HomeMy Public PortalAboutORD14374 BILL NO. 2008-26
SPONSORED BY COUNCILMAN //Penfold
ORDINANCE NO. 14� 77
AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE
MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH LEHMAN
CONSTRUCTION, LLC FOR THE EAST CAPITOL AVENUE IMPROVEMENTS
PROJECT.
BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS
FOLLOWS:
Section 1. The Mayor and City Clerk are hereby authorized and directed to execute
an agreement with Lehman Construction, LLC for the East Capitol Avenue Improvements
project.
Section 2. The agreement shall be substantially the same in form and content as
the agreement attached hereto as Exhibit A.
Section 3. This Ordinance shall be in full force and effect from and after the date
of its passage and approval.
Passed: �`� Approve
/J
r siding Officer Mayor
AT T. APP ED A T OR
Atyv �er k City ounselor
to
CONTRACT DOCUMENTS
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SPECIFICATIONS AND CONTRACT DOCUMENTS
' PROJECT NO. 32092
East Capitol Ave. Improvements
(Lafayette to Chestnut)
Jefferson City Department of Community Development
June, 2008
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' NOTICE TO BIDDERS
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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, June 3, 2008.
' 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. 32092, East Capitol Ave:
Improvements (Lafayette to Chestnut)" will include the furnishing of all material;
labor, and equipment to reconstruct approximately 700 feet of street located in the 700 .
' and 800 block of East Capitol Avenue and approximately 200 feet of street in the 200
block of Cherry Street including pavement, curb and gutter-, sidewalk, retaining walls,
and associated earthwork.
' A P re-bid conference will be held at 9:00 AM, on Tuesday, May 27, 2008 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
' Patrick E. Sullivan, PE
Director of Community Development
1
' INFORMATION FOR BIDDERS
I13-1 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. 32092,•East Capitol Ave. Improvements (Lafayette to Chestnut)" 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 reconstruct approximately 700 feet of street located in the 700 and 800
block of East Capitol Avenue and approximately 200 feet of street in the 200 block of
Cherry Street including pavement, curb and gutter, sidewalk, retaining walls, and
associated earthwork.
' 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
' If 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.
I134 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.
I13-5 EQUIVALENT MATERIAL
' 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
of the City.
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' 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.
' I113-8 PRICES
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.
IB-10 LUMP SUM ITEMS
• Pa y ment for each lum p 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.
' IB-11 SUBMISSION OF BIDS
The Bid and the Bid Security guaranteeing the same shall be placed in a sealed envelope and
' marked "Project No. 32092, East Capitol Ave. Improvements (Lafayette to Chestnut)".
113-12 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
1 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
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The contract time shall be 60 working days.
' IB-25 LIQUIDATED DAMAGES
' Liquidated damages shall be assessed at the rate of Five Hundred Dollars ($500.00) 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: -
rl
1 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 1) BID FORM
2) BID BOND
3) ANTI-COLLUSION STATEMENT
1 4) CONTRACTOR'S AFFIDAVIT
5) MINORITY BUSINESS UTILIZATION AGREEMENT -
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END OF INFORMATION FOR BIDDERS
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' BID FORM
Name of r
Bidder ��k,��r-t�+S ;rcC -�c►J 1
Address of Bidder 'tea! -
' 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,
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:
•
. .fir.•"a:..; ..
Pagel of 2
CITY OF JEFFERSON
• ITEMIZED BID FORM _
E. CAPITOL AVE.STREET REBUILD (LAFAYETTto CHESTNUT)
PROJECT NO. 32092
ITEM APPROX. UNIT
NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT'
/ aov ' °0
1 CONSTRUCTION SIGNAGE/TRAFFIC CONTROL LS 1
_ 0
6
_ ,...
2.. REMOVALS........ .......... ... LS.-....... 1
3 ROCK EXCAVATION CY 75 'IA, I LSD' ►q,3 75 '
oo °�
4 EARTHWORK LS 1
5 SUB-GRADE STABILIZATION Ton '50 . — �,7_0
' G SILT FENCE LF 105 I �U igg w
' 7 SIGN REINSTALLATION EA 9 Zoe ls0oe
8 UTILITY ADJUSTMENT EA 11 500
9 PIPE ABANDONMENT-CAP PIPE EA 1 1,500' I,5w
10 SS LAMPHOLE EA 1 7S0'0
• 11 CHAIN LINK FENCE LF 494 o2O 410 !IS
12 2 INCH CONDUIT FOR ELECTRIC LINES LF 792
13 CONDUIT BOXES EA 4 US060 S•006-
14 ASPHALT 8.5" BASE (AC BASE) Ton 1727 ,5S I l�fi y31
15 ASPHALT 1.5"SURFACE Ton 305 618.82, 020 I`10. IO
16 6"CONCRETE PARKING LANE SY 586 s5 ZZ,2fQB°°
' 17 CURB AND GUTTER LF 1928 /8e, % 70y�
18 RES. DRIVEWAY APPROACH 6" PCC, SY 33
' 19 RES. or COMMERCIAL DRIVEWAY 6" PCC SY 189 75T 7S2`
20 COMMERCIAL DRIVEWAY APPROACH 8"PCC SY 173 �$� / -705¢..
21 BUS SHELTER ADJUSTMENT EA 1 _
22 - 6"PCC ADA APPROVED RAMPS SY 35 751
.' 23 ADA APPROVED DETECTABLE WARNINGS SF 62
24 4"PCC SIDEWALK SY 1011
• 25 2:1 SIDEWALK STAIRS (6.00" RISE) CY 10
1
Page 2 of 2 .
'
ITEM APPROX. UNIT
NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
' 26 3:1 SIDEWALK STAIRS(4.75"RISE) CY 3 ?501 22570'
27 HAND RAILING(SIDEWALK STAIRS) LF 118
28 HAND RAILING (Type 3] LF 256 6(�°- ►S 3taa
29 WEATHERED MODULAR WALL BLOCKS SF 1571 x$. 11 28,571f 0j
' 30 WEATHERED MODULAR WALL CAP BLOCKS, LF 372
31 FINISHED SEEDING SY 1874 �.Iti Z,QFjg,g�
32 EROSION BLANKET(SHORT LIFE) SY . 455
TOTAL BASE BID �(3Za2?S•210
ALTERNATE A-Sanita ry Sewer Line A
-33 CONSTRUCTION SIGNAGE/TRAFFIC CONTROL LS 1
34 REMOVALS LS 1 /O,pr7p't j0,�
i35. ROCK EXCAVATION CY 25 IA6 3,IZ,Sr�
36 EARTHWORK LS 1 1A)
37 SUB-GRADE STABILIZATION Ton 5 5002 250`
38 SILT FENCE LF 105 lei
i39 7"PCC PAVEMENT SY 344 '�//�� 131 1/0OV
40 GRAVEL ALLEYWAY REPAIR SY 372 ?(0'"
t41 4"SS LATERAL LF 200 ,a2� ,�jlAle
42 8"SDR 35 PIPING- LF 344 'i;s zaZ2
43 CONCRETE PIPE COLLAR. EA 7 750' S,tSb'`
44 SS LAMPHOLE EA 1
45 SS MH 4.0' Dia EA 2 z 600
46/FINISSEEDING 4.0' Dia EA 1 o 315ao
i 47 SY 123 3a 3&9
TOTAL ALTERNATE A �Al"�'
Sign ure of er Date
Ii
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SUBCONTRACTORS _
• If the .Bidder intends.to use an subcontractors in the course of the construction, he
■ Y .
s all list them.
L� L 6Pta&_UV
TIME OF COMPLETION
The undersigned hereby agrees to complete the project within 60 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 undersigned, as Bidder, hereby declares that the only persons or firms interested
9 Y YP
.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
enteredinto; and this'bid is made without connection with any other person, company,
1 or parties making a bid; and that it is in all respects fair and in good faith, without.
collusion or fraud.
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, telegraphed, or delivered:�EAti C�,,,�- , �,ti, Ltd'
It is understood and agreed that this bid may be withdrawn at any time prior to the
scheduled time for the opening of bids or any authorized postponement thereof.
Attached hereto is a Bid Bond for the sum of qt
3tD
Dollars.(cashier's check), make payable to the City of Jefferson.
Signature of Bidder: _
If an individual, , doing business
as
If a partnership, , member of firm.
eAt
' If corporation,
rp ,
by
Title
' SEAL
Business Address of Bidder
' If Bidder is a corporation', supply the following information:
State in which incorporated
Name and Address of its:
President
1 Secretary
Date
BID BOND
• KNOW. ALL' MEN BY THESE PRESENTS, that we, the
undersigned, .Lehman Construct ion, LLC as Principal
Tra.ve.le.rs-Casua-TY an3'Sure"y--- ------
-and Cmpari; of Ara
i~� as .Surety, are hereby held and firmly
bound.. unto' the*CITY OF 'JEFFERSON,. MISSOURI as: owner;;.in the Penal 'sum .
