, fillers,
agents, etc., when used, shall not detrimentally affect the performance of the product.
1 }f t+
E. Elastomeric Gaskets: Gaskets shall be supplied by qualified gasket manufacturers and U,��{j,��;,`,r���?f,:•,,
be suitable for the service intended.
CONSTRUCTION
2.4 MANUFACTURE AND C
iii t,�,�����,.".�•.i'�
Mfg:'., �'� �•�. : �
x A. Pipes: Manufacture pipe by the centrifugal casting process to result in a dense non- ��' p
porous, corrosion resistant, consistent composite structure.
B. Joints: Unless otherwise specified, the pipe shall be field connected with fiberglass
sleeve couplings that utilize elastomeric sealin g gaskets made of FPDM rubber
�s�;;�;Nk:,;�Fk�•. .
compound as the sole means to maintain joint watertightness. The joints must meet the
• performance requirements of ASTM D4161. Joints at tie-ins, when needed may utilize
fiberglass gasket sealed c y
•M closure couplings.
C. Fittings: Flanges elbows reducers tees
wyes, laterals, and other fittings shall be
capable of withstanding all operating conditions when installed. They may be contact xff:{tj
}?¢ molded or manufactured from mitered sections of pipe joined by glass-fiber-reinforced %i`t{{•. ;,;�;
_ks.
overlays. Properly P rotected standard ductile iron fusion-bonded epoxy coated steel xf'TA•tt s°`,
b �
and stainless steel fittings may also be used. , '
2.5 DIMENSIONS ' 1e �
"h A. Diameter: The actual outside diameter (18" to 48") of the pipes shall be in accordance
with ASTM D3262. For other diameters, OD's shall be per manufacturer's literature.
C5-4199-00
152_5-2 CENTRIFUGALLY CAST FIBERGLASS
` RO— 10/12/01 ..
�c REINFORCED POLYMER MORTAR PIPE
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WALNUT STREET PUMP STATION ? ,;
CITY OF JEFFERSON, MISSOURI
VV
B. Lengths: Pipe shall be supplied in nominal lengths of 20 feet. Actual Iaying length shall
be nominal +1, -4 inches. At least 90% of the total footage of each size and class of
pipe, excluding special order lengths, shall be furnished in nominal length sections.
C. Wail Thickness:The minimum total wall thickness shall be 0.72 inches.
D. End Squareness: Pipe ends shall be square to the pipe axis with a maximum tolerance of
1/8 inch.
2.6 TESTING ',' �� 1 ,,•
A. Pipes: Pipes shall be manufactured and tested in accordance with ASTM D3262. !� x�
B. Joints: Coupling joints shall meet the requirements of ASTM D4161. z,Af F ;
C. Stiffness: Minimum pipe stiffness when tested in accordance with ASTM D2412 shallut �":,
be 46 psi.
2.7 PACKAGING, I-IANDLING, SHIPPING
A. Packaging, handling, and shipping shall be done in accordance with the manufacturers ,t, tE,r
�� instn�ctioris. ��h�-i •
:r.',';•
2.8 ACCEPTABLE MANUFACTURERS '�t
7 `
A. Hobas Pipe USA,Inc.
PART EXECUTION
...
3.1 INSTALLATIONJ� yy�j; `:'
A. Burial: The bedding and burial of pipe and fittings shall be in accordance with the ,,•s3 r, . :: ;..
project plans andspecifications and the manufacturer's requirements.
B. Pipe Handling: Use textile slings, other suitable materials or a forklift. Use of chains or
cables is not permitted.
,...tidy i,,,{•„ y rl Ir,,,t{.
C. Jointing ';I:
' I. Clean ends of pipe mid coupling components.
2. Apply joint lubricant to pipe ends and elastomeric seals of coupling. Use only
lubricants approved by the pipe manufacturer.
3. Use suitable equipment and end protection to push or pull the pipes together. ,.,, ,
, P C5-4199-00 15225-3 CENTRIFUGALLY CAST FIBERGLASS ;•
` RO— 10/12/01 REINFORCED POLYMER MORTAR PIPE a
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U, S. ENVIRONMENTAL PROTECTION AGENCY
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WATER QUALITY OFFICE
r' CERTIFICATION OF NONSEGREGATED FACILITIES
(Applicable to federally assisted construction contracts and related subcontracts exceeding � ,;,``,;,.��,` �;;;•;�
$10,000 that are not exempt from the Equal Opportunity clause).
The federally assisted construction contractor certifies that it does not maintain or provide for its
employees any segregated facilities to perform their services at any location, under its control. si`rll + -
The contractor certifies further that it will not maintain or provide for its employees any
segregated facilities at any of its establishments, and that it will not permit its employees to ; +c +, :•: '
perform their services at an location under its control where segregated facilities are maintained. {�
The federally assisted construction contractor agrees that a breach of this certification is a
violation of the Equal Opportunity clause in this contract. As used in this certification, the term
segregated facilities means any waiting rooms, work areas, rest rooms and wash rooms, r �1ev YAf r�
restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, 4';St•r'1 '
parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing `t3 ,
facilities provided for the employees that are segregated by explicit directive or are in fact Y'f
segregated on the basis of race, creed, color, or national origin, because of habit local custom,or ,,u
otherwise. The federally assisted construction contractor agrees that (except where it has ! .. ;: '.;
t obtained identical certifications from proposed subcontractors for specific time periods) it will
obtain identical certifications from proposed subcontractors prior to the award of subcontracts
exceeding $10,000 that are not exempt from the provisions of the Equal Opportunity clause, and +
that it will retain such certifications in its files. �'���'
(Signature) (Date) '^ ``w'
tyi
Title and(Name(N it Signer)
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NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001.
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UNION PACIFIC RAILROAD COMPANY
Real Estate Department
R.D.Uhrieh
J.L.Hawkins
` Assistant Vice Prosident Director-Operations Support
J,A.Anthony M.E,Heenan
Director-Contracts Director-Administration&Budgets K;,,
D,D.drown D.H.Ughtwlne '" -
:1
Director-Real Estate Director-Real Estate ;.,,p�>x`,3r�• .t,tiJ,.:f
T,K.Love
M.W.Casey {;;rt<sF;:;:..•..
General Director-S cial Pro erties 1000 Farnam Street Director-Real Estate
p Omaha,Nebraska 68102
J.P.Gade
Fax:(402)997.3601 ' ' x' .
Dlrector•Facility Management
4. November 6 2001
Foldcr No: 01988-23 a` f •; 7"'°"
11 .
,
To the Contractor: 3fti�2'i{
Before the Railroad Company can permit you to perform work on its right of way for the f;iY?
' installation of pipeline crossing for CITY OF JEFFERSON, it will be necessary to complete the enclosed
Contractor's Right of Entry Agreement as follows:
s
n' 1. Fill in the complete legal name of the contractor in the space provided on Page 1 of the
.. r uS�ti, jl'55,1,{';'61�,�,�3•.
Contractors Right of Entry Agreement. If a corporation, give the state of incorporation. If a
C
partnership,give the names of all partners.
y .( r11`y,Gi
2. Fill in the date construction will begin and be completed in Article VI, Paragraph A. " �'�•' '.J,aa
Al
011 3. Fill in the name of the contractor in the space provided in the signature block at the end of the ,
Contractor's Right of Entry Agreement. If the contractor is a corporation, the person signing on +£ . .: �.•? ;i
its behalf must be an elected corporate officer.
4. Return all copies of the Contractor's Right of Entry g reement r together with your Certificate of
Insurance, identifying Folder No. 01988-23 r as required in Exhibit B-1 r in the attached self-
addressed
,
' envelope. �., �i'�%�•
"r 5. Check with Folder No. 01988-23 written on the front made payable to the Union Pacific r1R.ii` r iNi's: t
is r P Y '��•., l:Fi<s;:
Railroad Company in the amount of FTVE4 HUNDRED DOLLARS ($500.00). If you require
formal billing, you may consider this letter as a formal bill. In compliance with the Internal
Revenue Service's new policy regarding their Form 1099, I certify that 94-6001323 is the Railroad ' ';'
'
Company's correct Federal Taxpayer Identification Number and that Union Pacific Railroad
Company is doing business as a corporation. ,
Under Exhibit B-1 of the enclosed Contractors Right of Entry Agreement, you are required to
a`. procure Railroad Protective Liability Insurance RPLI for the duration of this project. As a service-to
you, Union Pacific is making this coverage available to you. You are not required to purchase this
coverage from the Railroad and are encouraged to shop the market for the best available rate. If you
h AV
decide, however, that acquiring this coverage from the Railroad is of benefit to you, simply follow the
instructions on the enclosed formrt'
,
After approval of the Contractors Right of Entry Agreement and the Insurance
ri � t Certificate our full executed document will be returned to you, with instructions to proceed.
,
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PL X&E ROE 940201 ? { >
Form Approved,AVP.Law
Folder No: 01988-23 t'rr
CONTRACTORS RIGHT OF ENTRY AGREEMENT
THIS AGREEMENT is made and entered into as of the day of
20�, by and between UNIOIW PACII+IC RAILROAD COMPANY, a Delaware corporation,
(hereinafter the"Railroad") and
r
corporation/partnership whose address is
(hereinafter the"Contractor").
RECITALS:
The Contractor has been employed by CITY OF JEFFERSON for the purpose of
constructing (hereinafter "work") only a 36 inch sanitary wastewater pipeline crossing on and
across roe of the Railroad at or near Mile Post 125.880 Jefferson City Subdivision/Brancli
property rh' c
tY
near Jefferson City,Cole County,Missouri.
The Contractor has requested the Railroad to permit it to perform the work and Railroad t
is agreeable thereto,subject to the following terms and conditions. } "� rrr
AGREEMENT:
NOW THEREFORE it is mutually agreed by and between the Railroad and Contractora�
as follows:
Article I. DEFINITION OF CONTRACTOR.
For purposes of this Agreement, all references in this Agreement to the Contractor shalli'
include the Contractors contractors subcontractors officers agents and employees, and others
f acting under its or their authority. tixf' r'5'.'''';i
Article II. RIGHT
_ GRANTED; PURPOSE.
{' The Railroad hereby grants to the Contractor the right, during the term hereinafter statedg;r
2•
and subject upon and ect to each and all of the terms
p ) , provisions and conditions herein contained, to
' enter upon and have ingress to and egress from the property described in the Recitals hereof and
as shown on the attached print dated May 29, 2001, marked Exhibit A, for the purpose of
performing the work described in the Recitals above. The right herein granted to Contractor is
limited to those portions of the Railroad's property specifically described herein, or designated by '"}{
the Railroad representative named in Article V.
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Article III. TERMS AND CONDITIONS CONTAINED() IN EXHIBITS B AND-B-1.
The terms and conditions contained in Exhibits B and B-1, hereto attached, are hereby
made a part of this Agreement.
1,•.
Article IV. ADMINISTRATIVE FEE.
Applicant shall pay to the Railroad FIVE HUNDRED DOLLARS ($500.00) as
reimbursement for clerical, administrative and handling expense in connection with the
processing of this Agreement.
Article V. ALL EXPENSES TO DE BORNE BY CONTRACTOR;
RAILROAD REPRESEN'T'ATIVE, ,
The Contractor shall bear any and all costs and expenses associated with any work
performed by the Contractor, or any costs or expenses incurred by the Railroad relating to this
• Agreement. All work performed by Contractor on Railroad's property shall be performed in a
{ manner satisfactory to the respective local Superintendent of Transportation Services of the i ins„ f
7 • t} f}y 5;t I:i
Railroad or his authorized representative (hereinafter the "Railroad Representative"). >
Article VI. TERM; TERMINATION.
r iy
A. The grant of right herein made to Contractor shall commence on
and continue until tx
unless sooner terminated as herein provided, or at
such time as Contractor has completed its work on Railroad's property, whichever is earlier.
Contractor agrees to notify the Railroad Representative in writing when it has completed its work f : ,�r`k ;
on Railroad prope rty.
B. This Agreement may be terminated by either party on ten (10) days' written notice to
T: r
the other party.
Article VII. CERTIFICATE OF INSURANCE.
':� 1p�t+t"y+;.��J of 4':�j,;t��•.
A. Before commencing any work, the Contractor will provide the Railroad with a `'' :=; yr4.
Certificate identifying F ',<<'`:
y g older No. Q19gg-23, issued b its insurance carrier
Y providing the �`�,• 7
insurance coverage required pursuant to Exhibit B-1 of this Agreement in a policy which }'iY r��•.
r y�i�fFiMj1i�
. %� `iii,:f4�•n��j';,
.;k': contains the following type of endorsement, t, �s'',•f,,.'
s`a„kr
•''t,
;,Y1•„ UNION PACIFIC RAILROAD COMPANY is named as additional insured a.sR1.r's't”
with respect to all liabilities arising out of Insured's, as Contractor, ;i`'{ `1 +:•
performance of an w property t ft
etforman y work on the p petty of the Railroad.
B. Contractor warrants that this Agreement has been thoroughly reviewed � ,`•'
• ,t 5
°�:•� g X d by its
'y+ •�'• insurance agent(s)/broker(s) and that said agent(s)/broker(s) has been instructed to rocure
it 7r�
insurance coverage and an endorsement as required herein.
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C. All insurance correspondence sliall be directed to: Folder No. 01988-23, Union
' Pacific Railroad Company, Real Estate Department, 1800 Farnam Street, Omah a, Nebraska ; cz Ark
68102. x{
k Article VIII. CHOICE OF FO Um.
ra;4 Litigation arising out of or connected with this Agreement may be instituted and
maintained in the courts of the States of Nebraska and Missouri only, and the parties consent to
jurisdiction over their person and over the subject matter of any such litigation, in those courts, f, ,
. ?�.
` and consent to service of process issued by such courts.
IN WI'T'NESS WHEREOF, the parties hereto have executed this Agreement in duplicate
t {J as of the date first herein written. ; kilt'
PIP
UNION PACIFIC RAILROAD COMPANY
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By
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Contracts Representative
(Contractor Name)
Title:
Telephone: ,
Fax:
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DIRECTION RELATIVE TO CROSSING www.uprr.com ! " '
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NOTE: ALL AVAILABLE DIMENSIONS MUST BE
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—TOE_— 9 a� (ANGLE OF CROSSING) a� ' . •:iii•:.?.:;,,.
_ INE IJ1CSr q.fl. IQONI
1 MCARCSr N.q. TORN$ �`� • �
` }
4/yQ�� (OCSCR IS CE FI%CD pOJECI OESCR BC TI%CD 06JCC _ / �1"ri`'•'�", '
SEE NOTE S) �ip
" /LIE 60RNE2 OF( � X04 RR IIrld NC...scuall FT.
4Q4��ij^♦ (DISTANCE ALONG TRACKp F�ROM SECTION LINE CROS51NG1 `
rJr FT. ove/ Weart Crreel,
(IIOTC- TIITS DIMENSION REOUIRCO IN ALL CASES.
AT LOCATIONS NOT USING SECr10NS. DISTANCE
TO A LEGAL SURVEY LIKE IS RCYAIIR[D) „., I' ''`'''`•
i�.
�. -�7�cx rt , I,
t CROUND STEEL CASING WALL
r MIN. Dlsr i SURFACE THICKNESS CHART s .+
500 Hot. 2�-- ' 1 NININUN DIMBETEA OF zil
SLSGRADE THICKNESS CASING PIPE
.2500- 1/4 12' OR L
.;..
.312s- 5/I6- OVER 12'-16'
.3750" 3/0" OVER t0--2r
pT, ' q� .4375" 7/16* OVER 22'-28
(4.5 FT YIN.) [J�.3 FT. r
FT. 120 rT. MAX.) .5000- 1/2 OVER 28"-!A p
' (3�t. M, SEAL CASING ,5625' 9/Ii' OVER 3A"-4r
(p
D
SEAL CASING
CASING PI (S•• Hats •) —————— — .6250" 5/6' OVER 42'-18'
' -- ------------------ T
---—— —
OVER 40" MUST BE
CA3VItEA PIP[ ♦ APPROVED BY R.R. CO.
NOTE: THIS CHART 13 ONLY
r^p V f� f-f� h f�l �-e - 1 PIPES WITH STEEL CASING YIELD
' 1 C. G Q ✓� STRENGTH OF 35.000 PSI. }'r"`5✓,%'y'S.
s ►T. FgRA41LA TO FIGURE CASING
FT. —^--�1 FT.
LENGTH WITH ANGLE OF
QQ
CROSSING OTHER THAN 9D•
D
FT.
NOTES i (CASING LENGTH MIEN MEASURED ALONG PIPELINE.) /.A SIN
CC MEASLRED AT AICHT ANGLES FROMq OF TRACK. •lD �,j•,.`�,.;;:>,:r�.
.` I1
ALL HORIZONTAL O(STAWES TO ,.r♦ 9 i}•{'r"�.'U��,"
71 CASINO TO EXTT?D DETCNO THE[ of TRACK AT RICNr ANGLES TO fDl[AT[R 0► 2O• JO IT-. OR 30/T..
ANO BEYOND LIMIT OF RAILROAD RIcNT-OF-4AY IF NECESSARY TO PROVIDE"OPER LENGTH OUTSIDE fN' TItAC7I• T1 MIN.GIST.
Y;..,�.. 31 YI MIIaY OR' SW FROM TUC OAD OF ANY MIlR0A0 BRIDGE, t OF ANY CLLVCA T, OR iR011 Ally SAITCJIING AAGL. (NOTE 7)
AI SIONAL REPRESCNTAT CYC MTST BE PR[SENT OL"11116 INSTALLATION IF RAILROAD SIGNALS Aft IN THE YICINITT OF CROSSII>:. Att {
SI ALLODAIN.E FIXED OBJECTS IHCLUOCY BACXIIALLS OF BRIDGES1 l OF ROAD CXOSSIHOS A OYCTINEAD VIADUCTS 401VC ROAD 14YE1� OR CLCYCRT S.
BI CASING AND CAw11 U1 PIPE MUST BE PLACED A YINIIAAA OF 2 FEET DOLOR THE. E%1371NG Fib ER Oft CABLE. AlT'f [XCAVATION RCOUIREO WITHIN
21'..0:'' S FEET OF THE EXISTING ►IBTJI OPTIC CABLE "T BE HAND DIl6. fis•I t'��tY'���,�
dq
? A) 15 PIPELINE CROSSING WITHIN DEDICATED STREET ? YES; 0; EXHIBIT '"A�."
B) IF YES, NAME OF STREET _ IraRAtlAOVUSEOrtn e'..s?�;:>s,.•'.'.
D) DISTRIBUTION LINE OR TRANSMISSION LINE _j e_—
CI CARRIER PIPE UNION PACIFIC RAILROAD CO.
COMMODITY TO BE CONVE'f D kWaISkeul°C�e
OPERATING PRESSURE PSI c.4o 1 1 4 Trc_lx 21'UJ�elm f[/!" A.46/t!& X", LEA ,';^.:,r,:,• :;
•DIAMETER 30 ;MATERIAL v H ; IAInolrutoN, `""'
WALL THICKNESS�—q, yw'r'+'r;'
F a ' ,,tr
E1 CASING PIPE
�_� • P O E. S.
Cllr ,
,-1,rfZ,e�•.r.
WALL THICKNESS ;D I AMETER��;MATERIAL SIRE.
NOTE :CASING MUST HAVE 2" CLEARANCE BETWEEN GREATEST ENCASED CROSSING AT
OUTSIDE DIAMETER OF CARRIER PIPE AND INTERIOR DIAMETER OF
, t3:•,
CASING PIPE. WHEN FURNISHING DIMENSIONS,
GIVE OUTSIDE OF
'•s• CARRIER PIPE AND INSIDE OF CASING PIPE. 1•wcsrat.l ICD1Nm IuAto Ca!� 5 '+I'
F) METHOD OF INSTALLING CASING PIPE UNDER TRACK(S): °
r,' O/
f? ✓
DRY BORE AND JACK I WET BORE NOT PERMIT
TED) ; Iw+llw•tl �i� y. '.
t5 sfi{4, i•
TUNNEL ; OTHER RR FILE NO.1�L- DATE
Y
CA) WILL CONSTRUCTION BE BY AN OUTSIDE CON
TRACTOR? YES;__ NO;
H) DISTANCE FROM CENTER LINE OF TRACK TO NEAR FACE OF BOaJ fiG AND
r A R N 1 H G
JACKING NG PITS WHEN MEASURED AT RIGHT ANGLES 70 TRACK__111_.--
:ISsr`i;: (SO' MIN.)
IN ALL OCCASIONS, u P. eawllllearlOHS
I) APPLICANT HAS CONTACTED 1-800-33G-9193, DEPARTLfM NAST BE CONTACTED IN ADVANCE
ypf U. P. COMdUN C TION OEPARTMENT, AND HAS DETERMINED FIBER OF ANT VM TO OETERYINC EXISTENCE ANO #.
.;
-OPTIC CABLE DOES ;—DOES NOT
EXIST I VIC N Y OF LDUrIa w ►ISa OPTIC cABLa w
'': 1rt• WORK TO BE P RFORMED TICKET NO. ►1111HE 1 I•ao lu-tl93
,
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UTILITIES X&.E ROE 990701 I t
IV Approved,AVP-Law
<i EXIIII3IT B TO CONTRACTOR'S RIGHT OF ENTRY AGREEMENT
NOTICE OF COMMENCEMENT OF WORK-FLAGGING.
Section 1. r .
