HomeMy Public PortalAboutORD14163 • BILL NO. 2006-138
SPONSORED BY COUNCILMAN Berry
ORDINANCE NO.
AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE
MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH KAUFFMAN
ENTERPRISES LLC FOR THE LESLIE BLVD. SIDEWALK, STORMWATER, AND
SANITARY SEWER PROJECT.
WHEREAS, Kauffman Enterprises LLC has become the apparent lowest and best bidder
on the Leslie Blvd. Sidewalk, Stormwater, and Sanitary Sewer project;
NOW, THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE CITY OF
JEFFERSON, MISSOURI, AS FOLLOWS:
Section 1. The bid of Kauffman Enterprises LLC is declared to be the lowest and
best bid and is hereby accepted.
Section 2.The Mayor and City Clerk are hereby authorized to execute an agreement
with Kauffman Enterprises LLC for the Leslie Blvd. Sidewalk, Stormwater, and Sanitary
Sewer Project.
Section 3. The agreement shall be substantially the same in form and content as
that agreement attached hereto as Exhibit A.
Section 4. This Ordinance shall be in full force and effect from and after the date
of its passage and approval.
Passed:_ .�j Approv 6 c-960-7
rr id ing Officer Mayor
ATT APPR D AS T OR
Atyc City ounselor
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CONTRACT DOCUMENTS
All •
PPInr
CITY OF JEFFERSON
J
�A71'1„I '►%11�I�I�V�1
r SPECIFICATIONS AND CONTRACT DOCUMENTS
PROJECT NO. 32086
i ' ff Leslie Sidewalk, Stormwater, and Sanitary Sewer 4
Project
3
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1 Jefferson City Department of Community Development
'. February, 2007
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1
TABLE OF CONTENTS
' Advertisement for Bids
' Notice to Bidders
• Information for Bidders
• Bid Form
' Bid Bond *
• Anti-Collusion Statement
' 0 Contractor's Affidavit
' Minority Business Enterprise Statement
• Minority Business Utilization Agreement
• Affidavit of Compliance with Prevailing Wage Law
• Prevailing Wage Determination
' 0 Affidavit of Compliance Public Works Contracts Law
• Excessive Unemployment Exception Certification
' 0 Construction Contract
' 0 Performance, Payment, and Guarantee Bond
• General Provisions
' Special Provisions
• Attachments
• Addendums ( If Any )
INDICATES THIS ITEM INCLUDED IN BID PACKET FOR SUBMISSION OF BID)
•
' ADVERTISEMENT FOR BIDS
' Sealed bids will be received at the office of the Purchasing Agent, 320 East McCarty
Street,Jefferson City, Missouri 65101, until 1:30 PM,on Tuesday, February 6,2007.
' The bids will be opened and read aloud in the Council Chambers at 1:30 PM on that
same day.
' The proposed work for the project entitled "Project No. 32086, Leslie Sidewalk,
Stormwater, and Sanitary Sewer Project' will include the furnishing of all material,
labor, and equipment to construct approximately 2500 feet of 5 foot wide concrete
' sidewalk, 1500 feet of curb and gutter, 1200 feet of stormwater pipe with associated
inlets, various modular block walls, the rerouting of approximately 516 feet of sanitary
sewer main including new manholes, and other various improvements.
' A pre-bid conference will be held at 10:00 AM, on Tuesday, January 30, 2007 in the
Thomas Jefferson Conference Room of City Hall, 320 E, McCarty Street, Jefferson
City, MO 65101. All prospective bidders are urged to attend.
Copies of the contract documents required for bidding purposes may be obtained from
the Director of Community Development, 320 East McCarty Street, Jefferson City,
N Missouri. A non-refundable deposit of Twenty-Five Dollars ($25.00) will,be.required
for each set of plans and specifications. Individual full size sheets of the plan's.may be
' obtained for Three Dollars ($3.00) per sheet.
The contract will require compliance with the wage and labor.requirements and the
' payment of minimum wages in accordance with the Schedule of Wage Rates
established by the Missouri Division of Labor Standards.
' The City reserves the right to reject any and all bids and to waive informalities therein,
to determine which is the lowest and best bid and to approve the bond.
CITY OF JEFFERSON
TerSt h on
Purchasing gent
Publication Date Sunday, January 21, 2007
NOTICE TO BIDDERS
' Sealed bids will be received at the Office of the Purchasing Agent, City Hall, 320 East
McCarty Street,Jefferson City, Missouri, until 1:30 PM on Tuesday, February 6, 2007.
' The bids will be opened and read aloud in the Council Chambers at 1:30 PM on that
same day.
' The proposed work for the project entitled "Project No. 32086, Leslie Sidewalk,
Stormwater, and Sanitary Sewer Project" will include the furnishing of all material,
labor, and equipment to construct approximately 2500 feet of 5 foot wide concrete
' sidewalk, 1500 feet of curb and gutter, 1200 feet of stormwater pipe with associated
inlets, various modular block walls, the rerouting of approximately 516 feet of sanitary
sewer main including new manholes, and other various improvements.
A P re-bid conference will be held at 10:00 AM, on Tuesday,January 30, 2007 in the
Thomas Jefferson Conference Room of City Hall, 320 E. McCarty Street, Jefferson
' City, MO 65101. All prospective bidders are urged to attend.
All equipment, material, and workmanship must be in accordance with the plans,
' specifications, and contract documents on file with the Director of Community
Development, Jefferson City, Missouri.
Copies of the contract documents required for bidding purposes may be obtained from
the Director of Community Development, 320 East McCarty Street, Jefferson City,.
' Missouri. A non-refundable deposit of Twenty-Five Dollars ($25.00) will be required
for each set of plans and specifications. Individual full size sheets of the plans may be
obtained for Three Dollars ($3.00) per sheet.
' A certified check on a solvent bank or a bid bond by a satisfactory surety in an amount
equal to five (5) percent of the total amount of the bid must accompany each proposal.
' A one-year Performance and Guarantee Bond is required.
' The owner reserves the right to reject any or all bids and to waive informalities therein
to determine which is the lowest and best bid and to approve the bond.
CITY OF JEFFERSON, MISSOURI
i
' Patrick E. Sullivan, PE
Director of Community Development
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INFORMATION FOR BIDDERS
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' IB-1 SCOPE OF WORK
' The work to be done under this contract includes the furnishing of all technical personnel,labor,
materials,and equipment required to perform the work included in the project entitled'.'Project
No. 32086, Leslie Sidewalk, Stormwater, and Sanitary Sewer Project" in accordance with
' the plans and specifications on file with the Department of Community Development.
The proposed work for this project will include the furnishing of all material, labor, and
equipment to construct approximately 2500 feet of 5 foot wide concrete sidewalk, 1500
feet of curb and gutter, 1200 feet of stormwater pipe with associated inlets, various
modular block walls, the rerouting of approximately 516 feet of sanitary sewer main
' including new manholes, and other various improvements.
I13-2 INSPECTION OF PLANS, SPECIFICATIONS, AND SITE OF WORK
' The bidder is required to examine carefully the site of the proposed work, the bid, plans,
specifications,supplemental specifications,special provisions,and contract documents before
submitting a bid. Failure to do so will not relieve a successful bidder of the obligation to furnish
' all materials and labor necessary to carry out the provisions of the contract.
I13-3 INTERPRETATION OF CONTRACT DOCUMENTS
NIf the bidder has any questions which arise concerning the true meaning or intent of the Plans,
Specifications or any part thereof, which affect the cost, quality,-quantity, or character of the
' project, he shall request in writing, at least five (5) days prior to the date fixed for the bid
opening, that an interpretation be made and an addendum be issued by the City, which shall
then be delivered to all bidders to whom Plans and Specifications have been issued. All
' addenda issued shall become part of the contract documents. Failure to have requested an
addendum covering any questions affecting the interpretation of the Plans and Specifications
shall not relieve the Contractor from delivering the completed project in accordance with the
intent of the Plans and Specifications to provide a workable project.
' I13-4 QUALIFICATIONS OF BIDDERS
' The City of Jefferson may make such investigations as deemed necessary to determine the
ability of the bidder to perform the work and the bidder shall furnish to the City all such
information and data for this purpose as the City may request. The City reserves the right to
' reject any bid if the evidence submitted by the bidder or investigation of such bidder fails to
satisfy the City that such bidder is properly qualified to carry out the obligations of the Contract
and to complete the work contemplated therein.
tI13-5 EQUIVALENT MATERIAL
I Wherever definite reference is made in these Specifications to the use of any particular material
or equipment, it is to be understood that any equivalent material or equipment may be used
• which will perform adequately the duties imposed by the general design,subject to the approval
Iof the City.
1
• I13-6 BID SECURITY
' Each bid must be accompanied by a certified check or bid bond made payable to the City of
Jefferson for five percent (5%) of the amount of the bid. Bid securities will be returned after
award of the contract except to the successful bidder.
Should the successful bidder fail or refuse to execute the bond and the contract required within
' seven (7) days after he has received notice of acceptance of his bid, he shall forfeit to the City
as liquidated damages for such failure or refusal, the security deposited with his bid.
IB-7 PREPARATION OF BIDS
Bids must be made upon the prescribed forms attached in these Contract Documents. Only
sealed bids will be considered, all bids otherwise submitted will be rejected as irregular.
All blank spaces in the bid must be filled in and no change shall be made in the phraseology
of the bid, or addition to the items mentioned therein. Any conditions, limitations or provisions
' attached to bids will render them informal and may be considered cause for their rejection.
Extensions of quantities and unit prices shall be carried out to the penny.
' I13-8 PRICES
N The price submitted for each item of the work shall include all costs of whatever nature involved
in its construction, complete in place, as described in the Plans and Specifications.
Section 144.062 RSMo provides that the City's sales tax exemption may be used for the
' purchase of goods and materials for this project. The contract for the project will authorize and
direct the Contractor to utilize the City's sales tax exemption in the purchase of goods and
materials for the project. This provision shall apply to only those purchases totaling over$500
' from an individual supplier.
All sales taxes on those items which do not qualify for the use of the City's sales tax exemption
' and for which sales tax might lawfully be assessed against the City are to be paid by the
Contractor from the monies obtained in satisfaction of the Contract. It being understood by the
bidder, that the bid prices submitted for those items shall include the cost of such taxes.
' I113-9 APPROXIMATE QUANTITIES
' In cases where any part or all of.the bidding is to be received on a unit price basis, the
quantities stated in the bid will not be used in establishing final payment due the successful
Contractor. The quantities stated on which unit prices are so invited are approximate only and
each bidder shall make his own estimate from the plans of the quantities required on each item
' and calculate his unit price bid for each item accordingly. Bids will be compared on the basis
of number of units stated in the bid. Such estimated quantities, while made from the best
information available, are approximate only. Payment of the Contract will be based on actual
' number of units installed on the complete work.
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IB-10 LUMP SUM ITEMS
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Payment for each lump sum item shall be at the lump sum bid for the item, complete in place,
and shall include the costs of all labor, materials,tools and equipment to construct the item as
described herein and to the limits shown on the Plans.
iIB-11 SUBMISSION OF BIDS
' The Bid and the Bid Security guaranteeing the same shall be placed in a sealed envelope.and
marked "Project No. 32086, Leslie Sidewalk, Stormwater, and Sanitary Sewer Project".
' IB-12 ALTERNATE BIDS
In making the award, if alternate bids have been requested, the alternate bid which will be in
the best interest of the City will be used.
' IB-13 WITHDRAWAL OF BIDS
' If a bidder wishes to withdraw his bid, he may do so before the time fixed for the opening,
without prejudice to himself. No bidder may withdraw his bid for a period of ninety (90) days
after the scheduled closing time for the receipt of bids.
' No bids received after the time set for opening for bids will be considered.
IB-14 RIGHT TO REJECT BIDS
The City reserves the right to reject any or all bids,to waive any informality in the bids received,
' or to accept the bid or bids that in its judgement will be in the best interests of the City of
Jefferson.
' IB-15 AWARD OF CONTRACT
If, within seven (7) days after he has received notice of acceptance of his bid, the successful
bidder or bidders shall refuse or neglect to come to the office of the Director of Community
Development and to execute the Contract and to furnish the required Performance and
Payment Bonds and Insurance, properly signed by the Contractor and the Surety and Sureties
satisfactory to the City of Jefferson as hereinafter provided, the bidder or bidders shall be
' deemed to be in default and shall forfeit the deposit.
IB-16 PERFORMANCE AND PAYMENT BOND
A Performance and Payment Bond in an amount equivalent to one hundred percent (100%)
of the Contract price, must be furnished and executed by the successful bidder or bidders. A
' form for the bidders use is contained in these Contract Documents.
The issuing Surety shall be a corporate Surety Company or companies of recognized standing
' licensed to do business in the State of Missouri and acceptable to the City of Jefferson.
•
IB-17 INDEMNIFICATION AND INSURANCE
The Contractor agrees to indemnify and hold harmless the City from all claims and suits for loss
' of or damage to property, including loss of all judgments recovered therefore, and from all
expense in defending said claims, or suits, including court costs, attorney fees and other
expense caused by any act or omission of the Contractor and/or his subcontractors, their
' respective agents, servants or employees.
The Contractor shall be required to provide the City of Jefferson with a Certificate of Insurance
' outlining the coverage provided.
IB-18 BID SECURITY RETURNED TO SUCCESSFUL BIDDER
Upon the execution of the Contract and approval of Bond, the Bid Security will be returned to
the bidder unless the same shall have been presented for collection prior to such time, in which
case the amount of the deposit will be refunded by the City.
IB-19 NONDISCRIMINATION IN EMPLOYMENT
! Contracts for work under this bid will obligate the Contractor and subcontractors not to
discriminate in employment practices.
IB-20 PREVAILING WAGE LAW
The principal contractor and all subcontractors shall pay not less than the prevailing wage
hourly rate for each craft or type of workman required to execute this contract as determined
by the Department of Labor and Industrial Relations of Missouri, pursuant to Sections 290.210
through 290.340 inclusive of the Revised Statutes of Missouri, 1994 as amended. (See
' Determination included herewith.)
IB-21 GUARANTEE
The Contractor shall guarantee that the equipment, materials and workmanship furnished
under this contract will be as specified and will be free from defects for a period of one year
from the date of final acceptance. In addition,the equipment furnished by the Contractor shall
be guaranteed to be free from defects in design.
Within the guarantee period and upon notification of the Contractor by the City,the Contractor
' shall promptly make all needed adjustments, repairs or replacements arising out of defects
which, in the judgment of the City become necessary during such period.
The cost of all materials, parts, labor, transportation, supervision, special tools, and supplies
required for replacement of parts, repair of parts or correction of abnormalities shall be paid by
the Contractor or by his surety under the terms of.the Bond.
The Contractor also extends the terms of this guarantee to cover repaired parts and all
replacement parts furnished under the guarantee provisions for a period of one year from the
' date of installation thereof.
• If within ten days after the City gives the Contractor notice of defect, failure, or abnormality of
' the work, the Contractor neglects to make, or undertake with due diligence to make, the
necessary repairs or adjustments, the City is hereby authorized to make the repairs or
adjustments itself or order the work to be done by a third party,the costs of the work to be paid
by the Contractor.
In the event of an emergency where, in the judgment of the City delays would cause serious
loss or damage, repairs or adjustments may be made by the City or a third party chosen by the
City without giving notice to the Contractor, and the cost of the work shall be paid by the
Contractor or by his surety under the terms of the Bond.
' IB-22 NOTICE TO PROCEED
A written notice to begin construction work will be given to the Contractor by the City of
Jefferson within ten (10)days after the Contract is approved by the City Council. The time for
completion of the project shall begin to run on the date established in this notice.
' IB-23 WORK SCHEDULE
To insure that the work will proceed continuously through the succeeding operations to its
' completion with the least possible interference to traffic and inconvenience to the public, the
Contractor shall, at the request of the City, submit for approval a complete schedule of his
proposed construction procedure,stating the sequence in which various operations of work are
' to be performed.
IB-24 CONTRACT TIME
NThe contract time shall be 70 working days.
IB-25 LIQUIDATED DAMAGES
Liquidated damages shall be assessed at the rate of Five Hundred Dollars 500.00 r
4 9 ($ ) per
' calendar day until the work is complete,should the project not be completed within the contract
time.
IB-26 POWER OF ATTORNEY
' Attorneys-in-fact who sign bid bonds or contract bonds must file with each bond a certified and
effectively dated copy of their power of attorney.
IB-27 BID PACKET
' Each bid must be submitted on the prescribed forms and contain certain certifications and
documentation.
' Each bid must be submitted in a sealed envelope bearing on the outside the name of the
bidder, the bidder's address, and the name of the project for which the bid is being submitted.
If forwarded by mail, the sealed envelope containing the bid must be enclosed in another
envelope addressed as follows:
•
Purchasing Agent
City of Jefferson, MO
' 320 E. McCarty Street
Jefferson City, MO 65101
' For the convenience of bidding this project, a "BID PACKET" has been included with the
project manual. This packet contains the necessary forms to be submitted with the bid
proposal. The contents of this packet include the following:
' 1) BID FORM
2) BID BOND
' 3) ANTI-COLLUSION STATEMENT
4) CONTRACTOR'S AFFIDAVIT
5) MINORITY BUSINESS UTILIZATION AGREEMENT
END OF INFORMATION FOR BIDDERS
1
BID FORM
Name of
Bidder �i'j'!�f-rcJ E=10 -e elz;'Sex �G
Address of Bidder �� 6'OX /oDS ,�A._ !�p
' To: CITY OF JEFFERSON
320-East-McCarty Street
Jefferson City, Missouri 65101
THE UNDERSIGNED BIDDER, having examined the plans,specifications, regulations
of the Contract, Special Conditions, other proposed contract documents and all
' addenda thereto; and being acquainted with and fully understanding (a)the extent and
character of the work covered by this Bid;.(b)the location, arrangement, and specified
' requirements for the proposed work; (c) the location, character, and condition of
existing streets, roads, highways, railroads, pavements, surfacing, walks; driveways,
curbs, gutters, trees, sewers, utilities, drainage courses, structures, and other
' installations, both surface and underground which may affect or be affected .by the
proposed work; (d) the nature and extent of the excavations to be made and the type,
character, and general condition of materials .to be excavated; (e) the necessary
handling and rehandling of excavated materials;(f)the location and extent of necessary
or probable dewatering requirements; (g)the difficulties and hazards to the work which
might be caused. by storm and flood water; (h) local conditions relative to labor,
1 transportation, hauling,and rail delivery facilities;and(i)all other factors and conditions
affecting or which may be affected by the work.
' HEREBY PROPOSED to furnish all required materials,supplies, equipment,tools,and
plant; to perform all necessary labor and supervision; and to construct, install, erect,
and complete all work stipulated, required by, and in accordance with the proposed
contract documents and the drawings, specifications, and other documents referred to
therein (as altered, amended, or modified by addenda) in the manner and time
prescribed and that he will accept in full payment sums determined by applying to the
' quantities of the following items, the following unit prices and/or any lump sum
payments provided, plus or minus any special payments and adjustments provided in
the.specifications and he understands that the estimated quantities herein given are not
' guaranteed to be the exact or total quantities required for the completion of the work
shown on the drawings and described in the specifications,. and that increases or
decreases may be made over or under the Contract estimated quantities to provide for
' needs that are determined during progress of the work and that prices bid shall apply
to such increased or decreased quantities as follows:
Page 1 of 2
CITY OF JEFFERSON
ITEMIZED BID FORM (REVISED 2/2/07)
Leslie Blvd. Sidewalk, Stormwater, and Saintary Sewer
32086
ITEM DESCRIPTION UNIT APPROX. UNIT AMOUNT
NO. QUANTITY PRICE
1 CONSTRUCTION SIGNAGE /TRAFFIC
' CONTROL LS 1 ' $00�
IF
2 ROMOVALS LS 1 (Q0 Do 101000 pO—_
3 ROCK EXCAVATION CY 390 SS t! a 1, 4 s p 010
4 EARTHWORK LS 1 a 00- .Z(e-S00 °-
5 SUB-GRADE STABILIZATION Ton 10 as°° a TO °= _
6 SILT FENCE LF 50 oZ•SO 12S o0
7 SPRINKLER HEADS LS 1 300°= �� 366 4-
' 8 WATER METERS EA 8 (bpa+ gOD o0
9 GAS VALVE EA 1 oo ae ( p0 eo
10 B' x.3'TYPE A INLET EA . 1 i 4Sp 10 $5p
' 11 6'x 4'TYPE A INLET EA 1 ,a 45 �� tis-0 ao
12 6' x 5'TYPE A INLET EA 4 a� ?so=° -= 1 tyc o tot
13 6'x 4'TYPE C INLET EA 1 3
14 CONCRETE HEAD WALL(30" RCP TIE IN) EA 1 31000 3,ODO°—°
15 . 15" DIA. RCP CLASS III LF 220 :�^,00 70 ,76b°=
' 16 30" DIA RCP CLASS III LF 130 j, O 'a V
1
17 PIPE ABANADANMENT CY 4 S77,00 (oDd
' 18 ABANADANMENT OF JUNCTION BOX &
MANHOLE EA 2 -I S70.00 app mo
19 SS MANHOLE 4' DIA. -CONTRUCT UP TO 6' IN
'
DEPTH, EA 5 392.00°° 4,9000e_
20 SS MANHOLE 4' DIA. -CONTRUCT BEYOND TO
6' IN DEPTH VF 20 7S to it oe
21 CONVERT SS MANHOLE TO DROP MANHOLE EA 1 SOppO-
22 8" SDR 35 PIPING LF 495 2-7,(O7 (3�4 No-4 S
23 7" PCC PAVEMENT SY 236
' 40.Ob !jt# 0,OD
24 8" PCC STREET PATCH/ REPAIR SY 98 447,00 4 10,00
25 ASPHALT 1.5" SURFACE REPAIR Ton 85 g� 60
' 26 SIDEWALK 4" PCC SY 1,266 jc4•35 43, Y27.16
27 DRIVEWAY APPROACH 6" PCC SY 95 tM06 Y,560,00
' 28 DRIVEWAY 6" PCC SY 345 37.35 _1212699-75
• 29 3" THRICK ROLLED STONE BASE SY 441 10. 00
10.00
30 6" PCC MONOLITHIC CURB LF 30
' Page 2 of 2
ITEM DESCRIPTION UNIT APPROX. UNIT AMOUNT
NO. QUANTITY PRICE
31 ADA APPROVED RAMPS (6"THICK) SY 100 413,00 4, 8@p o0
' 32 DETECTABLE WARNINGS SF 102 30,00
33 HAND RAILING LF 30 915,06 �� BSa,od
' 34 CURB AND GUTTERING LF 1,783 �3,�p y(e 260,16
35 MODULAR BLOCKS SF 3,025 /g,TD j S I('2-sD
' 36 MODULAR CAP BLOCKS LF 836 31S'D .:?o9Z`.00
37 TOE WALL LF 5 o'tS,DO L.2s-GO
38 STRUCTURAL CONCRETE(WALL @ CULVERT) CY . 2 -A sb.DO S'06,60
' 39 TRENCH DRAIN DETAIL EA 2 SDO.00 1(500.00
40 EROSION BLANKET(SHORT LIFE) SY 50 �r 8S t ctz.SQ
1 41 HYDRO SEEDING AC 0.5 /0,000 U0 0.d0
42 ZOYSIA SOD SY 603 ' (018.00
' TOTAL BASE BID 3C�/�-7414. 0
ALTERNATE A-
43 30" DIA, RCP CLASS III LF 867 60*-°
44 CONCRETE HEAD WALL(30" RCP TIE IN) EA 1 0600-'
TOTAL ALTERNATE A 5S�b2o e6
ALTERNATE B-
45 36" DIA. ALUMINZED CSP LF 780 p �L,fSb6 QO
' 46 36" DIA. RCP CLASS III LF 87 (0570_
47 CONCRETE HEAD WALL(36" RCP TIE IN) EA 1 3,pip 0
TOTAL ALTERNATE B �S� S•6D
ALTERNATE C -
48 30" DIA HDPE LF 780 's75' ao ��,°J DD
' 49 30" DIA RCP CLASS III LF 87
50 CONCRETE HEAD WALL(30" RCP TIE IN) EA 1 615;b °=
TOTAL ALTERNATE C
ALTERNATE D-
51 SS DROP MH 4'DIA (REMOVE/CONSTRUCT) EA to `� g0b ab
' TOTAL ALTERNATE D Oj 0 0
' Signature of Bidder Date
•
' SUBCONTRACTORS
' If the Bidder intends to use any subcontractors in the course of the construction, he
shall list them.