Of:F'I`ve f5%) Rercent of Amount Bid==-------- for.the payment of which, well and
.truly. to .be made, we here_ by jointly and severally bind ourselves,. our heirs, executors,
administrators, successors and assigns, this 3:. ,day of June f.200
The condition of the above obligation is such that whereas.the Principal'has submitted .
to the CITY OF JEFFERSON.. MISSOURI a certain Bid,'attached hereto and hereby made a
' part hereof to enter into a contract in writing„for the projecYentitled:.
"Project Mo. 3.2092, East Capitol Ave. Improvements-(Lafaye. te-to Chestnut)”
NOW, THEREFORE,
' (a) If said Bid shall be rejected; or in the alternate,
(b). If said Bid shall be accepted and the Principal shall. execute and deliver a
contract in the Form of Contract attached hereto -(properly completed in
accordance with said Bid) and shall furnish a bond for his faithful performance"
of said contract, and for the payment of all. persons performing. labor or
furnishing materials in connection therewith, shall in all other.respects perform
• the agreement created by the acceptance of said t3id
then this obligation shall be void, otherwise the same shall remain in force and effect; it being .
expressly understood and agreed that the liability of the Surety for any and all claims hereunder
shall, in no event, exceed the penal.-amount of this obligation as herein stated:
{ The Surety,for value received,hereby stipulates and agrees that the obligations of said
Surety and its bond shall be in no way impaired or affected by the extension of the time within
which the Owner may accept such Bid; and said Surety does hereby waive notice-of any such .
1 extension.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their.hands
` and seals,and such of them as are corporations have caused their corporate seals to be.hereto
affixed and these presents-to be signed by their proper offic/the ay and year first set fo rth
above.
•Lehman Const ; LLG (L.S'.)
Principal
By:
SEA!_ A -.
Tra America
f surety
(860)277-1561
• Travelers Casualty and Surety v
Company Barbara A. Miller, .Attoi-nQy i;.r5'-��F�ae'.t
P y of America
' One Tower.Square
Hartford, CT 06183
TRAVELERS -
POWER OF ATTORNEY
• Farmington Casualty Company St.Paul Guardian Insurance Company
Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company
'. Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
Surety Bond No. Bid Bond Principal:Lehman Construction,LLC
OR
Project Description: PROJECT NO.32092 East Capitol Ave. Obligee:City of Jefferson City
Improvements(Lafayette to Chestnut)
' KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,
that St. Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly
organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty
and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty
Company is a corporation duly organized under the laws of the State of Maryland,.that Fidelity and Guaranty Insurance Company is a corporation duly
organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a-corporation duly organized under the
laws of the State of Wisconsin. (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint
Barbara A.Miller of the City of Kansas City ,State of MO ,their true and lawful Attorneys)-in-Fact,each in their separate capacity if more
' than one Is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings
obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 11th day of
August,2006. .
Farmington Casualty Company St.Paul Guardian Insurance Company
' • Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
1tD SlO ' =�qJf+s .!f oa„�n J G sY �s
s 1 " ,at X977 1951 1927 COMM
mu ;��SEAL o a`sSbt � �s 3 oaw1n ri�f�
State of Connecticut
City of Hartford ss. Ge a W. ompson, or Vice President
' On this the 11th day of August,2006, before me personally appeared George W. Thompson, who acknowledged himself to be-the Senior Vice
President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc.,Seaboard
Surety Company,St. Paul Fire and Marine Insurance Company,St. Paul Guardian Insurance Company,St. Paul Mercury Insurance Company,Travelers
Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company,and that he,as
' such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by
himself as a duly authorized officer.
In Witness Whereof,I hereunto set my hand and official seal. °Ter
My Commission expires the 30th day of June,2011.'
�' tO * Mane C.Tetreault,Notary Public
This Power of Attorney is gr anted under an d
by the authority of the following resolutions adopted by the Boards of Directors of Farmington.
Casualty Company,Fidellty.and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,Seaboard Surety Company,St.
' Paul Fire and Marine Insurance Company,St. Paul Guardian Insurance Company,St. Paul Mercury Insurance Company,Travelers Casualty and
Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions'are
C w in full force and effect,reading as follows:
ESOLVED,.that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,
any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint
Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of
authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of iidemnity,.and
other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the board of Directors at
any time may remove any such appointee and revoke the power given him or her;and it is
FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any
' Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that
each such delegation Is In writing and a copy thereof is filed in the office of the Secretary;and It is
' FURTHER RESOLVED, that any bond,recognizance, contract of Indemnity,or writing obligatory In the nature of.a bond, recognizance, or.
conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice
President, any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer, the Corporate
Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly.
executed (under seal, if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or
their certificates of authority or by one or more Company officers pursuant to a written delegation of authority;and it is
FURTHER RESOLVED,that the signature of each of the following officers: President,any Executive Vice President,any Senior Vice President,
any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by
facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries.or
Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and
any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company-and
any such power so executed and certified by such.facsimile signature and facsimile seal shall be valid and binding on the Company in the
-
future with respect.to any bond or understanding to which it is attached.
I, Knri Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidellty and
' aranty Insurance Underwriters,Inc.,Seaboard Surety Company,St.Paul Fie and Marine Insurance Company,St.Paul Guardian Insurance-Company,
Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States
Oi'delity and Guaranty Company do hereby certify that the above and foregoing Is a true and correct copy of the Power of Attorney executed by
said Companies,which Is In full force and effect and has not been revoked.
' IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 3rd day of June 2008'
Karl M.Johanson,Assistant Secretary
1 ��•ayk�L *' � 4O%'---5(,N ,pF{MByA� `1V.n V'D.0 fi�}°__'.4 �Y'-p
1b�0j�rc�ac � 1977' g 1851 1927 � �9 OF
' To verify We authenticity of finis Power ofAf amey,call I-WO-42i-5MM or contact us at slpauNavelersband com.Please refer tome
Attorney In Factnranber,the above-namedindividuals and me details of the bond to which me power is attached
1
ANTI-COLLUSION STATEMENT
' STATE OF -.6000
COUNTY OF t AJJ,)K? )
A,f4 being first
1 . .
duly swom, deposes and says that he is kOCAJ i of
TITLE OF PERSON SIGNING
LO
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 irate ted in, or financially affiliated
' with, any other bidder for the above project.
(BY)
' _.(BY
' Sworn to before me this_ day of ���� , 200 q3_.
•rP•�S�OO.0% 4c
�? N
NOTARY PUBLIC
My commission expires: ANooI l0.W l
•
CONTRACTOR'S AFFIDAVIT
•
' This affidavit is hereby made a part of the Bid, and an executed copy thereof shall
accompany each Bid submitted.
STATE OF
) ss
COUNTY OF A( (,NW
The undersigned, ,
' f I ul age, being first duly sworn states upon oath that he is
of
r�-ru -ivy r�-ea•.� `
1 the contractor.submitting the attached bid that he knows of his own knowledge dge 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 pers S.who are;not required
to furnish material or actually perform services upon or a part of the proposed
' project.
FFIANT
Subscribed and sworn to before me, a Notary PubIr ,, in and for the County and State
' aforesaid, this_� day of uE __, 20 .
AO
NOTARY PUBLIC
'A.. w !<_1 11�
S
My Coa �S � p\ir
es:_ a4J0ar4 10'ZOIZ
' MINORITY BUSINESS ENTERPRISE STATEMENT
Contractors bidding on City contracts shall take"the following affirmative steps to-assure-
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
s olicitation 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.
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.
' 'MINORITY BUSINESS UTILIZATION AGREEMENT
' A. 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
' term "Minority Business Enterprise" shall-mean a business:
1. Which is at least 51 percent owned by one or more minorities or women,
' or, 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
1 2. Whose management and,daily business operations are controlled by one
or more such individuals.
"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, orthe Caribbean Island, regardless of
race);
' 3. 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 A las k an Native (a erson 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
' Section 8(a) of the Small Business Act, as amended [15 U.S.C. 637(x)].
6. A female person who requests to be considered as an MBE, and who
' "owns" and "controls" a business as defined herein.
' Minority Business Enterprises may be employed as contractors,subcontractors,
or suppliers.
tB. 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
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.th_e
City.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
1 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.
1 D. The undersigned hereby certified that he or she has read the terms of this
9 Y _
agreement and is authorized to bind the bidder to the agreement herein set
forth.
' 7 N OF AUTHOR D OFFICER
' DATE Z11.
S ATU UrbRIZED OFFICER
I •
`-"bm:JC COMMUNITY DEVELOPMENT 573 6346457 05/30/2008 11:54 #009 P.001
1
ADDENDUM NO.l
' CITY PROJECT•NO.32092
EAST CAPITOL AVENUE(Lafayette to Chestnut)
COMMUNITY DEVELOPMENT
May 30,2008
1. The'bidder will aclmowled a receipt of this Addendum and his acceptance.of its conditions.b
g P eP .-Y
signing this Addendum and including it with his bid.