The Contractor agrees to notify the Railroad Representative at least 48 hours in advance of Contractor commencing its work and at least
24(tours in advance of proposed performance of any work by the Contractor in which any person or equipment will be within 25 feet of any}tack,
or will be near enough to any track that any equipment extension(such as,but not limitce-to,a crane boom)will reach to within 25 feet of any <,: ,•
track. Upon receipt of such notice,the Railroad Representative will determine and inform the Contractor whether a flagman need be present and ,?:
whether the Contractor need implement any special protective or safety measures. If any flagmen or other special protective or safety measures
are perforated by the Railroad,such services will be provided at Contractors expense with the understanding that if the Railroad provides any
flagging or other services the Contractor shall not be relieved of any of its responsibilities or liabilities set forth herein.
Section 2. NO I� NTERFERENCE WITH RAILROAD'S OPERATION.
and uninterrupted use of the tracks,property
e constant continuous p ..
all cause an intecferen
interference with th t, P
• No work performed by Contractor shall y • ''' '"
and facilities of the Railroad its lessees, licensees or others, unless specifically permitted under this agreement, or specifically authorized in
advance by the Railroad Representative. Nothing shall be done or suffered to be done by the Contractor at any time that would in any manner
impair the safety thereof. When not in use,Contractors machinery and materials shall be kept at least 50 feet from the centerline of Railroad's ;;;;
nearest track,and there shall be no vehicular crossings of Railroad's tracks except at existing open public crossings.
Section 3. MECHANIC'S LIENS. ..'.'+
vide materials for the work to be performed by Contractor. The
The Contractor shall pay in full all persons who perform labor or pro if f
y
Contractor shall not create, permit or suffer any mechanic's or matcrialmen's liens of an kind or nature to be created or enforced against any
property of the Railroad for any such work performed. The Contractor shall indemnify and hold harmless the Railroad from and against any and
all liens,claims,demands,costs or expenses of whatsoever nature in any way connected with or growing out of such work done,labor performed,
r materials furnished. F
Section 4. PROTECTION OF FIBER OPTIC CABLE SY STEMS.
i.'>.
C,` t
a). Fiber optic cable systems may be buried on the Railroad's property. Protection of the fiber optic cable systems is of extreme importance
since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. Contractor shall telephone the ;,'; `a >• +
Railroad at 1-800-336-9193 to determine if fiber optic cable is buried anywhere on the Railroad's premises to be used by the Contractor. if it is,
Contractor will telephone the telecommunications company(ies)involved,arrange fo r a cable locator,make arrangements for relocation or other
protection of the fiber optic cable, all at Contractor's expense, and will commence no work on the right of way until all such protection or
relocation has been accomplished.
ttt cl,
b). In addition to other indemnity provisions in this Agreement,the Contractor shall indemnify and}told the Railroad harmless from and
against all costs,liability and expense whatsoever(including,without limitation,nttomcys'fees,court costs and expenses)arising out of any act
or omission of the Contractor, its contractor,agents and/or employees,that causes or contributes to(1)any damage to or destruction of any ,<`? ' ';
` telecommunications system on Railroad's property, and/or (2) any injury to or death of any person employed by or on behalf of any
g
telecommunications company,and/or its contractor,agents and/or employees,on Railroad's property. Contractor shall not have or seek recourse
against Railroad for any claim or cause of action for alleged loss of profits or revenue or loss of service or other consequential damage to a
.il.;. property.
telecommunication company using Railroad's property or a customer or user of services of the fiber optic cable on Railroad's
Section 5. COMPLIANCE WITH LAWS.
the Contractor shall secure any and all necessary permits and shall comply
In the prosecution of the work covered by this agreement,
with all applicable federal,state and local Laws, regulations and enactments affecting the work,The Contractor shall use only such methods ast,r'y+a;
and are consistent with safety,both as concerns the Contractor,the Contractor's a eats and employees,the officers,agents,employees property
i ztr:
of the Railroad and the public in general.The Contractor(without limiting the generality of the foregoing)shall comply with all applicable state
.; and federal occupational safety and health acts and regulations. All Federal Railroad Administration regulations shall be followed when work ifaf;;
a-IV rformed on the Railroad's property. If any failure by the Contractor to comply with any such laws,regulations,and enactments,shall result r `
y fine, penalty,cost or charge being assessed,imposed or charged against the Railroad,the Contractor shall reimburse and indemnify the
Page I of 3 Exhibit E3 VfF; ;5
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UTILITIES X&E ROE 990701
r
F%c Approved,AVP-Law
.� curt costs a d expenses. The Contractor further
tom. Railroad for any such fine,penalty,cost,or charge,including without limitation attorneys fees, a n p
agrees in the event of any such action, upon notice thereof being provided by the Railroad,to defend such action free of cost,charge,or expense ,
to the Railroad.
Section 6. SAFETY INSTRUCTIONS.
41' W,M',h,,"".{
Safety of P crsonnel,property,rail operations and the P ublic is of P aramount importance rtance in the of the work P ursuant to this
agreement. As reinforcement and in furth^ramce of overall safety measures to be observed by the Contractor(and not by way of limitation),the f{'-ryt'1si ;'`
following special safety rules shall be followed:
a). The Contractor shall keep the job site free from safety and health hazards and ensure that its employees are competent and
adequately trained in all safety and health aspects of the job. The Contractor shall have proper first aid supplies available on the job
site so that prompt first aid services can be provided to any person that may be injured on the job site. The Contractor shall promptly .',, "Y
notify the Railroad of any U.S.Occupational Safety and Health Administration reportable injuries occurring to any person that may arise „5,;: Y;':'`
during the work performed on the job site. The Contractor shall have a non-delegable duty to control its employees,while they are on
the job site or any other property of the Railroad to be certain they do not use,be under the influence of,or have in their possession any
alcoholic beverage,drug, narcotic or other substance that may inhibit the safe performance of work by the employee.
r
r,•,x 7
b). The employees of the Contractor shall be suitably dressed to perform their duties safely and in a manner that will not interfere
with their vision,hearing or free use of their hands or feet. Only waist length shirts with sleeves and trousers that cover the entire leg
are to be worn. If flare-legged trousers are worn,the trouser bottoms must be tied to prevent catching. The employees should wear
'A"
sturdy and protective work boots and at least the following protective equipment:
tlh,4� `4'II
(1) Protective Bead gear that meets American National Standard-Z89.1-latest revision. It is suggested that all hardhats I
'`'
be affixed with Contractor's or subcontractor's company logo or name.
(2) Eye protection that meets American National Standard for occupational and educational eye and face protection, t R;1%±•,;'a<:'s•':
Z87.1-latest revision. Additional eye protection must be provided to meet specific job situations such as welding,grinding,
burning,etc.,and
(3) Hearing protection which affords enough attenuation to give protection from noise levels that will be occurring on �€j
the job site. trF
t t4
c). All heavy equipment provided or leased by the Contractor shall be equipped with audible back-up warning devices. if in the ,>1;f:. =.,t
opinion of the Railroad Representative any of Contractor's or any of its subcontractor's equipment is unsafe for use on the Rai lroad's
right-of--way, the Contractor, at the request of the Railroad Representative, shall remove such equipment from the Railroad's
right-of-way.
Section 7. INDEMNITY.
a). As used in this Section, "Railroad" includes other railroad companies using the Railroad's property at or near the location of the
,•. ii Contractor's installation and their officers, agents, and employees;"Loss" includes loss, damage, claims,demands, actions, causes of action, it:,l. ?,"t;'•'.
penalties,costs,and expenses of whatsoever nature, including court costs and attorneys fees,which may result from: (a)injury to or death of
persons whomsoever(including the Railroad's officers,agents,and employees,the Contractor's officers,agents,and employees,as well as any Iaatzli.{sl' {`
other person);and/or(b)damage to or loss or destruction of property whatsoever(including Contractor's roe damage to the roadbed,tracks,
P Pe Y ( g P property, g
equipment,or other property of the Railroad, or property in its care or custody).
b). As a major inducement and in consideration of the license and permission herein granted,the Contractor agrees to indemnify and hold
x,y harmless the Railroad from an Loss which is due to or arises from an cause and is associated in whole or in art with the work performed under
this agreement,a breach of the agreement or the failure to observe the health and safety provisions herein,or any activity,omission or negligence
''' n arisin out of erformance or no erforrnance of this agreement. However,the Contractor shall not indemnify the Railroad when the Loss is
caused by the sole negligence of the Railroad.
The Contractor shall maintain whatever insurance coverage is necessary to adequately underwrite its general and contractual liability trr�a�,• '�:,- ,,,
der the terms of this Agreement.
Page 2 of 3 Exhibit ti 111,21i
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UTILITIES X&E ROE 990701
r,
IV Approved,AVP•Law
r s Ir •�, ,;r
.';.: Section 8. RESTORATION OF PROPERTY.
In the event the Railroad authorizes the Contractor to take down an fence of the Railroad or in an manner move or disturb any of
other property of the Railroad in connection with the work to be performed by Contractor,then in that event the Contractor shall,as soon as r .
possible and at Contractor's sole expense,restore such fence and other property to the same condition as the some were in before such fence was p
taken down or such other property was moved or disturbed. y
Section 9. WAIVER OF BREACII. ,.
The waiver by the Railroad of the breach of any condition,covenant or agreement herein contained to be kept,observed and perforined
! by the Contractor shall in no way impair the right of the Railroad to avail itself'of any remedy for any subsequent breach thereof.
Section 10. ASSIGNMENT-SUBCONTRACTING.
reement,or any interest therein,without the written consent of the Railroad
The Contractor shall not assign,sublet or subcontract this ag rt ,,; :,•
and any attempt to so assign,sublet or subcontract without the written consent of the Railroad shall be void. If the Railroad gives the Contractor
.t�.. permission to subcontract all or any portion of the work herein described, the Contractor is and shall remain responsible for all work of
subcontractors and all work of subcontractors shall be governed by the terms of this agreement.
�'01111
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CONTRACTOR'S RIGHT OF ENTRY INS.02/16/01
r%VOLVING PIPELINE,WIRELINE 84 DRAINAGE WORK ? :;'; '' '•
Form Approved,AVP-Law
EXHIBIT B-1 j
Union Pacific Railroad Company
Insurance Provisions For
Contractor's Right of Entry Agreement " k"`';
{ '
' Involving
Pipeline, Wireline, or Drainage Work on Union Pacific Property
{ Contractor shall,at its sole cost and expense,procure and maintain during the life of this Agreement the following insurance coverage:
A. Commercial General Liability insurance. This insurance shall contain broad form contractual liability with a single limit of at least
$2,000,000 each occurrence or claim and an aggregate limit of at least $4,000,000. Coverage must be purchased on a post 1998 ISO
or equivalent form,including but not limited to coverage for the following:
• Bodily injury including death and personal injury
• Property damage
• Fire legal liability(Not less than the replacement value of the portion of the premises occupied)
r .
• Products and completed operations
The policy shall also contain the following endorsements which shall be indicated on the certificate of insurance:
'For purposes of this insurance, Union Pacific Railroad payments related to the Federal Employers Liability Act or a Union
Pacific Wage Continuation Program or similar programs are deemed not to be either payments made or obligations assumed under
r any Workers Compensation,disability benefits,or unemployment compensation law or similar law."
• The exclusions for railroads (except where the Job site is more than fifty feet (50) from any railroad including but not
limited to tracks, bridges, trestles, roadbeds, terminals, underpasses or crossings), and explosion, collapse and underground
hazard shall be removed. 'L,.is�':;3
• .Coverage for Contractor's(and Railroad's) employees shall not be excluded
• Waiver of subrogation
B. Business Automobile Coverage insurance. This insurance shall contain a combined single limit of at least $2,000,000 per t''�s"' '
occurrence or claim, including but not limited to coverage for the following:
Bodily injury and property damage
• Any and all motor vehicles including owned, hired and non-owned
The policy shall also contain the following endorsements which shall be indicated on the certificate of insurance:
' • "For purposes of this insurance, Union Pacific Railroad payments related to the Federal Employers Liability Act or a Union
Pacific Wage Continuation Program or similar programs are deemed not to be either payments made or obligations assumed under
any Workers Compensation,disability benefits,or unemployment compensation law or similar law."
• The exclusions for railroads (except where the Job site is more than fifty feet (50) from any railroad including but not n�r
limited to tracks, bridges, trestles, roadbeds, terminals, underpasses or crossings), and explosion, collapse and underground
"'�`'"_.; hazard shall be removed.
Motor Carrier Act Endorsement-Hazardous materials clean up(MCS-90) if required by law.
C. Workers Compensation and Employers Liability insurance including but not limited to:
Contractor's statutory liability under the workers compensation laws of the state(s) affected by this Agreement
K;' "f • Employers'Liability(Part B)with limits of at least
$500,000 each accident, $500,000 disease policy limit
$500,000 each employee
If Workers Compensation insurance will not cover the liability of Contractor In states That require participation In state workers':
compensation fund,Contractor shall comply with the laws of such states. If Contractor is self-insured, evidence of state approval must
P p Y PP
Qhegp provide d along with evidence of excess workers compensation coverage. Coverage shall Include liablllty arising out of the U, S.shoremen's and Harbor Workers'Act,the Jones Act, and the Outer Continental Shelf Land Act, If applicable.olicy shall also contain the following endorsement which shall be Indicated on the certificato of Insurance; +
Alternate Employer Endorsement
t.A}ibie ?N .
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CONTRACTOR'S RIGHT OF ENTRY INS. 02/16/01
It�/OLVING PIPELINE,WIRELINE 8 DRAINAGE WORK
Foft Approved,AVP-Law
III t, D. Umbrella or Excess Policies In the event Contractor utilizes Umbrella or excess policies, these policies shall "follow form" and
afford no less coverage than the primary policy,
E. Railroad Protective Liability insurance naming only the Railroad as the insured with a combined single limit of $2,000,000 per ,, fy,.,,,; '•
000,000 aggregate. The olio shall be broad form coverage for "Physical Damage to Property" ISO Form CG ?'}
;�.:.• ; occurrence with a $G, policy 9 Y 9 (
•;' 00 35 07 98 or equivalent). A binder stating the policy is in place must be submitted to the Railroad until the original policy is forwarded
to the Railroad. gaf�if✓;
I,; Other Requirements ^4"�n'`0
F. Punitive damage exclusion must be deleted,which deletion shall be indicated on the certificate of insurance.
{f 4 S
G. Contractor agrees to waive its right of recovery, and its insurers, through policy endorsement, agree to waive their right of
subrogation against Railroad. Contractor further waives its right of recovery, and its insurers also waive their right of subrogation
against Railroad for loss of its owned or leased property or property under its care, custody and control. Contractor's insurance shall
` be primary with respect to any insurance carried by Railroad. All waivers of subrogation shall be indicated on the certificate of
t insurance.
H. All policy(ies) required above (excluding Workers Compensation) shall provide severability of Interests and shall name Railroad as i`[+''
a •, an additional insured. Severability of interest and naming Railroad as additional insured shall be Indicated on the certificate of
Insurance.
I. Prior to commencing the Work, Contractor shall furnish to Railroad original certificate(s) of insurance evidencing the required
9 awl":, rx}tA:':Ik
coverage, endorsements, and amendments. The certificate(s) shall contain a provision that obligates the insurance com an ies
issuing such policy(ies)to notify Railroad in writing of any cancellation or material alteration. Upon request from Railroad, a certified
uplicate original of any required policy shall be furnished. A
• ��':1' t,p fir,;y'r.,l
J. Any insurance policy shall be written by a reputable insurance company acceptable to Railroad or with a current Best's Insurance <<i.*�74�x �•'.`".
Guide Rating of A-and Class VII or better, and authorized to do business in the state(s)in which the service is to be provided.
'^< K. Contractor WARRANTS that this Agreement has been thoroughly reviewed by Contractor's insurance agent(s)/broker(,,),who have ��j;4rzt�;,i;,,,•.',
been instructed by Contractor to procure the insurance coverage required by this Agreement and acknowledges that Contractor's
insurance coverage will be primary.
L. The fact that insurance is obtained by Contractor or Railroad on behalf of Contractor shall not be deemed to release or diminish the w'kt•t. `�s.. sJ'
liability of Contractor, including,without limitation, liability under the indemnity provisions of this Agreement. Damages recoverable by' rg,
Railroad shall not be limited by the amount of the required insurance coverage. ;;JtsY; '<i;�
';tii,ir � 's� , •y'� '�j�'`'it
i
♦
AN,"! Page 2 of 2
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UNION PACIFIC RAILROAD COMPANY
Real Estate Department
R.D.Uhrich J.L.Hawkins
Director•O rations Su rt
Assistant Vice President Pe PPo ;,•~•r�{�,(,,5,,,
J.A.Anthony M.E,Hoonan
Director-Contracts Director-Administration&Budgets
D.D.grown D.H.Ughtwino
Director-Real Estate Dlrector•Real Estated{_,'..v-,;;=;;''•:
M.W.Casey T.K.Love
1800 Farnam Street
General Director-Special Properties DlrectonReal Estate
Omaha,Nebraska 68102
J.P.Gado Fax:(402)997.3601
Director-Facility Management t,;. r$y r 4•+ 1
November? 2001 r;' ? •` 41`"''
Folder No: 01988-27 ;rtU
To the Contractor: `-" ';i# �;;
Before the Railroad Company can permit you to perform work on its right of way for the
installation of'pipeline crossing for CITY OF JEFFERSON, it will be necessary to complete the enclosedxd,
Contractor's Right of Entry Agreement as follows:
'r'1 i. Fill in the complete legal name of the contractor in the space provided on Page I of the
Contractor's Right of Entry Agreement. If a corporation, g ive the state of incorporation. If a
partnership, give the names of all partners. �,.•,
2. Fill in the date construction will begin and be completed in Article VI, Paragraph A.
3. Fill in the name of the contractor in the space provided in the signature block at the end of the
�'�":r ter;:•;
'f`•, Contractor's Right of Entry Agreement. If the contractor is a corporation, the person signing on
its behalf must be an elected corporate officer. I it
4. Return all copies of the Contractor's Right of Entry Agreement, together with your Certificate of
Insurance, identifying Folder No. 01988-27, as required in Exhibit B-1, in the attached self-
J, addressed envelope.
5. Check, with Folder No. 01988-27 written on the front, made payable to the Union Pacificf� r;fi<xa's'}: .
Railroad Company in the amount of FIVE HUNDRED DOLLARS ($500.00). If you requireh{{a;cnsaty
formal billing, you may consider this letter as a formal bill. In compliance with the Internal ; ;`a�# ; `Mlls
Revenue Service's new policy regarding their Form 1099 I certify that 94-600]323 is the Railroad �„5k'a
} Company's correct Federal Taxpayer Identification Number and that Union Pacific Railroad
of
r
Company is doing business as a corporation.
Under Exhibit I3-1 of the enclosed Contractors Right of Entry Agreement, you are required to
;t procure Railroad Protective Liability Insurance (RPLi) for the duration of this project. As a service to
you, Union Pacific is making this coverage available to you. You are not required to purchase this
coverage from the Railroad and are encouraged to shop the market for the best available rate. If you tF �
.y. decide, however, that acquiring this coverage from the Railroad is of benefit to you, simply follow the
instructions on the enclosed form.
S, After approval of the Contractor's Right of Entry Agreement and the Insurance
Certificate, your fully-executed document will be returned to you, with instructions to proceed.
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RUE 940201
Form Approved, AVP.Law
Folder 01988-2
CON'T'RACTORS RIGHT OF .ENTRY AGREEMENT
THIS AGREEMENT is made and entered into as of the day of ';"t;'° ��;�° `{'a
20� by and between UNION PACIFIC RAILROAD iCOIO'II'ANX, a Delaware corporation, �'�{, ,,it
(hereinafter the
"Railroad") and
al
corp rtnersh ho {
corporation/partnership,ip, w se address is
herein "
( after the "Contractor").
RECITALS:
..4' Contra
The Contractor has been employed by CITY OF ,JEFFERSON for the purpose of �4.���i��ti ,'•J:
constricting (hereinafter "work") only a 36 Inch sanitary wastewater pipeline crossing on and
across property of the Railroad at or near Mile Post 125.900, Jefferson City ubdivision/Branch
` near Jefferson City Cole County, y
� ,Missouri.
'„• `; Y: tir."'S:s�j'y1"�;�,rt
The Contractor has requested the Railroad to pit it to perform the work and Railroadgy`?'f
roa permit
is agreeable thereto subject to the following
:x.�. ,,'sJYa r,`/• � J owing terms and conditions. �F •.;�a�� :�<
r>tnki��tir';'
AGREEII,IENT: '�� :,
t: NOW THEREFORE it is mutually agreed b and between the Railroad and Contractor � ;:t� w:s.
as follows: y g Y
3�'yi�l i�'{l� ii^••
Article I. DEFINITION OF CONTRACTOR.
RACTOR.
For purposes of this Agreement, all references in this Agreement to the Contractor shall Qrs �,;,=
' include the Contractor's contractors, subcontractors, officers, agents and employees, and others
acting under its or their authority,
Article II. RIGHT GRANTIED- PUT.
�;. •' ::t
The Railroad hereby grants to the Contractor
tar the right, during the term hereinafter stated
and upon and subject to each and all of the terms, provisions and conditions herein contained to
enter upon and have ingress to and egress from the property described in the Recitals hereof and `
as shown on the attached print dated May 29, 2001, marked Exhibit A, for the purpose of
performing the work described in the Recitals above, The right herein granted to Contractor is
limited to those portions of the Railroad's property specifically described herein, or designated by
v.
the Railroad representative named in Article V.
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Article III. TERMS AND CONDITIONS CONTAINED IN EXHIBITS B AND B-11.
The terms and conditions contained in Exhibits B and B-1, hereto attached, are hereby
this Agreement.
made a part of
Article IV. ADMINISTRATIVE FEE.