TIME OF COMPLETION
' The Undersigned hereby agrees to complete the project within -70 working days,
subject to the stipulations of the regulations of the Contract and the Special Provisions.
It is understood and agreed that if this bid is accepted, the prices quoted above include
all applicable state taxes and that said taxes shall be paid by the Contractor.
' The undersign e d, as Bidder, hereby declares that the onl y p ersons or firms interested
in the bid as principal or principals is or are named herein and that no other persons or
firms than herein mentioned have any interest in this bid or in the Contract to be
entered into; and this bid is made without connection with any other person, company,
or parties making a bid; and that it is in all respects fair and in good faith, without
' collusion or fraud.
N The undersigned agrees that the accompanying bid deposit shall become the property
of the Owner,should he fail or refuse to execute the Contract or furnish Bond as called
for in the specifications within the time provided.
' if written notice of the acceptance of this bid is mailed, telegraphed, or delivered to the
undersigned within sixty (60) days after the date of opening of bids, or any time
' thereafter before this bid is withdrawn, the undersigned will, within ten (10) days after
the date of such mailing,telegraphing, or delivering of such notice, execute and deliver
a Contract in the form of Contract attached.
' The undersigned hereby designates as his office to which such notice of acceptance
may be.mailed, telegrapped, or delivere ,
100,5e,,k
It is understood and .agreed that this bid ay be withdrawn at any time prior to the
scheduled time for the opening of bids or any authorized postponement thereof.
1 Attached hereto is a Bid Bond for the sum of
($
Dollars (cashier's check), make payable to the City of Jefferson.
•
Signature of Bidder:
• If an individual, , doing business
LL� as
If a pip, =��''� �i�.c��.� ��5 GLG , member of firm.
by C
If corporation,
I by
Title
I SEAL
Business Address of Bidder
' If Bidder is a corporation, supply the following information:
' State in which incorporated
Name and.Address of-its:
President
Secretary
' Date
•
' Bond No. BID
• BID BOND
The American.Institute of Architects,
AIA Document No. A310(February, 1970 Edition)
' ENTERPRISES, 5 JEFFERSON
KNOW ALL MEN BY THESE PRESENTS,that we KAUFFMAN ENTERPRIS S, LC,PO BOX 60 , FF RSON
CITY MO 65102
as Principal hereinafter called the Principal,and CONTRACTORS BONDING A ND INSURANCE COMPANY
' a corporation duly organized under the laws of the state of WASHINGTON as Surety, hereinafter called the Surety,
are held and firmly bound unto CITY OF JEFFERSON,320 E.MCCARTY STREET,JEFFERSON CITY,MO 65101.
as Obligee,hereinafter called the Obligee, in the sum of FIVE PERCENT OF BID AMOUNT-----_-------_--------_-------
' Dollars ($------5%0------- ), for the payment of which sum well and truly to be made,the said Principal and the
said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly
by these presents.
WHEREAS, the Principal has submitted a bid for LESLIE BLVD,SIDEWALK, STORMWATER,AND SANITARY
SEWER PROJECT.
N
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract
with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the
bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for
the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the
Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference
not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the
Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation
' shall be null and void, otherwise to remain in full force and effect.
Signed and sealed this _ 6th day of February 2007
KAUFFMAN ENTERPRISES,LLC
' Witness Princi al (Seal)
Name/Title
' CONTRACTORS BONDING: ND n SINA a E COMPANY
(Seal)
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Witness By
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I ANTI-COLLUSION STATEMENT
•
STATE OF
COUNTY OF l 'e>ce )
I
being first
duly sworn, deposes and says that he is OX-0 Al" of
' TITLE OF PERSON SIGNING
' NAME OF BIDDER
that all statements made and facts set out in the bid for the above project are true and
' correct; and that the bidder (the person, firm, association, or corporation making said
bid)has not, either directly or indirectly, entered into any agreement, participated in any
collusion, .or otherwise taken any action in restraint of free competitive bidding in
' connection with such bid of any contract which result from its acceptance.
Affiant further certifies that bidder is not financially interested in, or financially affiliated
Nwith, any other bidder for the above project.
BY
' (BY)
1 Sworn to before me this day of , 200 .
GERALD OTTO HACKMANN,!!
'~
Notary Public—Notary Seal �-c 4
STATE OF MlssouRl NOTARY PUBLIC
' Cole County
My Commission Expires Sept. 12.2008
My commission expires:
1 1 -gyp-'
•
1
1
r
CONTRACTOR'S AFFIDAVIT
•
' This affidavit is hereby made a part of the Bid, and an executed copy thereof shall
accompany each Bid submitted.
1
STATE OF
) ss
-COUNTY--OF �— )
The undersigned, � � � '�'�'-J g _
of lawful age, being first duly swom states upon oath that he is
®w N epc of
' the contractor submitting the attached bid, that he knows of his own knowledge and
states it to be a fact that neither said bid nor the computation upon which it is based
include any amount of monies, estimate or allowance representing wages, moneys or
expenses, however designated, proposed to be paid to persons who are not required
to furnish material or actually perform services upon or as a part of the proposed
' project.
x/X
AFFI
1
Subscribed and swom to before me, a Notary Public, in and for the County and State
' aforesaid, this 6,7Y7 day of F-" , 20o7 GERALD OTTO CKMANN,II
C Notary Public�: t0 lry S e al NOTARY PUBLIC STATE OF SOURI
My Cummissu nI F" S,pt. I 2,2098
1
My Commission Expires: _
' MINORITY BUSINESS ENTERPRISE STATEMENT
' Contractors bidding n City contracts shall take the following affirmative steps to assure
9 Y 9 P
that small,women owned,and minority business are utilized when possible as sources
' of suppliers, services, and construction items.
' 1. Contractor's will submit the'names and other information if any, about their MBE
sub-contractors along with their bid submissions.
2. Sufficient and reasonable efforts will be made to use qualified MBE sub-
contractors when possible on City contracts.
' 3. Qualified small, women owned, and minority business will be included on
solicitation lists as sub-contractors for City supplies, services, and construction.
' 4. Qualified small, women owned, and minority business will be solicited
whenever they are potential sources.
'. 5. When economically feasible, Contractors will divide total requirements into
smaller tasks or quantities so as to permit maximum small, women owned, and
minority business participation.
N
6. Where the requirement permits, Contractor will establish delivery schedules
' which will encourage participation by small, women owned and minority
businesses.
' 7. Contractor will use the services and assistance of the Small Business
Administration, the Office of Minority Business Enterprise, and the Community
Services Administration.
' 8. Forms for determining Minority Business Enterprise eligibility may be obtained
from the Department of Public Works.
•
i
i MINORITY BUSINESS UTILIZATION AGREEMENT
iA. The bidder agrees to attempt to expend at least two (2) % of the contract, if
awarded,for Minority Business Enterprise (MBE). For purposes of this goal,the
iterm "Minority Business Enterprise" shall mean a business:
1. Which is at least 51 percent owned by one or more minorities or women,
ior, in the case of a publicly owned business, at least 51 percent of the
stock of which is owned by one or more minorities or women; and
i2. Whose management and daily business operations are controlled by one
or more such individuals.
i "Minority Group Member" or"Minority" means a person who is a citizen or lawful
permanent resident of the United States, and who is:
1. Black (a person having origins in any of the black racial groups of Africa);
' 2. Hispanic (a person of Spanish or Portuguese culture with origins in
Mexico, South or Central America, or the Caribbean Island, regardless of
race);
N3. Asian American (a person having origins in any of the original peoples of
the Far East, Southeast Asia, the Indian sub-continent, or the Pacific
' Islands);
4. American Indians and Alaskan Native (a person having origins in any of
' the original peoples of North America);
5. Member of other groups, or other individuals, found to be economically
and socially disadvantaged by the Small Business Administration under
i Section 8(a) of the Small Business Act, as amended [15 U.S.C. 637(a)].
i 6. A female person who requests to be considered as an MBE, and who
"owns" and "controls" a business as defined herein.
i Minority Business Enterprises may be employed as contractors,subcontractors,
or suppliers.
1
i
•
' B. The bidder must indicate the Minority Business Enterprise(s) proposed for
• utilization as part of this contract as follows:
Name and Addresses Nature of Dollar Value of
of Minority Firms Participation Participation
1
Total Bid Amount: Total:
' Percentage of Minority Enterprise Participation: %
' C. The bidder agrees to certify that the minority firm(s) engaged to provide
materials or services in the completion of this project: (a) is a bona fide Minority
Business Enterprise;and (b)has executed a binding contract to provide specific
materials or services for a specific dollar amount.
A roster of bona fide Minority Business Enterprise firms will be furnished by the
NCity of Jefferson. The bidder will provide written notice to the Liaison Officer of .
the City of Jefferson indicating the Minority Business Enterprise(s) it intends to
use in conjunction with this contract. This written notice is due five days after
notification to the lowest bidder.
Certification that the Minority Business Enterprise(s) has executed a binding
' contract with the bidder for materials or services should be provided to the MBE
Coordinator at the time the bidder's contract is submitted to the MBE
Coordinator.
D. The undersigned hereby certified that he or she has read the terms of this
agreement and is authorized to bind the bidder to the agreement herein set
forth.
' NAME OF AUTHORIZED OFFICER
DATE
SIGNATURE OF AUTHORIZED OFFICER
•
1
' AFFIDAVIT
' COMPLIANCE WITH PREVAILING
' WAGE LAW
Before me, the undersigned Notary Public, in and for the County of ,
' State of , personally came and appeared
NAME POSITION
of the
' NAME OF COMPANY
(A corporation)(a partnership) (a proprietorship)and after being duly sworn did depose
and say that all provisions and requirements set out in Chapter 290, Section 290.210
' through and including 290.340, Missouri Revised Statutes, pertaining to the payment
of wages to workmen employed on public works projects have been fully satisfied and
' there has been no exception to the full and complete compliance with said provisions
and requirements and with Annual Wage Order No. 13, Section 026, Cole County
in carrying out the contract and work in connection with Project No. 32086, Leslie
Sidewalk, Stormwater, and Sanitary Sewer Project located at Jefferson City in
N _
Cole County, Missouri, and completed on the day of , 20
' SIGNATURE
' Subscribed and sworn to me this day of , 20
' NOTARY PUBLIC
' My commission expires:
' STATE OF MISSOURI )
ss
COUNTY OF )
•
1
• Missouri
Division of Labor Standards
1
WAGE AND HOUR SECTION .
ofTHP
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. � ��PUU Sllv0.N'r o�
1 �y MocccxX �
' MATT BLUNT, Governor
Annual Wage Order No. 13
Section 026
1 COLE COUNTY
In accordance with Section 290.262 RSMo 2000, within thirty (30) days after a certified copy of this
1 Annual Wage Order has been filed �th the Secretary of State as indicated below, any person who may
be affected by this Annual Wage Order may object by filing an objection in triplicate with the Labor and
Industrial Relations Commission, P.O. Box 599, Jefferson City, MO 65102-0599. Such objections must
' set forth in writing the specific grounds of objection. Each objection shall certify that a copy has been
furnished to the Division of Labor Standards, P.O. Box 449, Jefferson City, MO 65102-0449 pursuant to
8 CSR 20-5.010(1). A certified copy of the Annual Wage Order has been filed with the Secretary of
' State of Missouri.
Original Signed by
Allen E. Dillingham, Director
Division of Labor Standards
1 This Is A True And Accurate Coy Which Was Filed With The Secretary of State: March 10 2006
Copy y
Last Date Objections May Be Filed: April 10,2006
• Prepared by Missouri Department of Labor and Industrial Relations
1
1
Building Construction Rates for REPLACEMENT PAGE Section 026 '
COLE County •
"Effective Basic Over- '
OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits
Increase Rates Schedule Schedule
Asbestos Worker 10/06 $26.44 55 60 $13.66 '
Boilermaker 9/06 $28.49 57 7 $18.62
Bricklayers-Stone Mason $25.39 59 1 7 $10.12
Carpenter $21.13 60 15 $9.58
Cement Mason $20.99 9 3 $9.31 '
Electrician Inside reman $26.32 28 7
Wi $10.50+ 13%
Communication Technician USE ELECTRICIAN INSIDE WIREMAN RATE
Elevator Constructor a $35.815 26 54 $14.554
Operating Engineer I ,
-Group 1 5/06 $24.62 86 66 $15.40
-Group II 5/06 $24.62 86 66 $15.40
-Group III 5/06 $23.37 86 66 $15.40 '
Group III-A 5/06 $24.62 86 66 $15.40
Group IV 5/06 $22.39 86 66 $15.40
Group V 5/06 $25.32 86 66 $15.40
Pipe Fitter 7/06 b $31.00 91 69 $17.93 '
Glazier $15.00 FED $1.42
Laborer(Building):
General $17.87 110 7 $8.43
First Semi-Skilled $19.87 110 7 $8.43 '
Second Semi-Skilled $18.87 1 110 7 $8.43
Lather IUSE CARPENTER RATE
Linoleum Layer&Cutter USE CARPENTER RATE
Marble Mason $25.39 59 7 $10.12
Millwright $22.13 60 15 $9.58
Iron Worker 8/06 $23.72 11 8 $15.02
Painter $20.05 18 7 $6.92 '
Plasterer $20.01 94 5 $9.10
Plumber $21.50 FED $3.20
Pile Driver $22.13 60 15 $9.58 '
Roofer 10/06 $25.25 12 4 $9.84
Sheet Metal Worker 7/06 $25.55 40 23 $11.18
Sprinkler Fitter $15.25 FED $2.37
Terrazzo Worker 1 $25.39 59 1 7 $10.12 '
Tile Setter $25.39 59 7 $10.12
Truck Driver-Teamster
-Group 1 $20.50 101 5 $7.50
-Group II $21.20 101 5 $7.50 '
-Group III $20.90 101 5 $7.50
Group IV $21.20 101 5 1 $7.50
Traffic Control Service Driver '
Welders-Acetylene& Electric
Fringe Benefit Percentage is of the Basic Hourly Rate
Attention Workers: If you are not being paid the appropriate wage rate and fringe benefits contact the Division ,
of Labor Standards at(573)751-3403.
"Annual Incremental Increase •
'SEE FOOTNOTE PAGE ANNUAL WAGE ORDER NO. 13 10/06 '
' Building Construction Rates for REPLACEMENT PAGE Section 026
• COLE County Footnotes
' Effective Basic Over-
OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits
Increase Rates Schedule Schedule
Welders receive rate prescribed for the occupational title performing operation to which welding is incidental.
Use Building Construction Rates on Building(s)and All Immediate Attachments.Use Heavy Construction
' rates for remainder of project. For the occupational titles not listed in Heavy Construction Sheets,use Rates shown
on Building Construction Rate Sheet.
a-Vacation: Employees over 5 years-8%; Employees under 5 years-6%
' 'b- All work over$3.5 Million Total Mechanical Contract-$31:00,Fringes-$17.93
All work under$3.5 Million Total Mechanical Contract-$29.66,Fringes-$13.83
1
•
' 'Annual Incremental Increase ANNUAL WAGE ORDER NO.13 7/06
COLE COUNTY OVERTIME SCHEDULE ,
BUILDING CONSTRUCTION •
FED: Minimum requirement per Fair Labor Standards Act means time and one-half(1 %z)shall be paid for all work in excess
of forty(40)hours per work week. '
NO.9: Means the regular workday starting time of 8:00 a.m.(and resulting quitting time of 4:30 p.m.)may be moved forward to
6:00 a.m. or delayed one hour to 9:00 a.m. All work performed in excess of the regular work day and on Saturday shall be ,
compensated at one and one-half(1'/2) times the regular pay. In the event time is lost during the work week due to weather
conditions,the Employer may schedule work on the following Saturday at straight time. All work accomplished on Sunday and
holidays shall be compensated for at double the regular rate of wages. The work week shall be Monday through Friday,except for
midweek holidays. '
NO. 11: Means eight(8)hours shall constitute a day's work,with the starting time to be established between 6:00 a.m.and 8:00
a.m.from Monday to Friday. Time and one-half(1%2)shall be paid for first two(2)hours of overtime Monday through Friday and
the first eight(8) hours on Saturday. All other overtime hours Monday through Saturday shall be paid at double (2)time rate. '
Double(2)time shall be paid for all time on Sunday and recognized holidays or the days observed in lieu of these holidays.
NO. 12: Means the work week shall commence on Monday at 12:01 a.m. and shall continue through the following Friday, '
inclusive of each week. All work performed by employees anywhere in excess of forty(40)hours in one(1)work week,shall be
paid for at the rate of one and one-half(V/2)times the regular hourly wage scale. All work performed within the regular working
hours which shall consist of a ten(10)hour work day except in emergency situations. Overtime work and Saturday work shall be
paid at one and one-half(1%)times the regular hourly rate. Work on recognized holidays and Sundays shall be paid at two(2)
times the regular hourly rate.
NO. 18: Means the regular work day shall be eight(8)hours. Working hours are from six(6)hours before Noon(12:00)to six
(6)hours after Noon(12:00). The regular work week shall be forty(40) hours,beginning between 6:00 a.m.and 12:00 Noon on ,
Monday and ending between 1:00 p.m. and 6:00 p.m. on Friday. Saturday will be paid at time and one-half(1'/z). Sunday and
Holidays shall be paid at double(2)time. Saturday can be a make-up day if the weather has forced a day off,but only in the week
of the day being lost. Any time before six (6) hours before Noon or six (6) hours after Noon will be paid at time and one-half
NO. 26: Means that the regular working day shall consist of eight(8) hours worked between 6:00 a.m.,and 5:00 p.m., five(5)
days per week, Monday to Friday,inclusive.Hours of work at each jobsite shall be those established by the general contractor and ,
worked by the majority of trades. (The above working hours may be changed by mutual agreement). Work performed on
Construction Work on Saturdays, Sundays and before and after the regular working day on Monday to Friday, inclusive,shall be
classified as overtime,and paid for at double(2)the rate of single time. The employer may establish hours worked on a jobsite for
a four(4)ten(10)hour day work week at straight time pay for construction work;the regular working day shall consist of ten(10) '
hours worked consecutively,between 6:00 a.m.and 6:00 p.m.,four(4)days per week,Monday to Thursday,inclusive. Any work
performed on Friday,Saturday,Sunday and holidays,and before and after the regular working day on Monday to Thursday where
a four(4)ten(10) hour day workweek has been established,will be paid at two times(2)the single time rate of pay. The rate of '
pay for all work performed on holidays shall be at two times(2)the single time rate of pay.
ANNUAL WAGE ORDER NO. 13 ,
A W 11116 OT.doc Pagel of 5 Pages
' COLE COUNTY OVERTIME SCHEDULE
BUILDING CONSTRUCTION
NO. 28: Means a regular workday shall consist of eight(8) hours between 7:00 a.m. and 5:30 p.m., with at least a thirty (30)
minute period to be taken for lunch. Five(5)days a week, Monday through Friday inclusive,shall constitute a work week. The
Employer has the option for a workday/workweek of four(4)ten(10)hour days(4-10's)provided:
' The project must be for a minimum of four(4)consecutive days.
-Starting time may be within one(1)hour either side of 8:00 a.m.
-Work week must begin on.either a Monday or Tuesday: If a holiday falls within that week it shall be a consecutive
work day. (Alternate: If a holiday falls in the middle of a week, then the regular eight (8) hour schedule may be
' implemented).
-Any time worked in excess of any ten(10)hour work day(in a 4-10 hour work week)shall be at the appropriate
overtime rate.
' All work outside of the regular working hours as provided,Monday through Saturday,shall be paid at one&one-half(V/2)times
the employee's regular rate of pay. All work performed from 12:00 a.m.Sunday through 8:00 a.m. Monday and recognized
holidays shall be paid at double(2)the straight time hourly rate of pay. Should employees work in excess of twelve(12)
' consecutive hours they shall be paid double time(2X)for all time after twelve(12)hours. Shift work performed between the
hours of 4:30 p.m.and 12:30 a.m.(second shift)shall receive eight(8)hours pay at the regular hourly rate of pay plus ten(10%)
percent for seven and one-half(71/2)hours work. Shift work performed between the hours of 12:30 a.m.and 8:00 a.m.(third shift)
shall receive eight(8)hours pay at the regular hourly rate of pay plus fifteen(15%)percent for seven(7)hours work. A lunch.
' period of thirty(30)minutes shall be allowed on each shift. All overtime work required after the completion of a regular shift shall
be paid at one and one-half(1/2)times the shift hourly rate.
NO.40: Means the regular working week shall consist of five(5)consecutive(8)hour days'labor on the job beginning with
' Monday and ending with Friday of each week. Four(4) 10-hour days may constitute the regular workweek. The regular working
day shall consist of eight(8)hours labor on the job beginning as early as 7:00 a.m.and ending as late as 5:30 p.m. All full or part
time labor performed during such hours shall be recognized as regular working hours and paid for at the regular hourly rate. All
hours worked on Saturday and all hours worked in excess of eight(8)hours but not more than twelve(12)hours during the regular
working week shall be paid for at time and one-half(1'/z)the regular hourly rate. All hours worked on Sundays and holidays
and all hours worked in excess of twelve(12)hours during the regular working day shall be paid at two(2)times the regular
hourly rate. In the event of rain,snow,cold or excessively windy weather on a regular working day;.Saturday may be
' designated as a"make-up"day. Saturday may also be designated as a"make-up"day,for an employee who has missed a day
of work for personal or other reasons. Pay for"make-up"days shall be at regular rates.
' NO. 55: Means the regular work day shall be eight(8)hours between 6:00 a.m. and 4:30 p.m. The first two(2)hours of work
performed in excess of the eight(8) hour work day, Monday through Friday,and the first ten (10) hours of work on Saturday,
shall be paid at one&one-half(i/z)times the straight time rate. All work performed on Sunday;observed holidays and in excess
of ten(10)hours a day,Monday through Saturday,shall be paid at double(2)the straight time rate.
NO.57: Means eight(8)hours per day shall constitute a day's work and forty(40)hours per week,Monday through Friday,shall
constitute a week's work. The regular starting time shall be 8:00 a.m. The above may be changed by mutual consent of
authorized personnel. When circumstances warrant,the Employer may change the regular workweek to four(4)ten-hour days at
' the regular time rate of pay. It being understood that all other pertinent information must be adjusted accordingly. All time
worked before and after the established workday of eight(8)hours, Monday through Friday,all time worked on Saturday,shall be
paid at the rate of time and one-half(1'/z) except in cases where work is part of an employee's regular Friday shift. All time
worked on Sunday and recognized holidays shall be paid at the double(2)time rate of pay.
1 .