BIDDER: :N A a --teyv LL a
BY:
TITLE: ,1. t'i E>l� iCE-
2
lieADENDUM
1. The pre-bid minutes.
' CITY OF JEFFERSON,MISSOURI
PATRICK E. SULLIVAN,P.E.
DIRECTOR OF COMV UNITY DEVELOPMENT
City of.
�
see
of erson
COMMUNRY DEVELOPMEM "building a better.community'
' Z:ICITY-PROJECTSM092-East Capitol Ave.,Chestnut to LafayettetContract Documents\Addedem_l.doc
ADDENDUM NO.2
CITY PROJECT NO.32092
EAST CAPITOL AVENUE (Lafayette to Chestnut)
COMMUNITY DEVELOPMENT
May 30,2008
1. The bidder will acknowledge receipt of this Addendum and his acceptance of its conditions by
signing this Addendum and including it with his bid.
BIDDER: ,� C�e.' CS--
BY:
TITLE: lAF�
i
ADENDUM
' 1. The following question was revived after the 12:0 m question cut off on May 30, 2008,but
g q OP q Y
ldue to the impact on the project bid it was addressed as follows:
ie
QUESTION: There is no bid item for rolled stone base. How is the City going to pay for this? Is it -
incidental?Will a new bid tab becoming out with Addendum No. I?
' ANSWER: The rolled stone base required under pavements should be included in the contractors bid .
for that pavement. For example, bid item 39 — 7" PCC Street Pavement Patch/Repair
should included the seven inches of concrete, the corresponding rolled stone base, and all
' other material, equipment and services necessary for the construction. Like wise bid
items 14-Asphalt 8.5" Base (AC Base) and 15 —Asphalt 1.5" Surface (AC Surface BP)
should included the six inch min compacted subgrade to 95% of standard max density,
' the 3" rolled stone base, the 8.5" A.C. Base, the 1.5" Surface, and all other material,
equipment and service necessary for the construction. If a contractor has questions
regarding this please contact Tia Jenkins(573 634-6538) before Tuesday June 3,2008.
Further, as there is no change in bid items, there is no new bid tab included in Addendum
No. 1 or in Addendum No. 2.
' CITY OF JEFFERSON, MISSOURI
PATRICK E. SULLIVAN,P.E.
' DIRECTOR OF COMMUNITY DEVELOPMENT
•
II '
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. 14, Section 026, Cole County
in carrying out the contract and work in connection with Project No. 32092, East
Capitol Ave. Improvements (Lafayette to Chestnut) located at Jefferson City in
' • Cole County, Missouri, and completed on the day of , 20
r
SIGNATURE
Subscribed and sworn to me this day of , 20
' NOTARY PUBLIC
My commission expires:
STATE OF MISSOURI )
ss
COUNTY OF )
1 s
Missouri
1
Division of Labor Standards
WAGE AND HOUR SECTION
1 OF THE S
• ��rrr r
rrrr * rrrr��
1 y
MATT BLUNT, Governor
Annual Wage Order No. 14
Section 026
1 COLE COUNTY
In accordance with Section 290.262 RSMo 2000, within thirty (30) days after a certified copy of this
Annual Wage Order has been filed with 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
1 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.
1
Original Signed by
' Allen E.-Dillingham,Director
Division of Labor Standards
This Is A True And Accurate Copy Which Was Filed With The Secretary of State: March 9,2007
' Last Date Objections May Be Filed: April 9,2007
• Prepared by Missouri Department of Labor and Industrial Relations
i
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 10/07 $27.74 55 60 $14.61
Boilermaker 9/07 $28.90 57 7 $18.75
Bricklayers-Stone Mason 1 $26.06 59 1 7 $10.71
Carpenter 1 $22.181 60 1 15 1 $9.77
Cement Mason $21.59 9 3 $9.70 ,
Electrician Inside Wireman $27.21 28 7 $10.69+ 13%
Communication Technician USE ELECTRICIAN INSIDE WIREMAN RATE
Elevator Constructor 1/08 a $38.715 26 54 $17.675
Operating Engineer
Group 1 5/07 $25.02 86 66 $16.42
Group II 5/07 $25.02 86 66 $16.42
-Group III 5/07 $23.77 86 66 $16.42
Group III-A 5/07 $25.02 86 66 $16.42 '
Group IV 5/07 $22.79 86 66 $16.42
Group V 5/07 $25.72 86 66 $16.42
_Pipe Fitter 7/07 b 1 $32.00 91 69 $18.68
Glazier $15.00 FED $1.42 '
Laborer(Building):
General $18.37 110 7 $8.99
First Semi-Skilled $20.37 110 7 $8.99 '
Second Semi-Skilled $19.37 110 7 $8.99
Lather I USE CARPENTER RATE
Linoleum Layer&Cutter USE CARPENTER RATE ,
Marble Mason $26.06 59 7 $10.71 • t
Millwright $23.18 60 15 $9.77
Iron Worker 8/07 $24.65 11 8 $15.87
Painter 2/08 $20.40 18 7 $8.77 '
Plasterer $20.61 94 5 $9.49
Plumber $22.00 FED $3.31
Pile Driver $23.18 60 15 $9.77
Roofer 9/07 $25.75 12 4 $10.69
Sheet Metal Worker 7/07 $26.12 40 23 $11.93
Sprinkler Fitter $16.00 FED $2.55
Terrazzo Worker $26.06 59 7 $10.71
Tile Setter $26.06 59 7 $10.71 ,
Truck Driver-Teamster
Group 1 $21.15 101 5 $8.00
-Group 11 $21.85 101 5 $8.00
Group III $21.55 101 5 $8.00
Group IV $21.85 101 5 $8.00
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.14 1/08 '
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
1
I �
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$7 Million Total Mechanical Contract-$32.00,Fringes-$18.68
All work under$7 Million Total Mechanical Contract-$30.66,Fringes-$14.24
t -
1
• "Annual Incremental Increase ANNUAL WAGE ORDER NO.14 7/07
1
COLE COUNTY
OVERTIlVIE SCHEDULE-BUILDING CONSTRUCTION '
FED: Minimum requirement per Fair Labor Standards Act means time and one-half(1 %2)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(1%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%2)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'/2). 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 • '
(1%2).
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 t
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.14 ,
AW 14 026 OT.doc Page 1 of 4 Pages
1
COLE COUNTY
' OVERTEWE 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(1%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(7%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
1 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 work week. 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%2)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(1'/2)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'/2) 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.
•
' ANNUAL WAGE ORDER NO.14
Awl 026 OT.doc Page 2 of 4 Pages
COLE COUNTY
OVERTDAE 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%2)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'/2)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.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(%2)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.91: 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
(%2)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'/2)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(I%2)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.
ANNUAL WAGE ORDER NO.14 '
AW l4 026 OT.doc Page 3 of 4 Pages
COLE COUNTY
' OVERTMIE SCHEDULE-BUILDING CONSTRUCTION
• 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(P/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 at double the
regular rate of wages.
NO.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 workweek 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.
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
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
' • 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%2)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
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(1%2)the hourly rate Monday through Friday. If an
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'/2)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%2)overtime rate.
1
' ANNUAL WAGE ORDER NO.14
AW 14 026 OT.doc Page 4 of 4 Pages
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 •
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 '
following Monday. 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.15:All work accomplished on the recognized holidays of New Year's Day,Decoration Day(Memorial Day),Independence
Day(Fourth of July),Labor Day,Veteran's 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. '
•
AW014 026 BHol.doc
ANNUAL WAGE ORDER NO. 14 ,
Page 1 of 1 Page
- 1
Heavy Construction Rates for REPLACEMENT PAGE Section 026
COLE County
' ective asic Over-
OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits
Increase Rates Schedule Schedule
' CARPENTER
Journeymen 5/07 $27.21 7 16 $9.76
'
Millwright 5/07 $27.21 7 16 $9.76
Pile Driver Worker_ 5/07 $27.21 7 16 $9.76
OPERATING ENGINEER
Group 1 5/07 $24.10 21 5 $16.34
'
Group II 5/07 $23.75 21 5 $16.34
Group III 5/07 $23.55 21 5 $16.34
Group IV 5/07 $19.90 21 5 $16.34
Oiler-Driver 5/07 $19.90 21 5 $16.34
' LABORER
' eneral Laborer 5/07 $22.97 2 4 $8.78
'Mtkilled Laborer 5/07 $23.57 2 4 $8.78
' TRUCK DRIVER-TEAMSTER
Group 1 5/07 $25.02 22 19 $8.35
Group II 5/07 $25.18 22 19 $8.35
' Group III 5/07 $25.17 22 19 $8.35
Grou IV 5/07 1 $25.29 1 22 1 19 1 $8.35
For the occupational titles not listed on the Heavy Construction Rate Sheet, use Rates shown on the
' Building Construction Rate Sheet.