+i r L
Applicant shall pay to the Railroad FIVE HUNDRED DOLLARS ($500.00) as
reimbursement for clerical, administrative and handling expense in connection with the
processing of this Agreement. (II(( t
ALL EXPENSES TO BE BORNE BY CONTRACTOR;
Article V.
PRESENTATIVE.
� lt
RAILROAD E E�;,,•:^,*„f�,j,�,; :,
The Contractor shall bear any and all costs and expenses associated with any work
U lit
performed by the Contractor, or any costs or expenses incurred by the Railroad relating to this
Agreement. All work performed by Contractor on Railroad's property shall be performed in ax„s } xr
manner satisfactory to the respective local Superintendent of Transportation Services of the
Railroad or his authorized representative(hereinafter the Railroad Representative"). V
TERM; TERMINATION.
Article VI.
A. The grant of right herein made to Contractor shall commence on
Ql � and continue until , unless sooner terminated as herein provided,or at
such time as Contractor has completed its work on Railroad's property, whichever is earlier. ty�� wt,
Contractor agrees to notify the Railroad Representative in writing when it has completed its work r� , a ;y.',�
on Railroad property. wl'';�°`
B. 'This Agreement may be terminated by either party on ten (10) days' written notice to
the other parry.
Article VII. CERTIFICATE OF INSURANCE. v�'? �r(; k 'r�•.
will provide the Railroad with a
A any work, the Contractor
Before commencing
=1.t Certificate, ide��titying Folder No. 01988-27, issued by its insurance carrier providing the
'c � a
t''`.•si insurance coverage required pursuant to Exhibit B-1 of this Agreement in a policy which ��at;;:` !
rtt.
contains the following type of endorsement.
1' hk rF.,:iaift�ft,t.
as additional insured
UNION PACIFIC RAILROAD COMPANY is named
with respect to all liabilities arising out of Insured's, as Contractor, wu
k�artl.a'
performance of any work on the property of the Railroad.
B. Contractor warran ts that this Agreement has been thoroughly reviewed by its }, }
#?< ;
,'
insurance a ent a /brokers and that said agent(s)/broker(s) has been instructed to procure :rk
insurance coverage and an endorsement as required herein. ;x:,
77J.�1
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4)
C. All insurance correspondence shall be directed to: Folder No. 01988-27, Union }
.:6 Pacific Railroad Company, Real Estate Department, 1800 Farnam Street, Omaha, Nebraskax
68102.
Article VIII. CHOICE OF FORUM. '"'
Litigation arising out of or connected with this Agreement may be instituted and
y%• maintained in the courts of the States of Nebraska and Missouri only, and the parties consent to r
jurisdiction over their person and over the subject matter of any such litigation, in those courts, '',
and consent to service of process issued by such courts, '
IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate
3 ' p . as of the date first herein written.
UNION PACIFIC RAILROAD COMPANY
\ r �T
By
Contracts Representative
SYto",
(Contractor Name) } ',
By
rfFt; 'Title:
Telephone:
Fax:____---
WVII
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s
APL'.CE ARROW I ND I CAT 1 NG NORTH = FORM DR-0404-8
DIRECTION RELATIVE TO CROSSING REV. 5- 15-98
w� \° www.uprr.com
ENCASED NON-FLAMMABLE
wt � PIPELINE CROSSING
NOTE: ALL AVAILABLE DIMENSIONS MUST BE
NO SCALE FILLED IN TO PROCESS THIS APPLICATION. ;
UP T�
11. HR'S Rtw
'„ ( �FT.— 55_Fr. ( {J( titiFurY.: xl
v FT. FT, ti
y . (stt rrort a a s) (st[NoTt a S) fLA
f T. boa
` r UAnAe�L thlb. L
12� p , p .-
f0 ANGLE OF CROSSING) a j TO
I u.I% -R,N, tOMNI ` MAIN TRACA INCARCSf R,R, TOWNS
t 7 . 1 t . 'Fl ;,""liar;'•
IOC CRIOL r kC0 OOJ[C.t (0 SCRISE flOTE OBJCCt) ,
A (SEE NOTE S) �•`t"',V•}''r{. .
? 4e� cDltaer_ ,y� �� RR bR>,t -AMWt LL FT.
1 ISIANCC AIOND TRACK S(G iON LILAC C7W SINGI
Fi. I] `C.w .�°S C. 1.+= �r� -'•�``�� I l ::.";_.`,.•,.::
(1101EJ THIS OIWNSIOn ACOUiACD IN ALL CASES. I '
AT LOCATIONS /NOT USING 3CCf10Ni, STANCE
- f0 A LCOAL SURVCY ZINC IS ACOUtRCO) r- - �♦:`�'.�,�;'`..••,S,},y�
k,
" 1 CROUO STEEL CASING WALL I >' 1: °
uln. OISt 1 SUIFACr. THICKNESS CHART
`. ' _------- S.e Hole �""-.._ .
woCNRAOE I THICKN SS DIAMETER OF
1 E CASINO PIPE �r,=r%'.•,
.2500- I! 12' OR LESS
� I .3lzs" s/I6- ovl:R I2'-le-
�p . .3750' 3/8' OVER for-22"
F T.
(A.3 i 1 uIN.) � .A3T0' 7/16' OVER 22'-20'
< .5000' 1/2- OVER 20"-34'
_ MAX) StAL CASINO .5625' 9116' OVF51 ]i'-Av w0' "';.rr;q .:
y $01. CAS NO – ._ .-• CASING P r'�(See Note •) ——�3 iT.�LAIN.i — 2' �it:•�i<�';•
I \ .6250' 510- OVER 42--48 I FJ f"
/ ' N OVER 48' iAlST BE
CAAAICA PIP[ —— ——� APPROVED BY R.R. CO.
(A� / -• -• /� 'T/ _ ( Z \O�
FOR SMOOTH HART 1[5ASIHG r''�Sgra}a�{'
PIPES WITH MINIMUM YIELD
/ ' J STRENGTH OF 35,000 PSI.
►t. �r a�FT. ------� �M-- �QFT. + FOPM&A TO FIGURE CASING
LENGTH WITH ANGLE OF
CROSSING OTHER THAN 9p
(CASING LEND *HER SIRED ALOnG PIPELINE.) 9
tNUfl3 t (
11 ALL 1*01110NiAL 013TANCCS TO iE NCA."1D AT RIGHT ANGLES FMWIL Of TRACK. L4 SIN ZIRAC11
71 CASING 10 111tNO INITONO 1119 I< Of TRUCK AT RICHT ANq,U THI CAEAtER OC W• :0 FT.. OR 30 Fr.. NoANC ItEYONO LINIT Or RAILMiAO RICHI-W-.AT it NCCCISARY TO PROVIDE PACPtA LENGTH OUTSIDE Of TRACK.HINILLAI fX SD' FaON T►NE tND OF AAIY(RAILROAD oaloGE, 4 OX uft cSAYE1T, OR FROU AAFY sW1TQ1111C AA[A.AI SIGNAL atPR[SCNfAT1YE NriT DE ►RCSCNF OeMIkO IN'SfAILATIWI IF MILAOAO SIGNALS AJte IM T{id YICINITV of cstossllOC.
31 ALLO/AALC FIXID DSJtCFS INCLUO0 SA 11ALl3 Of 01110"St 4 Of ROAD CAOSSINO3 t OVETNGD VIADUCTS I GIVc ROAD NuACI. oR CULVCRTi r0'?,it {'!"
LI CASING AND GIAIER PIPE LUST K PLACED A MINI" SC I f[KT "LOq nvE EXISTING rIKA OPTIC CAOLL ANY CMAYATION KOUIRCD WITHIN ;�t'E`:;'.Z',=.•`F`I'Ha��� .�'
y/[tt 0► tIM, TY_I_lfING r19FR OPTIC GARLIC IA137 94 NANO fTU6.
Al 15 PIPELINE CROSSING WITHIN DEDICATED STREET ? YES• O• ;,,;
0) IF YES, NAME OF STREET .� IFUA fulutMD w van
0) DISTRIBUTION LINE -�,_„_,._,.,_0R TRANSMISSION LINE
C) CARRIER RIPE : �^ wAST E TF2 UNION PACIFIC RAILROAD CO.
COMMOD 17 Y Ttl BE CONVEYED AefN IT `� t.J `.% ``..�`r•.•,:',
OPERA
I NG PRESSURE PSI 1 ernegmAj efry S!y-A?A LNea .Z",JO.FLg4o
WALL THICKNESS ;DIAMETER_ , mATERIAt 0 �7Gt'S ; —T 1MWtrIA11wM ;; PYsji
E CASING PIPE 5 '! M. P A_5—, PD E. Se
_ DIAMETER MATERIALSI�
WALL THICKNESS, i ►
NOTE TEASING MUST HAVE 2 CLEARANCE BETWEEN GREATEST ENCASED pfL CROSS I NC ATE e yf,l,•;;
Ol1TSIOE DIAMETER OF CARRIER PIPE AND INTERIOR DIAMETER OF /y) ,.tiy (' w;'s,,+.�
CASING PIPE. WHEN FURNISHING DIMENSIONS, G 1 V£ OUTSIDE OF � ,.,�
CARRIER PIPE AND INSIDE OF CASING PIPE. Nwetylclrn NMx1wm uNANO
F METHOD OF INSTALLING CASING PIPE UNDER TRACKISi: r 611r, g^ /C' Q ;R•,, :t,'s'I
1 �J
TORY BORE AND JACK (WET GORE NOT PERMITTED)
I+ •#, jL .
1 TUNNEL ; OTHER
RR FILE N0. ►�� 0'7 DATE kF,• ,... :.;
GI WILL CONSTRUCTION BE BY AN OUTSIDE CONTRACTOR? YES;�—AIO; S ','�d�'i1,s'0'
H) DISTANCE FROM CENTER LINE. OF TRACK TO NEAR FACE OF BORN ANO ,f A R H I H G �4� °����P�..4,.4;
JACKING PITS WH N MEASURED AT RIGHT ANGLES TO TRACK }4,
! (30' uIAL) IN ALL OCCASIONS, U.P. COUNiIFICATIONS �q �� '•,.i.i,r
11 APPLICANT HAS CONTACTED 1-800-336-9 193, Dr�NT w3T 0E CONTACTED IM ADVANCE �,a •, yy*t};;;
U. P. COAAMUNICAT ION DEPARTMENT, AN0 HAS DETERMINED NED FIBER Or ANY trOFK TO OCTEFUINE 1XISTENCE AND
OPTIC CADLE_�._DOES ;—DOES NOT EXIST IN if.1 ITY OF LuurtoN or rnrn o"Ic CAIKIC.
WORK TO BE PERFORMED TICKET NO...� 4:.3 d ` ►Na'E 11'�oc''33� �'tt� ' ��,; `
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UTILITIES X&E ROE 990701
F�rm Approved,AVP-Law
t.
ExIII131'I' l3 TO C'()N'I'12AC'I'Oit'S I2ICpIIT Or IJNTRI'' AGREEMENT
Section 1. NOTICE OF COMMENCEMENT Oi.WORK-FLAGGING.
The Contractor agrees to notify the Railroad RclIMMItativc at least 48 hours in advance of Contractor commencing its work and at least
24 hours in advance of proposed performance afany work by the Contractor in which any person or equipment will be within 25 feat of any track, •,,,;,f',Yr,``• $
or will be near enough to any track that any equipment extension(such as,but not limited to,a crane boom)wil:'reach to within 25 feet of any `':•:>;, b,. "
track. Upon receipt of such notice,the Railroad Representative will determine and inform the Contractor whether a flagman need be present and
any spa
cial protective or safer measures. If any flagmen or other special protective or safety measures
whether the Contractor need y p Y
are performed by the Railroad,such services will be provided at Contractor's expense with the understanding that if the Railroad provides any
flagging or other services the Contractor shall not be relieved of any of its responsibilities or liabilities set forth herein. !'-•'' ' '"
Section 2. NO INTERFERENCE WITII RAILROAD'S OPERATION. "
No work performed by Contractor shall cause any interference with the constant,continuous and uninterrupted use of the tracks,property
and facilities of the Railroad its lessees, licensees or others, unless specifically permitted under this agreement,or specifically authorized in
advance by the Railroad Representative. Nothing shall be done or suffered to be done by the Contractor at any time that would in any manner
impair the safety thereof. When not in use,Contractor's mitchincry and materials shall be kept at least 50 feet from the centerline of Railroad's {';' •t,, ,*`'tr'•
nearest track,and there shall be no vehicular crossings of Railroads tracks except at existing open public crossings.
f�•j t 4r7
Section 3. MECHANIC'S 1.,1ENS. ` '
The Contractor shall pr the work to be performed by Contractor. The
ay in full all persons who perform labor or provide materials fo
,i;.;>;.�r:`!r„•+,-
Contractor shall not create, permit or suffer any mechanics or materialmen s liens of any kind or nature to be created or enforced against any :;., ;,;• ;..,;;
hproperty of the Railroad for any such work performed. tlrc Contractor shall indemnify and hold harmless the Railroad from and against any and
all liens,claims,demands,costs or expenses of whatsoever nature in any way connected with or growing out of such work done,labor performed, ;, ''� n,4:•,
or materials furnished. ':,af•�1, ;,"
Section 4. PROTECTION Uh hlliElt OPTIC CABLE SYSTEMS.
a}. Fiber optic cable systems may be buried on the Railroad's property. Protection of die fiber optic cable systems is of extreme importance
since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. Contractor shatl telephone the <i"t'`!-%.•y ,. : ,r
Railroad at 1-800-336-9193 to determine if fiber optic cable is buried anywhere on the Railroad's premises to be used by the Contractor. If it is, Ire r
Contractor will telephone the tclecornmunications company(ics) involved,arrange for a cable locator,make arrangements for relocation or other
protection of the fiber optic cable, all at Contractor's expense, and will commence no work on the right of way until all such protection or
relocation has been accomplished. ".
b}. In addition to other indemnity provisions in this Agreement,the Contractor shall indemnify and hold the Railroad harmless from and
?` against all costs,liability and expense whatsoever(including,without limitation,attorneys'fees,court costs and expenses)arising out of any act �'.f
' or omission of the Contractor, its contractor, agents and/or employees,that causes or contributes to(1)any damage to or destruction of any e`
telecommunications astern on Railroads property, and/or 2 an injury to or death of an person employed b or on behalf of an I`„± ti'' ;..°+
Y O Y J rY Y P Y Y !{r•;-k
telecommunications company,and/or its contractor,agents and/or employees,on Railroad's property. Contractor shall not have or seek recourse
Iru;k against Railroad for any claim or cause of action for alleged loss of profits or revenue or loss of service or other consequential damage to a ',tt
...
telecommunication company using Railroad's property or a customer or user of services of the fiber optic cable on Railroad's property. nt'r'• =r'
:.•A,; ' ti's`-jr;:•-`ia
Section 5. COMPLIANCE WITH LAWS.
r F' In the prosecution of the work covered by this agreement,the Contractor shall secure any and all necessary permits and shall comply ' `'rib �i}
r .y tr;.,
;, i with all applicable federal,state and local laws,regulations and enactments affecting the work.The Contractor shaft use only such methods as �, tt r,,:.,ti
arc consistent with safety, both as concerns the Contractor,the Contractor's agents and employees,the officers,agents,employees and property yr ;sR
of the Railroad and the public in gcnernlr The Contractor(without limiting the generality of the foregoing)shall comply with all applicable state
Qn federal occupatio nal safety and health nets turd regulations. All Federal Railroad Administration regulations shall be followed when work erformed on the Railroad's property. If any failure by the Contractor to comply with any such laws,regulations,and enactments,shall result ny fine,penalty,cast or charge being assessed,imposed or charged against the Railroad,the Contractor shall reimburse and indemnify the ~'+iy r,d?`,i'^
'' ;�i r•.1;�.
xiw,1
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UTILITIES X&E ROE 990701
FcfV Approved,AVP-Law
4' Railroad for any such fine,penalty,cost,or charge,including without limitation attorneys' fees,court costs and expenses. The Contractor further
agrees in the event of any such action,upon notice thereof being provided by the Railroad,to defend such action free of cost,charge,or expense
to the Railroad. ;•;
Section 6. SAFETY INSTRUCTIONS. `
Safety of personnel,property,rail operations and the public is of paramount importance in the prosecution of the work pursuant to this
agreement. As reinforcement and in furtherance of overall safety measures to be observed by the Contractor(and not by way of limitation),the
following special safety rules shall be followed:
a). The Contractor shall keep the job site fret:from safety and health hazards and ensure that its employees arc competent and G
adequately trained in all safety and health aspects of the job. The Contractor shall have proper first aid supplies available on the job "','•:;...' `,
site so that prompt first aid services can be provided to any person that may be injured on the job site. The Contractor shall promptly r
notify the Railroad of any U.S.Occupational Safety and Health Administration reportable injuries occurring to any person that may arise
during the work performed on the job site. The Contractor shall have a non-delegable duty to control its employees,while they are on
the job site or any other property of the Railroad to be certain they do not use,be under the influence of,or have in their possessiorl any
alcoholic beverage,drug, narcotic or other substance that may inhibit the safe performance of work by the employee. L
b). The employees of the Contractor shall be suitably dressed to perform their duties safely and in a manner that will not interfere '' i •`
with their vision,hearing or free use of their hands or feet. Only waist length shirts with sleeves and trousers that cover the entire leg ��: '�;`:;';'•.;
arc to be worn. If flare-legged trousers are worn the trouser bottoms must be tied to prevent catching. The employees should wear
sturdy and protective work boots and at least the following protective equipment: �;tYte
,•';�' (1) Protective head gear that Freels American National Standard-289.1-latest revision. It is suggested that all hardhats sr,,t'.,•�: ,,i. •, ;.,
be affixed with Contractor's or subcontractor's company logo or name.
( ) Eye protection that meets American National Standard for occupational and educational eye and face protection,
Z87.1-latest revision. Additional eye protection must be provided to meets ecific ob situations such as welding,
y P P P j g,grinding)
burning,etc.;and t,l+
".5•SJ.y•...
(3) Hearing protection which affords enough attenuation to give protection from noise levels that will be occurring on €'t`"����•����}�>�?;.;
the job site.
C). All heavy equipment provided or leased by the Contractor shall be equipped with audible back-up warning devices. If in the
opinion of the Railroad Representative any of Contractor's or any of its subcontractor's equipment is unsafe for use on the Railroad's vQ,,(trot',°.
right-of-way, the Contractor, at the request of the Railroad Representative, shall remove such equipment from the Railroad's
right-of-way. y,
Section 7. INDDEMINI'1'Y.
a). As used in this Section, "Railroad" includes other railroad companies using the Railroads roe 5 W, �' 'Si''
.•. P g property rty at or near the location of the �`a
p'.fi,t,t, c; 5
Contractor's installation and their officers, agents, and employees; "Loss" includes loss,damage, claims, demands, actions,causes of action, l='°t :`;a
':f'• penalties,costs,and expenses of whatsoever nature,including court costs and attorneys'fees,which may result from: (a)injury to or death of
persons whomsoever(including the Railroad's officers, agents, and employees,the Contractor's officers,agents,and employees,as well as an 'f
t, Y
other person);and/or(b)damage to or loss or destruction of property whatsoever(including Contractor's property,damage to the roadbed,tracks,
equipment,or other property of the Railroad,or property in its care or custod ; ;,Jti; f.�,.:; "
b). As a major inducement and in consideration of the license and permission herein granted,the Contractor agrees to indemni fy and hold
harmless the Railroad from any Loss which is due to or arises from an cause and is associated in whole or in art with the work performed under
y P P #
this agreement a breach of the agreement or the tailure to observe the health and safety provisions herein,or any activity,omission or negligence Ott•r f5 t,J
' arising out of performance or nonperformance of this agreement. However,the Contractor shall not indemnify the Railroad when the Loss isF r
caused by the sole negligence of the Railroad. z` t�,� �,•,5,::'4
The Contractor shall maintain whatever insurance coverage is necessary to adequately underwrite its general and contractual liability �j .''
g ry q Y g
. f der the terms of this Agreement.
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UTILITIES X&E ROE 990701 t � '
Approved,AVP«Law � d;'M•
't , �5 .14
li '+Wk
Section S. RESTORATION OF PROPERTY.
Fk ' In the event the Railroad authorizes the Contractor to take down any fence of the Railroad or in any manner move or disturb any of the
t other property of the Railroad in connection with the work to be performed by Contractor, then in that event the Contractor shall, as soon as r,
r expense, f:,=
'"'�• , possible and at Contractor's sole restore such fence and other to the same condition as the same were in before such fence was
p
taken down or such other property was moved or disturbed. '
Section 9. WAIVER OF BREACH. r" }
The waiver by the Railroad of the breach of any condition,covenant or agreement Herein contained to be kept,observed and performed
b the Contractor shall in no wa impair the right of the Railroad to avail itself of an remedy for an subsequent breach thereof.
Y Y p g Y Y Y 9
Section 10. ASSIGNMENT-SUBCONTRACTING.
The Contractor shall not asst sublet or subcontract this agreement,or any interest therein without the written consent of the Railroad
�'
and any attempt to so assign,sublet or subcontract without the written consent of the Railroad shall be void. If the Railroad gives the Contractor
permission to subcontract all or any portion of the work herein described, the Contractor is and shall remain responsible for all work of
subcontractors and all work of subcontractors shall be governed by the terms of this agreement. +
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CONTRACTOR'S RIGHT OF ENTRY INS.02116101
INVOLVING PIPELINE,WIRELINE 8;DRAINAGE WORK
Fo m Approved,AVP-Law
t.t
EXHIBIT B-1
t
Union Pacific Railroad Company
Insurance Provisions For `.