•
ANNUAL WAGE ORDER NO. 13
A W 11116 OT.doc Page 2 of 5 Pages
COLE COUNTY OVERTIME SCHEDULE ,
BUILDING CONSTRUCTION •
NO.59: Means that except as herein provided,eight(8)hours a day shall constitute a standard work day,and forty(40)hours per '
week shall constitute a week's work. All time worked outside of the standard eight(8) hour work day and on Saturday shall be
classified as overtime and paid the rate of time and one-half(1'/2). All time worked on Sunday and holidays shall be classified as
overtime and paid at the rate of double(2)time. The Employer has the option of working either five(5)eight hour days or four
(4) ten hour days to constitute a normal forty (40) hour work week. When the four (4) ten-hour work week is in effect, the '
standard work day shall be consecutive ten(10) hour periods between the hours of 6:30 a.m.and 6:30 p.m. Forty(40)hours per
week shall constitute a weeks work,Monday through Thursday,inclusive. In the event the job is down for any reason beyond the
Employer's control,then Friday and/or Saturday'may,at the option of the Employer,be worked as a make-up day;straight time not
to exceed ten (10) hours or forty (40)hours per week. When the five day(8) hour work week is in effect, forty (40) hours per '
week shall constitute a week's work, Monday through Friday, inclusive. In the event the job is down for any reason beyond the
Employer's control, then Saturday may, at the option of the Employer, be worked as a make-up day; straight time not to exceed
eight(8)hours or forty(40)hours per week. The regular starting time(and resulting quitting time)may be moved to 6:00 a.m.or ,
delayed to 9:00 a.m. Make-up days shall not be utilized for days lost due to holidays.
NO.60: Means the Employer shall have the option of working five 8-hour days or four 10-hour days Monday through Friday. If
an Employer elects to work five 8-hour days during any work week,hours worked more than eight(8) per day or forty(40)per '
week shall be paid at time and one-half(1%) the hourly wage rate plus fringe benefits Monday through Friday. SATURDAY
MAKE-UP DAY: If an Employer is prevented from working forty (40) hours, Monday through Friday, or any part thereof by
reason of inclement weather(rain or mud),Saturday or any part thereof may be worked as a make-up day at the straight time rate.
It is agreed by the parties that the make-up day is not to be used to make up time lost due to recognized holidays. If an Employer ,
elects to work four 10-hour days,between the hours of 6:30 a.m.and 6:30 p.m. in any week,work performed more than ten(10)
hours per day or forty (40) hours per week shall be paid at time and one half(1'/z) the hourly wage rate plus fringe benefits
Monday through Friday. If an Employer is working 10-hour days and loses a day due to inclement weather, the Employer may '
work ten(10)hours on Friday at straight time. Friday must be scheduled for no more than ten(10)hours at the straight time rate,
but all hours worked over the forty(40)hours Monday through Friday will be paid at time and one-half(1%2)the hourly wage rate
plus fringe benefits. All Millwright work performed in excess of the regular work day and on Saturday shall be compensated for
at time and one-half (1%2)the regular Millwright hourly wage rate plus fringe benefits. The regular work day starting of 8:00 a.m.
(and resulting quitting time of 4:30 p.m.) may be moved forward to 6:00 a.m. or delayed one (1) hour to 9:00 a.m. All work
accomplished on Sundays and recognized holidays,or days observed as recognized holidays,shall be compensated for at double
(2) the regular hourly rate of wages plus fringe benefits. NOTE: All overtime is computed on the hourly wage rate plus an
amount equal to the fringe benefits. ,
NO.65: Means Monday through Sunday shall constitute the work week. Regular starting time shall be 8:00 a.m.,with one half
hour for lunch between three and one-half(3'/2)and five(5) hours after starting time. The starting time may be advanced by two '
(2)hours or delayed one(1)hour by the employer from the regular starting time. All work performed before the advanced starting
time and during the half hour lunch shall be paid at the overtime rate of time and one-half(1%). Work performed outside these
hours shall be paid at the overtime rate of time and one-half(1%z), except as provided otherwise below. All work performed on
Sundays or recognized holidays shall be paid at the double (2) time rate. When the start time is delayed past 9:00 a.m., the '
employee's pay shall start at 9:00 a.m. and all time,after the normal quitting time(5:30 p.m.), shall be paid at the overtime rate.
Eight (8) hours shall constitute the work day. All work performed prior to or after the regular eight (8) hour work day, as
described above,and all work performed on Saturday shall be paid at time and one-half(1%2)the regular rate. In the event that a
scheduled eight(8)hour work day is missed(not including recognized holidays) because of inclement weather,then that missed ,
work day may be made up at straight time on the following Saturday. It is recognized that not all employees working on a
Saturday make-up day will have worked the same number of hours during the regular work week. It is further recognized that any
work after forty(40)hours must be paid at time and one-half(I%). The employer may establish a4-10's schedule on projects(4
days with 10 hours per day at straight time). In order to use the 4-10's schedule, the employer must schedule the 4-10's for a '
minimum of one(])week. If using a 4-10's schedule,a Friday make-up day is allowed.
•
ANNUAL WAGE ORDER NO. 13
AW 13 026 OT.doc Page 3 of 5 Pages '
' COLE COUNTY OVERTIME SCHEDULE
BUILDING CONSTRUCTION
• NO.86: Means the regular work week shall consist of five(5)days,Monday through Friday,beginning at 8:00 a.m.and ending at
' 4:30 p.m. The regular work day beginning time may be advanced one or two hours or delayed by one hour. However, the
Employer may have the option to schedule his work week from Monday through Thursday at ten(10)hours per day at the straight
time rate of pay with all hours in excess of ten (10) hours in any one day to be at the applicable overtime rate. If the Employer
elects to work from Monday through Thursday and is stopped due to circumstances beyond his control, inclement weather or
' holiday, he shall have the option to work Friday at the straight time rate of pay to complete his forty(40)hours. If an employee
declines to work Friday as a make-up day, he shall not be penalized. All overtime work performed on Monday through Saturday
shall be paid at time and one-half(1'/2)of the hourly rate plus an amount equal to one-half('/z)of the hourly Total Indicated Fringe
Benefits. All work performed on Sundays and recognized holidays shall be paid at double(2)the hourly rate plus an amount
equal to the hourly Total Indicated Fringe Benefits.
NO.9l: Means eight(8)hours shall constitute a day's work commencing at 8:00 a.m.and ending at 4:30 p.m.,allowing one-half
' (%z)hour for lunch. The option exists for the Employer to use a flexible starting time between the hours of 6:00 a.m.and 9:00 a.m.
The regular workweek shall consist of forty(40)hours of five(5)workdays, Monday through Friday. The workweek may consist
of four(4)ten(10)hour days from Monday through Thursday,with Friday as a make-up day. If the make-up day is a holiday,the
' employee shall be paid at the double(2)time rate. The employees shall be paid time and one-half(1%)for work performed before
the regular starting time or after the regular quitting time or over eight(8) hours per work day (unless working a 10-hour work
day,then time and one-half(1%z) is paid for work performed over ten (10)hours a day)or over forty (40)hours per work week.
Work performed on Saturdays,Sundays and recognized holidays shall be paid at the double(2)time rate of pay.
' NO.94: Means eight(8)hours shall constitute a days work between the hours of 8:00 a.m. and 5:00 p.m. The regular workday
starting time of 8:00 a.m.(and resulting quitting time of 4:30 p.m.)may be moved forward to 6:00 a.m.or delayed one(1)hour to
9:00 a.m. All work performed in excess of the regular work day and on Saturday shall be compensated at one and one-half(1%z)
' times the regular pay. In the event time is lost during the work week due to weather conditions,the Employer may schedule work
on the following Saturday at straight time. All work accomplished on Sunday and holidays shall be compensated at double the
regular rate of wages.
NNO. 101: Means that except as provided below,eight(8)hours a day shall constitute a standard work day,and forty(40)hours per
week shall constitute a week's work,which shall begin on Monday and end on Friday. All time worked outside of the standard work
day and on Saturday shall be classified as overtime and paid the rate of time and one-half(1'/2)(except as herein provided). All time
worked on Sunday and recognized holidays shall be classified as overtime and paid at the rate of double (2) time. The regular
starting time of 8:00 a.m.(and resulting quitting time of 4:30 p.m.)may be moved forward to 6:00 a.m.or delayed one(1)hour to
9:00 a.m. The Employer has the option of working either five(5)eight-hour days or four(4)ten-hour days to constitute a normal
forty (40) hour work week. When a four(4)ten-hour day work week is in effect,the standard work day shall be consecutive ten
' (10)hour periods between the hours of 6:30 a.m.and 6:30 p.m. Forty(40) hours per week shall constitute a week's work Monday
through Thursday,inclusive. in the event the job is down for any reason beyond the Employer's control,then Friday and/or Saturday
may; at the option of the Employer, be worked as a make-up day; straight time not to exceed ten(10) hours per day or forty (40)
hours per week. Starting time will be designated by the employer. When the five(5)day eight(8)hour work week is in effect,forty
(40)hours per week shall constitute a week's work, Monday through Friday,inclusive. In the event the job is down for any reason
beyond the Employer's control,then Saturday may,at the option of the Employer,be worked as a make-up day;straight time not to
exceed eight(8)hours per day or forty(40)hours per week. Make-up days shall not be utilized for days lost due to holidays.
r
•
' ANNUAL WAGE ORDER NO. 13
AW 13 016 ur.doc Page 4 of 5 Pages
COLE COUNTY OVERTIME SCHEDULE '
BUILDING CONSTRUCTION •
NO. 110: Means eight(8)hours between the hours of 8:00 a.m.and 4:30 p.m.shall constitute a work day. The starting time may 1
be advanced one(1)or two(2)hours. Employees shall have a lunch period of thirty(30)minutes. The Employer may provide a
lunch period of one(1) hour, and in that event,the workday shall commence at 8:00 a.m. and end at 5:00 p.m. The workweek
shall commence at 8:00 a.m. on Monday and shall end at 4:30 p.m. on Friday (or 5:00 p.m. on Friday if the Employer grants a
lunch period of one(1) hour), or as adjusted by starting time change as stated above. All work performed before 8:00 a.m. and 1
after 4:30 p.m.(or 5:00 p.m.where one(1)hour lunch is granted for lunch)or as adjusted by starting time change as stated above
or on Saturday,except as herein provided,shall be compensated at one and one-half(1%)times the regular hourly rate of pay for
the work performed. All work performed on Sunday and on recognized holidays shall be compensated at double(2)the regular
hourly rate of pay for the work performed. If an Employer is prevented from working forty(40)hours,Monday through Friday,or 1
any part thereof by reason of inclement weather(rain and mud),Saturday or any part thereof may be worked as a make-up day at
the straight time rate. The Employer shall have the option of working five eight(8)hour days or four ten(10)hour days Monday
through Friday. If an Employer elects to work five(5)eight(8)hour days during any work week,hours worked more than eight
(8) per day or forty (40) hours per week shall be paid at time and one-half(I%2)the hourly rate Monday through Friday. If an 1
Employer elects to work four(4)ten(10)hour days in any week,work performed more than ten(10)hours per day or forty(40)
hours per week shall be paid at time and one-half(1%)the hourly rate Monday through Friday. If an Employer is working ten(10)
hour days and loses a day due to inclement weather, they may work ten (10) hours Friday at straight time. Friday must be ,
scheduled for at least eight(8)hours and no more than ten(10) hours at the straight time rate,but all hours worked over the forty
(40)hours Monday through Friday will be paid at time and one-half(1'/z)overtime rate.
1 '
1
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1
1
1
1
1
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•
1
ANNUAL WAGE ORDER NO. 13 1
AW 13 026 OT.doc Page 5 of 5 Pages
1
' COLE COUNTY
• HOLIDAY SCHEDULE—BUILDING CONSTRUCTION
NO.3: All work done on New Year's Day,Decoration Day,July 4th,Labor Day,Veteran's Day,Thanksgiving Day and
t Christmas Day shall be paid at the double time rate of pay. Whenever any such holidays fall on a Sunday,the following
Monday shall be observed as a holiday.
NO.4: All work done on New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving and Christmas Day
' shall be paid at the double time rate of pay. If any of the above holidays fall on Sunday,Monday will be observed as the
recognized holiday. If any of the above holidays fall on Saturday,Friday will be observed as the recognized holiday.
' NO.5: All work that shall be done on New Year's Day,Memorial Day,Fourth of July,Labor Day,Veteran's Day,
Thanksgiving Day,and Christmas Day shall be paid at the double(2)time rate of pay.
NO.7: All work done on New Year's Day',Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving Day,
' and Christmas Day shall be paid at the double time rate of pay. If a holiday falls on a Sunday,it shall be observed on the
Monday following. If a holiday falls on a Saturday,it shall be observed on the preceding Friday.
NO*8: All work performed on New Year's.Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving
Day,and Christmas Day,or the days observed in lieu of these holidays,shall be paid at the double time rate of pay.
NO..15tAll work accomplished on tlietecognized holidays of New Year's Day,Decoration Day(Memorial Day),Independence
Day Fourth of July),Labor Day,VeiWs-Day,Thanksgiving Day and Christmas Day,or days observed as these named
' holidays,shall be compensated for at double(2)the regular hourly rate of wages plus fringe benefits. If a holiday falls on
Saturday,it shall be observed on the preceding Friday. If a holiday falls on a Sunday,it shall be observed on the following
Monday. No work shall be performed on Labor Day,Christmas Day,Decoration Day or Independence Day except to preserve
' life or property.
NO.23:All work done on New Year's Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving Day,
Christmas Day and Sundays shall be recognized holidays and shall be paid at the double time rate of pay. When a holiday falls
on Sunday,the following Monday shall be considered a holiday.
NO.54:All work performed on New Year's Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving
Day,the Friday after Thanksgiving Day,and Christmas Day shall be paid at the double(2)time rate of pay. When a holiday
falls on Saturday,it shall be observed on Friday. When a holiday falls on Sunday,it shall be observed on Monday.
NO.60: All work performed on New Year's Day,Armistice Day(Veteran's Day),Decoration Day(Memorial Day),
' Independence Day(Fourth of July),Thanksgiving Day and Christmas Day shall be paid at the double time rate of pay. No
work shall be performed on Labor Day except when triple(3)time is paid. When a holiday falls on Saturday,Friday will be
observed as the holiday. When a holiday falls on Sunday,the following Monday shall be observed as the holiday.
NO.66: All work performed on Sundays and the following recognized holidays,or the days observed as such,of New Year's
Day,Decoration Day,Fourth of July,Labor Day,Veteran's Day,Thanksgiving Day and Christmas Day,shall be paid at double
(2)the hourly rate plus an amount equal to the hourly Total Indicated Fringe Benefits. Whenever any such holidays fall on a
Sunday,the following Monday shall be observed as a holiday.
NO.69: All work performed on New Year's Day,Decoration Day,July Fourth,Labor Day,Veteran's Day,Thanksgiving Day
or Christmas Day shall be compensated at double(2)their straight-time hourly rate of pay. Friday after Thanksgiving and the
day before Christmas will also be holidays,but if the employer chooses to work these days,the employee will be paid at straight
-time rate of pay. If a holiday falls on a Sunday in a particular year,the holiday will be observed on the following Monday.
•
' ANNUAL WAGE ORDER NO. 13
AWO13 026 BFlol.doc Pagel of 1 Pages
Heavy Construction Rates for REPLACEMENT PAGE Section 026 ,
COLE County •
*Effective Basic Over- '
OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits
Increase Rates Schedule Schedule
CARPENTER ,
Journeymen 5/06 $26.18 7 16 $9.49
Millwright 5/06 $26.18 7 16 $9.49 '
Pile Driver Worker 5/06 $26.18 7 16 $9.49
OPERATING ENGINEER
Group 1 5/06 $23.70 21 5 $15.31
Group II 5/06 $23.35 21 5 $15.31
Group III 5/06 $23.15 21 5 $15.31
Group IV 5/06 $19.50 21 5 $15.31
Oiler-Driver 5/06 $19.50 21 5 $15.31 ,
LABORER '
General Laborer 5/06 $22.52 2 4 $8.13 N
Skilled Laborer 5/06 $23.12 2 4 $8.13
TRUCK DRIVER-TEAMSTER
Group 1 5/06 $24.27 22 19 $8.00
Group II 5/06 $24.43 22 19 $8.00 '
Group III 5/06 $24.42 22 19 $8.00
Group IV 5/06 1 $24.54 1 22 1 19 1 $8.00
1
For the occupational titles not listed on the Heavy Construction Rate Sheet, use Rates shown on the
Building Construction Rate Sheet.
*Annual Incremental Increase ANNUAL WAGE ORDER NO. 13 7/06 •
1
' COLE COUNTY
• OVERTIME SCHEDULE—HEAVY CONSTRUCTION
'
NO.2:-Means a regular workweek shall be forty(40) hours and will start on Monday and end
on Friday. The regular work day shall be either eight(8)or ten (10) hours. If a crew is
prevented from working forty (40) hours Monday through Friday, or any part thereof, by reason
of inclement weather, Saturday or any part thereof may be worked as a make-up day at the
' straight time rate. Employees who are part of a regular crew on a make-up day, notwithstanding
the fact that they may not have been employed the entire week, shall work Saturday at the
straight time rate. A workday shift is to begin at the option of the Employer, between 6:00 a:m.
' and not later than 9:00 a.m. However, the project starting time maybe advanced or delayed if
required. If workmen are required to work the enumerated holidays or days observed as such or
Sundays,they shall receive double (2)the regular rate of pay for such work.
1 NO. 7.: Means the regular work week shall start on Monday and end on Friday, except where the
Employer elects to work Monday through Thursday, ten (10) hours per day. All work over ten
(10) hours in a day or forty (40) hours in a week shall be at the overtime rate of one and one-half
(1'/z)times the regular hourly rate. The regular work day shall be either eight(8) or ten (10)
hours. If a job can't work forty (40) hours Monday through Friday because of inclement weather
' or other conditions beyond the control of the Employer, Friday or Saturday may be worked as a
make-up day at straight time(if working 4-10's). Saturday may be worked as a make-up day at
straight time(if working 5-8's). Make-up days shall not be utilized for days lost from holidays.
' Except as worked as a make-up day,time on Saturday shall be worked at and one-half(1'/2)
times the regular rate. Work performed on Sunday shall be paid at two(2)times the regular rate.
Work performed on recognized holidays or days observed as such, shall also be paid at the
double(2)time rate of pay.
N
NO.21: Means the regular workday for which employees shall be compensated at straight time
hourly rate of pay shall, unless otherwise provided for, begin at 8:00 a.m. and end at 4:30 p.m.
However,the project starting time may be advanced or delayed at the discretion of the Employer.
At the discretion of the Employer, when working a five (5) day eight(8) hour schedule, Saturday
may be used for a make-up day. If an Employer is prohibited from working on a holiday,that
employer may work the following Saturday at the straight time rate. However,the Employer
may have the option to schedule his work from Monday through Thursday at ten (10)hours per
y day at the straight time rate of pay with all hours in excess of ten (10) hours in any one day to be
' paid at the applicable overtime rate. If the Employer elects to work from Monday through
Thursday and is stopped due to circumstances beyond his control, he shall have the option to
work Friday or Saturday at the straight time rate of pay to complete his forty (40)hours. If an
' Employer is prohibited from working on a holiday,that Employer may work the following
Friday or Saturday at the straight time rate. Overtime will be at one and one-half(1'/2)times the
regular rate. If workmen are required to work the enumerated holidays or days observed as such,
' or Sundays, they shall receive double (2)the regular rate of pay for such work.
NO. 22: Means a regular work week of forty (40) hours will start on Monday and end on Friday.
' The regular work day shall be either eight (8) or ten (10) hours. If a crew is prevented from
working forty (40) hours Monday through Friday, or any part thereof by reason of inclement
weather, Saturday or any part thereof may be worked as a make-up day at the straight time rate.
' Employees who are part of a regular crew on a make-up day, notwithstanding the fact that they
may not have been employed the entire week, shall work Saturday at the straight time rate. For
• all time worked on recognized holidays, or days observed as such, double(2)time shall be paid.
' ANNUAL WAGE ORDER NO. 13
AW013 026 HOT.doc Page 1 of I Pages
1
COLE COUNTY '
HOLIDAY SCHEDULE—HEAVY CONSTRUCTION •
NO. 4: All work performed on New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Christmas Day, or days observed as such, shall be paid at the double time rate of pay. When a holiday ,
falls on a Sunday, Monday shall be observed.
NO. 5: The following days are recognized as holidays:New Year's Day,Memorial Day, Fourth of July, Labor '
Day, Thanksgiving Day and Christmas Day. If a holiday falls on a Sunday, it shall be observed on the
following Monday. If a holiday falls on a Saturday, it shall be observed on the preceding Friday.No work shall
be performed on Labor Day except in case of jeopardy to work under construction. This rule is applied to ,
protect Labor Day. When a holiday falls during the normal work week, Monday through Friday, it shall be
counted as eight(8) hours toward a forty (40) hour week; however, no reimbursement for this eight(8) hours is
to be paid the workman unless worked. If workmen are required to work the above recognized holidays or days '
observed as such, or Sundays, they shall receive double (2) the regular rate of pay for such work. The above
shall apply to the four 10's Monday through Thursday work week. The ten (10) hours shall be applied to the
forty (40) hour work week.
NO. 16: The following days are recognized as holidays: New Year's Day, Memorial Day, Fourth of July,
Labor Day, Thanksgiving Day and Christmas Day. If a holiday falls on Sunday, it shall be observed on the
following Monday. If a holiday falls on Saturday, it shall be observed on the preceding Friday.No work shall '
be performed on Labor Day except in case of jeopardy to work under construction. This rule is applied to
protect Labor Day. When a-holiday falls during the normal work week, Monday through Friday, it shall be '
counted as eight(8) hours toward the forty(40) hour week; however, no reimbursement for this eight(8) hours
is to be paid to the worker unless worked. If workers are required to work the above recognized holidays or
days observed as such, they shall receive double(2)the regular rate of pay for such work.
NO. 19: The following days are recognized as holidays: New Year's Day, Memorial Day, Independence Day,
Labor Day, Thanksgiving Day and Christmas Day. If a holiday falls on a Sunday, it shall be observed on the '
following Monday. When a holiday falls during the normal work week, Monday through Friday, it shall be
counted as eight(8) hours toward the forty(40) hour week; however, no reimbursement for this eight(8) hours
is to be paid the workmen unless worked. If workmen are required to work the above enumerated holidays, or
days observed as such, they shall receive double(2)the regular rate of pay for such work. '
t
•
AWO13 026 HHol.doc ANNUAL WAGE ORDER NO. 13 Page I of 1 Pages ,
' REPLACEMENT PAGE
• OUTSIDE ELECTRICIAN
These rates are to be used for the following counties:
Adair,Audrain,Boone,Callaway,Camden,Carter,Chariton,Clark,Cole,Cooper,Crawford,Dent,Franklin,
Gasconade,Howard,Howell,Iron,Jefferson,Knox,Lewis,Lincoln,Linn,Macon,Maries,Marion,Miller,Moniteau,
' Monroe,Montgomery,Morgan,Oregon,Osage,Perry,Phelps,Pike,Pulaski,Putnam,Rails,Randolph,Reynolds,
Ripley,St.Charles,St.Francois,St.Louis City,St.Louis County,Ste.Genevieve,Schuyler,Scotland,Shannon,Shelby,
Sullivan,Texas,Warren,and Washington
' COMMERCIAL WORK
Occupational Title Basic Total
Hourly Fringe
' Rate Benefits
' *journeyman Lineman $31.36 $4.75 +41.3%
*Lineman Operator. $27.50 $4.75 +41.3%
*Groundman $21.41 $4.75 +41.3%
' OVERTIME RATE:Eight(8)hours shall constitute a work day between the hours of 7:00 a.m.and 4:30 p.m.Forty
(40)hours within five(5)days,Monday through Friday inclusive,shall constitute the work week.Work performed in the
9th and 10th hour,Monday through Friday,shall be paid at time and one-half(I%z)the regular straight time rate of pay.
' Contractor has the option to pay two(2)hours per day at the time and one-half(1%2)the regular straight time rate of pay
between the hours of 6:00 a.m.and 5:30 p.m.,Monday through Friday. Work performed outside the regularly scheduled
working hours and on Saturdays,Sundays and recognized legal holidays,or days celebrated as such,shall be paid for at
the rate of double(2)time.
NHOLIDAY RATE:All work performed on New Year's Day,Memorial Day,Fourth of July,Labor Day,Veteran's Day,
Thanksgiving Day,Christmas Day,or days celebrated as such,shall be paid at the double time rate of pay. When one of
the foregoing holidays falls on Sunday,it shall be celebrated on the following Monday.