1
1
*Annual Incremental Increase ANNUAL WAGE ORDER NO. 14 6/07
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 1
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 may be
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. '
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 due to holidays. A workday is to begin at the option of the Employer
but not later than 11:00 a.m. except when inclement weather,requirements of the owner or other '
conditions beyond the reasonable control of the Employer prevent work. Except as worked as a make-up
day,time on Saturday shall be worked at one and one-half(1'/z)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.
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 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. A workday is to begin between 6:00 a.m. and 9:00
a.m. However,the project starting time may be advanced or delayed if mutually agreed to by the ,
interested parties. For all time worked on recognized holidays,or days observed as such,double(2)time
shall be paid.
ANNUAL WAGE ORDER NO. 14 '
AW014 026 HOT.doc Page 1 of 1 Page
' 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. 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 the workmen unless worked. An Employer working a four
(4)day, ten(10)hour schedule may use Friday as a make up day when an observed holiday occurs during the
work week. Employees have the option to work that make up day. 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.
1
•
' AW014 026 HHol.doc ANNUAL WAGE ORDER NO. 14 Pagel o£1 Page
REPLACEMENT PAGE ,
OUTSIDE ELECTRICIAN
These rates are to be used for the following counties: •
I
Adair,Audrain,Boone,Callaway,Camden,Carter,Chariton,Clark,Cole,Cooper,Crawford,Dent,Franklin, ,
Gasconade,Howard,Howell,Iron,Jefferson,Knox,Lewis,Lincoln,Linn,Macon,Manes,Marion,Miller,Moniteau,
i Monroe,Montgomery,Morgan,Oregon,Osage,Perry,Phelps,Pike,Pulaski,Putnam,Ralls,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 '
*Joumeyman Lineman $32.38 $4.75+41.55%
*Lineman Operator $27.96 $4.75+41.55% '
*Groundman $21.62 $4.75+41.55%
OVERTM 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(1%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'h)the regular straight time rate of pay ,
between the hours of 6:00 am.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.
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.
UTILITY W ORK
Occupational Title Basic Total ,
Hourly Fringe
Rate Benefits
*Joumeyman Lineman $32.38 $4.75+37.55% '
*Lineman Operator $27.96 $4.75+37.55%
*Groundman $21.62 $4.75+37.55% ,
OVERTUVM 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(1'/2)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%z)the regular straight time rate of pay
between the hours of 6:00 am.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. •
*Annual Incremental Increase . ANNUAL WAGE ORDER NO. 14 9/07 ,
OUr S1L AW 14 OW.dDc
' 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. 32092, East Capitol Ave. Improvements
(Lafayette to Chestnut).
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
provisions 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
1, the undersigned, , of lawful age,
first being duly sworn, state to the best of my information and belief as follows:
3
1. That -1 am employed as by
2. That was awarded a public
' works contract for Project No.32092, East Capitol Ave. Improvements
(Lafayette to Chestnut).
3. That 1 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.
1 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
improvements, 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
' RY
NOT ARY PUBLIC
C
' My Commission Expires:
' - - APPROVED BY:
Director of Community Development, City of Jefferson, MO
1
1
CITY OF JEFFERSON
• CONSTRUCTION CONTRACT
' THIS CONTRACT, made and entered into this -I--day of ' 2008,
by and between Lehman Construction LLC hereinafter referro to as Contractor",
' and the City of Jefferson, Missouri, a municipal corporation of the Statd 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. 32092, East Capitol Ave. Improvements (Lafayette to Chestnut).
' NOW THEREFORE, the parties to this contract agree to the following:
I ' 1. Scope of Services.
Contractor agrees to provide all labor, equipment, hardware and supplies to perform
the work included in the project entitled "East Capitol Ave. Improvements(Lafayette
to Chestnut)" in accordance with the plans and specifications on file with the
Department of Community Development.
' • 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 60 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. 14, 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
tpaid 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.
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 for those 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.
' e Subcontracts-In case an or all of this work is sublet,the Contractor shall
O Y
' 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 under this contract,whether such operations be by the 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.
' 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.
1
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.
• 7. 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
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
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 June 3, 2008 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 Five Hundred Three Thousand Seven
' Hundred Sixty-Seven Dollars and Twenty-Six Cents ($503,767.26).
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.
• 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:
1 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
hereto 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 priorcontracts 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,
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 603 Russellville Road,California,MO 65018.
The date of delivery of any notice shall be the second full day after the day of its
• mailing.
1
•
1
IN WITN S W EREOF,the parties hereto have set their hands and seals this
• day'of , 2008.
CITY OF JEFFERSON TRACTOR
i
Mayor Title
I
i ATTEST: ATTEST:
C�"w UJ�i
OF�ic� /71 Ar/
' ity CI Title:
APPROVED AS TO FORM:
City uns or
Bond #10503.133:4.
PERFORMANCE PAYMENTAND GUARANTEE BOND
1
KNOW ALL MEN. BY THESE PRESENTS, that we, the undersigned
1 Lehman Construction, L.L:C. _
hereinafter, referred to as "Contractor" and
Travelers Casualty .and Surety Company ,of.. America
a Corporation organized under the laws of the State of
Connect'i cut and authorized to transact business in the State 'of .
Missouri as Surety, 'are held and firml bound unto the
Y Y
' City of Jefferson City, Mi ssoUr i hereinafter referred to as"Owner
Five Hundred Three Thousand Eight Hundred Three
inthepenalsumof Dollars and Twent:j-Six cent s-----------------.DOLLARS
($503,803.26----------- lawful money of the United States.of America for the
' payment of which sum, well and truly to be made,.we bind ourselves and our heirs,
executors, administrators, successors,. and assigns, jointly and severally by these
presents.
' THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH THAT;
IWHEREAS, the above bounded Contractor has on the day
Of ,20 ,entered into a written contract with the aforesaid Owner.
forfumishing all materials,equipment,tools,superintendence,labor,and otherfacilities
and accessories,for the construction of certain improvements as designated, defined
' and described in the said Contract and the Conditions thereof, and in accordance with.
the specifications and plans therefore; a copy of said Contract being attached hereto
and made a part hereof:
1 •
NOW THEREFORE,if the said Contractor shall and-will,in all particulars,well,duly and .
faithfully observe, perform and abide by each and every covenant, condition, and part.
• of the said Contract,.and the,Conditions,•$pecifications,.Plans,-:Prevailing„Wage Law. ,.. .... .-,
1 ..
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
acceptancety the Owner, then this obligation,shall be and become null and 'void
;``
' otherwise it shall remain in full force and effect.
P ROVIDED F URTHER, that if the s aid Contractor fails to dul y pay for an y.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 sup,plies 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 Contractorfails 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 an amount not exceeding the amount of this obligation together with
Y 9 9 9
' interest as provided by law:
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 sotto do,-af
1
Kansas C i.ty,. MO on this the
day of:... , 20
Travelers Casualty -and Surety Company of America
' One Tower Square
Hartford, CT 06183 (860)277-1561 . Lehman Construction, L.L.C.
SURETY COMPANY RACT
1 .
BY SEAL BY 4NT
' Barbara A. Miller
BY (SEAL) BY (SEAL)
Attomey-in-fact (State Representative)
(Accompany this bond with Attomey-in-facts.authority from the .Surety Company,
.• certified to include the date of the bond.)
i
1
TRAVELERS
' POWER OF ATTORNEY
• Farmington Casualty Company St. Paul Guardian Insurance Company
Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company
' Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
' Surety Bond No. 105031334 Principal:Lehman Construction,LLC
OR
' Project Description: PROJECT NO. 32092 East Capitol Ave. Obligee:City of Jefferson City
Improvements(Lafayette to Chestnut)
' KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,
that St. Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly
organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty
and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty
' Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly
organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the
laws of the State of Wisconsin. (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint
Barbara A.Miller of the City of Kansas City ,State of MO ,their true and lawful Attorneys)-in-Fad,each in their separate capacity if more
' than one Is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings
obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
' IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 11th day of
August, 2006.
Farmington Casualty Company St.Paul Guardian Insurance Company
' • Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
rpr.su���a N SIINEyy �� p��'y �+sG9 o°P+t■IVgg4 ��.�..,y.••` �ynua,,y 4_..tTY't,YO
Vie$;`, • fS6 c+ 9� M pJRIO 92� CO 01= 'fo•r�r o�• ; =wuoo•r��� '� �Si"
f* °�ttl\$EAL�/�o �`SS�SL�•� �`O.es COtoi 1896
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1 I
State of Connecticut
City of Hartford ss. Geo a W. ompson, or Vice.President
' On this the 11th day of Au ust 2006 before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice
Y 9 p Y Pp 9 P 9
President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard
Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers
Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company,and that he, as
' such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by
himself as a duly authorized officer.
In Witness Whereof,I hereunto set my hand and official seal. °Ter
My Commission expires the 30th day of 3une,2011. E
Marie C.Tetreault,Notary Public
�ctF
1
•
1
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington
Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,Seaboard Surety Company,St.
Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St. Paul Mercury Insurance Company,Travelers Casualty and
' Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are
now in full force and effect,reading as follows:
OESOLVED, that the Chairman,the Resident,any Vice Chairman,any Executive Vice President,any Senior Vice Resident,any Vice Resident,
' any Second Vice Resident, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint
Attorneys An-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of
authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and
other writings obligatory in the nature of a band,recognizance,or conditional undertaking, and any of said officers or the Board of Directors at
' any time may remove any such appointee and revoke the power given him or her;and it is
FURTHER RESOLVED, that the Chairman, the Resident,any Vice Chairman,any Executive Vice Resident,any Senior Vice President or any
Vice Resident may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that
each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is
FURTHER RESOLVED, that any bond, recognizance, contract of Indemnity, or writing obligatory In the nature of a bond, recognizance, or
' conditional undertaking shall be valid and binding upon the Company when (a)signed by the Resident, any Vice Chairman,any Executive Vice
Resident, any Senior Vice Resident or any Vice Resident, any Second Vice Resident,the Treasurer,any Assistant Treasurer, the Corporate
Secretary or any Assistant Secretary and duty attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly
executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or
' their certificates of authority or by one or more Company officers pursuant to a written delegation of authority;and it is
FURTHER RESOLVED,that the signature of each of the following officers: Resident, any Executive Vice Resident,any Senior Vice Resident,
any Vice Resident, any Assistant Vice Resident, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by
' facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Residents,Resident Assistant Secretaries or
Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and
any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and
any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the
' future with respect to any bond or understanding to which it is attached.
I, KDri Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and
Guaranty Insurance Underwriters, Inc.,Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,
' Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States
qW
elity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by
said Companies,which is in full force and effect and has not been revoked.
IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of ,
' Kai M.Johanson,Assistant Secretary
ib't199=G o �9 g eta 79'27 i5 � Si[L c°"a S 0 p v 1
'4;p 4
To verify the authenticity of this Power ofAt*orney,cal11,51 0-421-3880 or contact us at slpau/lravelersbond com.Please refer to the
Attorney In Factnw"ber,the above-named individuals and the details of dire bond to which the power is attached
1
r
Thomas McGee, L.Ce
' I N S U R A N C E A G E N C Y • S I N C E 1 9 1 0
' 0 Main Street Suite 1700
P.O. Box 419013 Kansas City, Missouri 641 41-601 3
816-842-4800 • FAX 816-472-5018
www.thomasmcgee.com
June 13 2008
' City of Jefferson City, Missouri
320 East McCarty St.
Jefferson City, MO 65101
' RE: Contractor: Lehman Construction, LLC
Bond Number: 105031334
' Contract Price: $503,803.26
Project NO: 32092 East Capital Ave. Improvements (Lafayette to Chestnut)
' • Please accept this letter as your Consent of Surety to date the Performance Payment
and Guarantee Bonds, and Powers of Attorney in accordance with the contract
' agreement date.
Sincerely,
' TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
9&14wc a a;2V,
Barbara A. Miller
' Attorney-in-Fact
•
TRAVELERS
' POWER OF ATTORNEY
Farmington Casualty Company St.Paul Guardian Insurance Company
' Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
Surety Bond No. 105031334 Principal:Lehman Construction,LLC
OR
Project Description: PROJECT NO.32092 East Capitol Ave. Obligee:City of Jefferson City
Improvements(Lafayette to Chestnut)
' KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,
that St. Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly
organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty
and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty
Company Is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly
organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the
laws of the State of Wisconsin. (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint
Barbara A.Miller of the City of Kansas City ,State of MO ,their true and lawful Attorneys)-in-Fad,each in their separate capacity if more
than one is named above, to sign, execute, seat and acknowledge any and all bonds, recognizances, conditional undertakings and other writings
obligatory In the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of
contrails and executing or guaranteeing bonds and undertakings required or permitted In any actions or proceedings allowed by law.
' IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 11th day of
August,2006.
Farmington Casualty Company St.Paul Guardian Insurance Company
' Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company ®rrZ- -,M-% United States Fideli ty and Guaranty Company
State of Connecticut
City of Hartford ss. Geor6e WA*omp—son,(ZeAr Vice.President
' On this the 11th day of August,2006, before me personally appeared George W.Thompson, who acknowledged himself to be the Senior Vice
President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters,Inc., Seaboard
Surety Company, St. Paul Fire and Marine Insurance Company,St. Paul Guardian Insurance Company,St. Paul Mercury Insurance Company,Travelers
' Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as
such, being authorized so to do, executed the foregoing Instrument for the purposes therein contained by signing on behalf of the corporations by
himself as a duly authorized officer.
In Witness Whereof,I hereunto set my hand and official seal. a Ter
My Commission expires the 30th day of June,2011.
Marie C.Tetreault,Notary Public
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington
Casualty Corrpany,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,Seaboard Surety Company,St.
' Paul Fue and Marine Insurance Company,St. Paul Guardian Insurance Company,St. Paul Mercury Insurance Company,Travelers Casualty and
Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are
4 Ew in full force and effect,reading as follows:
SOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice Resident,
' any Second Vice Resident, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint
Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of
authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of Indemnity,and
other writhe obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at
any Ume may remove any such appointee and revoke the power given him or her;and It is
FURTHER RESOLVED,that the Chairman,the Resident,any Vice Chairman,any Executive Vice Resident,any Senior Vice Resident or any
' Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that
each such delegation Is In writing and a copy thereof is filed in the office of the Secretary;and it is
' FURTHER RESOLVED, that any bond, recognizance, contract of indemnity,or writing obligatory in the nature of a bond, recognizance, or
conditional undertaking shall be valid and binding upon the Company when (a)signed by the Resident,any Vice Chairman,any Executive Vice
Resident, any Senior Vice Resident or any Via Resident, any Second Vice Resident,the Treasurer,any Assistant Treasurer, the Corporate
Secretary or any Assistant Secretary and duty attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b)duly
executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed In his or her certificate or
their certificates of authority or by one or more Company officers pursuant to a written delegation of authority;and it Is
FURTHER RESOLVED,that the signature of each of the following officers: Resident,any Executive Vice Resident,any Senior Vice Resident,
any Vice Resident, any Assistant Vice Resident, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by
' facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Residents, Resident Assistant Secretaries or
Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and
any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and
any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the
future with respect to any bond or understanding to which It is attached.
I, Karl Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and
aranty Insurance Underwriters,Inc.,Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,
Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States
�u
elity and Guaranty Company do hereby certify that the above and foregoing Is a true and correct copy of the Power of Attorney executed by
said Companies,which is in full force and effect and has not been revoked.
IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 13 day of June NO -
—/ l� of
1 Kori M.Johanson,Assistant Secretary
r •su,�!` ry 0* ,)
=6 0 � 1977 mss, g27 °�B.AN`" �s � ,'\�•'d � . ,�
' To verify dine authentle ty of this Power ofAttorney,callI-WO-421-3880 or contact us at stpaulfravelersbond com.Please refer to the
Attorney In Fact number,the above-named individuals and the details of the bound to which the power is attached
•
• GENERAL PROVISIONS
' FORWARD
The following Articles GP-1 through GP-48 are"General Provisions of the Contract",modified as set forth
in the Special Provisions.
GP-1 CONTRACT DOCUMENTS
' It is expressly understood and agreed that the Contract Documents comprise the Notice to Bidders,
Instcuction 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"sh all mea n th e 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.
r
12. Similarly the words"approved",n reasonable n n,"suitable",, acceptable n n, properly' n, 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.
1
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 sufficient 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 to 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. i
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 '
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 Liability with '
a limit of$300,000 per person. The"All State"endorsement shall be included.
,j
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
t 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
1 -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-6.10 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 machineryand 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.
1 -
G P-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 by the 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
i
' 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 in case 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
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 Ao endeavor to protect against defects and
deficiencies in the work.
The Contractor shall regard and obey the directions and instructions of the Construction Representative
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 alt11wes-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 may be 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 I
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 profile 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 bench marks. If such stakes and bench mark 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 bythe Construction Representative may be ordered removed and •
replaced at the Contractor's expense.
1
GP-15 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 by the 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
' • 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 b means of warning lights at night. All lights used
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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
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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. '
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 bythe 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
' p 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
' Contract or 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 worKaffected 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. aj
' 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 Highwayand
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.
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' 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 overflows,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 bythe 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.
GP-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 by the Contractor to 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
' ti or events discovered or occurring during the progress of the work.
1
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 may be 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 ,
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.
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(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. 5
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' (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
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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,whenever there is a period of excessive unemployment
in Missouri,agrees to hold harmless and indemnify the City of Jefferson,Missouri,for any liability that 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
i
P'R�v�S,�Ns
SpEG�AL .
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 IB-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 is 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 i
Missouri Standard Specifications for Highway Construction except as modified or
contradicted by the Contract, City of Jefferson Technical Specifications, General
Provisions, Special Provisions, Detail Plans, and any special or specific Specifications 1
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 9/2007 and attached here to 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.ieffcitymo.org and are '
available upon request from the Department of Community Development.