Contractor's Right of Entry Agreement
Involving
Pipeline, Wireline, or Drainage Work on Union Pacific Property
Contractor shall, at its sole cost and expense, procure and maintain during the life of this Agreement the following insurance coverage: ,,,;,,':;;�,�:,,s•,;. ,
A. Commercial General Liability insurance. This insurance shall contain broad form contractual liability with a single limit of at least :;!'•'`"; '
$2,000,000 each occurrence or claim and an aggregate limit of at least$4,000,000. Coverage must be purchased on a post 1998 ISO
or equivalent form, including but not limited to coverage for the following:
• Bodily injury including death and personal injury
• Property damage
• Fire legal liability(Not less than the replacement value of the portion of the premises occupied)
• Products and completed operations h
The policy shall also contain the following endorsements which shall be indicated on the certificate of insurance:
i. • "For purposes of this insurance,Union Pacific Railroad payments related to the Federal Employers Liability Act or a Union
Pacific Wage Continuation Program or similar programs are deemed not to bei either payments made or obligations assumed under +;., `,.,ti• ; ,
any Workers Compensation,disability benefits,or unemployment compensation law or similar law."
r.. The exclusions for railroads (except where the Job site is more than fifty feet (50) from any railroad including but not
limited to tracks, bridges, trestles, roadbeds, terminals, underpasses or crossings), and explosion, collapse and underground
hazard shall be removed. `
Coverage for Contractor's and Railroad's employees shall not be excluded
•� � Waiver of subrogation
ir;irri.;e
B. Business Automobile Coverage insurance. This insurance shall contain a combined single limit of at least $2,000,000 per , .;•
occurrence or claim, including but not limited to coverage for the following:
m d
• Bodily injury and property damage
•
Any and all motor vehicles including owned hired and non-owned
The policy shall also contain the following endorsements which shall be indicated on the certificate of insurance:
' • "For purposes of this insurance, Union Pacific Railroad payments related to the Federal Employers Liability Act or a Union
Pacific Wage Continuation Program or similar programs are deemed not to be either payments made or obligations assumed under �����'�"�`'�• ,f•....,5.':
any Workers Compensation, disability benefits, or unemployment compensation law or similar law."
• The exclusions for railroads (except where the Job site is more than fifty feet (50) from any railroad including but not
limited to tracks, bridges, trestles, roadbeds, terminals, underpasses or crossings), and explosion, collapse and underground ;'1r�A>s'}};
hazard shall be removed.
• Motor Carrier Act Endorsement-Hazardous materials clean up (MCS-90)if required by law. `'e`'' v�rt$?'"i;
`.° C. Workers Compensation and Employers Liabili ty,insurance ins i+r `l` 'y+k1
including but not limited to: "�;;.,f�7-'•�'�:;i ":
• Contractor's statutory liability under the workers compensation laws of the state(s) affected by this Agreement
• Employers' Liability(Part B)with limits of at least ,:1"� ,,s�;�3', ;;';;•
$500,000 each accident,$500,000 disease policy limit
$500,000 each employee
If Workers Compensation insurance will not cover the liability of Contractor in states that require participation in state workers' � siSr� C., `
compensation fund,Contractor shall comply with the laws of such states. If Contractor is self-insured, evidence of state approval must
Gel-
The rovided alon p g with evidence of excess workers compensation coverage. Coverage shall include liability arising out of the U. S.ngshoremen s and Harbor Workers Act, the Jones Act,and the Outer Continental Shelf Land Act, if applicable. ;'k s;4 ;;policy shall also contain the following endorsement which shall be indicated on the certificate of insurance: ,��f�c��h'":�•'':..,
• Alternate Employer Endorsement
Page I of 2
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CONT'RACTOR'S RIGHT OF ENTRY INS. 02/16101
IN OLVING PIPELINE,WIRELINE& DRAINAGE WORK
Fotln Approved,AVP-Law
D. Umbrella or Excess i?oiicies In the event Contractor utilizes Umbrella or excess policies, these policies shall "follow form” and ?,
fj afford no less coverage than the primary policy.
iAr
E. Railroad Protective Liability insurance naming only the Railroad as the insured with a combined single limit of$2,000,000 per
occurrence with a $6,000,000 aggregate. The policy shall be broad form coverage for "Physical Damage to Property" (ISO Form CG
00 35 07 98 or equivalent). A binder stating the policy is in place must be submitted to the Railroad until the original policy is forwarded
to the Railroad.
s Other Reauirements
F. Punitive damage exclusion must be deleted,which deletion shall be indicated on the certificate of insurance.
G. Contractor agrees to waive its right of recovery, and its insurers, through policy endorsement, agree to waive their right of
subrogation against Railroad. Contractor further waives its right of recovery, and its insurers also waive their right of subrogation
against Railroad for loss of its owned or leased property or property under its care,custody and control. Contractor's insurance shall
be primary with respect to any insurance carried by Railroad. All waivers of subrogation shall be indicated on the certificate of
insurance.
> H. All policy(ies) required above (excluding Workers Compensation) shall provide severability of interests and shall name Railroad as
an additional insured. Severability of interest and naming Railroad as additional insured shall be indicated on the certificate of c=
insurances
I. Prior to commencing the Work, Contractor shall furnish to Railroad original certificate(s) of insurance evidencing the required F"'l
coverage, endorsements, and amendments. The certificate(s) shall contain a provision that obligates the insurance company(ies)
issuing such policy(ies) to notify Railroad in writing of any cancellation or material alteration. Upon request from Railroad, a certified �........
licate
u original of any required policy shall be furnished. t5;�f ��t,::t,
p
::. ±e;�';rrt�1�Fri K'•,.`.
J. Any insurance policy shall be written by a reputable insurance company acceptable to Railroad or with a current Best's Insurance
Guide Rating of A-and Class VII or better, and authorized to do business in the states in which the service is to be provided.
K. Contractor WARRANTS that this Agreement has been thoroughly reviewed by Contractor's insurance agent(s)/broker(s),who have
been instructed by Contractor to procure the insurance coverage required by this Agreement and acknowledges that Contractor's
insurance coverage will be primary.
• '. �',',l,.uiiri�47.+fnie��.'4fi
L. The fact that insurance is obtained by Contractor or Railroad on behalf of Contractor shall not be deemed to release or diminish the a�;:
+;; f,t,? `,.r
liability of Contractor, including, without limitation, liability under the indemnity rovisions of this Agreement. Damages recoverable b
vz
ty tY h' p 9 Y Uis r ter
Railroad shall not be limited by the amount of the required insurance coverage. }}r,, h11;:;�i 1,:-;r•
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M N,M,
REQUESTS FOR
APPLICATION FORM
4v
RAILROAD PROTECTIVE LIABILITY INSURANCE
(11 Dlftl�`
($2,000,000 per occurrence/$6,000,000 aggregate)
Applications forms for inclusion in the Railroad's Blanket Railroad Protective Liability
Insurance Policy may be obtained from Union Pacific's web page at:
www.uprr.com/reus/groui)/rrinsure
or by calling: Judi Scott at (402) 271-2215 and requesting that a copy of the application form be
mailed to you by the Railroad's Insurance Carrier.
to S
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51 Atl'L.(��..NYISSQUlt1'. uYth uUden,Gtn•ernur•Stephen JI.\fahfnod,I)Ircctur dh"t)��'�1'i?...J
;I +. D�.AP
' , k'-S '• ' 7b OF NATURAL RESOURCES
. .
DIVISION OI� ENVIRONMENTAL
`•`<��t ,� ��4:;N�:�.� . . :^t+,";'1; r' � QUALITY
,;� ? f;!,,?�';f�� :: •, 'r': ' P.O. Box 176 Jefferson City, MO G510'L-0176
}}}YYY
^fir f:i .1!•!,I'�', f1 '
4 {_ December 27, 2001
N' The Honorable Thomas Rackers ?''
Mayor of Jefferson City
320 East McCarty Street
Jefferson City MO 65101 ' `"'
,w RE: C295401-01 Jefferson City, Missouri
Walnut Street Pump Station ; f '
Dear Mayor Rackers:
Enclosed is a co of approved Addendum No. 3 to the plans and specifications for the Walnut ;'S..• ,
Street Pump Station to serve Jefferson City, Missouri. This addendum has been reviewed for
compliance with current state and federal requirements and for conformance with accepted
sanitary engineering practices.
t�
This addendum is for your official records and should be maintained on file with the approved
plans and specifications for a minimum of four(4) years following the completion of the project.
`n
you If have an c
Y y questions please contact Darrell Barber, project coordinator, at(573) 526-0844 or � '7
me at (573) 751-5827,
Sincerely,
WATER POLLUTION CONTROL PROGRAM
Donald E. Modesitt, P.E.
y Project Engineer s,,
DEM:Ism
S
trap,
Enclosure
c: Tom Jones, City of Jefferson
Phyllis Powell, City Clerk
Richard.Vedder, Sverdup Civil, Inc.
Jefferson City Regional Office
Darrell Barber, Financial Services
111141111 IT
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WALNUT STREE
T PUMP STATION ,;�''�;�•���1,;��3�,
CITY OF JEFFERSON, MISSOURI " rf
ADDENDUM NO. 3, December 13, 2001,
RE: Walnut Street Pump Station ,
City of Jefferson ,1rtlditill Q;' NAiOgl UC�UUItCtS `` ``
MDNR Project C295401-01
APPROVE9
FROM: Sverdrup Civil, Inc. lit t; „{,,� �,f
501 North Broadway c 2001y4;'},..
f St. Louis, Missouri 63102
314-335-4000
TO: Prospective Bidders and Suppliers
This addendum forms a part of the Contract Documents and modifies the original
Bidding Documents dated March 2001. Acknowledge receipt of this Addendum in the
space provided on the Bid Form. Failure to do so may subject Bidder to disqualification.
4 pages; one temporary construction easement drawing, C-This Addendum consists of:
01A; 2 specification sections, 00300—Bid Form, 00500 Agreement. '',` `
` CHANGES TO PREVIOUS ADDENDA ?:
I. Section 00100 - Instructions To Bidders replace paragraph 19.06 with: If the contract
is to be awarded, OWNER will award the Contract to the lowest—on the basis of the
Total Bid amount—responsive, responsible Bidder whose evaluation by OWNER
indicates to OWNER that the award will be in the best interests of the Project. The � 'r,
Contract Price will be the base Bid amount minus the amount for any alternate' °art
selected by OWNER. fu'4
' 2. Replace Section 00300—Bid Form (RI)with Section 00300—Bid Form (R2).
3. Replace Section 00500
—Agreement(RI)with Section 00500—Bid Form (R2)
1-
CHANGES TO SPECIFICATIONS �rsi��n rt
� I,,I++,?a F`'�r lei':.;•y�,�
1. Section 02240 - subparagraph
Dewaterin : Add 3.2 H: Contractor shall be f,.�3`,Ff �;..:•s•:::
responsible and the Bid cost shall include all costs for the means and methods off.4 ' �a,�X ,
implementing the dewatering system including overexcavation• additional bracinrr, �j 'rcn•^
sheeting, shoring; concrete, concrete seals, tremie seals or other Work required for the '�x,�.;•,,;;���a�::;?�;
��'�x�•'•air'?'3.
installation. •
'>. 2. Section 02300—Earthwork: Add subparagraph 1.2.A.7: Excavating, transporting and
" ? stockpiling of petroleum impacted soil.
3. Section 02300—Earthwork: Add subparagraph 2.1.H: Petroleum Impacted Soil: Soil r {'
to be excavated that exhibits a discernable petroleum fuel odor, is visually impacted,
p � y
a,
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WALNUT STREET PUMP STATION 3 #
CITY OF JEFFERSON, MISSOURI `}'
or exhibits an elevated organic vapor reading utilizing a photoionization detector
�:ri� (PID)•
4. Section 02300—Earthwork: Add subparagraph 3.4.13: Petroleum Impacted Soil:
During the performance of authorized excavations, there is a potential that petroleum ksi j3 4�
impacted soil may be encountered. This determination will be made by the
t1, identification of a petroleum odor in the removed soil,visually identifying impacted , t
r eriodic monitoring of the soil and excavation zone by the lrtr:
soil, and/or during the p ;.` y„�` N't.t
Engineer using a PID. Additional monitoring by the Contractor may also beL,;�iif
performed at no additional expense to the Owner. r;`
1. Soil identified as petroleum impacted will be excavated and
isolated from other removed soil and shall be transported to
a location at the Jefferson City wastewater treatment plant. �• '�'�°';
This location to be identified by the Owner.
2. Following initial identification, the Contractor shall
implement any additional personnel protection procedures , siew.,iiz• j
%'"k
necessary to prevent direct contact with the impacted soil +•s•'t
with personnel. This may include coveralls and protective
a: 4• cf,
gloves.
<; 3. An additional cost impacts either directly or indirectly
Any P
related to the excavating and transporting of the soil shall 'n
be included in the Contractor's unit price for petroleums
impacted soil included on the Bid Form.
'•SSA Ya.�:,�;7:
5. Section 02300—Earthwork: Add subparagraph 3.9.13: Petroleum impacted soils that rtytiti;'.
are encountered as part of authorized excavation shall be transported to and ¢,1, j.
fa stockpiled at the Jefferson City wastewater treatment plant. The material will be
I' stock piled in an area determined by the Owner. The Owner will also be responsibler
for preparing the lay down area with plastic sheeting and covering the material to
,
prevent exposure to the elements and from erosion.
;•``'"t fitt; 't.
6. Section 11311 —Submersible Sewage Pumps: Add subparagraph
a : F;
Manufacturer's certification that the motors are deli ned and built in accordance with
=,=G the requirements specified inNEMA MG-1, Part 31. fi.r:l
< r`E' 7. Section 11311 —Submersible Sewage Pumps: Add to the last sentence of
subparagraph 1.8, A : for the first 18 months after startup, and stair stepped after that:
(hours 3000-6500)will have a 50%warranty,
Months 19 through 39x tsrr „
Months 40 through 60 (hours 6500-10000)will have a 25%warranty.
4: $ ,
;' i,+ 8. Section 11311 —Submersible Sewage Pumps: Add to the second paragraph of sub �,r'•
2,2 D, after the words"NEMA MG V insert the words"Part 31".
aqr
paragraph
9. Section 11311 — Submersible Sewage Pumps: In subparagraph 2.3, C wherever the
word ord "cable" is utilized, substitute with the word "chain". ..r,.
�ir�7•'Sr, k�.•F
�!.:Fria ,S•rvM1t'
C54199-00 ADDENDUM 3-2
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WALNUT STREET PUMP STATION ��-'` `�`
CITY OF JEFFERSON, MISSOURI
CHANGES TO DRAWINGS
10. Add Drawing C-01 A - 'hemporary Construction Easements.
11. Drawing C-03 - Site/Layout Plan: Remove Note 9. (See Drawing E-04 for outside
<<" lighting.) 3`�} 7
12. Drawing C-06 Yard Piping Plan: ,,r� '.
a Replace Note 4 with: Manhole to be 8 ft diameter for a clear inside height of 12
ft from the invert and then reduced to 4 R diameter with an eccentric cone type
reducer and continued with 4 ft diameter riser sections. The topmost section shall
be an eccentric cone type reducer. (See Note 6 below.)
Add note 5 for the manhole at the existing Septic Acceptance Structure: Replace
existing manhole with a new 5-ft diameter manhole with an eccentric cone type
t' reducer at the top. (See Note 6 below.)"
Add Note 6: New manholes shall be precast conforming to ASTM C478 with
provision for rubber gasket or bituminous mastic sealant joints. Gaskets shall
uY� '
conform to ASTM C443 and mastic sealant shall conform to AASHTO M-198B.
Pipe connections shall be per ASTM C923, resilient, of size required for each
pipe connection. Base slab shall protrude minimum 6 beyond the outside face of
' the riser section and shall be recast or cast-in-place and designed according to
P P g g
ASTM C857 for loading. The invert of the manhole shall be provided with a U-
' '" ti4 3j3td
shaped channel as a smooth continuation of the pipe and benches on both sides of
the channel. Benches shall be pitched to drain to the channel with a slope of 1 in
12. Provide steps conforming to ASTM C478 and shall be PS l-PF manhole steps
as manufactured by M.A. Industries Inc. or equal. Manhole frame and cover
shall conform to ASTM A536, grade 60-40-18, traffic bearing heavy duty ductile
iron. All exposed concrete surfaces inside manholes and the diversion chamber
shall be coated with coal tar epoxy per Specification Section 09900. Contractor
' shall submit shop drawings and product data for manholes for review."
13. Drawing E-05 - Electrical Power Plan { ry4 �wj
S.
Add to Note 8: "Boxes typical all pumps. Also install an Allen Bradley Motor
Terminator [(Catalog No. 1204 TFB2-NEMA 4 at the PTBH Power Terminal
Box for each of the VFD driven pumps.
Add Note 13: Security alarm panel shall be 3001 Series by Simplex,or equal.
Security alarm panel shall include model number 3001-9002 security panel, r,
model number 3009-9501 Grade-A enclosure with bell, and model number 3009- f,: ,���;r•�t, .�`
9802 keypad with LCD. The door alarm switches, designated as type "AS", shall
be surface mounted reed contacts, model number 7939WH as manufactured by
r' ADEMCO, or equal. The Contractor shall leave required wall space beside the
Security Alarm Panel for telephone company equipment. Contractor shall j'
coordinate with the telephone company, and provide a conduit from this wall xry
ft
C5-4199-00 ADDENDUM 3-3
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0 NEW
TRANSFORMER
°
SFORMER a_ r{�.,,, t,•��:�,,;.', �'.•
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PAD
L
o NOTES;
;1. Determine Contractor Laydown Area by �- s I ji'" ?t �'`
C scaling.
2. Contractor Laydown Area is on Ameren
property. Due to their remediation work,
� Ameren has the right to adjust the available �
� area upon 30 days notice.
CJ
° 3. Access to the Contractor La down area is
only from the Walnut Street Pump Station site. CONTRA-TOR
4. Access to the Temporary Construction LAYDOWN
i Easement Area is only from Walnut Street or AREA
a the Walnut Street Pump Station Site. ,7.� .
J 5. Security fencing as specified in Specification
J '
� Section 01500 must be provided around both
the Temporary Construction Easement Area
z #:.•
and the Contractor La do wn Are a. For the ;•�f�.`r�,. •t¢,>~��
I � `E'•�f >rr�
Contractor Laydown Area, fence posts can only
4 be installed by driving the posts, without
excavation.
LO 6. When the temporary easement areas are no
�• longer needed, repair in accordance with I '•"„"{ ,,
r,< ;4,; pecification Section 01500. In addition,
',5�n: r.
�, �` amoged concrete or other paving in the
,.
Temporary Construction Easement Area must � � �
y4i W be replaced to the nearest construction joint j ` ;:
aial provide a restored surface without patched FIGURE C-01 A b h 7,,1.{
q TEMPORARY CONSTRUCTION EASEMENTS
WALNUT STREET PUMP STATION SITE ;
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON,MISSOURI :':
x DOCUMENT 00300 BID FORM ``
` Project Identification: Walnut Street Pump Station
City of Jefferson, Missouri ''"'�Nr
This Bid is Submitted to: City of Jefferson, Missouri
, .tY
320 East McCarty Street
Jefferson City, Missouri 65101
1.01 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an a,:•yn FAA,•,' ,
Agreement with OWNER in the form included in the Bidding Documents to perform all ='3 '<�'•.
Work as specified or indicated in the Bidding Documents for the prices and within the times Ji'rr':+-4
indicated in this Bid and in accordance with the other terms and conditions of the Bidding
Documents. f�ws';
2.01 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. The Bid will remain subject to acceptance for 60 days after the Bid opening, or for `t°h,^,
such longer period of time that Bidder may agree to in writing upon request of OWNER. :^ •::E„�t;}”
3.01 In submitting this Bid, Bidder represents, as set forth in the Agreement, that
{'Err
A. Bidder has examined and carefiilly studied the Bidding Documents, the other related ' '' "
-' data identified in the Bidding Documents, and the following Addenda receipt of
which is hereby acknowledged:
Addendum Number 4a "
Addendum Date
•y '
ti a dtyt�yt •iF'��'r,,�7Ts
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, and performance of thet. '
Y � P g P
Work.
F: C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and
Regulations that may affect cost, progress, and performance of the Work. '
D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface1' >
conditions at or contiguous to the Site and all drawings of physical conditions in or C;
relating to existing surface or subsurface structures at or contiguous to the Site
GRIM (except Underground Facilities) which have been identified in the Supplementary
'< Conditions as provided in paragraph 4.02 of the General Conditions,and (2)reports
`{ C5-4199-00 00300-1 BID FORM z
R2— 12/13/01
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�J•"
WALNUT STREET PUMP STA'T'ION
CITY OF JEFFERSON, MISSOURI
f 5 ,' and drawings of a Hazardous Environmental Condition if any, which has been
identified in the Supplementary Conditions as provided in paragraph 4.06 of the f;4a `Hx
General Conditions.
E. Bidder has obtained and carefully studied (or assumes responsibility for having done
f §
so) all such additional or supplementary examinations, investigations, explorations,
tests, studies and data concerning conditions (surface, subsurface and Undergroundtsrkt;.
Facilities) at or contiguous to the Site which may affect cost, progress, or
performance of the Work or which relate to an aspect of the means methods :' '•#5'."'`
Y P
techniques, sequences, and procedures of construction to be employed by Bidder,
including applying the specific means, methods, techniques, sequences, and
procedures of construction expressly required by the Bidding Documents to be
employed by Bidder, and safety precautions and programs incident thereto.