UTILITY WORK
'
Occupational Title Basic Total
Hourly Fringe
Rate Benefits
' *Journeyman Lineman $31.36 $4.75 +37.3%
*Lineman Operator $27.08 $4.75 +37.3%
' *Groundman $20.94 $4.75 +37.3%
OVERTIME RATE: Eight(8)hours shall constitute a work day between the hours of 7:00 a.m.and 4:30 p.m.Forty
' (40)hours within five(5)days,Monday through Friday inclusive,shall constitute the work week.Work performed in the
9th and 10th hour,Monday through Friday,shall be paid at time and one-half(I%z)the regular straight time rate of pay.
Contractor has the option to pay two(2)hours per day at the time and one-half(1%)the regular straight time rate of pay
between the hours of 6:00 a.m.and 5:30 p.m:,Monday through Friday. Worked performed in the first eight(8)hours on
' Saturday shall be paid at the rate of one and eight tenths(1.8)the regular straight time rate. Work performed outside
these hours and on Sundays and recognized legal holidays,or days celebrated as such,shall be paid for at the rate of
double(2)time.
' HOLIDAY RATE:All work performed on New Year's Day,Memorial Day,Fourth of July,Labor Day,Veteran's Day,
• Thanksgiving Day,Christmas Day,or days celebrated as such,shall be paid at the double time rate of pay. When one of
the foregoing holidays falls on Sunday,it shall be celebrated on the following Monday.
t *Annual Incremental Increase
ANNUAL WAGE ORDER NO. 13 9/06
OUT s'rL AW 13 in3.dm
1
' AFFIDAVIT OF COMPLIANCE PUBLIC WORKS CONTRACTS LAW
•
' I, the undersigned, , of lawful age, first
being duly sworn, state to the best of my information and belief as follows:
' 1. That I am employed as ,
by
' 2. That was awarded a public works
contract for Project No.. 32086, Leslie Sidewalk, Stormwater, and
' Sanitary Sewer Project.
3. That I have read and am familiar with Section 290.290 RSMo (1994 as
' amended)an act relating to public works contracts,which impose certain
requirements upon contractors and subcontractors engaged in a public
' works construction project in the State of Missouri.
4. That_ has fully complied with the
Nprovisions and requirements of Section 290.290 RSMo (1994 as
amended)
' FURTHER AFFIANT SAYETH NAUGHT.
AFFIANT
' Subscribed and sworn to before me this day of _' 20—.
NOTARY PUBLIC
My Commission Expires:
' STATE OF MISSOURI )
ss
' COUNTY OF )
' EXCESSIVE UNEMPLOYMENT EXCEPTION CERTIFICATION
•
' I, the undersigned, , of lawful age,
first being duly sworn, state to the best of my information and belief as follows:
' 1. That I am employed as by
' 2. That was awarded a public
works contract for Project No. 32086, Leslie Sidewalk, Stormwater,
' and Sanitary Sewer Project.
3. That I have read and am familiar with Section 290.290 RSMo (1994 as
' amended)an act relating to public works contracts,which impose certain
requirements upon contractors and subcontractors engaged in a public
' works construction project in the State of Missouri.
4. Although there is a period of excessive unemployment in the State of
' Missouri, which requires the employment of only Missouri laborers and
laborers from non-restrictive states on public works projects or
Nimprovements, an exception applies as to the hiring of
since no Missouri
laborers or laborers from non-restrictive states are available or capable
' of performing
FURTHER AFFIANT SAYETH NAUGHT.
' AFFIANT
Subscribed and sworn to before me this day of , 20
' NOTARY PUBLIC
My Commission Expires:
APPROVED BY:
' Director of Community Development, City of Jefferson, MO
•
i
tCITY OF JEFFERSON
CONSTRUCTION CONTRACT
' THIS CONTRACT, made and entered into this / day of i0-1li , 2007,
by and between Kauffman Enterprises LLC hereinafter referred to as "Contractor",
' and the City of Jefferson, Missouri, a municipal corporation of the State of Missouri,
hereinafter referred to as "City".
' WITNESSETH: That Whereas, the Contractor has become the lowest responsible
bidder for furnishing the supervision, labor, tools, equipment, materials and supplies
and for constructing the following City improvements:
' Project No. 32086, Leslie Sidewalk, Stormwater, and Sanitary Sewer Project.
' NOW THEREFORE, the parties to this contract agree to the following:
1. Scope of Services.
' Contractor agrees to provide all labor, equipment, hardware and supplies to perform
the work included in the project entitled "Leslie Sidewalk, Stormwater, and Sanitary
Sewer Project" in accordance with the plans and specifications on file with the
iDepartment of Community Development.
N 2. Manner and time for Completion.
Contractor agrees with the City to furnish all supervision, labor, tools, equipment,
materials and supplies necessary to perform said work at Contractor's own expense in
accordance with the contract documents and any applicable City ordinances and state
' and federal laws, within 70 working days from the date Contractor is ordered to
proceed,which order shall be issued by the Director of Community Development within
' ten (10) days after the date of this contract.
3. Prevailing Wages.
To the extent that the work performed by Contractor is subject to prevailing wage law,
Contractor shall pay a wage of no less than the "prevailing hourly rate of wages" for
work of a similar character in this locality, as established by Department of Labor and
' Industrial Relations of the State of Missouri, and as established by the Federal
Employment Standards of the Department of Labor. Contractor acknowledges that
Contractor knows the prevailing hourly rate of wages forthis project because Contractor
' has obtained the prevailing hourly rate of wages from the contents of the current
Annual Wage Order No. 13, Section 026, Cole County rates as set forth. The
Contractor further agrees that Contractor will keep an accurate record showing the
names and occupations of all workmen employed in connection with the work to be
performed under the terms of this contract. The record shall show the actual wages
paid to the workmen in connection with the work to be performed under the terms of
' this contract. A copy of the record shall be delivered to the Purchasing Agent of the
• Jefferson City Finance Department each week. In accordance with Section 290.250
RSMo, Contractor shall forfeit to the City Ten Dollars ($10.00) for each workman
' employed, for each calendar day or portion thereof that the workman is paid less than
1
' the stipulated rates for any work done under this contract, by the Contractor or any
• subcontractor under the Contractor.
1 4. Insurance.
Contractor shall procure and maintain at its own expense during the life of this contract:
' (a) Workmen's Compensation Insurance for all of its employees to be
engaged in work under this contract.
' (b) Contractor's Public Liability Insurance in an amount not less than
$2,000,000 for all claims arising out of a single occurrence and $300,000 for any one
' person in a single accident or occurrence, except for those claims governed by the
provisions of the Missouri Workmen's Compensation Law, Chapter 287, RSMo., and
Contractor's Property Damage Insurance in an amount not less than $2,000,000 for all
' claims arising out of a single accident or occurrence and $300,000 for any one person
in a single accident or occurrence.
' (c) Automobile Liability Insurance in an amount not less than $2,000,000 for
all claims arising out of a single accident or occurrence and $300,000 for any one
person in a single accident or occurrence.
' (d) Owner's Protective Liability Insurance -The Contractor shall also obtain
at its own expense and deliver to the City an Owner's Protective Liability Insurance
Policy naming the City of Jefferson as the insured, in an amount not less than
$2,000,000 for all claims arising out of a single accident or occurrence and $500,000
' for any one person in a single accident or occurrence, except forthose claims governed
by the provisions of the Missouri Workmen's Compensation Law, Chapter 287, RSMo.
No policy will be accepted which excludes liability for damage to underground
structures or by reason of blasting, explosion or collapse.
1
(e) Subcontracts-In case any or all of this work is sublet,the Contractor shall
require the Subcontractor to procure and maintain all insurance required in
' Subparagraphs (a), (b), and (c) hereof and in like amounts.
(f) Scope of Insurance and Special Hazard. The insurance required under
' Sub-paragraphs(b)and (c)hereof shall provide adequate protection for the Contractor
and its subcontractors, respectively, against damage claims which may arise from
operations underthis contract,whether such operations be bythe insured or by anyone
directly or indirectly employed by it, and also against any special hazards which may
be encountered in the performance of this contract.
1
NOTE: Paragraph(f)is construed to require the procurement of Contractor's protective
' insurance (or contingent public liability and contingent property damage policies) by a
• general contractor whose subcontractor has employees working on the project, unless
the general public liability and property damage policy(or rider attached thereto)of the
' general contractor provides adequate protection against claims arising from operations
by anyone directly or indirectly employed by the Contractor.
' 5. Contractor's Responsibility for Subcontractors.
• It is further agreed that Contractor shall be as fully responsible to the City for the acts
and omissions of its subcontractors, and of persons either directly or indirectly
employed by them, as Contractor is for the acts and omissions of persons it directly
employs. Contractor shall cause appropriate provisions to be inserted in all
' subcontracts relating to this work, to bind all subcontractors to Contractor by all the
terms herein set forth, insofar as applicable to the work of subcontractors and to give
Contractor the same power regarding termination of any subcontract as the City may
' exercise over Contractor under any provisions of this contract. Nothing contained in
this contract shall create any contractual relations between any subcontractor and the
City or between any subcontractors.
' 6. Liquidated Damages.
The City may deduct Five Hundred Dollars($500.00)from any amount otherwise due
under this contract for every day the Contractor fails or refuses to prosecute the work,
or any separable part thereof, with such diligence as will insure the completion by the
time above specified, or any extension thereof, or fails to complete the work by such
' time, as long. as the City does not terminate the right of Contractor to proceed. It is
further provided that Contractor shall not be charged with liquidated damages because
of delays in the completion of the work due to unforeseeable causes beyond
' Contractor's control and without fault or negligence on Contractor's part or the part of
its agents.
N7. Termination.
The City reserves the right to terminate this contract by giving at least five(5)days prior
written notice to Contractor,without prejudice to any other rights or remedies of the City
should Contractor be adjudged a bankrupt, or if Contractor should make a general
assignment for the benefit of its creditors, or if a receiver should be appointed for
' Contractor or for any of its property, or if Contractor should persistently or repeatedly
refuse or fail to supply enough properly skilled workmen or proper material, or if
Contractor should refuse or fail to make prompt payment to any person supplying labor
' or materials for the work under the contract, or persistently disregard instructions of the
City or fail to observe or perform any provisions of the contract.
' 8. City's Right to Proceed.
In the event this contract is terminated pursuant to Paragraph 7,then the City may take
over the work and prosecute the same to completion, by contract or otherwise, and
' Contractor and its sureties shall be liable to the City for any costs over the amount of
this contract thereby occasioned by the City. in any such case the City may take
possession of, and utilize in completing the work, such materials, appliances and
' structures as may be on the work site and are necessary for completion of the work.
The foregoing provisions are in addition to, and not in limitation of, the rights of the City
under any other provisions of the contract, city ordinances, and state and federal laws.
' 9. Indemnity.
• To the fullest extent permitted by law, the Contractor will indemnify and hold harmless
' the City, its elected and appointed officials, employees, and agents from and against
any and all claims,damages,losses,and expenses including attorneys'fees arising out
f
1 of or resulting from the performance of the work, provided that any such claim, damage,
loss or expense (1) is attributable to bodily injury, sickness, disease, or death, or to
injury to or destruction of tangible property(other than the Work itself)including the loss
1
of use resulting therefrom and (2) is caused in whole or in part by any negligent act or
omission of contractor,any subcontractor,anyone directly or indirectly employed by any
' of them or anyone for whose acts any of them may be liable, regardless of whether or
not it is caused in part by a party indemnified hereunder. Such obligation shall not be
construed to negate, abridge, or otherwise reduce any other right or obligation of
' indemnity which would otherwise exist as to any party or person described in this
Paragraph.
' 10. Payment for Labor and Materials.
The Contractor agrees and binds itself to pay for all labor done, and for all the materials
used in the construction of the work to be completed pursuant to this contract.
' Contractor shall furnish to the City a bond to insure the payment of all materials and
labor used in the performance of this contract. '
' 11. Supplies.
The Contractor is hereby authorized and directed to utilize the City's sales tax,
exemption in the purchase of goods and materials for the project as set out in Section
' 144.062 RSMo 1994 as amended. Contractor shall keep and maintain records and
invoices of all such purchases which shall be submitted to the City.
12. Payment.
The City hereby agrees to pay the Contractor for the work done pursuant to this
' contract according to the payment schedule set forth in the Contract Documents upon
acceptance of said work by the Director of Community Development and in accordance
with the rates and/or amounts stated in the bid of Contractor dated February 6, 2007
' which are by reference made a part hereof. No partial payment to the Contractor shall
operate as approval or acceptance of work done or materials furnished hereunder. The
total amount of this contract shall not exceed $396,814.10,Three Hundred Ninety Six
' Thousand Eight Hundred Fourteen Dollars and 10 Cents.
13. Performance and Materialman's Bonds Required.
' Contractor shall provide a bond to the City before work is commenced, and no later
than ten (10) days after the execution of this contract, guaranteeing the Contractor's
performance of the work bid for, the payment of amounts due to all suppliers of labor
' and materials, the payment of insurance premiums for workers compensation
insurance and all other insurance called for under this contract, and the payment of the
prevailing wage rate to all workmen as required by this contract, said bond to be in a
form approved by the City, and to be given by such company or companies'as may be
' acceptable to the City in its sole and absolute discretion. The amount of the bond shall
be equal to the Contractor's bid.
' 14. Knowledge of Local Conditions.
• Contractor hereby warrants that it has examined the location of the proposed work and
' the attached specifications and has fully considered such local conditions in making its
bid herein.
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15. Severability.
If any section, subsection, sentence,or clause of this Contract shall be adjudged illegal,
' invalid, or unenforceable, such illegality, invalidity, or unenforceability shall not affect
the legality, validity, or enforceability of the contract as a whole, or of any section,
subsection, sentence, clause, or attachment not so adjudged.
16. Governing Law.
The contract shall be governed by the laws of the State of Missouri. The courts of the
' State of Missouri shall have jurisdiction over any dispute which arises under this
contract, and each of the parties shall submit and hereby consents to such courts
exercise of jurisdiction. In any successful action by the City to enforce this contract,the
' City shall be entitled to recover its attorney's fees and expenses incurred in such action.
17. Contract Documents.
' The contract documents shall consist of the following:
a. This Contract f. General Provisions
b. Addenda g. Special Provisions
c. Information for Bidders h. Technical Specifications
d. Notice to Bidders I. Drawing and/or Sketches
e. Signed Copy of Bid
' This contract and the other documents enumerated in this paragraph,form the Contract
between the parties. These documents are as fully a part of the contract as if attached
Nhereto or repeated herein.
18. Complete Understanding, Merger.
' Parties agree that this document including those documents described in the section
entitled "Contract Documents"represent the full and complete understanding of the
' parties. This contact includes only those goods and services specifically set out: This
contract supersedes all prior contracts and understandings between the Contractorand
the City.
' 19. Authorship and Enforcement.
Parties agree that the production of this document was the joint effort of both parties
' and that the contract should not be construed as having been drafted by either party.
In the event that either party shall seek to enforce the terms of this contract through
litigation, the prevailing party in such action shall be entitled to receive, in addition to
' any other relief, its reasonable attorneys fees, expenses and costs.
20. Amendments.
' This contract may not be modified, changed or altered by any oral promise or statement
by whomsoever made; nor shall any modification of it be binding upon the City until
such written modification shall have been approved in writing by an authorized officer
' of the City. Contractor acknowledges that the City may not be responsible for paying
• for changes or modifications that were not properly authorized.
21. Waiver of Breech .
Failure to Exercise Rights and Waiver: Failure to insist upon strict compliance with any
of the terms covenants or conditions herein shall not be deemed a waiver of any such
terms, covenants or conditions, nor shall any failure at one or more times be deemed
a waiver or relinquishment at any other time or times by any right under the terms,
' covenants or conditions herein.
22. Assignment.
Neither party may sell or assign its rights or responsibilities under the terms of this
agreement without the express consent of the remaining party.
23. Nondiscrimination.
Contractor agrees in the performance of this contract not to discriminate on the ground
or because of race, creed, color, national origin or ancestry, sex, religion, handicap,
f age, or political opinion or affiliation, against any employee of Contractor or applicant
for employment and shall include a similar provision in all subcontracts let or awarded
hereunder.
' 24. Notices.
All notices required to be in writing may be given by first class mail addressed to City
' of Jefferson, Department of Community Development, 320 East McCarty, Jefferson
City, Missouri, 65101, and Contractor at Kauffman Enterprises LLC, P.O. 605,
Jefferson City, MO 65102. The date of delivery of any notice shall be the second full
day after the day of its mailing.
r
t
i
i
IN WITN WHEREOF,the parties hereto have set their hands and seals this
day of , 2007.
CITY OF JEFFERSON CONTRACTOR
' Ma/ Title:
ATTEST: ATTEST:
City Cl4k Title:
' APPRO, D AS TO FORM:
' City owns r
tBond No. JA 4884
PERFORMANCE, PAYMENT AND GUARANTEE BOND
' KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned
Kauffman Enterprises, IW, PO Box 605, Jefferson City, MJ 65102
hereinafter, referred to as Contractor and
' Contractors Bonding and Insurance Campany
' a Corporation organized under the laws of the State of
Washington and authorized to transact business in the State of
' ILssouri as Surety, are held and firmly bound unto the
' City of Jefferson, Missouri hereinafter referred to as"Owner"
Three Hundred Ninety Six Thousand Eight Hundred Fourteen
in the penal sum of and 10/100 - - - - - - - - - - - - - - - - - - - - - - - - -DOLLARS
' ($ 3%,814.10 - - - - - - - - -), lawful money of the United States of America for the
payment of which sum, well and truly to be made, we bind ourselves and our heirs,
executors, administrators, successors, and assigns, jointly and severally by these
presents.
' THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH THAT;
' WHEREAS, the above bounded Contractor has on the day
of ,20 ,.entered into a written contract with the aforesaid Owner
forfurnishing all materials,equipment,tools,superintendence,labor,and otherfacilities
and accessories, for the construction of certain improvements as designated, defined
' and described in the said Contract and the Conditions thereof, and in accordance with
the specifications and plans therefore; a copy of said Contract being attached hereto
' and made a part hereof:
' NOW THEREFORE, if the said Contractor shall and will, in all particulars,well,duly and
faithfully observe, perform and abide by each and every covenant, condition, and part
r
of the said Contract, and the Conditions, Specifications, Plans, Prevailing Wage Law
and other Contract Documents thereto attached or, by reference, made a part thereof,
' according to the true intent and meaning in. each case, and if said contractor shall
replace all defective parts, material and workmanship for a period of one year after
' acceptance by the Owner, then this obligation shall be and become null and void;
otherwise it shall remain in full force and effect.
1
PROVIDED FURTHER, that if the said Contractor fails to duly pay for any labor,
' materials, sustenances, provisions, provender, gasoline, lubricating oils, fuel oils,
greases, coal repairs, equipment and tools consumed or used in said work, groceries
and foodstuffs, and all insurance premiums, compensation liability, and otherwise, or
any other supplies or materials used or consumed by such Contractor or his, their, or
its subcontractors in performance of the work contracted to be done, the Surety will pay
' the same in any amount not exceeding the amount of this Obligation, together with
interest as provided by law:
PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and
' agrees that no change, extension of time, alteration, or addition to the terms of the
contract, or the work to be performed thereunder, or the specifications accompanying
' the same, shall in any wise affect its obligation on this bond and it does hereby waive
notice of any change, extension of time, alteration, or addition to the terms of the
' contract, or to the work, or to the specifications:
' PROVIDED FURTHER, that if the said Contractor fails to pay the prevailing hourly rate
of wages, as shown in the attached schedule, to any workman engaged in the
' construction of the improvements as designated, defined and described in the said
contract, specifications and conditions thereof, the Surety will pay the deficiency and
' any penalty provided for by law which the contractor incurs by reason of an act or
omission, in any amount not exceeding the amount of this obligation together with
' interest as provided by law:
•
1
IN TESTIMONY WHEREOF, the said Contractor has hereunto set his hand, and the
said Surety has caused these presents to be executed in its name, and its corporate
' seal to be hereunto affixed, by it attorney-in-fact duly authorized thereunto so to do, at
on this the
' day of , 20
Contractors and Insurance Kauffman Fnt LLC
Crnu�any erpn ,
SURETY COMPANY CONTRACTOR
0►_ �'P Rs ` � (SEAL) BY SEAL)U o
,
SEAL = ;
gSHtNi John H. Williams (SEAL) BY7ffww,3s *'7-��t/(SEAL)
NAttorney-in-fact (State Representative)
'
(Accompany this bond with Attorney-in-fact's authority from the Surety Company
Y
certified to include the date of the bond.)
•
y
AUTHORIZATION TO INSERT DATE OF CONTRACT IN BONDS
1
To Whom It May Concern:
' The undersigned is an authorized representative of Contractors Bonding and Insurance
Company, Surety for Kauffman Enterprises, LLC, Contractor, for and during the entire
' period of construction of the job entitled"Project No. 32086, Leslie Sidewalk,
Stormwater, and Sanitary Sewer Project".
' Authorization is hereby given by the Surety to the City of Jefferson, Missouri to date the
Contract Bonds and the Powers of Attorney with the same date as the execution of the
Contract.
N
Contractors Bonding and Insurance Company
' Surety
pND INS1199,,��
Auth ized Representative _ �o�;-•'Q p Rq
John H. Williams, Attorney-in-Fact = 0
op
Date: February 27, 2007
t : yo 7910 _= �� _
fill h�q SHING�
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F �1C
s�.
,T LIMITED POWER. OF ATTORNEY ,,,
r�s
,.:
�+ Not Valid for Bonds Power of Attorney
Executed On or Aft DECEMBER 31sT, 1007 Number: 120181
/.,
ein
READ CAREFULLY - to be used only with the bondspeciJied her 1
Only an unaltered original oftMs Power of Attorney document is valid.A valid'original of this document is printed on gray
security paper with black and red ink and bears the seal of Contractors Bonding and Insurance Company(the"Company").
,1 The original document contains a watermark with the letters"cbic"embedded in the paper rather than printed upon it.The
watermark appears in the blank space beneath the words"Limited Power of Attorney"at the top of the document and is
visible when the document is held to the light.This document is valid solely in connection with the execution and delivery of
the bond bearing the number indicated below,and provided also that the bond is of the type indicated below.This document
' is valid only if the bond is executed o.n or before the date indicated above.
KNOW ALL DEN BY THESE PRESENTS, that the Company does hereby make,, constitute
and appoint the following: JOHN H. WILLIAMS and TERRY BLICKHAN its true and
+� lawful Attorneys)-in-Fact, with full power and authority hereby conferred in
its name, place and stead, to execute, acknowledge and deliver on behalf of the :
Company;_ (1) any and all bonds and undertakings of suretyship given for any ;
purpose, provided, however, that no such ,person shall be authorized to execute F' ,
and deliver any bend or undertaking that shall obligate the Company for any
portion of the penal sum thereof in excess of $10,000,000, and provided,
further, that no Attorney-in-Fact shall have the authority to issue a bid or
proposal bond for any project where, if a contract is awarded, any bond or :?
undertaking would be required with penal sum in excess of $10,000,000; and (2)
consents, releases and other similar documents required by an obligee under a
contract bonded by the Company. This appointment is made under the authority of
the-Board of-----------of-
the-Company.
-----_ -------W--------------------------
-------------------------------------- - --------------------------------------- 1 Ij
------ ----- - -- - ---- ---- ---- -- - - ------- -- -
CERTIFICATE
: .
I, the undersigned secretary of Contractors Bonding and Insurance Company, a Washington
corporation,DO-HEREBY CERTIFY that.:this Power of Attorney remains in full force and effect and 1W
has not been revoked, and, futhermore, that the resolutions of the Board of Directors set forth on the
reverse are now in full force and effect.'
Bond Number .IA 4884
Signed and sealed this day of ,
:.