•
i
' 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 preconstruction 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.
' Contractor shall take all means practical to protect any damage to the existing rock wall
on the left side of East Capitol Avenue (old prison wall). This includes standing
structure, adjoining structures, and downed blocks or other material.
' SP-8 SEQUENCING AND EROSION CONTROL
The contractor shall pave East Capitol Ave. prior to paving Cherry Street.
' 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
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.
Prior to driveway removal to any dwelling or building, Contractor shall notify inhabitants
of such structures that the use of the driveway 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.
Access to the State Lot located in the 700 Block of E. Capitol Ave. shall be maintained at
all times.
' SP-10 STREET CLOSURE DURATION AND TIMING
Street closure duration may not exceed the.following unless otherwise specified in these
plans, provisions, or technical specifications. The following does not apply to Pedestrian
' access as it must be maintained at all times (see special provision 9 above).
Cherry St. from Commercial Way to E. Capitol Ave., maybe closed for street
reconstruction
E. Capitol Ave. from Lafayette St. to 2+75, shall be open to state lot traffic at all times.
Access maybe granted though plating or other City approved methods.
E. Capitol Ave. from 2+75 to 3+70, maybe closed for 10 working days
E. Capitol Ave. from 3+70 to 8+25, maybe closed to through traffic for street
reconstruction .
' Commercial Way from Lafayette St. to Cherry St., shall be open at all times.
Commercial Way from Cherry St. to Chestnut St. and Alley from Commercial Way to E.
Capitol Ave., maybe closed for sanitary sewer and related work, and shall not be closed
' at any point in time when Cherry St. and E. Capitol Ave are closed.
SP-11 CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL '
On all streets open to traffic contractor shall provide necessary traffic control personnel, •
such as flagmen, & 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 &
equipment and to protect the public by marking open trenches &other potential dangers. '
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. '
SP-12 CONSTRUCTION STAKING
Construction staking for this project will be performed by the City of Jefferson. 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. ,
This does not include any work necessary to locate, preserve, or reset property pins that
maybe affected by this work. The contractor shall reference TS-26. Page 2 of these '
plans show property pins which were located by the survey.
SP-13 ROCK EXCAVATION
No explosives shall be used on this project. Rock shall be removed by mechanical '
chipping,jack-hammering or other methods approved by the Engineer.
SP-14 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, service lines, manholes and other ,
appurtenances not specifically called out on the plans shall be subsidiary to the work.
Contractor& utilities coordination for this project is critical and will be discussed in detail '
at the preconstruction meeting. To help with coordination efforts an additional 20
working days has been included in the 60 working day contract. Note, working days will
not be counted if the contractor can not work due to coordination efforts. The following '
is a summary of work to be preformed in-conjunction with this project.
• Once the street cut has been made Missouri American Water Co. and Ameren-UE
will relay their lines '
• Arheren-UE will reset poles in the sidewalk (left side of Cherry'St.)and install lights &
electrical lines associated with the 2° conduit& boxes installed by the contractor
• MO State electrical contractor will remove and relocate high voltage electrical lines
along the prison wall (left side of E. Capitol Ave.) '
SP-15 TREE AND OTHER VEGITATION REMOVAL
All trees marked for removal or those in direct conflict with the plans improvements '
should be removed in the entirety. All other trees should be protected to the greatest
degree practical. Report any discrepancies in plans to engineer immediately.
All vegetation (trees, brush, bushes, flowers, extra) in direct conflict with improvements ,
shall be removed.
1
' Any landscaping objects- such as statues or garden edging -encountered in the grading
• area should be returned to the property owner.
' SP-16 PAVING AND GRADING
East Capitol Ave and Cherry St. shall be paved as asphalt. The start to the fourth leg of
the East Capitol Ave. & Cherry St. intersection, driveways, sidewalks, protected parking
' lanes, and any paved surface in Commercial Way (Alternate A)or the Alley (Alternate A)
shall be paved as concrete. All pavements should conform to the sections of pavement
shown on page 4 of these plans, all City Standard Drawings and Technical
' specifications, and all other provisions in this contract, unless otherwise noted.
The contractor shall pave East Capitol Ave. prior to paving Cherry Street.
The general grading of roadways should conform to the following, more detailed
information can be found on these plans:
' • Grade East Capitol Ave. such that the gutter line is held for the length of East Capitol
Ave. gutter replacement
• Grade Cherry St. such that water will run to the right gutter line of East Capitol Ave.
' without pooling
• Grade the start to the concrete leg of the East Capitol Ave. & Cherry St. intersection
such that water will run to the left gutter line of East Capitol Ave. without pooling
• Grade parking lanes to drain to the gutter line of East Capitol Ave. without pooling
• Match existing grade of Commercial Way and Alley, finished grade should prevent
water from pooling
' • SP-17 DETECTABLE WARNING PANELS
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
' vertical displacement occurs between the panel and the surrounding concrete.
The proposed panels shall be CAST in TACT Detectable Warning Panels cast-in-place
' tiles or approved equal. The panels are to be Salem Red in color, and shall be made up
of 2.5' panels, 5.0' panels, or other widths as approved by City Engineer.
SP-18 STAIRWAYS
' All stairways shall be constructed to match the existing sidewalk width or to the width
indicated on these plans. Stairs should be constructed of concrete or approved equal
and have a 4°wide curb running the full length of the stairway as indicated on page 10 of
' these plans. A handrail (handrail stairs -detailed on page 10 of these plans)shall be
installed on both sides of all stairways unless otherwise indicated.
' Where stairways are located in or abut the modular wall they should be constructed
perpendicularly to the street face of the modular wall.
SP-19 MODULAR BLOCK WALL
' All 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 any modular wall. The blocks used in the
• wall shall be Versa-Lok or approved equal. The blocks must be solid; no hollow core
blocks will be accepted..
Where stairs intersect the modular block wall, the modular wall shall be the same height ,
on either side of the stairwell. For any stairwell in or abutting the modular wall, a vertical •
or straight modular block wall (or approved equal) shall be extended for the entire length ,
of the stairwell. Vertical or straight modular wall (or approved equal) should visually tie
into the modular block wall facing the street and should be considered in the sealed
modular block wall design drawings submitted for approval.
SP-20 TOPSOIL IN AREAS TO BE SEEDED ,
Top six (6)inches of all project areas to be vegetated shall be free of rocks, stones and
clods prior to seeding. This may require contractor to utilize a mechanical rock rake, '
hand picking stones, and/or placement of six(6) inches of clean topsoil in areas to be
vegetated. All areas to be vegetated shall be inspected prior to seeding, and any
deficiency shall be corrected prior to seed application. ,
SP-21 Finished Seed
All finished seeding shall be 80% millennium Fescue, 10% Pizzazz Rye,and 10% ,
Brooklawn Bluegrass at 350 lbs/acre (.072 Ib/sy) and fertilizer as specified in TS-9.3.
The area is to be covered with wheat straw at a rate of 2000 lbs/acre (0.413 Ib/sy). The
straw is to be secured to the ground by means of mechanical crimping or by the '
application of FINN Hydro Stick, a gum based tackifier, or approved equal at a rate of 30
Ibs/acre (0.006 Ib/sy).
Hydro Seeding is an acceptable method of seeding. If hydro seeding the seeding '
mixture shall contain the seed mix listed above and Second Nature Paper Fiber Mulch at
2000 Ibs/acre. The mix should also contain Finn-Hydromax Additive at 5 gal/acre, Finn-
HPN Soluble Fertillizer(10-44-6)at 7.5 Ibs/acre, and EarthGuard Fiber Mztrix Erosion • '
Control System at 4 gal/acre. Like materials form other manufactures may be accepted
upon review by the project engineer approved.
All seed shall be placed in a timely manner, as approved by the project engineer.
Application of seed may include full or partial project application.
The City of Jefferson, the State of Missouri, nor any property owner, should be ,
responsible for watering any placed seed. The contractor may water seed as they see
fit, or work with property owners to establish a watering agreement. ,
SP-22 ALTERNATIVE A—SANITARY SEWER LINE A ALTERNATE
For this project the City may or may not accept Alternative A as part of this contract. '
If the City accepts Alternate A, all related work to the alternative will be paid at the
Alternate A bid price, even if it is a duplicate of a pervious bid item.
SP-23 MEASUREMENT AND PAYMENT ,
Item No. 1 —Construction Signage/Traffic Control
This item shall include all labor, material, equipment, and services necessary to ,
provide signage shown in these plans and all barrels, cones, flaggers, and other .
apparatus needed to meet the requirements of the MUTCD and aforementioned
special provisions. 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.
a
' Item No. 2— Removals
• This item shall include all labor, material, equipment, and services necessary to
' remove natural elements and prior improvements to the site. The requirements
for these removals are contained in the Technical Street Specifications. This
item does not include elements covered in other item in this bid (example rock
excavation).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.
' 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. 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
to 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
' 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 removal
' and disposal of fence after establishment of grass. Measurement will be made by
linear foot of fence installed, and will be paid by the linear foot at bid unit price.