F. Bidder does not consider that any further examinations, investigations, explorations,
tests, studies, or data are necessary for the determination of this Bid for performance
of the Work at the price(s) bid and within the times and in accordance with the other
terms and conditions of the Bidding Documents.
G. Bidder is aware of the general nature of work to be performed by Owner and others "'E} %t-
at the Site that relates to Work as indicated in the Bidding Documents.
H. Bidder has correlated the information known to Bidder, information and observations
obtained from visits to the site, reports and drawings identified in the Bidding
Documents, and all additional examinations, investigations, explorations, tests, .a�J { '.
g Documents.,
studies and data with the Bidding
�,;•, r�:,,r�r.
T. Bidder has given ENGINEER written notice of all conflicts, errors ambiguities, or
discrepancies that Bidder has discovered in the Bidding Documents, and the written
?r resolution thereof by ENGINEER is acceptable to Bidder. 3'$3y,}? ,;sy
r. N
' J. The Bidding Documents are generally sufficient to indicate and convey understandingif
of all terms and conditions for the performance of the Work for which this Bid isy� a '-;�
submitted. �F "'
•r,Y�1Y. fi,{N '7} lu ail
;,•:,�, 4.01 Bidder further represents that this Bid is genuine and not made in the interest of or on behalf
of any undisclosed individual or entity and is not submitted in conformity with any
agreement or piles of any group, association, organization or corporation; Bidder has not
,,,, f 3 • '
directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; 4[
Bidder has not solicited or induced any individual or entity to refrain from bidding; and1 `
.i tlr PA{M,M.`
C Via' Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder
or over OWNER. k
i'k} 9,V,
5.01 BIDDER certifies by executing the attached EPA Form 5700-49 that it,or any affiliate, is not s,,v
presently debarred or suspended from covered transactions by any federal department or
K� .
C54199-00 00300-2 BID FORM $`
R2— 12/13/01 ;
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WALNUT STREET PUMP STATIONxr4, k„y'
CITY OF JEFFERSON, MISSOURI
agency, in accordance with 40 CFR 32 and Executive Order 12549. BIDDER will obtain
certifications regarding debarment from its subcontractors. BIDDER will maintain and retain
such.certificates in its files for the duration of the Project.
6.01 Bidder will complete the Work in accordance with the Contract Documents for the following
price(s): ;..
BASE BID PRICE
' (use words) (figures)
!1(ati�i;tiSsS�S��� 7i
6.02 Additional effort related to the excavation, handling and transportation of petroleum
impacted soil, if encountered, will be priced and paid utilizing the following unit price: _,{.rt:4}a;�r� ,
$ /cubic yard X actual cubic yards handled as impacted soil
For pricing purposes, contractor is to assume 1000 cubic yards to be handled as impacted
soil. Additional Bid Price shall be:
KNWi
/cubic yard x 1 y
000 cubic yards=$
6.03 Total Bid price shall be the Base Bid Price plus the petroleum impacted soil allocation
(unit price x 1000 cubic yards) ir�;
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TOTAL BID PRICE
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ALTERNATES DEDUCT AMOUNT DEDUCT AMOUNT �i '�3t"y�`'�';y'Y:'+,
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Alternate Submersible psi • t� : ',
Sewage Pump Manufacturer
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON.MISSOURI
(NDAlternate Variable Frequency
Drive Manufacturer
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Alternate Motor Control
Center Manufacturer ':`ry '(`'''
Alternate Medium-Voltage ti- r�• 6,{::.�
Metal-Enclosed
Switchgear Manufacturer `,k
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Alternate Dry Typefi'f
Unit Substation Transformer
Manufacturer
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Iw3+ I 7.01 Bidder agrees that the Work will. be substantially complete within 520 calendar days after the p
date when the Contract Times commence to run as provided in paragraph 2.03 of the General
Conditions,and completed and ready for final payment in accordance with paragraph 14.07B :
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of the General Conditions within 550 calendar days after the date when the Contract Times
commence to run. '`'
OQ300-4 BID FORM
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WALNUT STREET PUMP STATION .
` CITY OF JEFFERSON, MISSOURI k=
§;:;:
7.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of
failure to complete the Work within the times specified above, which shall be stated in the
Agreement.
5.01 The following documents are attached to and made a condition of this Bid:
A. Required Bid Security;
" B. A tabulation of Major Subcontractors and Major Equipment Manufacturers required ' '
Jl' to be identified in this Bid;
C. EPA Region VII Minority and Women's Business Enterprise Utilization Worksheet; `' r
# D. Certification Regarding Debarment, Suspension and Other Responsibility Matters.
' E. Certificate of Nonsegrated Facilities ?` ;;1
9.01 The terms used in this Bid with initial capital letters have the meanings indicated in thef ,
Instructions to Bidders,the General Conditions, and the Supplementary Conditions.
1
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I V` ' CITY OF JEFFERSON, MISSOURI
.' If Bidder
An Individual
Name (typed or printed): '
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Business address:
Phone No. FAX No.
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Partnership Name: (SEAL)
�' SELrk�r�"• ..'.
(Signature of general partner--attach evidence of authority to sign)
or rintedt
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Business address: ' '
Phone No. FAX No. � s•
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Corporation ame: '(<`'`' '
rp tion N (SEAL)
State of Incorporation: � r rTq�t
Type: ❑ General Business, ❑ Professional, ❑ Service, ❑ Limited Liability {
By
(Signature--attach evidence of authority to sign)
Name (typed or printed):
Title: i � •y;:
Attest ; « 'H
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(Signature of Corporate Secretory)
Business address: R" ;
Phone No.: FAX No.:
Date of Qualification to do business is
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CITY OF JEFFERSON, MISSOURI n ;
:;xt:,; C Fri 'iu•t t.�.`�'
A Joint Venture „ ;j;4.4
Joint Venturer Name: SEAL ` '
4t By: ��� '•
(Signature ofjoint venture partner--attach evidence of authority to sign)
s-.
Name (typed or printed):
Title: {
?'r Business Address: — i • <
Phone No. FAX No.
Joint Venturer Name: — (SEAL)
,
(Signature ofjoint venture partner--attach evidence of authority to sign)
Name(typed or printed): `R
f Title
Business Address:
Phone No. FAX No. �'b;, ;.
`' ?` Phone and FAX Number, and Address for receipt of official communications =`I
(Each joint venturer must sign. The manner of signing for each individual, partnership, and Y
corporation that is a party to the joint venture should be in the manner indicated above).
• END OF DOCUMENT 00300
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON MISSOURI «;altiV=•,;.;
DOCUMENT 00500 - AGR.EEMEN'i'
THIS AGREEMENT is by and between the City of Jefferson,Missouri(hereinafter called OWNER)
and (here called CONTRACTOR) "r ^4
(hereinafter .
c �t•:t� �' ;�''
f�1t
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree � ;-"'
as follows: ?x, ,;..
ARTICLE l -
WORK
1.01 CONTRACTOR shall complete all work as specified or indicated in the Contract
Document s, he T
Work is generally described as follows:
2...a'+{+ ''4+
Construction of a new pump station and demolition of the existing Walnut Street
Pump Station.
ARTICLE 2 THE PROJECT' " c `� ,j '`.''
:V.• .fry' �,;'������r;#;;:
2.01 The Project for which the Work under the Contract Documents may be the whole or only a
part is generally described as follows: Walnut Street Pump Station.
ARTICLE 3 - ;
ENGINEER
3.01 The Project has been designed by Sverdrup Civil Inc.,who is hereinafter called ENGINEER '
and who is to act as OWNER's representative, assume all duties and responsibilities, and
have the rights and authority assigned to ENGINEER in the Contract Documents in ;'7;t° ,
: connection with the completion of the Work in accordance with the Contract Documents.
ARTICLE 4 CONTRACT TIMES
4.01 Time f the Essence ri
o t
A. All time limits for Milestones, if any, Substantial Completion, and completion and
readiness for final payment as stated in the Contract Documents are of the essence ?°,
of the Contract. r �� I°f
:
'.
4.02 Days to Achieve Substantial Completion and Final Payment
Y p y
A. The Work will be substantially completed within 520 days after the date when the
Contract Times commence to run as provided in paragraph 2.03 of the General
Conditions, and completed and ready for final payment in accordance with �; �
paragraph 14.07 of the General Conditions within 550 days after the date when the
run.Contract Times commence to
.t.
C5-4199-00 00500-1 AGREEMENT ; '
R2 - 12/13/01 '
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r WALNUT STREET PUMP STATION 'r �'7.
7t
CITY OF JEFFERSON, MISSOURI
4.03 Liquidated Damages
r ,, c` r �a� •
A. CONTRACTOR and OWNER recognize that time is of the essence of this
Agreement and that OWNER will suffer financial loss if the Work is not completed "i'arif
within the times specified in paragraph 4.02 above, plus any extensions thereof
allowed in accordance with Article 12 of the General Conditions. The parties also
./.i
4`r.A recognize the delays, expense, and difficulties involved in proving in a legal or
I arbitration proceeding the actual loss suffered b OWNER if the Work is not
• P g Y
completed on time. Accordingly, instead of requiring any such proof, OWNED,and
CONTRACTOR agree that as liquidated damages for delay (but not as a penalty)
CONTRACTOR shall pay OWNER$500.00 for each of the first 14 days that expires
after the time specified in paragraph 4.02 for completion and readiness for final
payment until the Work is completed and ready for final payment. Thereafter, the
CONTRACTOR shall pay OWNER$750.00 for each of the next 7 days that expires
' until the Work is completed and ready for final payment. If the Work is not
completed and ready for final payment after 21 days from the time specified in
paragraph 4.02, the CONTRACTOR shall pay OWNER$1,000.00 for each day that
expires until the Work is completed and ready for final payment.
ARTICLE 5 - CONTRACT PRICE.
5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the
' r r
Contract Documents an amount in current funds equal to the lump sum price contained in
the Bid Form: r''. t: ,t..
: . BASE BID PRICE
(use words) (figures)
DEDUCTS FOR ALTERNATES
Submersible Sewage
Pump Manufacturer '
tjj t att�!:"�i7s
(use words) (figures)
'sue Variable Frequency ll''
r�t t4a
' Drive Manufacturer f ':!
(use words) (figures)
•;VtVI �4;`ril
C5-4199-00 00500-2 AGREEMENT
Ri R2 12/13/01 qtr yh
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON, MISSOURI
i P .
�g5t�ayr w
Motor Control
Center Manufacturer t{r
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fi (use words) (figures) F { .
Medium-Voltage i '`'
a�..
Metal-Enclosed
,,. Switchgear Manufacturer
` (use words) (figures) x kryF:
r 1 y Dry Type
�� r
y,z Unit Substation
' :- Transformer Manufacturer JJ
• <y,. (use words) (figures)
FINAL LUMP SUM ( ) °
jy PRICE use words (figures) � ,
'15'p
5.02 Additional effort related to the excavation, handling and transportation of petroleum
t impacted soil, if encountered, will be priced and paid utilizing the following unit price:
:�:•t� 411 {•
/cubic yard X actual cubic yards handled as impacted soil d 3r
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4
C54199-00 00500-3 AGREEMENT
A. R2— 12/13/01
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON, MISSOURI
Aft
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ARTICLE 6 - PAYMENT PROCEDURES. ?t,4,i��, ,
6.01 At
Submittal and Processing of Payments � ;
A. CONTRACTOR shall submit Applications for Payment in accordance with Article
14 of the General Conditions. Applications for Payment will be processed by ,,?x.,,;,r;• . �•,,, r
ENGINEER as provided in the General Conditions.
6.02 Progress Payments; Retainage
A. OWNER shall make P r progress payments in accordance with Section 34.Q57, RSMo
hI on account of the Contract Price on the basis of CONTRACTOR's Applications for
f
Payment during performance
of the Work as provided in paragraphs 6.02.A.1 and
6.02.A.2 below. All such payments will be measured by the schedule of values
I established in paragraph 2.07.A of the General Conditions (and in the case of Unit
I Price Work based on the number of units completed) or, in the event there is no
schedule of values, as provided in the General Requirements:
z4.ax�i 'y�7�a�<su
1. Prior to Substantial Completion,progress payments will be made in an amount equal
to the percentage indicated below, but, in each case, less the aggregate of paymentst(y '
previously made and less such amounts as ENGINEER shall determine or OWNER ,�. �R.. " :,•
�. t ,.•
may withhold, in accordance with paragraph 14.02 of the General
P Conditions.
a. 90% of Work completed (with the balance being retainage). If Work has beena '' °,
50%completed as determined b ENGINEER and if the character and progress
P Y
of the Work have been satisfactory to OWNER and ENGINEER, OWNER, on '?"'�' tix ' ,}'> ±•:
recommendation of ENGINEER,may determine that as long as the character and
progress of the Work remain satisfactory to them, there will be no retains a on
account of Work subsequently completed,in which case the remaining progress r }xet�
1 payments prior to Substantial Completion will be in an amount equal to 100%of �'x .�AI`it
j the Work completed less the aggregate of payments previously made; and �,y rte�•. � �,+�.
b. 90%of cost of materials and equipment not incorporated in the Work (with the �� ; ' h'• �.
f balance being retains e).
� t• fey++��,
2. Upon Substantial Completion, OWNER shall pay an amount sufficient to increase +Y ;
total payments to CONTRACTOR to 100% of the Work completed, less such z
amounts as ENGINEER shall determine in accordance with paragraph 14.02•13.5 of
the General Conditions and less 100% of ENGINEER's estimate of the value of
Work to be completed or corrected as shown on the tentative list of items to be
completed or corrected attached to the certificate of Substantial Completion.
4�Cf Y;}y
C5-4199-00 00500-4 AGREEMENT
R2— 12/13/01
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON MISSOURI
6.03 Final Payment
A. Upon final completion and acceptance of the Work in accordance with paragraph
14.07 of the General Conditions, OWNER shall pay the remainder of the Contract
Price as recommended by ENGINEER as provided in said paragraph 14.07.
z,•.`' .,•rah �s.,.''.
ARTICLE 7 - INTEREST
�::� ar,cb:;•
' .i'''•='f�:f• +11'x:; �1.
7.01 All moneys not paid when due as provided in Article 14 of the General Conditions shall bear
interest at the rate specified in Section 34.057, RSMo.
�ttj i'1,ir24 J•,.t'.
AKI'ICLE 8 - CONTRACTOR'S REPRESENTATIONS
a
8.01 In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the
following representations:
A. CONTRACTOR has examined and carefully studied the Contract Documents and the
other related data identified in the Bidding Documents.
riy�
,,,
:ST;y :Y w�s�,ss.�l;::yi:
B. CONTRACTOR has visited the site and become familiar with and is satisfied as to
the general, local, and Site conditions that may affect cost,progress, and performance
of the Work. 4
C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local
`? Laws and Regulations that may affect cost, progress, and performance of the Work.
D. CONTRACTOR has carefully studied all: 1 reports of explorations and tests of
subsurface conditions at or contiguous to the Site and all drawings of physical
conditions in or relating to existing surface or subsurface structures at or contiguous
to the site (except Underground Facilities) which have been identified in the
Supplementary Conditions as provided in paragraph 4.02 of the General Conditions
and(2)reports and drawings of a Hazardous Environmental Condition, if any, at the ' t; ,r',.' t
t
Site which has been identified in the Supplementary Conditions as provided in
paragraph 4.06 of the General Conditions.
E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for
having done so) all such additional or supplementary examinations, investigations, � ts
explorations, tests, studies,and data concerning conditions (surface, subsurface and
"= Underground Facilities)at or contiguous to the Site which may affect cost,progress, `
an as
or performance of the Work or which relate to of the means, methods,
P Y aspect P
techniques, sequences, and procedures of construction to be employed by ?k r;a '
CONTRACTOR, including applying the specific means, methods, techniques,
sequences, and procedures of construction expressly required by the Contract
°.'� t1n�a�7•. z' rif
'. C54199-00 00500-5 AGREEMENT ' t"�r
. R2— 12/13/01
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.°i" ..3ti+'F 3. ri'ixt}�F. .•t ,',r,. F�iT'A<!?+S ':C'�"t�"ST.:,�r,}t"'a nr..y`1.5'',i, ?1`kh ,r.=?:>97 )!.'1F:stxe qy'„?o't5ak�?,`.!':!:tF';Yhi!d,+a�;rA CitlMf�:'.f}hi.! .�rxl� .` �}ly �i�':.4iw
i WALNUT STREET PUMP STATION t",• '
w.:.�•td:t5 '.
CITY OF JEFFERSON, MISSOURI �.;.
Documents to be employed by CONTRACTOR., and safety precautions and programs
incident thereto.
F. CONTRACTOR does not consider that any additional examinations, investigations, ;;� ,�;;
C'qi�,.
SI, tr).,l`Mir .
explorations, tests, studies or data are necessary for the performance of the Work at h i'r,{•:,;F!
the Contract Price,within the Contract Times,and in accordance with the other terms 'a ,:
and conditions of the Contract Documents.
G. CONTRACTOR is aware of the general nature of work to be performed by OWNER -''-"''tv;
and others at the Site that relates to the Work as indicated in the Contract Documents.
H. CONTRACTOR has correlated the infori-nation known to CONTRACTOR,
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. ;tt. lr>,..'-'
I. CONTRACTOR has given ENGINEER written notice of all conflicts, errors,
:i'ta-F'`1x:;•:..1.
ambiguities or discrepancies that CONTRACTOR has discovered in the Contract
Documents, and the written resolution thereof by ENGINEER is acceptable toJ `tx
CONTRACTOR.
1 J. The Contract Documents are generally sufficient to indicate and convey
understanding of all terms and conditions for performance of the Work.
ARTICLE 9 - CONTRACT DOCUMENTS
k,°l, I
9.01 Contents 5 t'`3
A. The Contract `=f
Documents consist of the following:
1. This Agreement
•��` � T', kii
2. Performance Bond
tu`y 3. Payment Bondy '''
4. General Conditions fr j
5. Supplementary Conditions ,
6. Specifications as listed in the table of contents of the Project Manual
7. Drawings with each sheet bearing the following general title: Walnut Street Pump
Station, City of Jefferson
8. Addenda(numbers_to inclusive)
{' 9. Exhibits to this Agreement(enumerated as follows):
a. Notice to Proceed �A
r b. CONTRACTOR's Bid Yes
C. Documentation submitted by CONTRACTOR prior to Notice of Award '
F C54199-00 00500-6 AGREEMENT A �`
R2— 12/13/01
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' .� •��.!. .� � ��:CC'���?fL���"''r, rsir�a+rn,.±'aa'!urit:l':�:Y,�'•�rch'r7��tt„natjt�:ri.7,vr;xYaN�t.rn¢s?xs;ris�at�t>mxrei;ru,,.rvrrw:rann�,r,art.;'+n~za.dxuoi'n.,+ftkrrrwt�wnurk+'�+.'.,�'�l�st�' �,''ry '�nl;
WALNUT STREET PUMP STATION
CITY OF JEFFERSON! MISSOURI
10. The following which may be delivered or issued after the Effective Date of the
,ark(
Agreement and arc not attached hereto:
a. Written Amendments
b. Work Change Directives
C. Change Orders
B. The documents listed in paragraph 9.01.A are attached to this Agreement(except as
expressly noted otherwise above).
��;°���4���•5'i'" "a
C. There are no Contract Documents other than those listed above in this Article 9. s
^»fig+sr�''tad•',..
D. The Contract Documents may only be amended modified or supplemented as
provided in paragraph 3.04 of the General Conditions.
ARTICLE 10 - MISCELLANEOUS j
i'
10.01 Terms
A. Terms used in this Agreement will have the meanings indicated in the General ` n'`::..:
Conditions.
' 10.02 Assignment of Contract
A. No assignment by a party hereto of any rights under or interests in the Contract 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 ,^:.7 ;•:: �
moneys that are due may not be assigned without such consent(except to the extent tY
that the effect of this restriction may be limited b law and unless specifically stated
Y Y )� p Y 4 qt r t� ;F
k. to the contrary in any written consent to an assignment, no assignment will releasefi� y $
or discharge the assignor from any duty or responsibility under the Contract
;, ^r
Documents. $F{yy7.'(j�/,
t rlt.,Y.gga�yy I+C{,;1�u(j��,yy1,�t�'•,�'''
10.03 Successors and Assign
A. 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 obligationsl`,`,r:
A; contained in the Contract Documents. '-
lit
t% 10.02 Severability
4'
t y ) 5 t?
f"a �STYuy'Sfr.
C5-4199-00 00500-7 AGREEMENT
R2— 12/13/01 ;
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7 WALNUT STREET PUMP STATION
CITY OF JEFFERSON, MISSOURI
Tat. o,
0`04,7 A. Any provision or part of the Contract Documents held to be void or unenforceable
under any Law or Regulation shall be deemed stricken, and all remaining provisions
r, hr
shall continue to be valid and binding upon OWNER and CONTRACTOR, who ';`}A;j,; `;•
agree that the Contract Documents shall be reformed to replace such stricken
4 provision or part thereof with a valid and enforceable provision that comes as close
as possible to expressing the intention of the stricken provision.
ARTICLE 11 -NON-DISCRIMINATION IN EMPLOYMENT
rcyz`''
11.01 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,
iN ) i
11.02 CONTRACTOR will post in conspicuous places, available to employees and applicants for
employment,notices setting forth the provisions of this non-discrimination clause.
:I r
A. CONTRACTOR will,in all solicitations or advertisements for employees laced b or ��
P Y
on behalf of the CONTRACTOR, state that all qualified applicants will receive dl
consideration for employment without regard to race,creed, color,or national origin.