R.Kirk Eland,secretary
CBIC « 1213 Valley Street • P.O.Box 9271 . Seattle,WA 98109-0271 '
(206)622-7053 • (800)765-CBIC(Toll Free) (800)950-1558(FAX.)
PodLPOA.07-U9051104 �
Mar. 5. 2007 3:41 PM WILLIAMS & ASSOCIATES No, 5161 P. 2
1
F325South ORD CERTIFICATE OF LIABILITY INSURANCE °"'�'M'"'°°'YY'"'
TM 03/05/2007
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ms s Associates insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
8th Street, Suite E HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
Quincy, IL 62301 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
' INSURERS AFFORDING COVERAGE NAIC#
INSURED INSURERA:Ohio Casualty insurance Company
' Kauffman Enterprises, LLC INSURERS:Missouri Paployers Mutual Insurance COapany
PO BOX 605 INSURER O:
Jefferson City, MO 65102-0605
INSURER l}
INSURER E'
' COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH
t POLICIES.AGGREGATE LIMBS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
INSR ADDL POLICY NUMBI?R POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE LTR N9
GENERALLIAIMUTY EACH OCCURRENCE $ 1,000,000
rLP
A X COMMERCIALGFJVERALLIABILITY SHO 52913281 01/25/2007 01/2$/2009 PREMISES Eaoaarren $ 100,000
'
CLAIMS MADE I I OCCUR MEDEXP(Arryone ereon) f 10,000
PERSONALBADVINJURY f 11000,000
GENERAL AGGREGATE 3 2,000,000
' GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG f 2,000,000
POLICY X PR LOC
AUTOMOBILE LIABILITY
COMBINED SINGLE LIMIT f 11000,000
A X ANVAUTo HAO 52813281 01/25/2007 01/25/2008 (EaaorJdent)
' ALL OWNED AUTOS BODILY INJURY
SCHEDULED AUTOS (Per Perean) f
X HIRED AUTOS BODILY INJURY S
x NON-OVIMED AUTOS (Par aoodard)
INSURANCE EVIEWED
PROPERTY davol) AGE $
GARAGE LIABILITY AUTO ONLY-EAACCIDENT f
'
GA
ANY AUTO By' OYHER THAN ACC f
AUTO ONLY: AGG S
EXCESSR/MBRELLA LIABILITY Date: i2,6 ry EACH OCCURRENCE f
OCCUR CLAIMS MADE AGGREGATE f
' S
DEDUCTIBLE f
RETENTION f f
' WORKERS COMPENSATION AND P0110-I'S
TAT OE H-
EMPLOYERS'LIABILITY
B ANY PROPRIETOWPARTNER/EXECUTIVE MEM 0217302-02 06/15/2006 06/15/2007 .E.LFaCHACCIDENT f 500,000
OFFICER/MEMBEREXCLUOE07 Et.,DISEASE-EA EMPLOYEE 1 S 500,000
11 yyeee,daeonbe unAer
SPECIALPRIMSIONI1I.. E.LDISEASE-POLICY LIMIT S 500,000
' OTHER
' DESCRIPTION OF OPERATIONS/LOCATIONS r VEHICLES r EXCLU910N9 ADDED BY ENDORSEMENT Y SPECIAL PROVISIONS
CERTIFICATE HOLDER CANCELLATION
' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EVIRA71ON
City of Jefferson City DATE THEREOF,THE ISSUIN®INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
320 E. McCarty Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO 00 SO SHALL
efferson City, NO 65201 IMPOSE NO OBLIOATION OR UABILrrf OF ANY KIND UPON THE INSURek ITS AGENTS OR
' REPRESENTATIVE&
AUTHORIZED REPRESENTATIVE
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ACORD 25(2001 1011) ® 1988
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GENERAL PROVISIONS
FORWARD
The following Articles GP-1 through GP-49 are"General Provisions of the Contract",modified asset forth
in the Special Provisions.
' GP-1 CONTRACT DOCUMENTS
' It is expressly understood and agreed that the Contract Documents comprise the Notice to Bidders,
Instruction to Bidders,General Provisions,Special Provisions,Bid,Contract,Performance and One Year
Guarantee Bond, Specifications, other documents listed in the Table of Contents and bound in this
' Volume. Plans,all Addenda thereto issued prior to the time of opening bids for the work,all of which are
hereto attached,and other drawings,specifications,and engineering data which may be furnished by the
Contractor and approved by the Owner,together with such additional drawings which may be furnished
by the Engineer from time to time as are necessary to make clear and to define in greater detail the intent
' of the specifications and drawings, are each and all component parts to the agreement governing the
work to be done and the materials equipment to be furnished. All of these documents are hereby defined
as the Contract Documents.
' The several parts of the Contract Documents are complementary,and what is called for by any one shall
be as binding as if called for by all. The intention of the Documents is to include the furnishing of all
materials,labor,tools,equipment and supplies necessary for constructing complete and ready to use the
' work specified. Materials or work described in words which so applied have a well known technical or
trade meaning shall be held to refer to such recognized standards.
The Contract shall be executed in the State and County where the Owner is located. Three (3) copies
of the contract documents shall be prepared by the Contractor, each containing an exact copy of the
Contractor's bid as submitted,the Performance Bond properly executed,a Statutory Bond where required,
and the contract agreement signed by both parties thereto. These executed contract documents shall
' be filed as follows:
One (1)with the City Clerk of the City of Jefferson
One (1) with the Jefferson City Director of Community Development
One (1) with the Contractor
' GP-2 DEFINITIONS
' Wherever any work or expression defined in this article, or pronoun used in its stead, occurs in these
contract documents, it shall have and is mutually understood to have the meaning herein given:
1. "Contract"or"Contract Documents"shall include all of the documents enumerated in the previous
' article.
2. "Owner", "City", or words "Party of the First Part", shall mean the party entering into contract to
secure performance of the work covered by this Contract and his or its duly authorized officers
' . or agents. Generally this will be the "City of Jefferson".
3. "Contractor"or the words "Party of the Second Part"shall mean the party entering into contract
' for the performance of the work covered by this contract and his duly authorized agents or legal
representatives.
' 4. "Subcontractors"shall mean and refer to a corporation, partnership,or individual having a direct
contract with the Contractor,for performing work at the job site.
5. "Engineer"shall mean the authorized representative of the Director of Community Development,
(i.e.,the Engineering Division Director).
6. "Construction Representative"shall mean the engineering or technical assistant duly authorized
by the Engineer limited to the particular duties entrusted to him or them as subsequently set forth
herein. '
7. "Date of Award of Contract" or words equivalent thereto, shall mean the date upon which the
successful bidder's proposal is accepted by the City. ,
8. Day' or"days", unless herein otherwise expressly defined, shall mean a calendar day or days
of twenty-four hours each.
9. "The work" shall mean the work to be done and the equipment, supplies and materials to be ,
furnished under this contract, unless some other meaning is indicated by the context.
10. "Plans"or"drawings"shall mean and include all drawings which may have been prepared by the '
Engineer as a basis for proposals, all drawings submitted by the successful bidder with his
proposal and by the Contractor to the City, if and when approved by the Engineer, and all
drawings submitted by the City to the Contractor during the progress of the work,as provided for ,
herein.
11. Whenever in these contract documents the words"as directed","as required","as permitted","as ,
allowed", or words or phrases of like import are used, it shall be understood that the direction,
requirement, permission, or allowance of the City and Engineer is intended.
12. Similarly the words"approved","reasonable","suitable","acceptable","properly","satisfactory", ,
or words of like effect and import, unless otherwise particularly specified herein, shall mean
approved,reasonable,suitable,acceptable,proper or satisfactory in the judgment of the City and
Engineer.
13. Whenever any statement is made in these Contract Documents containing the expression"it is
understood and agreed"or any expression of the like import,such expression means the mutual
understanding and agreement of the Contractor and the City. ,
14. "Missouri Highway Specifications" shall mean the latest edition of the "Missouri Standard
Specifications for Highway Construction"prepared by the Missouri Highway and Transportation
Commission and published before the date of this contract. ,
15. "Consultant" shall mean the firm, company, individual, or its/his/her duly .authorized
representative(s) under separate agreement with the City of Jefferson that prepared the plans,
specifications, and other such documents for the work covered by this contract. ,
GP-3 THE CONTRACTOR
It is understood and agreed that the Contractor, has by careful examination satisfied himself as to the '
nature and location of the work,the conformation of the ground,the character,quality and quantity of the
materials to be encountered, the character of the equipment and facilities needed preliminary to and ,
during the prosecution of the work, the general local conditions, and all other matters which can in any
way affect the work under this Contract. No verbal agreement or conversation with any officer, agent or
employee of the City,either before or after the execution of this contract,shall affect or modify any of the
terms or obligations herein contained. ,
The relation of the Contractor to the City shall be that of an independent contractor.
GP-4 THE ENGINEER '
The Engineer shall be the City's representative during the construction period and he shall observe the
work in process on behalf of the City by a series of periodic visits to the job site. He shall have authority
to act on behalf of the City.
The Engineer assumes no direction of employees of the Contractor or subcontractors and no supervision
of the construction activities or responsibility for their safety. The Engineer's sole responsibility during
' construction is to the City to endeavor to protect defects and deficiencies in the work.
Any plan or method of work suggested by the Engineer, or other representative of the City, to the
Contractor,but not specified or required,if adopted or followed by the Contractor in whole or in part,shall
' be used at the risk and responsibility of the Contractor; and the Engineer and the City will assume no
responsibility therefore.
GP-5 BOND
Coincident with the execution of the Contract, the Contractor shall furnish a good and sufficient surety
bond in the full amount of the contract sum. This surety bond, executed by the Contractor to the City,
' shall be a guarantee: (a) for the faithful performance and completion of the work in strict accordance with
the terms and intent of the contract documents; (b) the payment of all bills and obligations arising from
this contract which might in any manner become a claim against the City; (c) for the payment to the City
' of all sums due or which may become due by the terms of the contract, as well as by reason of any
violation thereof by the Contractor; and for a period of one year from and immediately following the
acceptance of the completed project by the City,the payment to the City of all damage loss and expense
which may occur to the City by reason of defective materials used, or by reason of defective or improper
workmanship done, in the furnishing of materials, labor, and equipment in the performance of the said
contract.
All provisions of the bond shall be complete and in full accordance with statutory requirements. The bond
' shall be executed,with the property sureties through a company licensed and qualified to operate in the
state and approved by the City. Bond shall be signed by an agent resident in the state and date of bond
shall be the date of execution of the contract.
If at any time during the continuance of the contract the surety on the Contractor's bond becomes
irresponsible,the City shall have the right to require additional and suff icient sureties which the Contractor
shall furnish to the satisfaction of the City within ten(10)days after notice to do so. In default thereof,the
' contract may be suspended, all payments or money due the Contractor withheld, and the contract
completed as hereinafter provided.
GP-6 INSURANCE
' GP-6.1 GENERAL:
' The Contractor shall secure,pay for and maintain during the life of the Contract, insurance of such types
and amounts as necessary protect himself, and the City, against all hazards.enumerated herein. All
policies shall be in the amounts, form and companies satisfactory to the City.
' The insuring company shall deliver to the City certificates of all insurance required, signed by an
authorized representative and stating that all provisions of the following specified requirements are
complied with.
' All certificates of insurance required herein shall state that ten(10)days written notice will be given to the
City before the policy is canceled or changed. All certifications of insurance shall be delivered to the City
' prior to the time that any operations under this contract are started.
All of said Contractor's certificates of insurance shall be written in an insurance company authorized to
do business in the State of'Missouri.
GP-6.2 BODILY INJURY LIABILITY& PROPERTY DAMAGE LIABILITY INSURANCE
• (1) Bodily Injury Liability insurance coverage providing limits for bodily injuries,including death,of not less
' than $2,000,000 per person and $300,000 per occurrence.
(2) Property Damage Liability insurance coverage for limits of not less than $2,000,000 per one
occurrence nor less than$2,000,000 aggregate to limit for the policy year.
GP-6.3 CONTRACTOR'S PROTECTIVE BODILY INJURY LIABILITY & PROTECTIVE PROPERTY
DAMAGE LIABILITY INSURANCE: (COVERING OPERATIONS OF SUBCONTRACTORS)
(1) Contractors contingent policy providing limits of at least $300,000 per person and $2,000,000 per
occurrence for bodily injury or death.
(2) Property Damage Liability providing limits of at least $2,000,000 per occurrence and $2,000,000
aggregate.
GP-6.4 CONTRACTUAL LIABILITY ,
Property Damage coverage with$2,000,000 aggregate limit.
GP-6.5 OWNER'S PROTECTIVE LIABILITY AND PROPERTY DAMAGE INSURANCE
The Contractor shall purchase and maintain Owner's Protective Liability and Property Damage insurance
issued in the name of the Owner and the Engineer as will protect both against any and all claims that '
might arise as a result of the operations of the Contractor or his subcontractors in fulfilling this contract.
The minimum amount of such insurance shall be the same as required for Bodily Injury Liability and
Property Damage Liability Insurance. This policy shall be filed with the Owner and a copy filed with the I
Engineer.
GP-6.6 EXCLUSIONS
The above requirements GP-6.2,6.3, 6.5 for property damage liability shall contain no exclusion relative
to:
(1) Blasting or explosion. (Consult Technical Specifications Part I for possible deletion of this ,
requirement on subject project.)
(2) Injury or destruction of property below the surface of the ground, such as wires, conduits, pipes, '
mains, sewers, etc., caused by the Contractor's operations.
(3) The collapse of,or structural injury to,any building or structure on or adjacent to the City's premises, ,
or injury to or destruction of property resulting therefrom, caused by the removal of other buildings,
structures, or supports, or by excavations below the surface of the ground.
GP-6.7 AUTOMOBILE BODILY INJURY LIABILITY & AUTOMOBILE PROPERTY DAMAGE '
LIABILITY INSURANCE
Contractor shall carry in his name, additional assured clauses protecting City, Liability Insurance with '
Bodily Injury or Death Limits of not less than$300,000 per person and$2,000,000 per occurrence, and
property damage limits of not less than $300,000 with hired car and non-owned vehicle coverage or
separate policy carrying similar limits.
The above is to cover the use of automobiles and trucks on and off the site of the project. ,
GP-6.8 EMPLOYER'S LIABILITY AND WORKMEN'S COMPENSATION ,
Employer's and Workmen's Compensation Insurance as will protect him against any and all claims
resulting from injuries to and death of workmen engaged in work under this contract, and in addition the
Contractor shall carry occupational disease coverage with statutory limits, and Employer's Usability with
a limit of$300,000 per person. The "All State"endorsement shall be included.
1
In case any class of employees is not protected under the Workmen's Compensation Statute, the
Contractor shall provide and cause such contractor to provide adequate employer's liability coverage as
' will protect him against any claims resulting from injuries to and death of workmen engaged in work under
this contract.
GP-6.9 INSTALLATION FLOATER INSURANCE
This insurance shall insure and protect the Contractor and the Cityfrom all insurable risks of physical loss
or damage to materials and equipment, not otherwise covered under Builder's Risk Insurance, when in
warehouses or storage areas, during installation, during testing and until the work is accepted. It shall
be of the"All Risks"type,with coverage designed for the circumstances which may occur in the particular
work included in this contract. The coverage shall be for an amount not less than the value of the work
at completion,less the value of the material and equipment insured under Builder's Risk Insurance. The
value shall include the aggregate value of the City-furnished equipment and materials to be erected or
installed by the Contractor not otherwise insured under Builder's Risk Insurance.
Installation Floater Insurance shall also provide for losses, if any,to be adjusted with and made payable
' to the Contractor and the City as their interests may appear.
If the aggregate value of the City-furnished and Contractor-furnished equipment is less than$10,000 such
' equipment may be covered under Builder's Risk Insurance, and if so covered, this Installation Floater
Insurance may be omitted.
GP-610 CONTRACTOR'S RESPONSIBILITY FOR OTHER LOSSES
For the considerations in this agreement heretofore stated, in addition to Contractor's other obligations,
the Contractor assumes full responsibility for all loss or damage from any cause whatsoever to any tools
owned by the mechanics, any tool machinery, equipment,or motor vehicles.owned or rented by the
Contractor's, his agents, sub-contractors, material men or his or their employees; to sheds or other
temporary structures, scaffolding and staging, protective fences, bridges and sidewalk hooks. The
Contractor shall also assume responsibility for all loss or damage caused by,arising out of or incident to
larceny,theft, or any cause whatsoever(except as hereinbefore provided)to the structure on which the
work of this contract and any modifications, alterations, enlargements thereto, is to be done, and to
materials and labor connected or to be used as a part of the permanent materials,and supplies necessary
to the work.
GP-6.11 CONTRACTOR'S RESPONSIBILITY ON DAMAGES&CLAIMS INDEMNIFYING CITY
' The Contractor shall indemnify and save harmless the City and Engineer and their officers and agents,
of and from all losses, damages,costs,expenses,judgments, or decrees whatever arising out of action
or suit that may be brought against the City or Engineer-or any officer or agent of either of them,for or on
account of the failure,omission,or neglect of the Contractor to do and perform any of the covenants,acts,
matters,or things by this contract undertaken to be done or performed,or for the injury,death or damage
caused by the negligence or alleged negligence of the Contractor or his subcontractors or his or their
agents, or in connection with any claim or claims based on the lawful demands of subcontractors,
' workmen,material men,or suppliers of machinery and parts thereof,equipment,power tools and supplies
incurred in the fulfillment of this contract.
GP-6.12 NOTIFICATION IN EVENT OF LIABILITY OR DAMAGE
Upon the occurrence of any event, the liability for which is herein assumed, the Contractor agrees to
forthwith notify the City, in writing such happening, which notice shall forthwith give the details as to the
' happening,the cause as far as can be ascertained,the estimate of loss or damage done,the names of
• witnesses, if any, and stating the amount of any claim.
GP-7 ASSIGNMENT OF CONTRACT
The Contractor shall not assign or transfer this contract nor sublet it as a whole, without the written '
consent of the City and of the Surety on the Contractor's bond. Such consent of Surety, together with
copy of assignment, shall be filed with the City. No assignment, transfer or subletting, even though
consented to, shall relieve the Contractor of his liabilities under this contract. Should any assignee fail
to perform the work undertaken by him in a satisfactory manner, the City may at his option annul and
terminate Assignee's contract.
GP-8 SUBCONTRACTS, PRINCIPAL MATERIALS& EQUIPMENT
Prior to the award of the contract, the Contractor shall submit for approval of the City a list of
subcontractors and the sources of the principal items of materials and equipment which he proposes to
use in the construction of the project.
The Contractor agrees that he is as fully responsible to the City for the acts and omissions of his
subcontractors and of person either directly or indirectly employed by them as he is for the acts and ,
omissions or persons directly employed by him. Any notices to the Contractor shall be considered as
notice to any affected subcontractors.
Nothing contained in the Contract Documents shall create any contractual relation between any ,
subcontractor and the City.
No officer, agent or employee of the City, including the Engineer, shall have any power or authority
whatsoever to bind the City or incur any obligation in its behalf to any subcontractor, material supplier or
other person in any manner whatsoever.
GP-9 OTHER CONTRACTS
The City reserves the right to let other contracts in connection with this work. The Contractor shall afford
other contractors reasonable opportunity for the introduction and storage of their materials and the
execution of their work, and shall properly connect and coordinate his work with theirs.
If any part of the Contractor's work depends for proper execution or results on the work of any other
contractor,the Contractor shall inspect and promptly report to the Engineer any defect in such work that ,
renders it unsuitable for such proper execution and results.
His failure so to inspect and report all constitute an acceptance of the other contractor's work as fit and
proper for the reception of his work,except as to defects which may develop in the other contractor's work '
after the execution of his work.
Wherever work being done by the City's forces or by other contractors is contiguous to work covered by
this Contract,the respective rights of the various interests involved shall be established by the Engineer,
in order to secure the completion of the various portions of the work in general harmony.
GP-10 LEGAL RESTRICTIONS, PERMITS AND REGULATIONS ,
The Contractor shall procure at his own expense all necessary licenses and permits of a temporary nature
and shall give due and adequate notice to those in control of all properties which may be affected by his
operations. Rights-of-way and easements for permanent structures or permanent changes in existing
facilities shall be provided bythe City unless otherwise specified. The Contractor shall give all notices and
comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn or
specified.
GP-11 ROYALTIES AND PATENTS •
It is agreed that all royalties for patents or patent claims, infringement whether such patents are for '
processes or devices, that might be involved in the construction or use of the work, shall be included in
the contract amount and the Contractor shall satisfy all demands that may be made at any time for such
• and shall be liable for any damages or claims for patent infringements,and the Contractor shall at his own
' expense, defend any and all suits or proceedings that may be instituted at any time against the City for
infringement or alleged infringement of any patent or patents involved in the work,and incase of an award
of damages,the said Contractor shall pay such award;final payment to the Contractor by the City will not
be made while any such suits or claims remain unsettled.
GP-12 SCOPE AND INTENT OF SPECIFICATIONS AND PLANS
GP-12.1 GENERAL
These Specifications and Project Plans are intended to supplement, but not necessarily duplicate each
P 1 PP
other, and together constitute one complete set of Specifications and Plans so that any work exhibited
' in the one and not in the other, shall be executed just as if it has been set forth in both, in order that the
work shall be completed according to the complete design of the Engineer.
Should anything be omitted from the Specifications and Plans which is necessaryto a clear understanding
' of the work,or should it appear various instructions are in conflict,then the Contractor shall secure written
instructions from the Engineer before proceeding with.the construction affected by such omissions or
discrepancies. It is understood and agreed that the work shall be performed and completed according
' to the true spirit, meaning and intent of the contract, specifications and plans.
GP-12.2 FIGURED DIMENSIONS TO GOVERN
' Dimensions and elevations shown on the plans shall be accurately followed even though they differ from
scaled measurements. No work shown on the plans,the dimensions of which are not indicated shall be
executed until the required dimensions have been obtained from the Engineer.
GP-12.3 CONTRACTOR TO CHECK PLANS AND SCHEDULES
The Contractor shall check all dimensions,elevations and quantities shown on the plans,and schedules
' given to him by the Engineer,and shall notify the Engineer of any discrepancy between the plans and the
conditions on the ground,or any error or omission in plans,or in the layout as given by stakes,points, or
instructions,which he may discover in the course of the work. The Contractor will not be allowed to take
' advantage of any error or omission in the plans or contract documents,as full instructions will be furnished
by the Engineer should such error or omission be discovered, and the Contractor shall carry out such
instructions as if originally specified.
' The apparent silence of the Plans and Specifications as to any detail or the apparent omission from them
of a detailed description concerning any point, shall be regarded as meaning that only the best general
practices, as accepted by the particular trades or industries involved, shall be used.
' GP-12.4 STANDARD SPECIFICATIONS
Reference to standard specifications of any technical society,organization or association, or to codes of
local or state authorities, shall mean the latest standard, code, specification, or tentative specification
adopted and published at the date of taking bids, unless specifically stated otherwise.
' GP-13 CONSTRUCTION REPRESENTATIVE AT PROJECT
The City may appoint or employ such "Construction Representative" as the City may deem proper, to
observe the work performed under this Contract, to the end that said work is performed, in substantial
' accordance with the plans and specifications therefor.
The Project Representative assumes no direction of employees of the Contractor or Subcontractors and
' no supervision of the construction activities or responsibility for their safety. The sold duty of the Project
Representative during the construction is to the City to endeavor to protect against defects and
deficiencies in the work.
f Construction Representative
'
The Contractor shall regard and obey the directions and instructions o the Co u p
so appointed, when the same are consistent with the obligations of this contract and the specifications
therefor, provided, however, that should the Contractor object to any order given by the Construction '
Representative,the Contractor may make written appeal to the Engineer for his decision.
The Construction Representative and other properly authorized representatives of the City shall be free '
at all times to perform their duties, an intimidation or attempted intimidation of any one of them by the
Contractor or by any of his employees shall be sufficient reason, if the City so decides, to annul the
contract.