Item No. 7—Sign Reinstallation
This item shall include all labor, material, equipment, and services necessary for
the reinstallation of the existing roadway signs. The reinstallation shall meet and
' follow the City of Jefferson Standard Drawings and Technical Specification and
those requirements of the MUTCD. The work provided herein will be measured
per each sign reinstalled; and will be paid in a like fashion at the bid unit price.
1
Item No. 8—Utility Adjustment ,
This item shall include all labor, material, equipment, and services necessary for •
the adjustment of the existing utility meters, valves, or utility.boxes. The ,
adjustment shall meet and follow the standards set forth by the respective utilities
and be brought to the proposed grade. The work provided herein will be
measured per each meter, valve or box adjusted; and will be paid in a like 1
fashion at the bid.unit price.
Item No. 9— Pipe Abandonment—Cap
This item shall included all labor, material, equipment, and services necessary for '
the abandonment of existing sanitary sewer pipe by means of capping. This item
shall include but is not limited to, concrete, sealing, and surface repair. The work
provided here in will be measured per cap constructed, and will be paid in a like ,
fashion at the unit price.
Item No. 10—SS Lamphole ,
This item shall include all labor, material, equipment, and services necessary for
the construction of a sanitary sewer lamphole. The lamphole is to be constructed
as shown on the plans &as detailed in the City of Jefferson Standard Drawings
and Technical Specifications. The work provided herein will be measured per '
each lamphole constructed, and will be paid in a like fashion at the bid unit price.
Item No. 11 —Chain Link Fence '
This item shall included all labor, material, equipment, and services necessary for
the installation of new or relocation of existing chain link fence near the prison
wall. This includes but is not limited to pole and alignment adjustments, removal • '
of razor wire on sections being relocated, and installation of additional poles and
chain link. All new fencing shall match the existing fence height and type.
Measurement will be made by linear foot of fence, and will be paid by the linear ,
foot at bid unit price.
Item No.. 12—2 inch Conduit with Electric Lines
This item shall include all labor, material, equipment, and services necessary for '
installation of a 2 inch conduit for electric lines. Installation of conduit should
meet and follow standards set forth by the electric utility and the City of Jefferson.
The work provided herein will be measured per linear foot installed, and will be ,
paid in a like fashion at the bid unit price.
Item No. 13—Conduit Boxes ,
This item shall include all labor, equipment, and services necessary for
installation of provided boxes located along the 2 inch conduit. Installation of
boxes should meet and follow standards set forth by the electric utility and City of
Jefferson. This includes but is not limited to trenching, connections to 2" conduit, ,
and backfilling. The work provided herein will be measured per box installed at
the bid unit price.
Item No. 14—Asphalt 8.5" Base (AC BASE)
This item shall include all labor, material, equipment, and services necessary for the
placement of asphalt base. The base shall be placed as shown on the plans and ,
shall conform to City of Jefferson Technical Specification. The base shall be placed
in lifts of no greater than four(4) inches. The work provided herein will be measured
by the ton, and will be paid in a like fashion at the bid unit price. '
1 Item No. 15—Asphalt 1.5"Surface (AC Surface BP)
• This item shall included all labor, material, equipment, and services necessary for the
' placement of the asphalt surface. The pavement shall be placed as shown on the
plans and shall conform to City of Jefferson Technical Specifications. The work
provided herein will be measured by the ton, and will be paid in a like fashion at the
bid unit price
. � Item No. 16—6" Concrete Parking Lane .
This item shall included all labor, material, erumpent and services necessary for the
construction of six(6)inch concrete parking lane. The pavement shall be placed as
' shown on the plans and shall conform to City of Jefferson Technical Specification.
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. 17—Curb and Gutter
' This item shall include all labor, material, equipment, and services necessary for the
construction of curb and gutter in accordance with these plans, City of Jefferson
Standard Drawings, and City of Jefferson Technical Specifications. The work
' provided herein will be measured by the linear foot at the base of the curb line.The
work provided herein will be measured by the liner foot, and will be paid in a like
fashion at the bid unit price.
1 Item No. 19—Residential Driveway Approach 6" PCC
This item shall include all labor, material, equipment, and services necessary for the
construction of residential drive approaches as shown and detailed on the plans and
' City of Jefferson Standard Drawings.This item shall include all dowels,joints,
expansion, and sealer as required. The work provided herein will be measured by
square yard, and will be paid in a like fashion at the bid unit price.
' Item No. 18—Residential or Commercial 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. 20—Commercial Approach 8" PCC
This item shall include all labor, material, equipment, and services necessary for the
construction of a 8"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 and Technical Specifications. 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. 21 —Bus Shelter Adjustment
This item shall include all labor, materials, equipment, and services necessary for the
bus shelter to be adjusted from it's current location to a location centered on the 1 Oft
sidewalk pad provided for it. The shelter shall be placed as indicated herein, shown
' and detailed on the plans, and in accordance with industry installation standards.
• The work provided herein will be measured by each shelter relocated, and will be
paid in a like fashion at the bid unit price.
Item No. 22—6" PCC, ADA Approved Ramps 1
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 and in
accordance with these plans. The work shall include the sawing and placement
of all joints, placement of expansion, and resulting curb and gutter work. The
work provided herein will be measured by the square yard of constructed
sidewalk, and will be paid in a like fashion at the bid unit price
Item No. 23— Detectable Warnings Panels '
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 provisions. 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. 24—4" PCC Sidewalk ,
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, and will be '
paid in a like fashion at the bid unit price
Item No. 25—2:1 Sidewalk Stairs (6.00" Rise)
This item shall include all labor, material, equipment, and services necessary for • ,
the construction of 2:1 stairs abutting the sidewalk. The stairs are to be installed
as detailed in the City of Jefferson Standard Drawings and according to these
plans. The work shall=include all rebar, dowels, sawing and placement of all ,
joints, and expansion as specified or shown on these plans or in the City of
Jefferson Standard Drawings. The work provided here in will be measured by
the cubic yard; and will be paid in a like fashion at the bid unit price. '
Item No. 26—3:1 Sidewalk Stairs (4.75" Rise)
This item shall include all labor, material, equipment, and services necessary for ,
the construction of 3:1 stairs abutting the sidewalk. The stairs are to be installed
as detailed in the City of Jefferson Standard Drawings and according to these
plans. The work shall include all rebar, dowels, sawing and placement of all '
joints, and expansion as specified or shown on these plans or in the City of
Jefferson Standard Drawings. The work provided here in will be measured by
the cubic yard; and will be paid in a like fashion at the bid unit price.
Item No. 27— Handrail (Sidewalk Stairs)
This item shall include all labor, material, equipment, and services necessary for ,
the construction of brown ADA compliant sidewalk stairs horizontal railing. The
railing shall be installed as detailed in these plans, City of Jefferson Technical
Specifications and in accordance with ADA and Missouri State Standards. The ,
work provided herein will be measured by the linear foot of railing, and will be
paid in a like fashion at the bid unit price. •
_ t
Item No. 28— Handrail (Type 3)
• This item shall include all labor, material, equipment, and services necessary for
' the construction of brown type 3 horizontal railing. The railing shall be installed
as detailed in the City of Jefferson Standard Drawings &Technical Specifications
and in accordance with these plans. 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. 29—Weathered Modular Wall, Sandstone or Buff 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 provisions and shall be Versa-Lok Weathered Blocks,
sandstone or buff in color or approved equal. 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. 30—Weathered Modular Wall Cap, Sand Stone or Buff Block
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 provisions. The blocks shall be
Versa-Lok Weathered Blocks, sandstone or buff in color or approved equal. 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. 31 — Finished Seeding
This item shall include all labor, material, equipment, and services necessary for
' the application of finished seed. All work shall meet City of Jefferson Standards,
Technical Specifications, and requirement in aforementioned specials provisions.
This shall include but is not limited to seed bed preparation, fertilizer, seed, and
' straw. 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. 32—Erosion Blanket(Short Life)
This item shall include all labor, material, equipment, and services necessary-fdr
the installation of a short term erosion control blanket. This blanket shall be North
American Green S150 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 on all 3:1 or greater slopes and as
indicated in these plans. This item shall also include all fertilizing and seeding
required. Seeding shall be a finished seeding mixture as previously described or
engineer approved equal. 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. 33—Construction Signage/Traffic Control [Alternate A]
This item shall include all labor, material, equipment, and services necessary to
' provide signage shown in these plans and all barrels, cones, flaggers, and other
apparatus needed to meet the requirements of the MUTCD and aforementioned
• special provisions. 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. 34—Removals [Alternate A] '
This item shall include all labor, material, equipment, and services necessary to
remove natural elements and prior improvements to the site. The requirements
for these removals are contained in the Technical Street Specifications. This ,
item does not include elements covered in other item in this bid (example rock
excavation). 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. 35— Rock Excavation [Alternate A]
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.