-,,
B. 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,
I to be provided by the agency contracting officer, advising the labor union or workers' 7 ,
L representative of the CONTRACTOR's conunitments under Section 202 of Executive ;•:µ �,. x-
I,;' Order No. 11246 of September 24, 1965, and shall post copies of the notice in
�G
conspicuous places available to employees and applicants for employment. F
kd. SS
C. CONTRACTOR will comply with all provisions of Executive Order No. 11246 off,y
September 24, 1965, and of the rules,regulations, and relevant orders of the Secretary yz��;rza sF
''' �; of Labor. lv”: ,
,5
�+ '''h'T7f' Y✓�.�;".fit':
D. CONTRACTOR will furnish all infonnation and reports required by Executive Order
No. 11246 of September 24, 1965, and by the rules, � C�!:regulations and orders of the ''
Vii?W
Secretary of Labor,or pursuant thereto, and will permit access to his books, records, q;
Secretary of Labor for purposes of
�>r,a and accounts by the contracting agency and the S ary p rp
investigation to ascertain compliance with such rules,regulations,an d orders.
E. In the event of the CONTRACTOR's non-compliance with the non-discrimination H,;;^
clauses of this Contract or with any of such rules,regulations, or orders,this Contract
AGREEMENT
C5-4199-00 00500-8 ' �
R2— 12/13/01
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+.,,� « .., W�t91Yyk5�11Sp'�t'A�Sf'SIXTY'hi'i?>s3!AfN'Itl H94!#'ii4x?nr4N+Sri'nr?1n"u.wh..w.i.,i.iu"Ml..µtint,!rN,i1:.1*�."K�+t{w�.�0:,:f%wiwl "`turMrrPlijAAlfflAf��Yhft�
WALNUT STREET PUMP STATION
CITY OF JEFFERSON, MISSOURI
Aft
may be cancelled,terminated or suspended in whole or in part and the CONTRACTOR
+ , may be declared ineligible for fiirther Government contracts in accordance with t,
procedures authorized in Executive Order No. 11 246 of September 7_4, 1965,and such
f 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 r'
Labor,or as otherwise provided by law.
1.1
F. CONTRACTOR will include the provisions of Article 11 in every subcontract or
t; 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
'r 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
t. CONTRACTOR becomes involved in, or is threatened with, litigation with a
X.
f subcontractor or vendor as a result of such direction by the contracting agency, the
ti CONTRACTOR may request the United States to enter into such litigation to protect
the interests of the United States.
yj t
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C54199-00 00500-9 AGREEMENT
R2— 12/13/01
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WALNUT STREET PUMP STATION
CITY OF JEFFERSON, MISSOURI
IN WITNESS WHEREOF,OWNER and CONTRACTOR have signed this Agreement in duplicate.
One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of the
Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their �yrt ti
behalf.
20_(which is the Effective Date of the
This Agreement will be effective on
Agreement).
OWNER:
CONTRACTOR:
[CORPORATE SEAL] [CORPORATE SEAL] 4"°
r
r'yk�w5�r
Attestrr'' ' i;
Attest
Address for giving notices:' '"
Address for giving notices: �� �€�•,r:.�
If OWNER is a corporation, attach evidence License No.
+ of authority to sign. If OWNER is a public ' ' n
body, attach evidence of authority to sign Agent for service of process: j'.'`
and resolution or other documents
authorizing execution of OWNEK-
' CONTRACTOR Agreement. (If CONTRACTOR is a corporation or a _
partnership,attach evidence of authority to sin). ►r '" J
Designated Representative: p�tn,• ,1'°
i r . Designated Representative: Y / '" ''
•k i r" ��C" },^�}•�+r 1,
Name:
Title:
Title:
}' Address:
Address:
Phone, t }
} Phone:
Facsimile:
Facsimile:
00500-10 AGREEMENT
C5-4199-00
ia5 RO—3/19/01
Aft
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I' 1
CITY OF JEFFERSON
AMENDMENT TO CONTRACT FOR PROFESSIONAL SERVICES 'Y l
WHEREAS, the City of Jefferson, Missouri, a municipal corporation, with offices at 320 East McCarty, Jefferson ; }1
City, Missouri, 65101, hereinafter designated "City," entered into a contract with Sverdrup Civil, Inc., hereinaftery
referred to as "Sverdrup," on February 3, 1999,which was thereafter amended on June 7 2000; July 7 2000; and Jul
21 2000 ("Contract"); and
fir, V t•,;.
WHEREAS, the Contract was for professional services for Wastewater Collection and Treatment System
Improvements; and
WHEREAS,the parties wish to further amend the Contract; yf,
NOW,THEREFORE,be it agreed as follows:
-zip.
A. Paragraph One of the Contract is hereby amended as follows:
1. Scope of Services. The Scope of Work (Appendix A as referenced in this paragraph 1 is amended as t 1
P ( PP ) 7
described in the attached; "Amendment 3,Modifications to Appendix A;"and 0,� rf
' "Amendment 3 Appendix A-3." t
B. Paragraph Two of the Contract, is hereby amended to read as follows:
2. Term of Contract. This Contract shall remain in force from the date of execution until December 31,2004.
C. Paragraph Eight of the Contract, is hereby amended to read as follows:
;, :
8. ComRensation. The City shall compensate Sverdrup for the performance of the services described in the
Scope of Work in accordance with the Terms and Conditions of Appendix B as amended for the variousx�
phases of the services (i.e. Planning Phase, Final Design Phase, Construction Phase and Post Construction
r'
Phase). Compensation for the Construction Phase and Post Construction Phase Services shall be in accordance
with the attached "Amendment 3, Appendix B." 1
t,
P W`rt14 Yi,i .7.Y�1.'S
All other sections of the Contract shall remain in effect as stated.
IN T STP4ONY WHEREOF, the parties have hereunto set their hands and seals this day of
2001. ,rr�,..
CITY OF JEFFERSON,AUSSOURI Sv C C.
Y u�iti t5,
Mayor rn . Ja ,Vice President
ST: ATTEST:
fty Cle Pk Secreta
APPRO ED FORM:
City
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AMENDMENT {
:.. T 3 MODIFICATIONS
a . TO
APPENDIX A—CITY OF JEFFERSON
WASTEWATER COLLECTION AND TREATMENT SYSTEM IMPROVEMENTS
?ra" SCOPE OF SERVICESt�,
February 2001
REPLACE PARAGRAPH III CONSTRUCTION PHASE AND PARAGRAPH IV POST
CONSTRUCTION PHASE WITH THE FOLLOWING:
a
i III. CONSTRUCTION PHASE
�14'' The final design and construction documents developed during the final design phase are bid and
the construction implemented during the construction phase. The detailed scope of work for the
construction phase is listed in attached Appendix A-3. The design has been developed as three {
construction packages that will be bid as separate packages: r .
9 Water Pollution Control Facility Expansion
o Missouri River Crossing •���,
lkw • Walnut Street Pump Station ,
jx. Construction phase services will include the following MDNR required services as rovided in
attached Appendix A-3: p - ,
1. Preparing a plan of operation
2. Preparing an operation and maintenance manual
3. Assistance in bid letting
` 4. Assistance in reviewing and recommending for award
5. Inspection during construction for conformance with the construction contract documents
tf� I•
v IV. POST CONSTRUCTION PH.A.SE as
Provide one year follow-up to confirm that the Water Pollution J''tt
`�•' ion Control Facility Expansion r�
operates in accordance with the intent of the design. The detailed scope of work for the ost
construction phase is listed in attached Appendix A-3.
p
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ter r y
`1 4.0
AMENDMENT 3
APPENDIX A-3 �' '
APPE
CITY OF JEFFERSON �..r
WASTEWATER COLLECTION AND TREATMENT SYSTEM IMPROVEMENTS
WATER POLLUTION CONTROL FACILITY IMPROVEMENTS
CONSTRUCTION AND POST CONSTRUCTION PRASE SCOPE OF SERVICES n <
4p,
February 2001
f'�•ir'J M1 t t t t ;'
it ��55Y '��y vye s•..,!
CONSTRUCTION PHASE SERVICES
Sverdrup will provide construction phase basic services to assist the Owner with bidding to review
; contractor submittals, to issue change orders relative to changed conditions, and to prepare record
' 'yr drawings. In addition a plan of operation and operation and maintenance manual will be prepared.
$. Sverdrup will also provide Resident Project Representative services to coordinate constriction phase
engineering services in the field, coordinate construction Contractor questions, and observe for
conformance of the construction with the construction Contract Documents, as provided herein.
Resident Projective Representative services include apart time secretary/administrative assistant to `
provide clerical assistance to the resident representative's office. ,;i
1
MAN There are three construction phase projects:
°. • Water Pollution Control Facility Expansion y w;
' • Missouri River Crossing
• Walnut Street Pump Station
Office and follow-up services for construction of the three projects are included in this Amendment ;
as well as resident representative services for 24 months June 2001 through May 2003. Sverdrup
''<<} will participate in a "partnering" course as specified for the Water Pollution Control Facility
Expansion. ' 4
t
' The performance of services by Sverdrup during construction shall not relieve the construction � ,�'t,. '.4f ?
Contractors of responsibility to execute the work in accordance with Contract Documents. Neither
the Owner nor Sverdrup shall be responsible for construction means,methods, techniques, sequences,
and procedures employed by the construction Contractors in the performance of the construction P
.Ati
work or the safety precautions and programs incidental to the work of the construction Contractor.
f f Neither the Owner nor Sverdrup shall be responsible for either: (i) the acts or omissions of any
construction Contractor or its subcontractors, suppliers, or any individual or entity performing or
x famishing any of the construction work; or(ii) the failure of any construction Contractor to perform ' .'
or carry out its work in accordance with the construction Contract Documents. w y
�r A-3
Page 1
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5.
Collection and Treatment Improvements
Appendix A-3 continued
A. BASIC CONSTRUCTION PHASE SERVICES (BASIC SERVICES)
1. Assist during the bidding process, including coordination with the Owner for
advertisement of bid, conduct one pre-bid meeting for each project, respond to
technical questions raised during the bid,prepare addenda, evaluate bids and provide
recommendations of award to the Owner. Provide 20 sets of Bid Documents for each
project to the Owner to distribute to bidders. If additional sets are required they will
be an.addition to this Agreement and will be provided to the Owner at cost.
2. During a specified portion of the advertising period, evaluate equipment or other
tj
items submitted by bidding Contractor(s)to determine if those items are equal to the
item specified. The item will either be accepted as equal or rejected as not being
equal. If the item is accepted as equal, the Contractor can anticipate submittals on
that item during construction will be acceptable if they meet specified requirements.
. If the item is rejected as not being equal, it is likely submittals during construction
will be found to not meet specified requirements,or that a request for a substitution
rx would be required.
The manhours required to evaluate Contractor or equal" submittals will depend on
the number and complexity of the evaluation. It is understood that Sverdrup will use
due diligence in evaluating the submittals but additional manhours and cost may be
requested if more manhours are required then anticipated in the Amendment 3
Appendix B estimate.
3. Program manager, project engineer and lead environmental engineer will attend a
partnering" course for the Water Pollution Control Facility Expansion conducted
by the construction Contractor for that project and also attended by the Owner. It is
anticipated the initial course will be for three days and there will be one day follow
up sessions at 4-month intervals.
4. Provide selected construction Contractor with five sets of Contract Documents for
each project for use during construction.
i.
5. Review shop drawings, samples, and other required construction Contractor
submittals. Review will be only for conformance with the information given in the
construction Contract Documents and compatibility with the design concept of the
completed Project as a functioning whole as indicated in the construction Contract
Documents. Review of such submittals is not conducted for the purpose of
determining the accuracy and completeness of other details such as dimensions and
quantities or for substantiating instructions for installation. Sverdrup's approval of
specific items shall not indicate an approval of an assembly of which the item is a
A-3
Page 2 iy IN WRI®RR 114RE,INIMEwc -g e�:102111_1�
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Collection and Treatment Improvements
3 Appendix A-3 continued
component. Sverdrup's review and recommendation shal► not extend to means,
methods, sequences, techniques or procedures of construction, or to safety
precautions or programs incident thereto, as these are the responsibility of the
construction Contractor. When professional certification of performance
characteristics of materials is required of the construction Contractor by the drawings
or technical specifications, Sverdrup shall be entitled to rely upon such certification.
Sverdrup will not be liable for the results of interpretations or decisions rendered in
good faith in connection with the referenced submittals. Sverdrup's action shall be
taken with such reasonable promptness as to cause no delay in the Work, while titi
allowing sufficient time in Sverdrup's professional judgment to permit adequate
review.
The manhours required to evaluate submittals will depend on the quality of the
submittals. Sverdrup will use due diligence in evaluating the submittals but
additional manhours and cost may be requested if more manhours are required then
anticipated in the Amendment 3 Appendix B estimate.
6. Respond to questions from the construction Contractors and Resident Project
Representative requiring interpretation or response to changed conditions,
7. Prepare working drawings or change orders, including recommendation
and submittal of contract modifications for approval by the Owner,
and review and recommendation of time extension requests from the construction
Contractor for approval by the Owner.
8. Visit the job sites periodically as appropriate to the various stages of construction
as Sverdrup deems necessary, in order to observe, as an experienced design
professional, the progress and quality of the construction work, to provide
specialized engineering discipline review of the construction where appropriate,
and to participate in the final review of construction. Such visits and observations
by Sverdrup, and the Resident Project Representative, are not intended to be
exhaustive or to extend to every aspect of the construction Contractor's work in
progress or to involve detailed inspections of construction Contractor's work in
progress beyond the responsibilities specifically assigned to Consultant in this
Agreement and the construction Contract Documents, but rather are to be limited to
spot checking,selective sampling, and similar methods of general observation of the
construction Work based on Sverdrup's exercise of professional judgment as
assisted by the Resident Project Representative. Based on information obtained
during such visits and such observations, Sverdrup will determine in general if
construction Contractor's work is proceeding in accordance with the construction
Contract Documents, and Sverdrup shall keep Owner informed of the progress of
A-3
Page 3
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Collection and Treatment Improvements
Appendix A-3 continued ft
the construction Work.
9. The purpose of Sverdrup's visits to, and representation by the Resident Project
MA
Representative at the Site, will be to enable Sverdrup to better carry out the duties and
responsibilities assigned to and undertaken by Sverdrup during the Construction Phase,
and,in addition., by the exercise of Sverdrup's efforts as an experienced and qualified
design professional, to provide for Owner a greater degree of confidence that the
T
completed construction Work will conform in. general to the construction Contract 2 I.
Documents and that the integrity of the design concept of the completed Project as a
functioning whole as indicated in the construction Contract Documents has been
rya implemented and preserved by the construction Contractor(s). Sverdrup shall not,
during such visits or as a result of such observations of construction Contractor's-work
in progress,supervise, direct or have control over construction Contractor's work,nor
shall Sverdrup have authority over or responsibility for the means, methods,
techniques, sequences, or procedures of construction selected by construction
Contractor, for safety precautions and programs incident to construction Contractor's W
work,or for any failure of construction Contractor to comply with laws and regulations
applicable to construction Contractor's furnishing and performing the construction
Work. Accordingly, Sverdrup neither guarantees the performance of any construction
Contractor nor assumes responsibility for any construction Contractor's failure to
furnish and perform its work in accordance with the construction Contract Documents.
10. Prepare "record drawings" of the completed projects. The information submitted by
the construction Contractor recording changes to the Contract Drawings made
during progress of the work shall be used in preparing "record drawings" for each
construction project. Submit to the Owner, upon completion of the "record
, �R
drawings", one set of mylar drawings for each project and that same information
.it stored electronically on computer disks compatible with the AutoCAD 14 software.
The manhour and CADD effort required for "record drawings" depends on the
changes made to the Construction Contract Documents during construction. It is
understood that Sverdrup will use due diligence in making the changes required to
prepare the "record drawings" but additional manhours and cost may be requested
if more manhours are required then anticipated in the Amendment 3 Appendix B
ja estimate.
B. RESIDENT SERVICES
Provide resident engineering services and coordinate these services with the Owner. The
Resident Project Representative, Assistant Project Representatives and a secretary/
administrative assistant will be located in field offices provided by the Water Pollution
f. A-3
Page 4
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y'Sk(3 j�.s �v i,"�.Z4;.�4 j i`'�+SSc , ! ,tl�°)x,L,i.,�a.,.,R � �/ nr Y,S t,��4{ ,� y�JJ .'t"� �d•''`•',}•'>�.FI>�� ti t �
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Collection and Treatment Improvements
f, Appendix A-3 continued
'
Control Facility Expansion Contractor. Basic furniture and equipment for the office are
included in the construction contract. Three separate outside phone lines will be installed by ; ?`
the construction Contractor. Monthly telephone company fees and long distance charges are
part of this Agreement and are included in the estimated cost listed in Appendix B. PC
'A! computers, printer and associated equipment for the Resident Project Representative and f
secretary/administrative assistant are provided by Sverdrup. "{
Ia< Specific Resident Services are:
.J'• E. •�j•I S
Participate in one pre-construction meeting before each project. The conference will
be arranged and documented by the construction Contractor. Sverdrup will review
meeting notes prepared by the construction Contractor and suggest distribution in �:}
F= addition to the participants. ;
2. Resident Representative will attend a "partnering" course for the Water Pollution
Control Facility Expansion conducted by the construction Contractor for that project. fit'
r;¢ It is anticipated the initial course will be for three days and there will be one day
follow-up sessions at 4-month intervals.
�. 3. Receive the construction Contractors schedules and any required updated schedules, k '
and review for conformance with the construction Contract Documents. Such review u;<<
4 shall not extend to means, methods, sequences, techniques, or procedures of a = '
construction, that are the responsibility of the construction Contractor.
'4,r: '�'S�i•;
4. Receive shop drawings, catalog cuts,samples, and other required submittals from the riF.
tjI
construction Contractor. Distribute these within Sverdrup for review. Receive the
apJ reviewed submittals and forward to the construction Contractor, r: NN
t'R(
'�� 5. During the course of the work, log receipt of certificates, manufacturer's maintenance
,r and operation manuals, warranties and other data required by the construction
Contract Documents to be assembled and furnished by the constriction Contractor.
;a
:?4 6> Witnessing on site tests required by the specifications and report to the Owner if their '{
performance is unsatisfactory.
7. Conduct on-site observations to generally review the construction, observe the
progress and quality of the construction work. Such observation is to determine, in
general, if the work is proceeding according to the construction Contract Documents
and shop drawings.
8. Order, where appropriate, testing by the Owner to check or confirm test results
A-3 c
Page 5 t`
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t ',}�t,,tVf kK';,j 72f'.a �l�'�.4t Si 4 t 5•.M`,t tf,�4j .>}hpp,i. �.it�f• I>� �,!E.� VS-i[''q' r r�: .tj Y7 t� ', t'U a t
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t. ��• t 5 JR� xr ��'•"`^ $3'.. ?
+'r���' $„ #� �' `4t Sty ? f c .t S. Y u•r " ? { r?'j rr ;
v���'„?t)}r_'�,'���,�el(,��rr Al'. "'-s � t .t'4 2. , •I 7 1 .F t r, .yNt'���a�t.,r r�' �.t�,t �°F+J7�k7J+{ . '.(t .
t ,"xt�'�' £v:,-'tS `, ith ifrl•+1:F E 7 ` 's' 1Lh{ry 'a
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p� '�''� �����ti i��lk4'.S��k1d�Jia.Fl tJt�!{4iel,#� a `Air�iiMSriiFdiiu�sia�4eN����da!rU0k�81
- f..
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Collection and Treatment Improvements
Appendix A-3 continued
>'f provided by the construction Contractor.
9
' Provide liaison between the Owner and the construction Contractors. '
�r
t
' 10. Assist the Owner in responding to questions from the public regarding the project.
11. Conduct meetings with the construction Contractors and the Owner on an as-needed y 63
{r basis to monitor and review the progress of the work.
>>k, 12. Prepare a brief monthly report for the Owner summarizing construction activitiesE{t"
during the preceding month. '
13. Review the monthly construction Contractor estimates for payment. These will be
��4il��f 7�'ir•Y
reviewed for compliance with established procedures, noting particularly the work
nY completed and material delivered to the construction site or at an approved off site ti;,ft
r�?�F locations. Recommend payment by the owner, based on the review.
„r
14. Coordinate requests for information submitted by the construction contractor,initiate F.
r:7r
"� ., change orders and working drawings required to meet changed conditions.
15. Provide interim and final inspections for general conformance with the Contract . Y '
`�NM Documents and prepare recommendations on acceptance of the work.
16. Construction Contractor will be responsible for surveys and layout. An allowance .f,
` has been made in Amendment 3 Appendix B to hire a local surveyor if needed by the
Resident Project Representative for checking. The surveyor will also prepare a three ,
dimensional easement for the new 30 inch forcemain crossing through the sand plant
t'=!h property currently recorded as owned by J. C. River Terminal, Inc. ,
C. PLAN OF OPERATION
Prepare a plan of operation to identify and schedule key activities for the startup and efficient
,,. operation of the Water Pollution Control Facility (WPCF) and the Walnut Street Pump Station
h, for the Owner's review and approval before submitting to the Missouri Department of Natural
Resources for their approval.
A-3 F`
. Page 6
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�
Collection and Treatment Improvements W
(D�,.67
t 4 ..r.
Appendix A-3 continued
D. OPERATION AND MAINTENANCE MANUAL
tl
.f'. Prepare operation and maintenance (O&M)manuals for the WPCF and the Walnut Street Pump
Station for the Owner's review and approval before submitting to the Missouri Department of
Natural Resources for their approval. Key issues to be discussed in the manuals include: `
1. Briefly describe the project,treatment process, design standards and effluent quality.
sf� Flow diagrams from the construction documents will be incorporated as appropriate
h .S
to assist understanding, vr$ �
1 ni �? J,t�•.••A.