Such construction representation shall not relieve the Contractor from any obligation to perform said work '
strictly in accordance with the plans and specifications or any modifications thereof as herein provided,
and work not so constructed shall be removed and made good by the Contractor at his own expense,and '
free of all expense to the City, whenever so ordered by the Engineer, without reference to any previous
oversight in observation of work. Any defective material or workmanship maybe rejected by the Engineer
at any time before the final acceptance of the work, even though the same may have been previously
overlooked and estimated for payment. '
The Construction Representative shall have no authority to permit any deviation from the plans and
specifications except on written order from the Engineer,and the Contractor will be liable for any deviation '
except on such written order.
All condemned work shall be promptly taken out and replaced by satisfactory work, and all condemned
materials shall be promptly removed from the vicinity of the work. Should the Contractor fail or refuse to ,
comply with instructions in this respect the City may,upon certification by the Engineer,withhold payment
or proceed to terminate contracts as herein provided.
Reexamination of questioned work may be ordered by the Engineer,and if so ordered the work must be
uncovered by the Contractor. If such work be done in accordance with the Contract Documents,the City
shall pay the cost of reexamination and replacement. If such work be found not in accordance with the
Contract Documents,the Contractor shall pay such cost,unless he shall show that defect in the work was ,
caused by another contractor of the City and in that event the City shall pay such cost.
The Contractor shall furnish samples of testing purposes of any material required by the Engineer, and
shall furnish any information required concerning the nature or source of any material which he proposes '
to use.
GP-14 LINES AND GRADES ,
The Department of Community Development will set construction stakes establishing lines,scopes,and
continuous profiie grade in road work, and center-line and bench marks for culvert work, and
appurtenances as may be deemed necessary, and will furnish the Contractor, with all necessary '
information relating to lines, slopes, and grades, to lay out the work correctly. The Contractor shall
maintain these lines, grades,and bench marks and use them to lay out the work he is to perform under
this contract. ,
The Contractor shall notify the Department of Community Development not less than 48 hours before
stakes are required. No claims shall be made because of delays if the contractors fail to give such notice.
The Contractor shall carefully preserve stakes and benchmarks. If such stakes and benchmark become ,
damaged,lost,displaced,or removed by the Contractor,they shall be reset at his expense and deducted
from the payment for the work.
Any work done without being properly located and established by base lines,offset stakes,bench marks, '
or other basic reference points checked by the Construction Representative may be ordered removed and •
replaced at the Contractor's expense.
1
GP-16 CONTRACTOR'S RESPONSIBILITY FOR MATERIALS
' The Contractor shall be responsible for the condition of all materials furnished by him, and he shall
replace at his own cost and expense any and all such material found to be defective in design or
manufacture,or which has been damaged after delivery. This includes the furnishing of all materials and
labor required for replacement of any installed materials which is found to be defective at any time prior
' to the expiration of one year from the date of final payment.
The manufacturer of pipe for use on this project shall certify in writing to the City that all materials
furnished for use in this project do conform to these specifications. Whenever standard tests are
' conducted, he shall forward a copy of the test results to the City.
GP-16 WATER
' All water required for and in connection with the work to be performed shall be provided_bythe Contractor
at his sole cost and expense.
GP-17 POWER
' All power for lighting, operation of the Contractor's plant or equipment or for any other use by the
Contractor, shall be provided by the Contractor at his sole cost and expense.
' GP-18 SUPERINTENDENCE AND WORKMANSHIP
The Contractor shall keep on his work, during its progress, a competent superintendent and any
necessary assistants. The superintendent shall represent the Contractor in his absence and all directions
' given to him shall be as binding as if given to the Contractor.
The Contractor shall provide proper tools and equipment and the services of all workmen, mechanics,
tradesmen,and other employees necessary in the construction and execution of the work contemplated
N and outlined herein. The employees of the Contractor shall be competent and willing to perform
satisfactorily the work required of them. Any employee who is disorderly, intemperate or incompetent
or who neglects or refuses to perform his work in a satisfactorily manner, shall be promptly discharged.
' It is called particularly to the Contractor's attention that only first class workmanship will be acceptable.
GP-19 MAINTENANCE OF TRAFFIC
' Whenever any street is closed,the Police Department, Fire Department, and Ambulance Services shall
be notified prior to the closing. When a portion of the project is closed to through traffic,the Contractor
shall provide proper barricades and shall mark a detour route around the section of the project if
applicable. The route of all detours shall be approved by the Director of Community Development. All
' detour signing shall conform to the latest edition of the "Manual on Uniform Traffic Control Devices".
Throughout the project,wherever homes are served directly from a street or portion of a street which is
to be reconstructed under this project,the Contractor shall make every effort to provide access to each
' home every night. This work shall be subsidiary to the construction and no direct payment will be made
for it.
GP-20 BARRICADES AND LIGHTS
' All streets, roads,highways,and other public thoroughfares which are closed to traffic shall be protected
by means of effective barricades on which shall be placed acceptable warning signs. Barricades shall
be located at the nearest intersecting public highway or street on each side of the blocked section.
' All open trenches and other excavations shall be provided with suitable barriers, signs, and lights to the
extent that adequate protection is provided to the public. Obstructions, such as material piles and
equipment, shall be provided with similar warning signs and lights.
• All barricades and obstructions shall be illuminated by means of warning lights at night. All lights used
' for this purpose shall be kept burning from sunset to sunrise. Materials stored upon or alongside public
streets and highways shall be so placed,and the work at all times shall be so conducted,as to cause the
minimum obstruction and inconvenience to the traveling public.
All barricades, signs, lights and other protective devices shall be installed and maintained in conformity
with applicable statutory requirements, and in conformance with the Manual of Uniform Traffic Control
Devices. All necessary barricades, signs, lights and other protective devices will be furnished, installed ,
and maintained by the Contractor. This work shall be subsidiary to the construction and no direct payment
will be made for it.
=•-:. '
GP-21 EXISTING UNDERGROUND INSTALLATIONS AND STRUCTURES
Pipe lines and other existing underground installations and structures in the vicinity of the work to be done
hereunder are indicated on the plans according to the best information available to the City. The City '
does not guarantee the accuracy of such information. The Contractor shall make every effort to locate
all underground pipe lines, conduits and structures by contacting owners of underground utilities and by
prospecting in advance of the excavation. '
Any delays to the Contractor caused by pipe lines or other underground structures or obstructions not
shown by the plans, or found in locations different than those indicated, shall not constitute a claim for
extra work, additional payment or damages. '
No payment will be made to the Contractor for locating and protecting utilities and cooperating with'their
owners,and any damages caused to the utilities by the Contractor's negligence shall be repaired entirely '
at the Contractor's expense.
Utilities, other than sanitary sewers and water mains, which, in the opinion of the Engineer, must be
moved will be moved by the utility company at no cost to the Contractor. Sanitary sewers which must be '
moved shall be re-laid by the Contractor and paid for at the prices bid. Only sewers which must be moved
because of direct conflict with the storm sewer conduit will be paid for in this manner. Sewers damaged
by excavation but not in direct conflict with the storm sewer will be repaired at the Contractor's expense.
GP-22 PROTECTION OF WORK AND PROPERTY
The Contractor shall be accountable for any damages resulting from his operations. He shall be fully '
responsible for the protection of all persons including members of the public, employees of the City and
employees of other contractors or subcontractors and all public and private property including structures,
sewers and utilities above and below ground, along, beneath, above, across or near the site or sites of
the work, or other persons or property which are in any manner affected by the prosecution of the work. t
The Contractor shall furnish and maintain all necessary safety equipment such as barriers,signs,warning
lights and guards as required to provide adequate protection or persons and property. ,
The Contractor shall give reasonable notice to the owner or owners of public or private property and
utilities when such property is liable to injury or damage through the performance of the work, and shall
make all necessary arrangements with such owner or owners relative to the removal and replacement ,
or protection of such property or utilities.
In an emergency affecting the safety of life or of the work or of adjoining property,the Contractor,without
special instruction or authorization,is hereby permitted to act at his discretion to prevent such threatened
loss or injury,and he shall so act. Any compensation,claimed by the Contractor on account of emergency
work, shall be determined by agreement or arbitration.
The Contractor agrees to hold the City harmless from any and all loss or damages arising out of ,
jurisdictional labor disputes or other labor troubles of any kind that may occur during the construction or
performance of this contract.
GP-23 GUARANTEE OF MATERIALS AND WORKMANSHIP
The Contractor hereby guarantees the work in connection with this contract against faulty materials or •
poor workmanship during the period of one (1) year after the date of completion of the contract. '
GP-24 NO WAIVER OF RIGHTS
' Neither observation of work by the City or any of their officials, employees, or agents, nor any order by
the City for payment of money, or any payment for, or acceptance of, the whole or any part of the work
by the City, nor any extension of time, nor any possession taken by the City or its employees, shall
operate as a waiver of any provision of this contract, or of any power herein reserved to the City, or any
' right to damages herein provided, nor shall any waiver of any breach in this contract be held to be a
waiver of any other or subsequent breach.
' GP-25 USE OF COMPLETED PORTIONS
If desired by the City,portions of the work maybe placed in service when completed or partially completed.
and the Contractor shall give proper access to the work for this purpose;but such use and operation shall
' not constitute an acceptance of the work, and the Contractor shall be liable for defects due to faulty
construction until the entire work under this Contract is finally accepted and for the guarantee period
thereafter.
' GP-26 ADDITIONAL, OMITTED, OR CHANGED WORK
The Owner,without invalidating the Contract,may order additional work to be done in connection with the
' Contractor may alter or deduct from the work,the Contract sum to be adjusted accordingly. All such work
shall be executed to the same standards of workmanship and performance as though therein included.
The Engineer shall have authority to make minor changes in the.work, not involving cost, and not
' inconsistent with the purposes of the work.
Except for adjustments of estimated quantities for unit price work or materials to conform to actual pay
quantities therefor as may be provided for in the Special Conditions, all changes and alterations in the
terms or scope of the Contract shall be made under the authority of duly executed change orders issued
and signed by the Owner and accepted and signed by the Contractor. All work increasing the cost shall
be done as authorized by the Owner and ordered in writing by the Engineer, which order shall state the
location,character,amount,and method of compensation. No additional or changed work shall be made
unless in pursuance of such written order by the Engineer, and no claim for an addition to.the Contract
sum shall be valid unless so ordered.
' If the modification or alteration increases the amount of work to be done,and the added work or any part
thereof is of a type and character which can be properly and fairly classified under one or more unit price.
items of the Proposal, then such added work or part thereof shall be paid for according to the amount
' actually done and at the applicable unit price or prices therefor. Otherwise, such work shall be paid for
as "Extra Work" as hereinafter provided in this Article GP-26.
If the modification or alteration decreases the amount of work to be done, such decrease shall not
constitute the basis for a claim for damages or anticipated profits on work affected by such decrease.
Where the value of omitted work is not covered by applicable unit prices, the Engineer shall determine
on an equitable basis the amount of:
' 1. Credit due the Owner for Contract work not done as a result of an authorized change.
2. Allowance to the Contractor for any actual loss incurred in connection with the purchase,delivery
' and subsequent disposal of materials or equipment required for use on the work planned and
which could not be used in any part of the work as actually built.
' 3. Any other adjustment of the Contract amount where the method to be used in making such
• adjustments is not clearly defined in the contract documents.
' Statements for extra work shall be rendered by the Contractor not later than fifteen (15) days after the
completion of each assignment of extra work and if found correct will be approved by the Engineer and
submitted for payment with the next regular monthly estimate.
The Owner reserves the right to contract with any person or firm other than the Contractor for any or all
extra work. The Contractor's attention is especially called to the fact that he shall be entitled to no claim
for damages or anticipated profits on any portion of the work that may be omitted. ,
Extra Work:
(a) The term "Extra Work" shall be understood to mean and include all work that may be required to '
accomplish any change or alteration in or addition to the work shown by the Plans or reasonably implied
by the Specifications and not covered by the Contract proposal items and which is not otherwise provided
under this Article GP-26.
(b) The Contractor shall perform all extra work under the direction of the Engineer when authorized by
the Owner. The compensation to be paid the Contractor for performing extra work shall be determined ,
by one or more of the following methods:
1. Method A: By agreed unit price
2. Method B: By agreed lump sum '
3. Method C: If neither Method A or B can be agreed upon before the work is started,then the work
shall be by force account as per Section 109, Measurement and Payment, of the Missouri '
Standard Specification for Highway Construction,as published bythe Missouri State Highway and
Transportation Commission.
GP-27 SUSPENSION OF WORK ,
The Owner may at any time suspend the work, or any part thereof by giving ten (10) days notice to the
Contractor in writing. The work shall be resumed by the Contractor within ten (10) days after the date
fixed in the written notice from the Owner to the Contractor to do so.
But if the work, or any part thereof, shall be stopped by the notice in writing aforesaid, and if the Owner '
does not give notice in writing to the Contractor to resume within a reasonable period of time, then the
Contractor may abandon that portion of the work so suspended and he will be entitled to the estimates
and payments for all work done on the portions abandoned, if any.
GP-28 OWNER'S RIGHT TO DO WORK '
If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this
contract,the Owner, after ten (10) days written notice to the Contractor, may, without prejudice to any '
other remedy he may have, make good such deficiencies and may deduct the cost thereof from the
payment then or thereafter due the Contractor.
GP-29 OWNER'S RIGHT TO TERMINATE CONTRACT '
If the Contractor should be adjudged a bankrupt, or if he should make a general assignment for the '
benefit of his creditors, or if a receiver should be appointed on account of his insolvency,or if he should
persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided,
to supply enough properly skilled workmen or proper materials, or if he should fail to make prompt
payment to subcontractors or for material or labor, or persistently disregard laws, ordinances or the '
instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the
Contract, then the Owner may, without prejudice to any other right or remedy and after giving the
Contractor five(5)days written notice,terminate the employment of the Contractor and take possession ,
of the premises and of all materials, tools, and appliances thereon and finish the work by whatever
method he may deem expedient.
In such case, no further payment will be made the Contractor until the work is finished. If the unpaid ,
balance of the contract price shall exceed the expense of finishing the work, including compensation for
additional managerial and administrative services,such expenses shall be paid to the Contractor. If such
expense shall exceed such unpaid balance,the Contractor shall pay the difference to the Owner.
•
' GP-30 CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT
If the work should be stopped under an order of any court, or other public authority,for a period of three
' months,through no act or fault of the Contractor or of anyone employed by him,then the Contractor may,
upon five(5)days written notice to the Owner and the Engineer,stop work or terminate his contract and
recover from the Owner payment for all work executed and any loss sustained upon any plant or-materials
and reasonable profit and damages.
GP-31 LOSSES FROM NATURAL CAUSES
' All loss or damage arising out of the nature of the work to be done,of from the action of the elements, or
from floods or overf lows,or from ground water,or from any unusual obstruction of difficulty,or any other
natural or existing circumstances either known or unforeseen, which may be encountered in the
prosecution of the said work,shall be sustained and borne by the Contractor at his own cost and expense.
' GP-32 SUNDAY, HOLIDAY AND NIGHT WORK
No work shall be done between the hours of 6:00 p.m. and 7:00 a.m., nor on Sundays or legal holidays,
' without the written approval of the City. However, work necessary in case of emergencies or for the
protection of equipment or finished work may be done without the City's approval.
' Night work may be established by the Contractor as a regular procedure with the written permission of
the City; such permission however, may be revoked at any time by the City if the Contractor fails to
maintain adequate equipment and supervision for the proper prosecution and control of the work at night.
NGP-33 UNFAVORABLE CONSTRUCTION CONDITIONS
During unfavorable weather, wet ground, or other suitable construction conditions,the Contractor shall
' confine his operations to work which will not be affected adversely thereby. No portion of the work shall
be constructed under conditions which would affect adversely the quality or efficiency thereof, unless
special means or precautions are taken bythe Contractorto perform the work in a proper and satisfactory
manner.
' GP-34 MATERIALS AND EQUIPMENT
' Unless specifically provided otherwise in each case,all materials and equipment furnished for permanent
installation in the work shall be new, unused,and undamaged when installed or otherwise incorporation
in the work. No such material or equipment shall be used by the Contractor for any purpose other than
that intended or specified, unless such use is specifically authorized by the Engineer in each case.
GP-35 DEFENSE OF SUITS
' In case any action at law or suit in equity is brought against the City or any officer or agent of them for or
on account of the failure,omission, or neglect of the Contractor to do and perform any of the covenants,
acts, matters, or things by this contract undertaken to be done or performed,or for the injury or damage
caused by the negligence or alleged negligence of the Contractor or his subcontractors or his or their
' agents, or in connection with any claim or claims based on the lawful demands of subcontractors,
workmen, material men, or suppliers of machinery and parts thereof, equipment, power tools, and
supplies incurred in the fulfillment of this contract,the Contractor shall indemnify and save harmless the
' City and their officers and agents, of and from all losses, damages, costs, expenses, judgments, or
decrees whatever arising out of such action or suit that may be brought as aforesaid.
• GP-36 CHANGE ORDER
Any changes or additions to the scope of work shall be through a written order from the Engineer to the
Contractor directing such changes in the work as made necessary or desirable by unforeseen conditions
or events discovered or occurring during the progress of the work. •
GP-37 CONTRACT TIME ,
The time for the completion of the work is specified and it is an essential part of the contract. The
Contractor will not be entitled to any extension of contract time because of unsuitable weather condition ,
unless suspension of the work for such conditions was authorized in writing by the Engineer.
If the time for the completion of the work is based upon working days, this time will be specified in the
contract. A working day is defined as any day when, in the judgment of the Engineer, soil and weather ,
conditions are such as would permit any then major operation of the project for six (6) hours or over
unless other unavoidable conditions prevent the Contractor's operation. If conditions are such as to stop
work in less than six (6) hours, the day will not be counted as a working day. ,
No working days will be counted from December 15 to March 15, both dates inclusive. Saturdays,
Sundays, and City holidays will not be counted as working days any time during the year.
GP-38 CONTRACT TIME EXTENSION '
The Engineer may make allowance for time lost due to causes which he deems justification for extension ,
of contract time. If the Contractor claims an extension of contract time on the grounds that he is unable
to work due to causes beyond his control, he shall state his reasons in writing, furnish proof to establish
his claim and state the approximate number of days he estimates he will be delayed. Notice of intention
to claim an extension of contract time on the above grounds shall be filed with the Engineer at the time ,
the cause or causes occur and the claim shall be filed in writing within 30 days after the claimed cause
for the delay has ceased to exist.
GP-39 LIQUIDATED DAMAGES
Time is an essential element of the contract and it is therefore important that the work be pressed
vigorously to completion. Should the Contractor or in case of default the surety fail to complete the work '
within the time specified in the contract, or within such extra time as maybe allowed in the manner set
out in the preceding sections, a deduction of an amount as set out in the contract will be made for each
day and every calendar day that such contract remains uncompleted after the time allowed for the '
completion. The said amount set out in the proposal is hereby agreed upon, not as a penalty but as
liquidated damages for loss to the City and the public, after the expiration of the time stipulated in the
contract,and will be deducted from any money due the Contractor under the contract,and the Contractor
and his surety shall be liable for any and all liquidated damages. Permitting the Contractor to continue '
and finish the work or any part of it after the expiration of the specified time,or after any extension of the
time, shall in no way operate as a waiver on the part of the City or any of its rights under the contract.
GP-40 MEASUREMENT AND PAYMENT '
(a) BASIS FOR PAYMENT
Contractor will be paid for quantities actually constructed or performed as determined by field '
measurement (except as may be hereinafter provided) at the unit price bid for the items listed in the
schedule of the Bid or for such extra work as may be authorized and approved by the Engineer. The cost
of incidental work not listed in the schedule of the Bid but necessary for the completion of the project shall
be included in bid items.
(b) DEDUCTIONS FOR UNCORRECTED WORK ,
If the Engineer deems it expedient not to correct work that has been damaged or that was not done in •
accordance with the Contract, an equitable deduction from the Contract price shall be made therefore.
(c) LUMP SUM ITEMS
Payment for each lump sum item shall be at the lump sum bid for the item,complete in place, and shall t
1
include the costs of all labor, materials, tools, and equipment to construct the item as described herein
• and to the limits shown on the plans.
' (d) PARTIAL PAYMENT
Partial payment will be made on a monthly basis. The payment shall be based on the work that has been
found generally acceptable under the contract by the Engineer or inspector. A retainer equal to 10% of
the amount of work completed to date shall be withheld.
' (e) ACCEPTANCE AND FINAL PAYMENT
Upon receipt of Written notice that the work is ready for final inspection and acceptance,the Engineer will
promptly make such inspection, and when he finds the work acceptable under the Contract and the
' Contract fully performed he will promptly issue a final certificate, over his own signature, stating that the
work required by this contract has been completed and is acceptable by him under the terms and
conditions thereof, and the entire balance found to be due the Contractor, including the retained
percentage, shall be paid to the Contractor by the City of Jefferson within thirty(30) days after the date
of said final certificate.
(f) AFFIDAVIT OF COMPLIANCE
' Monies due to the Contractor will not be delivered to the Contractor without presentation to the
Department of Community Development an Affidavit of Compliance with Prevailing Wage Law on
prescribed form attached to the back of these contract documents.
GP-41 RELEASE OF LIABILITY
The acceptance by the Contractor of the last payment shall operate as and shall be a release to the
Owner and every officer and agent thereof,from all claims and liability to the Contractor for anything done
or furnished for, or relating to the work, or for any act or neglect of the Owner or of any person relating
to or affecting the work.
' GP-42 CERTIFICATIONS
' GP-42.1 All suppliers of materials such as drainage pipe or handrail and all suppliers of asphaltic
concrete or portland cement concrete mixtures shall certify in writing that the product as
supplied conforms fully with these specifications. Such certification shall be delivered
' in triplicate to the Department of Community Development at least 24 hours before the
product is to be used on the project.
GP-42.2 The City, at its option, may perform or have performed such tests as may be deemed
' necessary to further assure that only specified materials are incorporated into the work.
GP-43 LOCAL PREFERENCE
' In making purchases or in letting contracts for the performance of anyjob or service,the purchasing agent
shall give preference to all firms,corporations or individuals which maintain offices or places of business
within the corporate limits of the City of Jefferson, when the quality of the commodity or performance
' promised is equal or better and the price quoted is the same or less.
GP-44 PREFERENCE FOR U.S. MANUFACTURED GOODS
' On purchases in excess of$5,000,the City shall select products manufactured,assembled or produced
• in the United States, if quantity,quality,and price are equal. Every contract for public works construction
or maintenance in excess of$5,000 shall contain a provision requesting the contractor to use American
products in the performance of the contract.
GP-45 AWARD OF CONTRACT-REJECTION OF BIDS
All bidders are required to submit with bid Minority Business Enterprise Eligibility Forms for all •
subcontractors and suppliers who the contractor intends to use on the project. Compliance with this
requirement and the Minority Business Enterprise Program shall be a consideration for award of this '
contract.
The contract will be awarded to the lowest and best responsible bidder on the base bid proposal, ,
complying with the conditions of the Advertisement for bids and Specifications, providing the bid is
reasonable and it is in the interest of the City of Jefferson, Missouri to accept same. The bidder to whom
an award is made will be notified at the earliest possible date. The City of Jefferson,however, reserves
the right to reject any and all bids and to waive all informalities in bids received whenever such rejection ,
or waiver is in their interest.
GP-46 AFFIDAVIT OF COMPLIANCE WITH PUBLIC WORKS' CONTRACTS LAW
Upon completion of project and prior to final payment,each contractor and subcontractor hereunder shall
file with the City of Jefferson, Missouri, Department of Community Development, an affidavit stating that
the contractor or subcontractor has fully complied with the provisions and requirements of Section ,
290.290, RSMo(1994 as amended),an act relating to public works contracts. The City of Jefferson shall
not issue a final payment until such affidavit is filed.
GP-47 MISSOURI LABORER REQUIREMENT ,
Whenever there is a period of excessive unemployment in Missouri, which is defined as any month
immediately following two consecutive calendar months during which the level of unemployment in the ,
State has exceeded five percent(5%)as measured by the U.S. Bureau of Labor Statistics in its monthly
publication of employment and unemployment figures, only Missouri laborers or laborers from non-
restrictive states may be hired by the contractor or subcontractors to work on this Public Works'contract.
An exception shall exist when Missouri laborers or laborers from non-restrictive states are not available
or are incapable or performing the particular type of work involved, if so certified by the contractor or
subcontractor hereunder and approved by the Director of Community Development of the City of
Jefferson, Missouri. Nor does this provision apply to regularly employed non-resident executive, '
supervisory or technical personnel or projects where federal aid funds are being utilized in the act and this
provision would conflict with any federal statute, rule or regulation.
Laborers from non-restrictive states means persons who are residents of a state which has not enacted '
state laws restricting Missouri laborers from working on public works projects in that state,as determined
by the Missouri Labor and Industrial Relations Commission. A Missouri laborer means any person who
has resided in Missouri for at least thirty(30)days and intends to become or remain a Missouri resident. ,
GP-48 LIABILITY FOR COMPLIANCE WITH PUBLIC WORKS CONTRACTS LAW AND
MISSOURI LABORER REQUIREMENT
In the event a contractor or subcontractor hereunder files with the City of Jefferson an affidavit stating that ,
the contractor or subcontractor has fully complied with the provisions and requirements of Section
290.290, RSMo (1994 as amended), when in fact the contractor or subcontractor has not complied,to ,
the extent that any liability is assessed against the City of Jefferson,Missouri,or any additional expenses
are incurred by the City of Jefferson, Missouri, any contractor making the false statement, or whose
subcontractor makes a false statement, shall hold harmless and indemnify the City for any liability
assessed against it or any additional expenses incurred. ,
Any contractor who fails to comply with the requirements of hiring only Missouri laborers or laborers from
non-restrictive states,absent statutory exceptions,wheneverthere is a period of excessive unemployment ,
in Missouri,agrees to hold harmless and indemnifythe City of Jefferson,Missouri,for any liabilitythat may
be assessed against it or any additional expenses incurred by the City of Jefferson, Missouri, because •
of the contractor or subcontractor's failure to comply.
END OF GENERAL PROVISIONS ,
SPECIAL PROVISIONS
' FORWARD: The provisions of this section take precedence over any other provisions in
these specifications.
SPA PARTIAL ACCEPTANCE OF BID
The City reserves the right to accept any part or the entire bid for the project.
SP-2 PRE-CONSTRUCTION CONFERENCE
' Prior to starting work, a pre-construction conference will be held to discuss the project,
its scheduling and its coordination with the work of others. It is expected that this
conference will be attended by representatives of the Owner, the Engineer, the
' Contractor and his Subcontractors, and the Utilities, as well as representatives of any
other affected agencies which the Owner may wish to invite.
The work schedule specified in Section IB-23 of the Information for Bidders will be
submitted at the conference.
' SP-3 PREVAILING WAGE LAW
Bidders are hereby advised that compliance with the Prevailing Wage Law, Section
290.210 through 290.340 inclusive of the Revised Statutes of Missouri, is a requirement
' of this contract. (Reference Section I13-20)
Section 290.265 requires that a clearly legible statement of all prevailing hourly wage
rates should be kept posted in a prominent and easily accessible place at the site by
each contractor and subcontractor engaged in public works projects, and that such
notice shall remain posted during the full time.
SP-4 PROOF OF INSURANCE
All certificates of insurance provided for this project shall be insured directly from the
company affording coverage. Certification from a local agent in not acceptable without
the necessary paperwork empowering and authorizing the agent to sign surety's name.
In addition, when an aggregate amount is included, a statement of the amount of that
aggregate'available to date shall also be attached.
' SP-5 TECHNICAL SPECIFICATIONS AND DETAILS
The Technical Specifications for this project shall consist of the 2004 version of the
Missouri Standard Specifications for Highway Construction except as modified or
contradicted by the City's Contract, Technical Specifications, General Provisions,
Special Provisions, Detail Plans, and any special or specific Specifications as included in
' the contract documents.
All construction details included with the plans and those contained in the City of
Jefferson Standard Drawings Revised Edition 1/2006 and attached hereto shall be used
in constructing this project.
The City's Technical Specifications for use on this project shall be the "CITY OF
JEFFERSON TECHNICAL STREET SPECIFICATIONS, REVISED OCTOBER, 2000".
• These specifications can be found on the City's website at www.weffcitymo.org and are
available upon request from the Department of Community Development.
SP-6 PERMITS
The City of Jefferson has obtained a General Operating Permit (Permit No. MO- ,
R100031) from the State of Missouri Department of Natural Resources Missouri Clean
Water Commission for construction and land disturbance activity, which covers the work
entailed in this project. In signing the contract the contractor obligates himself to follow
the provisions of the permit. A copy of the permit is available upon request at City Hall,
and will be provided to the winning contractor at the pre construction conference.
SP-7 PROTECTION OF ADJACENT PROPERTIES '
Surface water shall be diverted and otherwise prevented from entering or damaging
adjacent property as a result of precipitation during construction.
SP-8 SEQUENCING AND EROSION CONTROL
Upon receiving a notice to precede the contractor shall begin work on the Edward St.
Modular Wall (pages E1 & E2 of these plans). There after the contractor shall sequence
the project in a manner acceptable to the engineer that will limit the potential of sediment
being transported from the site.
SP-9 ACCESS TO ADJACENT PROPERTIES
Prior to the removal of the driveways to any dwellings or buildings, the Contractor shall
notify the inhabitants of such structures that the use of the driveways or access will be '
temporarily affected. Notice shall be of sufficient length to allow the persons affected to
remove vehicles and other items that may be inaccessible during construction activities.
'The contractor shall provide for vehicular access to all adjacent properties at the end of
each working day.
Pedestrian access shall be maintained at all times. Suitable access shall be provided
across trenches, ditches or other barriers and obstacles for pedestrian traffic.
Appropriate devices shall be used to warn the public of the dangers that may be present.
SP-10 CONSTRUCTION STAKING
The construction staking for this project will be performed by the City of Jefferson. The
staking will be provided in stages including, utility relocation, stormwater and sewer,
retaining walls, and sidewalk staking. Any restaking required due to the destruction of ,
the original stakes can be provided to the contractor at the City Standard hourly rate.
The contractor shall provide two working days notice of any staking he wishes to have
performed. '
SP-11 CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL
The City will provide the contractor with up to six Leslie Blvd. placquards at no charge, to
be displayed with detour signs as specified on page 3 of these plans. The contractor
shall provide three working days notice of any signs being needed and shall return these
signs at the closure of the project.
On all streets closed to traffic the contractor shall provided the necessary traffic control
as specified on page 3 of these plans and in accordance with the MUTCD. The
contractor in closing the street shall meet the notification of closure specified in GP— 19
as well as notifying adjacent landowners. •
On all streets open to traffic the contractor shall provide the necessary traffic control
' personnel, such as flagmen, and any signing, warning devices and signs necessary to
• maintain traffic flow. All work shall be in accordance with the Manual on Uniform Traffic
' Control Devices (MUTCD). Signs, cones, and barricades shall be placed both to protect
workers and equipment and to protect the public by marking open trenches and other
potential dangers. A typical lane closure where 2 travel lanes cannot be maintained has
' been provided for on page 3 of these plans.
SP-12 ROCK REMOVAL
No explosives shall be used on this project. Rock shall be removed by mechanical
1 chipping, jack-hammering or other methods approved by the Engineer.
' SP-13 UTILITIES
The Contractor shall expose all utility crossings to establish location and depths prior to
construction. The necessary adjustment of utility services such as water, gas, telephone,
' electric and sanitary sewer, including meters, valves, manholes and other
appurtenances not specifically called out on the plans shall be subsidiary to the work.
SP-14 PARKING LOT ISLAND
' Prior to construction the contractor shall make arrangements with AmerenUE for the
relocation of the utility pole and anchors near Sta. 5+31 to the island or preferred
location of their choice.
Notice of construction with in the parking lot shall be given by the contractor to the
adjacent property owners a minimum of 48 hours in advance. During construction the
Ncontractor shall make every effort to limit the affect of construction on the surrounding
traffic and parking.
' This item will be paid as curb and gutter.
SP-15 SPRINKLER HEADS
' The contactor shall move lawn sparkler heads that conflict with the proposed sidewalk
and inlets. All conflicting shall be moved to a new location outside of the proposed
improvements and shall be adjusted by the contractor to cover the same lawn area.
' SP-16 STORMWATER STRUCTURES
Precast stormwater structures will not be allowed for this project.
' Inlets G & H shall be constructed with typical inlet boxes and extended throats to avoid
the existing water line.
' SP-17 STORMWATER PIPING
All the RCP piping shall be Class III concrete.
All the CSP piping shall be Type 2 Angular Riveted Aluminized Steel.
SP-18 SANITARY SEWER CONSTRUCTION
' During construction the contractor shall keep all sanitary sewer lines active through the
• duration of the project and take all care to limit damage to the existing sanitary sewer
system. Any damage due to negligence shall be repaired at the contractor's expense.
I ,
The Contractor shall notify the City of Jefferson Wastewater Division 72 hours prior to t
the activation of manholes 3 and 4. Furthermore the contractor will adjust all manholes
to be flush with the proposed grade. '
SP-19 DETECTABLE WARNING PANELS
The proposed panels shall be CAST in TaCT Detectable Warning Panels cast-in-place '
tiles.
The Contractor shall follow the manufactures recommendations for the installation of the
panels. The panels shall match the slope of the ramp and shall be placed such that no 1
vertical displacement occurs between the panel and the surrounding concrete.
The panels are to be Salem Red in color, and shall be made up of 2.5' panels or other '
widths as approved by City Engineer.
SP-20 MODULAR BLOCK WALL '
The modular block walls shown on the plans shall be considered layouts only. The
contractor shall retain a engineer licensed in the state of Missouri to prepare a final wall
design, or shall provide sealed shop drawings for the modular block wall designs as '
provided by the manufacturer. The contractor shall submit a set of sealed drawings for
review and approval prior to the construction of the wall. The blocks used in the wall
shall be Versa-Lok Standard Blocks and shall be gray in color, or approved equal. The ,
blocks must be solid; no hollow core blocks will be accepted.
SP-21 TOE WALL AND STRUCTRUAL CONCRETE WALL
The proposed concrete walls shall be constructed as shown on the plans. All exposed
surface on the face of the wall shall be free from honeycomb and visually clear of excess
concrete.
SP-22 TRENCH DRAIN
The proposed trench drains shall be constructed as shown on the plans or as approved
by the engineer. '
This structure shall be cast in place, be flush with the sounding grade, and tied in to the
abutting sidewalk using 3 equally spaced 9"#4 bars per side of drain. The metal
diamond plate shall be 1/2" thick and fit reasonably well with the 1/2" metal frame. The
frame and plate shall interlock and be connected using a '/4"flat head threaded bolt.
The contractor shall tie the drain into the existing 8" gutter drain and day light the vertical '
top end of the T-section for maintenance purposes.
SP-23 TOPSOIL IN AREAS TO BE SEEDED '
The top six (6) inches of all areas of the project to be vegetated shall be free of rocks,
stones and clods prior to seeding. This may require the contractor to utilize a mechanical
rock rake, hand picking of stones, and/or placement of six (6) inches of clean topsoil in '
those areas to be vegetated. No direct payment will be made for this requirement. All
areas to be vegetated shall be inspected prior to seeding, and any deficiency shall be
corrected prior to the seed application '
SP-24 HYDROSEEDING •
All disturbed areas of the project not paved or scheduled to be covered with straw '
blanket or sod shall be seeded using the hydro seeding method. The seed mixture shall
be 80% Millenium Fescue, 10% Pizzazz Rye, and 10% Brooklawn Bluegrass. The
' seeding rate shall be 350 pounds to the acre. The hydro seeding mixture shall contain
Second Nature Paper Fiber Mulch at a rate of 2000 pounds per acre. Additionally the
mixture shall contain Finn-Hydromax Additive at a rate of 5 gallons per acre, Finn-HPN
Soluble Fertilizer(10-44-6) at a rate of 7.5 pounds per acre, and EarthGuard Fiber
' Matrix Erosion Control System at a rate of 4 gallons per acre. Like materials from other
manufactures may be accepted upon review by the project engineer.
' The contractor shall use all necessary means to ensure that the hydro seeding mixture is
not applied to the sidewalk or other existing improvements, and shall clean any such
surface to which the mixture is inadvertently applied.
SP-25 ALTERNATE A, B, & C
For this project the City will select either alternative A, alternative B, or alternative C.
' For all alternatives the pipe depth, slope, and length will be the same, and headwall will
be constructed according to pipe size. Pipe used in all alternatives shall be Class III
' RCP (concrete pipe), Type 2 Annular Riveted Aluminized Steel (corrugated steel pipe),
or High Density Polyethylene (HDPE).
' SP-26 ALTERNATE D
This is an alternative to converting and existing sanitary sewer manhole into a drop
manhole (item 21).
N SP-27 MEASUREMENT AND PAYMENT
Item No. 1 — Construction Signage/Traffic Control
This item shall include all labor, material, equipment, and services necessary to
' provide the signage shown on the traffic control plan (page 3 of 15), and all .
barrels, cones, flaggers, and other apparatus needed to meet the requirements
of the MUTCD and aforementioned special provision 11. This item dose not
' included the cost of obtaining the Leslie Blvd. sign that accompanies the detour
sign, as they will be provided to the contractor by the City of Jefferson. The work
provided herein will not be measured for payment, but will be considered a lump
' sum unit and will be paid at the lump sum bid price.
Item No. 2 — Removals
' This item shall include all labor, material, equipment, and services necessary to
remove the improvements on the site. The requirements for these removals are
contained in the Technical Street Specifications TS-1.2 to TS-1.2.4. The work
provided herein will not be measured for payment, but will be considered a lump
sum unit and will be paid at the lump sum bid price.
Item No. 3 -Rock Excavation
This item shall included all labor, material, equipment, and services necessary for
the mechanical removal of rock. Rock is defined as being sandstone, limestone,
chert, granite, sillstone, quartzite, slate, occurring in its natural undisturbed state,
' hard and unweathered or similar material in masses more than 1.5 yard in
volume, in ledges six inches or more in thickness. The work provided here in will
• be measured by the cubic yard, and will be paid in a like fashion at the unit price.
1
1
Item No. 4— Earth Work
This item shall include all labor, material, equipment, and services necessary to
grade the site to the elevations shown on the plans. This work consists of but is '
not limited to, hauling, placement, compaction, sub grade preparation, and finish
grading. It shall also include the necessary placement and grading of topsoil
materials in areas that are to be vegetated. It does not include any excavation, '
fill, material, or other work associated with modular wall. The work provided
herein will not be measured for payment, but will be considered a lump sum unit
and will be paid at the lump sum bid price.
Item No. 5—Sub Grade Stabilization '
This item shall include all labor, material, equipment, and services necessary to
identify and stabilize unsuitable soil encountered within the project limits. In a '
case where unsuitable material in found, the contractor, under-the direction of the
engineer shall furnish and place stone (the size of which will be determined by
the engineer based on the conditions) as required to provide a stable sub-grade. ,
Where possible, a portion of the stone shall be mixed with existing soil to create
a stable sub grade. This item shall also include the removal of the unsuitable
material and its disposal off-site. The work provided herein will be measured by 1
the ton of stone provided based on tickets submitted to the City at the time the
work is undertaken, with payment being made by the ton at the bid unit price.
Item No. 6 —Silt Fence '
This item shall include all labor, material, equipment, and services necessary for
the installation of silt fence as detailed in the City of Jefferson Standard Drawings
and in locations as directed by the engineer. This item shall also include the
removal and disposal of the fence after the establishment of grass. Measurement
will be made by the linear foot of fence installed, and will be paid by the linear
foot at bid unit price. ,
Item No. 7 —Sprinkler Heads
This item shall include all labor, material, equipment, and services necessary for '
the adjustment of the existing lawn sprinkler heads, all fittings, piping adjustment,
and any other items or work required for their relocation. The adjustment shall
meet and follow the industry standards and practices and aforementioned special '
provision 15. The work provided herein will not be measured for payment, but
will be considered a lump sum unit and will be paid at the lump sum bid price.
Item No. 8 —Water Meter/Valve ,
This item shall include all labor, material, equipment, and services necessary for
the adjustment of the existing utility meters. The adjustment shall meet and
follow the standards set forth by the respective utilities and brought to the '
proposed grade. The work provided herein will be measured per each meter
adjusted, and will be paid in a like fashion at the bid unit price.
Item No. 9 — Gas Meter/Valve ,
This item shall include all labor, material, equipment, and services necessary for
the adjustment of the existing utility valve. The adjustment shall meet and follow '
the standards set forth by the respective utilities and brought to the proposed •
grade. The work provided herein will be measured per each valve adjusted, and
will be paid in a like fashion at the bid unit price '
Item No. 10—6' x 3' Type "A" Inlet
' This item shall include all labor, material, equipment, and services necessary for
the construction of a 6' x 3' Type "A" Inlet as shown on the plans and detailed in
the City of Jefferson Standard Drawings and'aforementioned special provision
' 16. The work provided herein will be measured per each inlet constructed, and
will be paid in a like fashion at the bid unit price.
Item No. 11 — 6' x 4' Type "A" Inlet
' This item shall include all labor, material, equipment, and services necessary for
the construction of a 6' x 4' Type "A" Inlet as shown on the plans and detailed in
the City of Jefferson Standard Drawings and aforementioned special provision
' 16. The work provided herein will be measured per each inlet constructed, and
will be paid in a like fashion at the bid unit price.
' Item No. 12 — 6' x 5' Type "A" Inlet
This item shall include all labor, material, equipment, and services necessary for
the construction of a 6' x 5' Type "A" Inlet as shown and noted on the plans and
' detailed in the City of Jefferson Standard Drawings and aforementioned special
provision 16. The work provided herein will be measured per each inlet
constructed, and will be paid in a like fashion at the bid unit price.
' Item No. 13— 6' x 4' Type "C" Inlet
This item shall include all labor, material, equipment, and services necessary for
the construction of a 6' x 4' Type "C" Inlet as shown on the plans and detailed in
the City of Jefferson Standard Drawings and aforementioned special provision
16. The work provided herein will be measured per each inlet constructed, and
will be paid in a like fashion at.the bid unit price.
Item No. 14—Concrete Headwall (30"RCP).
This item shall include all labor, material, equipment, and services necessary for
' the construction of a concrete headwall as shown and noted on the plans and
detailed in the City of Jefferson Standard Drawings and aforementioned special
provision 16. The work provided herein will be measured per each headwall
' constructed, and will be paid in a like fashion at the bid unit price.
Item No. 15— 15" Dia. RCP Class II I
This item shall include all labor, material, equipment, and services necessary for
' the installation of 15" Dia. CSP as shown on the plans, and as specified in the
City of Jefferson Standard Drawings and aforementioned special provision 17.
This shall include but is not limited to, trenching, bedding, haunching, backfilling,
and surface repair. This item does not include any rock excavation, as it will be
paid under a separate item. The work provided herein will be measured by the
linear foot of installed pipe, and will be paid in a like fashion at the bid unit price.
' Item No. 16 — 30" Dia. RCP Class II I
This item shall include all labor, material, equipment, and services necessary for
' the installation of 30" Dia. RCP as shown on the plans, and as specified in the
City of Jefferson Standard Drawings and aforementioned special provision 17.
• This shall include but is not limited to, trenching, bedding, haunching, backfilling,
' and surface repair. This item does not include any rock excavation, as it will be
paid under a separate item. The work provided herein will be measured by the
linear foot of installed pipe, and will be paid in a like fashion at the bid unit price.
Item No. 17— Pipe Abandonment ,
This item shall include all labor, material, equipment, and services necessary for
the abandonment of existing piping. This item shall include but is not limited to, ,
grouting, sealing, and surface repair. The work provided herein will be measured
by the cubic yard of grout injected, and will be paid in a like fashion at the unit
price.
Item No. 18—Abandonment of Junction Box and Manhole ,
This item shall include all labor, material, equipment, and services necessary for
the abandonment of exiting junction box and manhole indicated on the plans. '
This item shall include but is not limited to, capping pipes in or out, filling inlet
with approved material, and removing the existing structure to a minimum of 2'
below finished grade. The work provided herein will be measured per each ,
structure abandoned, and will be paid in a like fashion at the bid unit price.
Item No. 19— SS Manhole 4' Dia. —Construct up to 6' in depth '
This item shall include all labor, material, equipment, and services necessary for
the construction of a 4' Dia. sanitary sewer manhole to 6' in vertical depth. The
manhole is to be constructed as shown on the plans, as detailed in the City of
Jefferson Standard Drawings and aforementioned special provision 18. This '
item shall include all connections to the existing system and all necessary by
pass pumping required for the construction of the manholes and sewer. This
item does not include any vertical foot construction beyond 6' in depth as it will
be paid under item 20. The work provided herein will be measured per each
structure constructed, and will be paid in a like fashion at the bid unit price.
Item No. 20— SS Manhole 4' Dia. — Depth beyond 6' ,
This item shall include all labor, material, equipment, and services necessary for
the construction of 4' Dia. sanitary sewer manholes more than 6' in vertical '
depth. The manholes are to be constructed as shown on the plans, as detailed in
the City of Jefferson Standard Drawings and aforementioned special provision
18. This item shall include all additional depth beyond 6' in depth. This item '
does not include connections to the existing system and any necessary bypass
pumping required for the construction of the manholes and sewer, as it will be
paid under item 19. The work provided herein will be measured per vertical foot
constructed in excess of 6' and rounded down to the nearest .5', and will be paid ,
in a like fashion at the bid unit price.
Item No. 21 — Convert to Drop Manhole
This item shall include all labor, material, equipment, and services necessary for
the conversation of a 4' Dia. sanitary sewer manhole to a drop manhole. The
drop manhole is to be constructed as shown on the plans and aforementioned ,
special provision 18. This item shall include all connections to the existing
system and all necessary bypass pumping required for the construction of the
drop manhole and sewer. The work provided herein will be measured per each ,
structure constructed, and will be paid in a like fashion at the bid unit price.
Item No. 22 —8" Dia. SDR 35 Piping •
This item shall include all labor, material, equipment, and services necessary for
the installation of 8" Dia. SDR 35 pipe. The pipe is to be installed as shown on
' the plans, as detailed in the City of Jefferson Standard Drawings and as specified
in the City of Jefferson Standard Sanitary Sewer Specifications. The work
provided herein will be measured by the liner foot, and will be paid in a like
' fashion at the bid unit price.
Item No. 23 — T' PCC Pavement
This item shall include all labor, material, equipment, and services necessary for
' the construction of 7" PCC street patch and repair on Rosevalley.Dr. The 7"
PCC street patch and repair shall be installed-as detailed in the City of Jefferson
Standard Drawings (20.01), City of Jefferson Technical Specifications (Section
' 8), and according to these plans. This item shall include all dowels, expansions,
joints, and joint sealer required. The work provided herein will be measured by
the square yard, and will be paid in a like fashion at the bid unit price.
Item No. 24 8" PCC Street Patch/Repair
This item shall include all labor, material, equipment, and services necessary for
' the construction of 8" PCC street patch on Leslie. The 8" PCC street patch and
repair shall be installed as detailed in the City of Jefferson Standard Drawings,
City of Jefferson Technical Specifications (Section 8), and according to these
' plans. This item shall include all dowels, expansions,joints, and joint sealer
required. The work provided herein will be measured by the square yard, and
will be paid in a like fashion at the bid unit price.
N Item No. 25— 1.5" AC Surface
This item shall include all labor, material, equipment, and services necessary for
the placement of asphaltic concrete surface. The pavement shall be placed as
' shown on plans (Leslie Blvd.) and shall conform to the City Technical
Specifications. Work provided her in will be measured by the ton, and will be
paid in a like fashion at the bid unit price.