'
.�r 2. For major unit operations,P rovide detailed operation and control requirements for the
Y various flow regimes anticipated in the design.
s 3. While the existing WPCF sludge handling system is not part of this construction, the
a.
All 11. Owner has requested that operating and maintenance information for that system be
incorporated into the WPCF O& M manual so as to have a common manual for then d3.
entire plant. Already existing O&M manuals for that system will be the basis for the { ,
information contained in the new WPCF manual but that information will be ^ `ry
modified as necessary to correspond to the type and volume of sludge anticipated
= ,a •s from the new Sequencing Batch Reactor SBR system. The Owner will supply three
q g ( ) Y PP Y
copies of vendor supplied O&M manuals for incorporation into the Appendixes of the
WPCF O&M manual. y' `
1•� r �•y j .t�ti
4. To obtain background for the O&M manual, a brief review of the sludge thickening,„
sludge storage and sludge dewatering facilities will be conducted. The review will
_ consider modifications to current operating procedures for the sludge handling system
;uz and the feasibility of drawing air off of the sludge holding tanks to provide
•h maintenance air for the existing odor control biofilter system. Operating procedures "�:r'•_ � '
suggested in the new O&M manual will be based on the type and volume of sludge
' generated by the new SBR System.
�a
s 5. Discuss maintenance requirements for the major unit operations and provide a s " ;,5t
schedule for routine maintenance taken from recommendations in vendor supplied
a, O&M manuals specified for major equipment ands stems. The vendor supplied
t3 P J Y PP
to manuals will be an appendix to the O&M manual. The cost in Amendment 3
5 Appendix B includes subcontracting to Terra Technologies, Inc, portions of the
manual related to maintenance of the ornamental wetlands. Sewer operation and ^?
'ry
maintenance procedures will not be part of this manual as sewers are not part of this
4 project.
,Yt 6. Describe and list sampling locations and laboratory tests required under the plant
A-3
Page 7
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'
Lv'
Collection and Treatment Improvements , .}
{' Appendix A-3 continued ' -
.
NPDES permit as well as additional testing that may be required during plant start-up. �.
7. Describe the responsibilities of the WPCF and Walnut Street Pump Station operating
staff and identify operator certifications required by the Missouri Department of s
'4 Natural Resources. Provide a generic discussion of known safe issues. , '
g safety
8. Discuss record keeping and suggest modifications to existing record keeping where .T<,. �,;; #
and if appropriate. t ��, '�.
9. Briefly discuss and attach current versions of the following regulations, guidelines
and standards that relate to the WPCF: }
Reporting procedure for spillsY
NPDES Permit and related standard conditions qty s.
Wastewater operator certification and testing requirements ,.^
Sewer use ordinance including industrial pretreatment controls rFr
10. Attach as appendixes:
a Description of electrical power, control & monitoring systems
0 Manufacture vendor manuals
E. START-UP TRAINING ' 4€5 '
Coordinate training for plant operating personnel. Training will be provided by equipment �z
suppliers as part of the equipment purchase. Training will be coordinated with plant startup ,:
activities as scheduled in the Plan of Operation.
}'Y.�5
F. POST CONSTRUCTION FOLLOW-UP SERVICES .
-:4Y-
, ;FfN It is the intent of the Missouri Department of Natural Resources (MDNR)that follow-up services
y�l+� be provided,when requested by plant personnel,to assist with operating or treatment questions.
�+,'t'1 Manhours for this consultation are allowed in Amendment 3 Appendix A. Also certification that
A4js, w F,'
the WPCF and Walnut Street Pump Station function according to the material requirements of
¢ : the design is required after one year of operation. At the end of one year of operation a letter }
discussing compliance of the WPCF and the Walnut Street Pump Station with the material
requirements of the design will be prepared if required by DNR. A second letter to the Owner, a ;
briefly summarizing the project and closing out Sverdrup construction phase and follow-up anti
' activities will also be prepared. Manhours for follow-up services are allowed, as indicated inr;:
a . Amendment 3 Appendix B. .t
f ,
E A-3
Page 8
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,1 AMENDMENT 3
APPENDIX B ;
CITY OF.JEFFERSON
WASTEWATER AND COLLECTION SYSTEM IMPROVEMENTS � r
TERMS OF PAYMENT rz
t COST PLUS FIXED FEE BASIS
February 2001
III. COMPENSATION FOR CONSTRUCTION PHASE AND
POST-CONSTRUCTION SERVICES.
A. SALARY COSTS, OVERHEAD & PROFIT
. W
To the extent and amount invoiced Sverdrup shall be compensated for its construction
and post construction phase services on the basis of reimbursement for the salary costs of ' •,t j
its professional, technical and supporting P ersonnel for the time during which they are P7•.0 J= 4;.
�t• �, ,:�
directly employed in work covered by this Agreement, multiplied by a factor of 2.51 to • j '
cover overhead plus a faxed fee for profit, as set forth herein on page B-4. The total cost ,4:”
(exclusive of fixed fee) for all services to be provided by this Agreement is now rK ;
{ a estimated to be $ 2,911,110.00. The fixed fee shall be 374,060.00. The total am ount to
o $3,285,170.00.
be paid for the services under this agreement is now estimated to be '
{{k' Sverdrup shall notify the Owner when costs incurred and obligated amowit to 95% of the
total estimated cost and shall not incur costs beyond the estimated cost without prior
��t=k approval of the Owner.
1. Salary costs are defined as the salaries paid for regular time and overtime
(including any premium overtime worked. i •t,A
2. Included in overhead are:
a Provision for applicable annual salary related expenses, including sick
leave, vacation pay, holiday pay and other ordinary and customary paid
time off, bonuses, the employer's P ort ion of social security, unemployment
P.
and other payroll taxes, Employee's Retirement and Benefit Plan ' ..
f contributions, employers portion of group hospitalization and medical r .• 4 ''
Al
insurance and the cost of worker's compensation insurance.
(b) The salaries of officers, except. for technical or advisory services directly
applicable to the project. rti'
.tt.• ,
(c) The salaries of employees doing general administrative work; also
sF nonproductive professional and technical salaries, including maintenance
of staff to provide readiness to serve. >
y.ry.
ar, (d) The following non-site office expenses: rent and costs of light, heat and
i water; equipment depreciation and maintenance cost; costs of office �b
supplies and reproduction of data for our internal use; general
u k.�d7
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AMENDMENT 3
APPENDIX B
1 ttir,,,�ff, i•.:.
. . CII Y OF JEFFERSON f �
WASTEWATER AND COLLECTION SYSTEM IMPROVEMENTS t` .
Y TERMS OF PAYMENT 7 t `-'•:
COST= PLUS FiXh:D FEE BASIS
z ,.
February 2001 R :.;Y:
communications expense, including local telephone calls and postage;
taxes; insurance premiums and license fees; automotive expense and other ��
F°
tr;r transportation and travel expense not chargeable to specific contracts; and
other miscellaneous costs.
V,41 4
B. OTHER REIMBURSABLE COSTS
In addition Sverdrup will be reimbursed for the following invoiced amounts: '
1. Travel subsistence, and incidental expenses of personnel while traveling in
connection with the work. The costs of a change of employee's residence are ',,. a;°..;
reimbursable if required by the work. ���'� � �°'`'
2. Transportation by passenger automobiles that Sverdrup supplies intermittently in
7
' connection with the work, at the rate of 34.5 cents per mile or the then IRS
P r.
C approved rate. All costs of owned, leased or rented passenger vehicles assigned to the work and car allowances granted to management and supervisory personnel ;:;
m
are reimbursable. Reimburseent for the cost of special types of vehicles will be
at rates to be mutually agreed upon when such vehicles are required.
3. Reproduction of drawings, photographs, maps, charts and reports which are
r 'r prepared for the Owner's periodic or interim review and also the cost of the ''r
t S, reproductions which constitute the delivery of work.
rY 4. Wire and wireless communication of messages and data in connection with they,. _-• .
work.
"'r`i�i df t4 t
5. Insurance required by the Owner in addition to the coverages or in excess of the
limits normally carried.
t j, f• k 7 �iRR,�
6. Subcontracted services such as, but not limited to, borings, surveys,
hoto rammetr , testing, on-site secretary/administrative assistant and computing `,.
'rl services, as required in the performance of the work, plus an amount equal to 10°io
thereof to cover cost of handling.
'= 7. Technical support services provided from our own facilities as required in the
performance of the work.
8. Special consultants, as approved by the Owner, if required in the performance of
B-2
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r ri@
AMENDMENT 3
.r APPENDIX B '
pia{: CITY OF JEFFERSON }
WASTEWATER AND COLLECTION SYSTEM IMPROVEMENTS
TERMS OF PAYMENT
try,` COST PLUS FIXED FEE BASIS ;
February 2001 , '
ti�h.'w• { L'.r i
; au the work, plus an amount equal to 10%thereof to cover the cost of handling.
it f
b,4rx +.
>. 9. Technical and advisory services of officers directly applicable to the project at the ��•f �
hourly rate of$150.
` C. TERMS OF PAYMENT t' z
Invoices will be submitted monthly. Payment of the invoices shall e due upon
r;s..
presentation and shall be made by wire transfer into an account designated by Sverdrup. k
:?rL
invoice, b
f If there are disputed items and/or amounts on any invoice, glance of such invoice,
S,i, t p
after deducting any disputed items, shall be aid in full, and the disputed items and
:t amounts shall be presented to Sverdrup for resolution as soon as such disputed items have t.}
fiJaA n ny
(�:n^ .. :?k.
a.,}.•.
been determined by Owner. Payments due but unpaid more than thirty (30) days after ty
bx•,a.a presentation of the invoice, excluding any amounts and items disputed by Owner, shall
bear interest at one percent 1 /o interest per month or any lesser legal limit a licab e
until paid.
..� ,'. ;
The above provisions are predicated on the work being; performed in Sverdrup's regularly
established offices and may be subject to revision if separate offices are necessary for
'rP'
project purposes.
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STATE OF Bolt Ilolden,(i nemor S(eplict 11 \I•tlifund,Director
r 5 e,: '
DEE.ARTMEN�� O� NXrUEA]L RESOURCES
— DIVISION OF L'\TIROVlvt1:\T't1L Qt1ALCTl'
,
P,O. Box 176 Jeffel.son 6 City' N10 65102-01 76
`,:• August 20 2001
t
The Honorable Thomas R.ackers
Mayor of Jefferson City '"`'
320 East McCart}•Street
rson City I� Ol
Jefferson 10 651 ,.,i1;
RE: C29_5401-01. Jefferson City Missouri
Wastewater Collection — Missouri River Crossing
Dear Mayor Rackers: ,
Enclosed is a copy of approved :addenda Nos. 2 and 3 to the plans and specifications or e
p f th iii
wastewater collection facilities to serve Jefferson City, Missouri. These addenda have been
reviewed for compliance to the State Revolving Fund requirements and sanitary engineering t ; `
practices.
These a
ddenda are for vour official records and should be maintained on file with the approved
plans and specifications for a minimum of four(4) years following the completion of the project. { f;
If you have any questions please contact Darrell Barber, project coordinator, at 573 526-0844 or :n
yt ': me at (573) 7151-5S27.
f r`at:r
Al
Sincerely, x� :
WATER POLLUTION CONTROL PROGRAM
i;.',;�y�• "t,hxy' Y.;Vin,
Cf Fr.y
�4' x.!•41
{` Donald E. Modesitt, P.E.
Project Engineer
i
DE�i:lsm „3Y '
t;'1 ya r
Enclosure
c: Phyllis Powell, City Clerk
Richard Vedder, Sverdup Civil, Inc. `
Jefferson Cit1 Regional Office
}' p
i.:., Darrell Barber, Financial Services
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Sverdrup
Will
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6ieMaemBelN�tt4�l�1�0,q�i88!p>�f ^';!`:
`F Fax Log No. 14198-32�
s!
To: Darrell Barber From Richard Vedder
of Missouri DNR Phone: 314-770-4380
4Ctsfr,tJ<
Fam 573-751-9396 F= 314-770-5113 'AR"V. i.
Ftwn
s; E-mail: richard.vedder@ocobs.com
Jt�:1",.,q tt.ult
Date: Au gust 9,2001
:�. pages: cover 2 9
Urgent For Review ❑Please Comrnent [)Please Reply [] Hard Copy to Follow +� n
�,.� t•,f,tl"ly..
r Subject: City of Jefferson 295401-01 ...... .,_,.
y Darrell n rite
Copies of Addenda 2 and 3 fior the City of Jefferson River Crossing bid documents arc attached, t3otfi
of the addenda de!ged the original bid date. There were some technical modifications in Addendum 4 which
< you have already received
Sorry I fbMot to send these addenda sooner.
Y{ Richard Vedder
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". MISSO=RIVER CROSSING
' CITY OF JEFFERSON;MISSOURI
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ADDENDUM NO.2,Junc 27,2001
RE. Missouri River Crossing
City of Jefferson UEp(►kT�Ell1 OF RE�lU4lf11. RESOURCES u ;�
MDNR Project C295401-01
Y�<
FRONT: Sverdrup Civil,Inc. 2 p 2001 ;4
` 13723 Riverportt Drive !�U G
Maryland Heights, Missouri 63043
314-436-7600
TO: Prospective Bidders and Suppliers
:;. This addendum forms a part of the Contract Documents and modifies the original
' Bidding Documents dated March 2001. Acknowledge receipt of this Addendum in the
Z. space provided on the Bid Form. Failure to do so may subject Bidder to disqualification.
?` This Addendum consists of: one page. ':`
t• ` ;;�CC`r�kD
t?�n
CHANGES TO BIDDING REQUIREMENTS
Invitation To Bid, Section 00020,page 1,the bid opening date is changed from the 60'
day of July, 2001 to the 20 day of July,2001. t :
END OF ADDENDUM NO.2
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C5-4199-00 ADDE NDUM 2-1
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MISSOURI DIVER CROSSING "
CITY OF JEFFERSON,MISSOURI ADDENDUM NO,3,July X6,2001
�. RE: Missouri Riv er C r ossing
.
City of Jefferson
MDNR Project C295401-01 DPgnlp}�Nr OF NATURAL RESOURCES
FROM: Sverdrup Civil, Inc. A P P R p ■ E D
13723 Riverport Drive
AUG :t
Maryland Heights,Missouri.63043 � 2 0 2001
t,
314-436-7600 r
f
1'_.t:.�g . a5r' ` Rya'4•tt
' TO: Prospective Bidders and Suppliers a�, ;
This-addendum forms a paxt of the Contract Documents and modifies the original
Bidding Documents dated March 2001. Acknowledge receipt of this Addendum in the4' ''%y '.
space provided on the Bid Form. Failure to do so may subject Bidden to disqualification. ° '
This Addendum consists of: one page. Rt
,•n`:u CHANGES TO BIDDING REQUIREMENTS W;
1. Invitation To Bid, Section 00020,page 1,the bid opening date currently set at the 20`h
day of July,2001 is postponed until outstanding questions can be resolved. It is
anticipated that a new bidding date and responses to outstanding questions will be
issued by addendum in the near future.
END OF ADDENDUM NO. 3
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0 1
I•' •'f •tl!
Bob 11ohlen,Governor r file hen M.Mahfixrd,Director
5T'A7'li:f),i:.Ivi})�SSL)UKt r
t TM-tN OF NA .I'UitA,L RESOURCES i{ r
]DE1l :
DIVISION OF I:NVIKONA'IEiN''AI.QLJAI.I'I1'----
P.O. Box 176 Jefferson City, MO 65102-0176 f}
A
August 27,2001 x
The Honorable Thomas Rackcrs
Mayor of Jefferson City
y
> ' 320 East McCarty Street
y9 ,SF4.tJ�
r Jefferson City, MO 65101
`* RE: C295401-01 Jefferson City, Missouri gib;
Wastewater Collection- Missouri River Crossing
r �y,•.4
Dear Mayor Raekers:
Enclosed is a copy of approved Addendum No. 4 to the plans and specifications for the
7wL+.rt.
wastewater collection- Missouri River Crossing facilities to serve Jefferson City, Missouri. This
addendum has been reviewed for compliance to the State Revolving Fund requirements and
sanitary engineering practices. > ?
This addendum is for your official records and should be maintained on file with the approved
plans and specifications for a minimum of four(4) years following the completion of the project.
If you have any questions please contact Darrell Barber,project coordinator, at (573) 526-0844 or
me at (573)751-5827.
Sincerely, 4
WATER POLLUTION CONTROL PROGRAM
Donald E. Modesitt, P.E. ,
Project Engineer � }
DEM:Ism my ' •
Enclosure
` r
c: Phyllis Powell, City Clerk
Richard Vedder, Sverdup Civil, Inc.
Jefferson City Regional Office
Darrell Barber, Financial Services !
RECYCLED FAM
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17"
MISSOURI RIVER CROSSING
CITY OF JEFFERSON, MISSOURI
ADDENDUM NO. 4, August 2,2001 -N r��k;
� +
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' 'iyi3f:' gi1 ,bbSS' tki te;;•..:a
RE:
Missouri River Crossing
to i F,:,
+ City of Jefferson R � ,
�
MDNR Project C295 401-01
AUG 'Z 4 2ua1`t'.,r;,# 0f yAfUpq �d� ��� . �•���.
FROM: Sverdrup Civil, Inc.
13723 Riverport Drive R� � PI RESOURCES
Maryland Heights, Missouri 63043 ` a
314-436-7600 U� l f^k'f �i a
2001
TO: Prospective Bidders and Suppliers
This addendum forms a part of the Contract Documents and modifies the original
Bidding Documents dated March 2001. Acknowledge receipt of this Addendum in the ��:1,,fitkh,={a'
space provided on the Bid Form. Failure to do so may subject Bidder to disqualification.
l= 2-A; a"Contractors Right of Entry
This Addendum consists of: two pages; revised Form
Agreement" form; and four figures(Figures 4.1
CHANGES TO PRIOR ADDENDA '. µ ' '
%.;'. 1. Addendum No.l, Item No.l,Page Addendum 1-2, replace Form 2-A with the new
Form 2-A included as page Addendum 4-3 of this Addendum. k : � r
2. Addendum No. 3, Item No. 1, set the bid date as August I0t',2001.
Yt `prA.. r,.,•�
CHANGES TO SPECIFICATIONS
3. Bidding Docuuments dated March 2001, delete all references to 1 '/a -inch High �
ethylene Pipe. ,ar�,7.;.�:. �, ;����•;
Density Poly
4. Section 00500, delete paragraph I
.01 and substitute therefore:
cified or indicated in the
1K�•r'y�, �3,�:
"1.01 CONTRAC'T'OR shall complete all work as spe
Contract Documents. The Work is generally described as follows:
Provide and install approximately 2,
400 lineal feet of 30-inch diameter t'�• `,y'q�, r
coated carbon steel pipe beneath the Missouri River by means of
tal Directional Drilling. CONTRACTOR shall self-perform the
Horizon
Horizontal Directional Drilling portion of the work."
4 5. Section 00800, Part ., add;
?' "The CONTRACTOR must review and execute "CONTRACTOR'S RIGHT OF
ENTRY AGREEMENT" for the Union Pacific Railroad Company."
6. Section 02445, Part 1.2.A., delete "and 1 '/-inch diameter high density polyethylene
(HDPE) duct".
+ 7. Section 02445, Part 1.2.B.4., delete "and 1 '/.-inch HDPE duct as specified on
Drawing No. CO 1". r
4 8. Section 02445, Part 1.2.B.5., delete "and 1 '/,-inch duct". ;f
,k t;tl 9. Section 02445, Part 1.2.B.6., add "as specified.". 1�
C54199-00 ADDENDUM 4-1
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STATE OF MISSOURI Hot,Holden,Governor•Stephen NI \hhrood,Director
DEPARTMENT OF NATURAL RESOURCES ' '
�
Jt DIVISION OF ENVIRONMENTAL QUALITY +t;; •
1'.0. Box 176
Jefferson City, MO 65102-0176
.�3
August 27, 2001 '
t 1 �•�
The Honorable Thomas Rackers
fs4 xi�y•i 7
�•mp7V?
Mayor of Jefferson City ry`
320 East McCarty Streets lr ifl`I
Jefferson City, MO 65101
RE: C295401-01 Jefferson City, Missouri
Wastewater Collection - Missouri River Crossing
x,
Dear Mayor Rackers:
ti Enclosed is a copy of approved Addendum No. 4 to the plans and specifications for the tz''
wastewater collection - Missouri River Crossing facilities to serve Jefferson City, Missouri. This
•tiv` tl
addendum has been reviewed for compliance to the State Revolving Fund requirements and _» 3
K
Y'1� sanitary engineering practices.
This addendum is for your official records and should be maintained on file with the approved
Tans and specifications for a minimum of four -1
p P Oyears following the completion of the project.
FV•xt
If you have any questions please contact Darrell Barber, project coordinator, at (573) 526-0844 or { . '
me at(573) 751-5827. w • -x .
Sincerely,
'
WATER POLLUTION CONTROL PROGRAM
Donald E. Modesitt, P.E.
Project Engineer
DEM:lsm ^
Enclosure
y1�
c: Phyllis Powell, City Clerk
_.