' Item No. 26 — Sidewalk 4" PCC
This item shall include all labor, material, equipment, and services necessary for
' the construction of a 4" PCC Sidewalk of varying widths. The sidewalk is to be
installed as detailed in the City of Jefferson Standard Drawings and according to
these plans. The work shall include sawing and placement of all joints and
' placement of expansion as specified or shown on plans. The work provided
herein will be measured by the square yard of constructed sidewalk, with
payment by the square yard at the bid unit price.
' Item No. 27 —Driveway Approach 6" PCC
This item shall include all labor, material, equipment, and services necessary for
the construction of residential or commercial drive approaches as shown and
' detailed on the plans and detailed in the City of Jefferson Standard Drawings.
This item shall include all dowels, expansion, joints, and joint sealer as required.
The work provided herein will be measured by the square yard, and will be paid
' in a like fashion at the bid unit price.
• Item No. 28—Driveway 6" PCC
This item shall include all labor, material, equipment, and services necessary for
the construction of a 6" thick PCC pavement section. The pavement shall be
placed as shown and detailed on the plans and detailed in the City of Jefferson
Standard Drawings. This item shall include all dowels, expansion, joints, and '
joint sealer as required. The work provided herein will be measured by the
square yard, and will be paid in a like fashion at the bid unit price.
Item No. 29— 3" thick Rolled Stone Base '
This item shall include all labor, material, equipment, and services necessary for
the placement and compaction of a 3" lift of stone base. The work provided
herein will be measured by the square yard, and will be paid in a like fashion at
the bid unit price.
Item No. 30— Monolithic Curb 6" PCC '
This item shall include all labor, material, equipment, and services necessary for
the construction of 6"tall monolithic sidewalk curbs as shown in the City of
Jefferson Standard Drawings. The work shall include all sub-grade preparation ,
and compaction, and the sawing and placement of all joints as drawings dictate.
The work provided herein will be measured by the linear foot, and will be paid in
a like fashion at the bid unit price. '
Item No. 31 —ADA Approved Ramps
This Item shall include all labor, material, equipment, and services necessary for
the construction of a 6" PCC ADA approved sidewalk ramp. The ramp shall be '
installed as detailed in the City of Jefferson Standard Drawings (23.01-23.04)
and in accordance with these plans. The work shall include the sawing and
placement of all joints and placement of expansion as specified or shown on the
plans. The work provided herein will be measured by the square yard of
constructed sidewalk, with payment by the square yard at the bid unit price.
Item No. 32 — Detectable Warnings
This item shall include all labor, material, equipment, and services necessary for
the construction of the detectable warning panels as shown on the plans and '
aforementioned special provision 19. The work provided herein will be measured
by the square foot, and will be paid in a like fashion at the bid unit price.
Item No. 33— Hand Railing '
This item shall include all labor, material, equipment, and services necessary for
the construction of type 3 horizontal railing. The railing shall be installed as '
detailed in the City of Jefferson Standard Drawings and according to these plans
(page14 of 15). The work provided herein will be measured by the linear foot,
and will be paid in a like fashion at the bid unit price.
Item No. 34— Curb and Gutter '
This item shall include all labor, material, equipment, and services necessary for
the construction of standard type A curb and gutter in accordance with the City of ,
Jefferson Standard Drawings, as well as any street repair up to 6" in width that
may be required to produce a smooth straight connection to the existing street
The work provided herein will be measured by the linear foot at the flow line of ,
the gutter. Payment will be made by the linear foot at the bid unit price. •
Item No. 35— Modular Blocks
This item shall include all labor, material, equipment, and services necessary for
the final design, and construction of the block wall, and includes all excavation
' necessary to install the wall, all fill behind the wall, placement and compaction of
the base material, geogrid, blocks, pins, filter fabric, and any other material
required for its construction, except for the cap blocks. The blocks shall conform
to aforementioned special provision.20. The work provided herein will be
measured by the square foot of the wall face in a vertical plane. Payment will be
made by the square foot of wall face in a vertical plane at the bid unit price.
' Item No. 36— Modular Cap Blocks
This item shall include-all labor, material, equipment, and services necessary for
the placement of the modular cap units. This item shall also include the adhesive
' and shall conform to aforementioned special provision 20. The work provided
herein will be measured the linear foot of wall with payment being made by the
linear foot of wall at the bid unit price.
Item No. 37—Toe Wall
This item shall include all labor, material, equipment, and services necessary for
the construction of a toe wall. The toe wall shall be installed as detailed in these
plans (page 14 of 15), and aforementioned special provision 21. The work
provided herein will be measured by the linear foot, and will be paid in a like
fashion at the bid unit price.
Item No. 38—Structural Concrete (Nall @ Culvert)
This item shall include all labor, material, equipment, and services necessary for
M the forming, placement, and finishing of all concrete, inclusive of all reinforcing
steel, for the retaining wall. Further it shall include the backfill and filter fabric
needed for the wall and conform to aforementioned special provision 21. The
' work provided herein will be measured by the cubic yard of concrete placed, and
will be paid in a like fashion at the bid unit price.
Item No. 39—Trench Drain Detail
This item shall include all labor, material, equipment, and services necessary for
the construction of a trench drain. The trench drain shall be installed as detailed
' in these plans (page 15 of 15) and aforementioned special provision 22. The
work provided herein will be measured per each structure constructed, and will
be paid in a like fashion at the bid unit price.
' Item No. 40—Erosion Blanket(short Life)
This item shall include all labor, material, equipment, and services necessary for
the installation of a short term erosion control blanket. This blanket shall be North
American Green S75 or approved equal. It shall be installed according to the
manufactures specifications using the green dot stapling pattern (1.7 staples per
square yard). This blanket is to be installed as directed by the engineer. This item
' shall also include all fertilizing and seeding required in the areas it covers. The
work provided herein will be measured by the square yard, and will be paid in a
like fashion at the bid unit price.
iItem No. 41 — Hydro Seeding
This item shall include all labor, material, equipment, and services necessary for
the hydro seeding of the areas to be vegetated as described in aforementioned
special provision 24. The work provided herein will be measured by the acre, and
will be paid in a like fashion at the bid unit price.
Item No. 42—Zoysia Sod ,
This item shall include all labor, material, equipment, and services needed for
placement of zoysia sod. The zoysia so is to be placed in disturbed areas
previously having zoysia grass as indicated in the plans (near 1002 Leslie Blvd.,
1006 Leslie Blvd., 1008 Leslie Blvd., 1105 Leslie Blvd., 1111 Leslie Blvd., 1114
Leslie Blvd.). The sod shall be placed according to the City of Jefferson
Technical Specification 9.2. Work provide her in will be measured by the square
yard, and will be paid in a like fashion at the bid unit price.
Item No. 43— 30" Dia. RCP Class III. [Alternate A] '
This item shall include all labor, material, equipment, and services necessary for
the installation of 30" Dia. RCP as shown or specified on the plans, in the City of
Jefferson Standard Drawings, and aforementioned special provision 17. This '
shall include but is not limited to, trenching, bedding, haunching, backfilling, and
surface repair. This item does not include any rock excavation, as it will be paid
under a separate item. The work provided herein will be measured by the linear
foot of installed pipe, and will be paid in a like fashion at the bid unit price.
Item No. 44—Concrete Head Wall (30" RCP Tie in) [Alternate A] '
This item shall include all labor, material, equipment, and services necessary for
tying a 30" Dia. RCP into an existing Concrete Wing Wall. The Head Wall should
be installed according to the plans (page 10 of 15). This item shall include but is
not limited to, all connections to existing system, joints, and sawing. The work
provided herein will be measured per each structure constructed, and will be paid
in a like fashion at the bid unit price.
Item No. 45—36" Dia. Aluminized CSP [Alternate B]
This item shall include all labor, material, equipment, and services necessary for ,
the installation of 36" Dia. CSP as shown or specified on the plans, in the City of
Jefferson Standard Drawings, and aforementioned special provision 17. This
shall include but is not limited to, trenching, bedding, haunching, backfilling, and
surface repair. This item does not include any rock excavation, as it will be paid
under a separate item. The work provided herein will be measured by the linear
foot of installed pipe, and will be paid in a like fashion at the bid unit price. ,
Item No. 46 —36" Dia. RCP Class III [Alternate B]
This item shall include all labor, material, equipment, and services necessary for
the installation of 36" Dia. RCP as shown or specified on the plans, in the City of ,
Jefferson Standard Drawings, and aforementioned special provision 17. This
shall include but is not limited to, trenching, bedding, haunching, backfilling, and
surface repair. This item does not include any rock excavation, as it will be paid '
under a separate item. The work provided herein will be measured by the linear
foot of installed pipe, and will be paid in a like fashion at the bid unit price.
Item No. 47 - Concrete Head Wall (36" RCP Tie in) [Alternate B] ,
This item shall include all labor, material, equipment, and services necessary for
tying a 30" Dia. RCP into an existing Concrete Wing Wall. The Head Wall should
be installed according to the plans (page 10 of 15). This item shall include but is
not limited to, all connections to existing system,joints, and sawing. The work
provided herein will be measured per each structure constructed, and will be paid
' in a like fashion at the bid unit price.
Item No. 48— 30" Dia. HDPE [Alternate C]
' This item shall include all labor, material, equipment, and services necessary for
the installation of 30" Dia. HDPE as shown or specified on the plans, in the City
of Jefferson Standard Drawings, and Standard specifications. This shall include
but is not limited to, trenching, bedding, haunching, backfilling, and surface
repair. This item does not include any rock excavation, as it will be paid under a
separate item. The work provided herein will be measured by the linear foot of
installed pipe, and will be paid in a like fashion at the bid unit price.
Item No 49. — 30" Dia. RCP Class III. [Alternate C]
This item shall include all labor, material, equipment, and services necessary for
the installation of 30" Dia. RCP as shown or specified on the plans, in the City of
Jefferson Standard Drawings, and aforementioned special provision 17. This
shall include but is not limited to, trenching, bedding, haunching, backfilling, and
surface repair. This item does not include any rock excavation, as it will be paid
under a separate item. The work provided herein will be measured by the linear
foot of installed pipe, and will be paid in a like fashion at the bid unit price.
' Item No. 50— Concrete Head Wall (30" RCP Tie in) [Alternate C]
This item shall include all labor, material, equipment, and services necessary for
tying a 30" Dia. RCP into an existing Concrete Wing Wall. The Head Wall should
be installed according to the plans (page 10 of 15). This item shall include but is
not limited to, all connections to existing system,joints,and sawing. The work
provided herein will be measured per each structure constructed, and will be paid
in a like fashion at the bid unit price.
Item No. 51 — SS Drop MH 4' Dia. [Alternate D]
' This item shall include all labor, material, equipment, and services necessary for
the construction of a 4' Dia. outside drop sanitary sewer manhole. The manhole
is to be constructed as shown or detailed on the plans, in the City of Jefferson
iStandard Drawings, and aforementioned special provision 18. This item shall
include all vertical foot construction, connections to the existing system and all
necessary bypass pumping required for the construction of the manholes and
' sewer. The work provided herein will be measured per each structure
constructed, and will be paid in a like fashion at the bid unit price.
' END OF SPECIAL PROVISTIONS
1
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' Page 1 of 2
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' ADDENDUM NO. 1
PROJECT NO. 32086
COMMUNITY DEVELOPMENT LESLIE BLVD.
' SIDEWALK, STORMWATER, & SANITARY SEWER
February 2, 2007
1. The bidderwill acknowledge receipt of this Addendum and his acceptance of its
conditions by signing this Addendum and including it with his bid.
' BIDDER: � �
BY:
' TITLE: 1-v�'L--
' CITY OF JEFFERSON, MISSOURI
PATRICK E. SULLIVAN, P.E.
' DIRECTOR OF COMMUNITY DEVELOPMENT
1
FACITY-PROJECTS\32086-LESLIE BLVD SIDEWALMONTRACT DOCUMENTSIADDENDUM NO_1.D0C February 2,2007
1
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' Page 2 of 2
•
' ADDENDUM NO. 1
PROJECT NO. 32086
' COMMUNITY DEVELOPMENT LESLIE BLVD.
SIDEWALK, STORMWATER, & SANITARY SEWER
February 2, 2007
ADENDUM
r1. The top elevation listed for sanitary sewer manhole 4 is incorrect. The Top
cover elevation is 651.58. This change is reflected in the quantity listed in item
20 in the revised 2/2/07 bid form.
.1
2. The bid form was also, found to contain two quantity errors; item 35 — Modular
Blocks& item 36—Modular Cap Blocks. The 2/207 revised bid form is included
' with this document. The contractor shall use the Itemized Bid Form (Revised
2/2/07) for submittal of all bids.
' 3. The pre bid minutes are included with, and are a part of this addendum.
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FACITY-PROJECTS\32086-LESLIE BLVD SIDEWALK\CONTRACT DOCUMENTS\ADDENDUM NO_1.DOC February 2,2007
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OF / �t4
O
john Landwehr
City of Jefferson .� a Ma nr
Department of Community Development Patrick E.Sullivan, P.E.; Director
' 320 East McCarty Street Phone: (573) 634-6410
Jefferson City, Missouri 65101 Fax: (573)634-6562
zs
tFebruary 2, 2007
Subject: Leslie Blvd Sidewalk, Stormwater, & Sanitary Sewer
Project No. 32086
Pre-bid Conference Notes
A pre-bid conference was held in the small conference room of City Hall on Tuesday, January 30, 2007
for the above noted project. Those attending the meeting are as listed below:
NAME REPRESENTING PHONE
' Thomas Kauffman Kauffman Enterprises LLC (573) 690-5035
Darrell Kolb .. Stockman Construction (573) 635-1316
,r'jLake Hake Muenks Brothers Construction (573) 897-4141
' Brian Patterson B&P Patterson Concrete (573) 690-1249
Don Reah Don Schnieders Excavating (573) 893-2251
Luke Mueller Midwest Block (573) 635-7119
' Sam Gaines Sam Gaines Construction (573) 295-6157
David Hower Dave's Trucking (573) 690-6196
Kevin Lewis Lewis Iregation & Landscaping (573) 690-5847
NMike Engelbrecht Mid-MO Construction (573)649-4422
Gary Oldelehr City of Jefferson, Community Dev. (573) 634-6434
Steve Wankum City of Jefferson, Community Dev. (573) 634-6435
' David Bange City of Jefferson, Community Dev. (573) 634-6433
Tia Jenkins City of Jefferson, Community Dev. (573)634-6538
' The meeting proceeded with a general discussion of the planned project and an overview of the
specifications. This memorandum summarizes the proceedings of that meeting and the questions
received at the meeting. In addition, this memo contains any questions received by telephone, etc.
after the meeting and prior to the closure of the questions period: Below are the items that were
specifically discussed.
GENERAL COMMENTS:
1 NOTEABLE DATES: Bid Opening —Tuesday, February 6, 2007, 1:30pm
Questions Cut Off—Thursday, February 1, 2007 12:00pm
' Anticipated Notice to Proceed —Thursday, March 15, 2007
CONTRACT TIME: 70 working days
LIQUIDATED DAMAGES: $500.00 per calendar day.
' WAGE ODER: 13
' 2Ity�of ,,,,
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COMMUNITY DEVELOPMENT '`building a better comrriuiniry"
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' PLAN REVIEW:
• Attention was drawn to each area of the plans.
' 0 Leslie Blvd. placquards shall be provided by City and placed above detour signs.
• Driveway vertical curve information found under cross-section referencing driveway.
' . Spots of curb replacement prior to station 8+75.
Sidewalk width changes starting at stations 4+00, 5+00, & 8+75.
' • Trench drain locations in plan view & modular wall profile view.
Driveway island reconstruction & concrete flume at 900 Leslie Blvd.
Parking lot island at 900 Leslie Blvd.
• Modular wall break for drive entrance.
' • City Wastewater Division notification 72 hours prior to activation of line between MH3 and MH4.
Section of new sanitary sewer pipe passing over new stormwater pipe and connecting existing
pipe to MH3.
' • Inlets H & G shall have extended throats to pass over the existing water line.
• Water and gas utilities located near stormwater pipe.
• The City shall chose Alternate A, B, or C for stormwater piping.
' Page 12 contains references to other pages, these referenced page numbers are incorrect.
Page 13 should be 14 and page 14 should be 15.
' SPECIAL PROVISIONS REVIEW:
N The special provisions section for this project was reviewed, and those present were encouraged to
review them carefully.
' SP-8 Contractor shall begin work on the Edward St. Modular Wall (pages E1 & E2)
• SP-10 City of Jefferson shall perform all staking, 2 working days notice is required
• SP-11 City of Jefferson shall supply up to 6 Leslie Blvd. placquards for detour signs, 3 working
' days notice is required
• SP-14 Contractor shall work with AmerenUE during construction of the parking lot island, paid
as curb and gutter work
' SP-22 Trench Drain information
• SP-25 Stormwater Alternates
• SP-27 Measurement & Payment items
o. Item 7 Sprinkler work item is a lump sum item
o Item 17 &18 Some pipe, inlets, manholes, &junction box will be abandon
o . Item 19 & 20 SS manholes will be paid in two parts
o Item 21 Alternate D refers to this item
QUESTION/ANSWER :(Received at the prebid meeting and those received by telephone, etc.
' prior to 12:00 PM Thursday February 1, 2007)
' City of .
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' COMMUNITY DEVELOPMENT "building a better community"
_. _ .. . _..n...
FACITY-PROJECTS\32086-I...eslie Blvd Sidewalk,.Co, Notes.doc
1
Ile QUESTION: If excavation into the parking lot is needed how will it be paid?
' ANSWER: Any curb replacement will be paid as curb and gutter. Any parking lot replacement due
to wall design shall be replaced with 6" of concrete left 11/2" below finished grade, and
will be paid as Driveway 6" PCC (item 28).
' QUESTION: What are detectable warning panels?
ANSWER: A detectable warning is a series of truncated domes, generally coming in panels, located
in the first 2' of a sidewalk ramp. The 2007 City Standard drawing for detectable
warnings is attached. An example can be seen at the corner of E. McCarty & Adams
next to City Hall.
' QUESTION: Where are the sprinkler systems located?
ANSWER: Sprinkler systems are known to exist at the following locations: 1301 Roseview Dr, 1302
Roseview Dr., 1122 Leslie Blvd. & 1126 Leslie Blvd.
QUESTION: In the event minor damage is caused to the street as a result of curb and gutter
replacements, may the contractor wedge in asphalt or extend concrete over the damage
' to fix the damage?
ANSWER: In the case where asphalt is damaged, the contractor shall cut the asphalt to create a
neat line and then replace damaged section with concrete to within 1 1/2" of the surface.
If, however, only the surface course is damaged, the surface itself shall be trimmed to a
neat line and removed while leaving base courses in place. In both cases forms shall be
used to maintain a straight edge along the gutter line. The surface asphalt in these
areas will be replaced by the street department; all other work will be preformed by the
contractor at the contractor's expense.
QUESTION: How will rock excavation behind modular walls be paid?
ANSWER: As stated in SP-27, item 3 — Rock Excavation, all rock removal will be paid by the cubic
yard.
QUESTION: Who is responsible for the design of the modular wall?
ANSWER: It is the contractor's responsibility to have the wall designed.
' QUESTION: Are the modular wall quantities wrong?
ANSWER: Yes. Addendum 1 and 2/2/07 revised bid form, indicated the change in quantities for the
modular blocks (item 35) and modular block caps (item 36).
' QUESTION: What is the material composition behind the modular walls between Sta. 5+00 & Sta.
9+25?
' ANSWER: The City has not done any sampling in this area, however for this area it is estimated
that the majority of material is composed of shot rock. In the event solid rock is found
the engineer shall evaluate the situation and based on the finds may choose among
several options. If the rock is found and appears to be of good quality the decision may
' be made to leave the rock in place and forgo construction of the wall. Findings may also
lead to construction of a shorter wall on top of an exposed rock ledge. Other options
City
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11 COMMUNITY DEVELOPMENT lU "buildin a better commullit „
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' FACiTY-PROJECTS132086-i..eslie Blvd Nctes.c oc
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Ile may be explored based on findings at the time of excavations.
ISincerely,
Tia Jenkins
Design Engineer
TJ:tj
C: Plan Holders
Meeting Attendees
' Project File
Writer's File
City of
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COMMUNITY DEVELOPMENT "building a better community„
' FACITY-PROIEECTS',32011-!_eslir Blvd Sidewill'C 11 f`dGtU..t'ri;
' A.D.A. RAMP NOTES: Z
Sidewalk ramps shall be provided at all street intersections and commercial drive O
approaches where there is existing or proposed sidewalk and curb and as directed by the a
' engineer. All ramps inclusive of the flares shall be 6"thick. u
W
Sidewalk ramps shall shall be a minimum of 48"wide exclusive of the flared sides.The °
' ramps are to have a maximum logitudinal slope of 1:12. In the instance where an °
intersecting sidewalk abuts a sidewalk ramp the slope of the ramp flare shall be a maximum Q
of 1:10. z
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' All ramps shall have a landing a minimum of 48"square whose slope does not exceed 2% w
in any direction. Ce
' Sidewalk ramps should not be aligned with drainage structures. ui
A.D.A. RAMP DETECTABLE WARNING PANELS °
' All A.D.A. ramps where the sidewalk intersects an alley or commercial entrance having a O
traffic control sign or signal, or where the sidewalk intersects a street shall have detectable Z
warning panels. The panels are to be CASTin TACT panels as manufactured by Masons J
' Supply Company. Other panels may be used upon approval by the city engineer.
� Q
Place truncated A.D.A. ramp detectable warning panels at the base of the curb ramp. Intall ° o
panels across full width of ramp,with a minimum of 24" in depth, and set back 2"-6"from Z °
' the back of curb/bottom of ramp. (see ramp details) Q
The color of the truncated A.D.A. ramp detectable warning panels shall be Salem Red (as Q o
manufactured by Masons Supply Company), or similar color. The final color shall be Ll- v,
approved by the city engineer. ?
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The contractor shall follow the manufacturers instructions for proper installation of the 3
truncated A.D.A ramp detectable warning panels. o 0
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CROSS SECTION OF DETECTABLE WARNING PANEL
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FINANCE DEPARTMENT
PURCHASING DIVISION
SUBJECT: Bid No. 232314 - Leslie Boulevard Sidewalk, Stormwater and Sanitary Sewer
Project 32086 - Community Development, Opened February 6, 2007
BIDS RECEIVED:
Base Bid/Alternate A
Kauffman enterprises, LLC, Jefferson City, MO $ 396,814.10
JC Industries., Jefferson City, MO $ 432,757.75
Muenks Bros. Construction, Loose Creek, MO $ 420,524.25
Aplex, Inc., Linn, MO $ 443,783.00
Stockman Construction, Jefferson City, MO $ 470,979.44
Sam Gaines Construction,New Bloomfield, MO $ 472,618.75
Concrete Engineering, Jefferson City, MO $ 484,678.00
Don Schneiders Construction, Jefferson City, MO $ 539,856.15
Lehman Construction, California, MO $ 545,063.88
Twehous Excavating, Jefferson City, MO $ 578,233.50
FISCAL NOTE:
Available Required Balance
3502-9900-7350-3007 Misc. Stormwater $ 238,034.00 $ 113,000.00 $ 122,034.00
3502-9900-7350-4106 Misc Neigh. Sidewalk $ 250,368.00 $ 250,367.45 .55
6400-9900-7310-0055 Sewer Rehab/Replace. $ 200,000.00 $ 33,446.65 $ 166,553.35
$ 688,402.00 $396,814.10
PAST PERFORMANCE:
Kauffman Enterprises, LLC of Jefferson City has been awarded contracts in the past and
has completed work as specified and bid.
RECOMMENDATION:
Staff recommends award to Kauffman Enterprises LLC, Jefferson City, Missouri in the
amount of$396,814.40.
• Signatur '
Purcha n gent Directo , Commumty Development