Richard Vedder, Sverdup Civil, Inc, r,
�r
Jefferson City Regional Office ,
Darrell Barber, Financial Services
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T� tl Iloh Holden,Gnvcrno# . Stephen M.Mahfoo(1.hircc{nr
D T OF NATURAL RESOURCES
IRON (1
DIVISION OF ENVIRONMENTAL UALITY
P.O. Box 176 Jefferson City,MO 65102-0176
RECEIVED
May 4, 2001
MAY 07200-1
The Honorable Thomas Rackers
Mayor of Jefferson City Offico of the City Clerk -,•
320 East McCarty Street rN)' cif Jefferson
Jefferson City, MO 65101 14tA' i '•y
, r`
Sri'<�;: -
` RE: C295401-01 Jefferson City, Missouri—Water Pollution Control Facility Expansion
}Y {
Dear Mayor Rackers:
Enclosed is a copy of approved Addendum No. 1 to the plans and specifications for the treatment ,t'
u ;? J
facilities to serve Jefferson City, Missouri. This addendum has been reviewed for compliance
with current state and federal requirements and for conformance with accepted sanitary
engineering
g Practices. r`,a•r'�r���,k::'�'
This addendum is for your official records and should be maintained on file with the approved ��,�ff`►::
plans and specifications for a minimum of four(4) years following the completion of the project. x�{`�
If you have any questions please contact Darrell Barber, project coordinator, at 573. 526-0844 or ?�� '
me at(573) 751-5827. tpx / `
Sincerely,
..i, WATER POLLUTION CONTROL
}. PROGRAM `,lrt� yra41;�1
r;lCt t// L` / i "I(7'•C• �4I�rAsi!i{y,�1fi5'.F:;tIS::
Donald E. Modesitt, P.E.
Project Engineer
DEM:Ism
Enclosure
' c: Phyllis Powell;City Clerk
Richard Vedder, Sverdup Civil, Inc.
Jefferson City Regional Office
+: r,
�Prsy
Darrell Barber, Financial Services );.A
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WATER POLLUTION CONTROL FACILITY EXPANSION
CITY OF JEFFERSON,MISSOURI
lr;tJ".r1.••
ADDENDUM N®. ], April 27,2U01 RECEIVED
x RE:
Water Pollution Control Facility Ex APR .1 n 2001
City of Jefferson �� a";rn```j
MDNR Project C295401-01 �� '�d UVPCP
FROM: Sverdrup Civil, Inc.
x'=. 13723 Riverport DpKd`
Maryland Height Ai 43 '4,
314-436-7600 $ +
TO: Prospective Bidders and Suppliers =� 'r,•,fj,'.,,.!
?'> ,i�•;
This addendum forms a part of the Contract Documents and modifies the original
Bidding Documents dated March 2001. Acknowledge receipt of this Addendum in the
space provided on the Bid Form. Failure to do so may subject Bidder to disqualification.
This Addendum consists of: five pages; two specifications (attached), Section 01210-
Allowances, and Section 10433-Cast-Metal Plaque; and, one drawing (attached), Sheeta.+,,''; ;
G-0 1, with the revised date of 4/27/01.
CHANGES TO SPECIFICATIONS "
1. Add Section 01210-Allowances
NAW
�`,.•, Y
2. Section 02221-Building Demolition, add to paragraph 1.6.A "The Owner will de-
water and remove sludge from tanks and channels before start of demolition work.
3. Section 03310-Concrete Work,paragraph 3.121, change"or by the other curing
methods as specified for slabs." to "and by wetting the exposed concrete." ;,}G
'- • •.�;'4,P�tit d,`t',;}
{ 4. Section 03310-Concrete Work, paragraph 3.15.A, change cc 24 hours" cc to 12 hours"
5. Add Section 10433-Cast-Metal Plaque `# i�:`' :
•T'•''il 5�;�2r1,jaY�ti'i�,11
6. Section 11310-Submersible Pumps,paragraph 2.13.13, change"galvanized guide
i't> rails"to"304 stainless steel guide rails" Jfz,
t r
7. Section 11312-Vertical Turbine Pumps, add paragraph 2.2.H Wear Rings: "The pump
shall be supplied with bronze impeller and bowl wear rings."
8. Section 11377- Sequencing Batch Reactor Equipment add subparagraph 1.8.A.4
One electric operator for each size of air inlet valve
9. Section 11377- Sequencing Batch Reactor Equipment, add subparagraph 1.8.A.5
"One decanter drive motor" 6
is{N,,
'4 C54199-00 ADDENDUM 1-1
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WATER POLLUTION CONTROL FACILITY EXPANSION
U t�
CITY OF JEFFERSON, MISSOURI `
10, Section 11377- Sequencing Batch Reactor Equipment, subparagraph 2,2,A.3.d, G'
eX2 t
change the sentence beginning with "Maximum spacing..." to "Maximum allowable
spacing between distribution headers shall be 4 feet on centers."
11. Section 11377-Sequencing Batch Reactor Equipment, paragraph 2.2.E, change
"galvanized steel guide rails to 304 stainless steel guide rails
12. Section 11379-Alternate SBR Equipment, sub ara ra h 2.2.H.1, change "galvanized
Y�
steel guide rails" to"304 stainless eel guide ailsg p g g
13. Section 11379-Alternate SBR Eq p subparagraph
ui ment, 1.9.A.3, replace with"One
electric operator for: each size of motorized influent valve; each size of motorized air
inlet valve; and, each size of motorized effluent valve."
14. Section 11379-Alternate SBR Equipment, subparagraph 2.2.13.2, add after"4 feet",
on centers." Ni{
15. Section 11379-Alternate SBR Equipment, paragraph 2.2.N, change the sentence
"Provisions shall be made for tanks-out-of-service, equipment or valve failure, and4
power failure. to Provisions shall be made for tanks-out-of-service, equipment or
valve failure and power failure that do not require the operator to change set points or
recalculate cycle times."
i ,;;•,t�.. � ,� �`��~~,„ter :° ;'
f r•.
���:ts
16. Section 11399-Biofiltration System,add subparagraph 2.1.A.3,"Bioway America— ;
Bioway Purspring
17. Section 11399-Biofiltration System, paragraph 2.2.13, replace text (before
subparagraphs) with"Media Vessel and Covers: Fiberglass reinforced plastic or high
g P g
density polyethylene vessel designed to withstand deadhead fan pressure/vacuum and
j
indicated structural loads, provided with removable covers for access to the media
and lifting lugs."
18. Section 11399-Biofiltration System replace paragraph 2.2.0 with, "Media: Organic,
synthetic, or combination organic/synthetic material specifically desined for low 4} tn � ,s,•:'.,
head loss, minimal settling, provision of nutrients, and pH buffering."
19. Section 13420-Instruments, subparagraph I.10.A.2, change "Calibration fluids (for
instrumentation requiring such fluids)"to "Calibration fluids and gases (for
instrumentation requiring such fluids or gases)"
Oq-
�Ti?ri�yy?y� I�wtl.y�
tt APV� ,t �
20. Section 13420-Instruments, add paragraph 2.8.C, H2S and.Combustible Gas
%r,
r. l�s�.,.
Transmitters: Factory calibrated using calibration gases.
21. Section 13420-Instruments, add Article 2.9 H2S AND COMBUSTIBLE GAS
TRANSMITTERS:
s,:t}'�'� is t'.:,:'�•
C5-4199-00 ADDENDUM 1-2
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i WATER POLLUTION CONTROL FACILITY EXPANSION
CITY OF JEFFERSON,MISSOURI
�' `iF><,{`•'��"�rFr eta
A. H2S Transmitters: Electrochemical sensor integrally mounted with
indicating transmitter. Enclosure shall be cast aluminum. NEMA 250 `' ;
Type 4X enclosure with 3'/2-digit LCD display and LED diagnostic
displays. Transmitters shall have discrete output fault alarm (Form A or
Form B) and the following operating characteristics:
1. Long Term Sensitivity Drift: <2% signal/month, `; ` sf{
r
2. Input Power: 24 VDC.
, 2-wire
3. Output Signal: 4-20 mA DC
i'�• ,} signal. :,;tyw ��(�g�•,�-;,i;.�.
4. Operating Temperature Range: -4°F to 122°F (-20°C to 50°C).
5. Electrical Connection: '/-inch(20-mm).
= H2S transmitters shall be WorksAloneTM 6200 Series (Part Number 7810-0310-
0302) manufactured !" +
by Industrial Scientific Corporation (Oakdale, Penn.);
Ultimao manufactured by Instrument Division, Mine Safety Appliances MY v,
Company (Pittsburgh, Penn.); U9500 InfinitiTM (OS Number U9500B2004 P/N
006265-008) manufactured by Detector Electronics Corporation (Minneapolis,
Minn.); orequal.
B. Combustible Gas Transmitter: Catalytic sensor integrally mounted
with indicating transmitter. Enclosure shall be cast aluminum NEMA 250 .0 � �z�'��•
Type 4X enclosure with 31/2-digit LCD display and 'LED diagnostic
displays. Transmitters shall have discrete output fault alarm (Form A or ',fit ,
Form B) and the following operating characteristics:
` 1. Long Term Sensitivity Drift: <2% signal/month. r�, �"`�
2. Input Power: 24 VDC.
3. Output Signal: it signal.,
4-20 mA DC 2-wire C
4. Operating
•' p g Temperature Range: -4°F to 122°F (-20°C to 50°C}.
5. Electrical Connection: '/d-inch (20-mm).
- "i, ,t.
TM
Combustible gas transmitters shall be WorksAlone 6200 Series (Part Number ,
7810-0294) manufactured by Industrial Scientific Corporation (Oakdale, Penn.);
Ultimao manufactured by Instrument Division, Mine Safety Appliances =z •� �.��,;.•:�,
Company (Pittsburgh, Penn.); U9500 Infiniti (OS Number U9500A1004, P/N ,� „ ,`..
Y 006265-007) manufactured by Detector Electronics Corporation (Minneapolis, `
Minn.); or equal.
C. Applicable Instruments:
Tag No. Service Range
02-AE/AIT-219 H2S Gas 0.0- 10.0 ppm
r 02-AE/AIT-218 Combustible Gas 100.0%LEL
. r ?�
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}
WATER POLLUTION CONTROL FACILI'T'Y EXPANSION
CITY OF JEFFERSON, MISSOURI
22. Section 13450-Supervisory Control System, add subparagraph 1.5,13.3, "English
� ! 4;language control narrative includin g g eneral system overview; definition of
controls; detailed descriptions of
operating modes; detailed description of system
graphic displays including system status, set points, analog signals and alarms, and
control screens; detailed description of system interlocks including: automatic
actions, alarms, alarm set points, and active period of alarms and controls; and,
sequence of operations charts." ;kr'`ry`ry
23. Section 13450-Supervisory ry Control System,paragraph 1.6.A, add "or R.E. Pedrotti
Co., Inc. (St. Louis, MO)."
24. Section 13450-Supervisory Control System, add subparagraph 3.21.3 Provisions
shall be made for tanks-out-of-service, equipment or valve failure, and power failure
that do not require the operator to change set points or recalculate cycle times. !r `i, .'
25. Section 15221-Ductile Iron Process Piping, subparagraph 2.2.A.3, delete the phraser,t,"
"Class 250 `,< ;';f
26. Section 15221-Ductile Iron Process Piping, replace paragraph 2.2.E with�.Fittin s: �,
g 11
AWWA C110 or C153, 250 psi minimum pressure rating."
27. Section 15221-Ductile Iron Process Piping, replace subparagraph 2.2.G.3.c with
�j "}x�t{a1s7 7rn a.
.� "Gasket for air service: 1/8-inch thick, full face, EPDM, suitable for 250°F
'`<r7m'r1lLy
af+ continuous service (Garlock Style 564 or equal)."
�st"xf '�;:^: '
28. Section 16157-Variable Frequency Drive Controllers, paragraph 2.1.A after"Pius II"
add "or Robicon Clean Power Series" !' 'fair
y(��;��}} qqtt r.•a
CHANGES TO DRAWINGS
41t Y.•9,
29. Delete sheet G-0 1, rev 0 and replace with sheet G-0 1, rev 1.
30. Add the following table to sheet S-01 ` "
F
FOUNDATION REQUIREMENTS
Vli
fg Material Under Concrete Foundation
Location (See Section 02300 for definitions) a{ '
HEADWORKS BUILDING `
A
Slab on grade 6" Drainage Fill
Column & wall footings Satisfactory Soil material
18" thick mat under channels 8" Base Course, extend Base Course 1'-0"
inside and outside beyond edge of concrete '
Grit Tank
8" Base Course, extend Base Course 1'-0" `
beyond edge of concrete
yyr
C54199-00 ADDENDUM 14
'JS
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ii
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r, 15.� ..w •:)i` .1: r .. .. i r'p: � rt,�•�11 ��� r t.. '�.�.
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115
i.
MN'1 ,M"U
h l f l
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WATER POLLUTION CONTROL FACILITY EXPANSION
CITY OF JEFFERSON, MISSOURI
Location
Material Under Concrete Foundation rn
i
(See Section 02300 for definitions)
SBR TANK
See sheet S-03, Section 11, materials
required under and around entire tank
T.!z ,!'':U3, Section 11,materials
EFFLUENT PUMP STATION Tee sheet
required under entire foundation, stop
drainage fill at edge of foundation
ADMINISTRATION BUILDING
Slab on grade 6" Drainage Fill
Column and wall footings Satisfactory Soil material
`t Y1
31. Sheet S-03, Section 11,delete the note '7-0" wide drainage blanket center around
relief valve"
51,
32. Sheet M-15, detail titled "Continuous Purge Assembly Detail Purge" change "10" SS
Air Header" to "101, PVC Air Header"
33. Sheet I-01, change"DH-485"to DH+"
END OF ADDENDUM I
C5-4199-00
ADDENDUM 1-5
3
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A
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WATER POLLUTION CONTROL FACILITY EXPANSION ```�; . ;r;,
CITY OF JEFFERSON, MISSOURI ,
f y IV ,
SECTION 01210 - ALLOWANCESt .� � t
PAR GENERAL
RAL
} '"T �C: .fix•'- c. ��
1.1 RELATED DOCUMENTS r ,,n
A. Drawings and general provisions of the Contract, including General and Supplementary `3;
Conditions and other Division 1 Specification Sections, apply to this Section.
i S!
y,
r{ 1.2 SUMMARYr� �yS
' A. This Section includes administrative and procedural requirements governing
allowances. f ; ;',9Y .•,;,'
1.3 APPROVAL AND PURCHASE `i' 5a •r,ra : I
A. At the earliest practical date after award of the Contract, advise Engineer of the date
when final approval for purchase of each product or system described by an allowance
must be completed to avoid delaying the Work.
`+r
B. At Engineer's request, obtain proposals for each allowance for use in making final1
}t approval. Include recommendations that are relevant to performing the Work. •rt,l� .,.
C. Purchase products and systems approved by Engineer from the designated supplier.
� , _ P •k. r c
1.4 SUBMITTALS uv
A. Submit proposals for purchase of products or systems included in allowances, in the �>� �•s�tr};,w,�
:
form specified for Change Orders.
PART 2 - PRODUCTS (Not Used)
PART 3 EXECUTION
3.1 EXAMINATION
A. Eximine products covered by an allowance promptly on delivery for damage or defects.
Return damaged or defective products to manufacturer for replacement.
C5-4199-00 01210 - 1 ALLOWANCES
RO—4/27/01
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• • WATER POLLUTION CONTROL FACILITY EXPANSION
CITY OF JEFFERSON, MISSOURI
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` , N SECTION 10433 -CAST-METAL PLAQUE
PART I - GENERAL
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1.1 RELATED DOCUMENTSa �i4 `t
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A. Drawings and general provisions of the Contract, including General and
,11 1W
Supplementary Conditions and Division 1 Specification Sections, apply to this nu,,,, e+ ' ;` '
Section.
SUMMARY
A. This Section includes the following:
1. Cast-metal plaques,
1.3 SUBMITTALS
details, material descriptions, dimensions of
A. Product Data: Include construction �r"�•f`�;
i;w 7 individual components and profiles, and finishes for each type of sign.
B. Shop Drawings: Show mounting methods, grounds, mounting heights, layout, spacing,
reinforcement, accessories, and installation details.
` 1. Provide large-scale details of wording, lettering, and artwork layout.
tJ.,r.lam
C. Samples for Initial Selection: For each type of sign material indicated that involves ,�,,�ryrss,•:
color selection. ["r�
D. Samples for Verification: For each type of sign, include the following Samples to
verify color selected: ''
1. Casting: Show representative texture, character style, spacing, finish, and method
of attachment.
E. Maintenance Data: For signage cleaning and maintenance requirements to include in �':� '
maintenance manuals. `" '
A COORDINATION
,,-, A. For signs supported by or anchored to permanent construction, advise installers of
ts for placement of anchorage devices and
anchorage devices abo ut specific re uirenen
similar items to be used for attaching signs.
For signs supported b or anchored to permanent construction, furnish templates
gns pP y P
for installation of anchorage devices.
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GIN
CAST-METAL PLAQUE , �r•<' :I
C5-4199-00 10433 - 1
RO-4/27/01
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WATER POLLUTION CONTROL FACILITY EXPANSION
CITY OF JEFFERSON, MISSOURI
GV';}, di�LYTf,J1 t�r��r t,•.
PART 2 - PRODUCTS
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2.1 CAST-METAL PLAQUES
T F "
A. General: Provide castings free from pits, scale, sand holes, and other defects. Comply
with requirements specified for metal, border style, background texture, and finish and L ;
in required thickness, size, shape, and copy. ' ` r` f. 4�r<`.
B. Available Manufacturers: Subject to compliance with requirements, manufacturers ;°;< :'�.:,u=r,"fi'4ss'
fl`t4� 1�}ld l
offering products that may be incorporated into the Work include, but are not limited /r
to, the manufacturers specified.
1. A.R.I . Ramos.
2. American Graphics Inc.
3. Gemini Incorporated. ``,_`
4. Matthews International Corporation; Bronze Division. bs ',t,K
5. Metal Arts; Div. of L&H Mfg.
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6. Mills Manufacturing, Inc.
7. Southwell Co. crhe).
8. York Bronze/Bryan.
C. Aluminum Castings: Provide aluminum castings of alloy and temper recommended
{ b sign manufacturer for castin rocess used and for use and finish indicated.
D. Border Style: Raised flat band.
E. Background Texture: Manufacturer's standard pebble texture finish.
F. Mounting: Concealed studs for substrates encountered. jQ
2.2 ACCESSORIES Asli
A. Anchors and Inserts: Provide nonferrous-metal or hot-dip galvanized anchors and
inserts for exterior installations and elsewhere as required for corrosion resistance.
Use toothed steel or lead expansion-bolt devices for drilled-in-place anchors. Furnish }? r°3Y 'tike
inserts, as required, to be set into concrete or masonry work.
2.3 FINISHES, GENERAL
Ei
77,
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal
Products" for recommendations for applying and designating finishes.
B. Protect mechanical finishes on exposed surfaces from damage by applying strippable,
temporary'Y P rotective covering before shi PPnn g
C. Appearance of Finished Work: Variations in appearance of abutting or adjacent
pieces are acceptable if they are within one-half of range of approved Samples.
C5-4199-00 10433 -2 CAST-METAL PLAQUE
r• �
RO—4/27/01
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WATER POLLU'T'ION CONTROL FACILITY EXPANSION
CITY OF JEFFERSON,MISSOURI
Noticeable variations in same piece are not acceptable. Variations in appearance of
other components are acceptable if they are within range of approved Samples and are
assembled or installed to minimize contrast.
t
2.4 ALUMINUM FINISHESi
,4 A. Clear Anodic Finish: Manufacturer's standard clear anodic coating, 0.018 mm or
thicker, over a satin(directionally textured) mechanical finish. ty, };
B. Clear Finish: Natural satin finish with clear polyurethane protective coat.
J' C. Baked-Enamel Finish: Manufacturers standard baked enamel complying with paint
manufacturer's written instructions for cleaning, conversion coating, and painting. ! y,�,-,: •..
1. Color: As selected by Architect from manufacturer's full range. 'S`i
D. Cast-Metal Plaque Finishes:
1. Raised Areas: Hand-tool and buff borders and raised copy to produce manufac-
turer's standard satin finish.
2. Background Finish: Painted.
4aljfYt'(�'i}y�Y•'r+,t�,..�•
�i,. PART 3 -EXECUTION
3.1 EXAMINATIONS" '�54st
:. A. Examine substrates areas and conditions with Installer present for compliance with {r
{z;
requirements for installation tolerances and other conditions affectin g P erformance of
work.
B. Verify that items, including anchor inserts, provided under other sections of Work are
sized and located to accommodate signs.
C. Examine supporting members to ensure that surfaces are at elevations indicated or
•t;'a required to comply with authorities having jurisdiction and are free from dirt and other
' deleterious matter.
D. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION ^.
1
A. General: Locate signs and accessories where indicated, using mounting methods of
s�Ji:i,x
types described and in compliance with manufacturer's written instructions.
r; 1. Install signs level plumb, and at heights indicated with sin surfaces free from �. .
rf' g � P ► � g +
distortion and other defects in appearance. wa
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10433 -3 CAST-METAL PLAQUE
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WATER POLLUTION CONTROL FACILITY EXPANSION
'? CITY OF JEFFERSON, MISSOURI
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E. Cast-Metal Plaques: Mount plaques using standard fastening methods recommended #`
in writing by manufacturer for type of wall surface indicated. ' '
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1. Concealed Mounting: Mount plaques by inserting threaded studs into tapped lugs
on back of plaque. Set in predrilled holes filled with quick-setting cement.
3.3 CLEANING AND PROTECTION
A. After installation, clean soiled sign surfaces according to manufacturer's written }`
instructions. Protect signs from damage until acceptance by Owner.
3.4 SIGN SCHEDULE
A. Metal Plaque ;r.Fi
1. Sign Size: 30"w x 42"h
2. Text/Message: To be provided. 4''t
` 3. Quantity: 1
END OF SECTION 10433
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