Item No. 36— Earth Work [Alternate A] '
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. 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. 37—Sub Grade Stabilization [Alternate A]
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 r
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
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. 38—Silt Fence [Alternate A]
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 removal
and disposal of fence after establishment of grass. Measurement will be made by '
linear foot of fence installed, and will be paid by the linear foot at bid unit price.
Item No. 39—7 PCC Street Patch/Repair [Alternate A]
This item shall include all labor, material, equipment, and services necessary for ,
the construction of 7 PCC street repair. The 7" PCC street patch and repair
shall be installed as detailed in the City of Jefferson Standard Drawings, City of
Jefferson Technical Specifications, 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. 40—Gravel Alleyway Repair [Alternate A]
• This item shall include all labor, material, equipment, and services necessary for
the placement and compaction of a Road Rock to create Alleyway surface. This
' shall be placed as shown and detailed on the plans and detailed in the City of
Jefferson Standard Drawings and Technical Specifications. This item shall
include but.is not limited to all grading and compaction of road rock to create a
useable gravel'traffic surface. 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. 41 —4" Dia. Sanitary Sewer lateral [Alternate A]
This item shall include all labor, material, equipment, and services necessary for
the location, installation, and connections of 4" 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 Contractor should work with the Wastwater Division to insure
' all sanitary sewer laterals are located and connected into the existing system. .
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. 42— 8" Dia. PVC [Alternate A]
This item shall include all labor, material, equipment, and services necessary for
the installation of 8" Dia. PVC. 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. 43— Concrete Pipe Collar[Alternate A]
This item shall include all labor, material, equipment, and services necessary for
the installation of a Concrete Pipe Collar as shown on the plans. The work
provided herein will be measured per each collar constructed, and will be paid in
' a like fashion at the bid unit price.
Item No. 44—SS Lamphole [Alternate A]
This item shall include all labor, material, equipment, and services necessary for
' the construction of a sanitary sewer lamphole. The lamphole is to be constructed
as shown on the plans &as detailed in the City of Jefferson Standard Drawings
and Technical Specifications. The work provided herein will be measured per
each lamphole constructed, and will be paid in a like fashion at the bid unit price.
Item No. 45—SS MH 4' Dia. [Alternate A]
This item shall include all labor, material, equipment, and services necessary for
the construction of a 4' Dia. sanitary sewer manhole. The manhole is to be -
constructed as shown or detailed on the plans, in the City of Jefferson Standard
' Drawings and Technical Specifications. This item shall include all vertical foot
construction, connections to system, and any 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.
•
Item No. 46—SS Drop MH 4' Dia. [Alternate A] '
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
Standard Drawings and Technical Specifications. This item shall include all
vertical foot construction, connections to system, and any 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.
Item No, 47— Modular Wall, Standard Gray Block [Alternate A] ,
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 provisions and shall be Versa-Lok Standard Blocks,
gray in color or approved equal. 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. 48— Modular Wall Cap, Standard Gray Block [Alternate A]
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 provisions. The blocks shall be
Versa-Lok Standard Blocks, gray in color or approved equal. 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. 49—Finished Seeding [Altemate A] r
This item shall include all labor, material, equipment, and services necessary for
the application of finished seed. All work shall meet City of Jefferson Standards, '
Technical Specifications, and requirement in aforementioned specials provisions.
This shall include but is not limited to seed bed-preparation, fertilizer, seed, and
straw. The work provided herein will be measured by the square yard, and will ,
be paid in a like fashion at the bid unit price.
END OF SPECIAL PROVISIONS
•
Illi
' Item No. 46—SS Drop M 4' Dia.`[Alternate A]
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
Standard Drawings and Technical Specifications. This item shall include all
' vertical foot construction, connections to system, and any 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.
iItem No. 47— Finished Seeding [Alternate A]
This item shall include all labor, material, equipment, and services necessary for
the application of finished seed. All work shall meet City of Jefferson Standards,
Technical Specifications, and requirement in aforementioned specials provisions.
This shall include but is not limited to seed bed preparation, fertilizer, seed, and
' straw. The work provided herein will be measured by the square yard, and will
be paid in a like fashion at the bid unit price.
' END OF SPECIAL PROVISIONS
•
i _
tADDENDUM NO. 1
• CITY PROJECT NO.32092
' EAST CAPITOL AVENUE (Lafayette to Chestnut)
COMMUNITY DEVELOPMENT
May 30, 2008
' 1. The bidder will acknowledge receipt of this Addendum and his acceptance of its conditions by
signing this Addendum and including it with his bid.
' BIDDER:
' BY:
' TITLE:
' • ADENDUM
1. The pre-bid minutes.
' CITY OF JEFFERSON, MISSOURI
PATRICK E. SULLIVAN, P.E.
DIRECTOR OF COMMUNITY DEVELOPMENT
1
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' City of .
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COMMUNITY DEVELOPMENT "building a better community"
Z:\CITY-PROJECTS\32092-East Capitol Ave.,Chestnut to Lafayette\Contract Documents\Addedem_l.doc
1
OF
' City of Jefferson i i o John Landwehr
a
_ Mayor
• Department of Community Development Patrick E.Sullivan, P.E.; Director
' 320 East McCarty Street Phone: (573)634-6410
Jefferson City,Missouri 65101 43 Fax: (573)634-6562
' May 30, 2008
Subject: E. Capitol Ave (Lafayette to Chestnut)
' City Project No. 32092
Pre-bid Conference Notes
' A pre-bid conference was held in the small conference room of City Hall on Tuesday, May 27, 2008 for
the above noted project. Those attending the meeting are as listed below:
NAME REPRESENTING PHONE
Bryant Gaines Sam Gaines Construction (573) 295-6157
Kevin Harvey Muenks Bros Construction (573) 897-2126
' Darrell Kolb Stockman Construction (573) 635-1316
Patrick Kliethermes City of Jefferson, Community Dev. (573) 634-6410
Britt Smith City of Jefferson, Community Dev. (573) 634-6410
' 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:
NOTEABLE DATES: Questions Cut-Off—Friday, May 30, 2008 12:00pm
Bid Opening—Tuesday, June 3, 2008, 1:30pm
' Anticipated Notice to Proceed—Monday July 14, 2008
CONTRACT TIME: 60 working days
LIQUIDATED DAMAGES: $500.00 per calendar day
' WAGE ODER: 14
Once the bid process is completed and a contract is signed all project correspondence should go
through the city project inspector. The city project inspector for this project will be Steve Wankum.
Several of the properties along Cherry Street are for sale or have sold in the resent past. As such the
contractor will be provided with updated property owner information at the preconstruction meeting..
1
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1
SPECIAL PROVISIONS REVIEW:
The special provisions section of this project was reviewed. Special attention was given to the following:
• SP-07 Contractor shall take all means practical to protect the existing rock wall on the left side
of E. Capitol Ave. including standing structure, adjoining structures, and downed blocks
or other materials.
• SP-10 Street closure duration and timing was reviewed please.refer to SP for details.
• SP-14 Utility coordination is critical to this project. Utility coordination efforts were reviewed
and it was indicated more detailed discussed would occur at pre-construction meeting.
' • SP-19 Where concrete stairs intersect the modular block wall, the modular wall shall be the
same height on either side of the stairwell. For any stairwell in or abutting the modular
wall, a vertical or straight modular block wall shall be extended for the entire length of
' the stairwell. Vertical or straight modular wall should visually tie into the modular block
wall facing.the street and should be considered in the sealed modular block wall design
drawings submitted for approval.
• SP-22 The City is still working on obtaining easements for sanitary sewer line A work. The City
may or may not accept this alternative.
' PLAN REVIEW:
Attention was drawn to each area of the plans.
' • Found iron pins are located on page 2 of these plans. The City survey crew will not be resetting
any disturbed pins per special provision 12 and technical specification 26.
• Typical cross section and some grading information can be found on page 4 of these plans.
' • • The existing bus shelter on the northeast side of the state lot commercial driveway should be
moved to the l Oft pad on the northwest side of the state lot commercial driveway.
• The existing sanitary sewer running along-the left side of E. Capitol Ave. should be caped at the
' exit to the clean out near tower 3 and removed to where the new lamphole will be installed,
approximately station 7+50.
• Utilities will be providing temporary services near the intersection of Cherry and E. Capitol Ave.
These temporary services should not be damaged during construction.
• E. Capitol Ave. will be paved before Cherry Street per special provisions.
• Any chain link fence needing to be relocated, removed and reinstalled, or in other ways modified
' will be paid under the chain link fence bid item. At the top of this fence there is razor wire that
the contractor may remove and not reinstall per the State of Missouri.
• The northeast leg of the Cherry St. and E. Capitol Ave. intersection is to be considered a
' commercial approach and will be concrete.
• Near 5+00 the 2" electrical conduit crosses E. Capitol Ave. and runs down Cherry Street. This
' location is a suggested location the contractor may modify this location with in reason and as
approved by City representative, given the following:
o 2" conduit should perpendicularly cross E. Capitol and not in the intersection with Cherry
o 2" conduit must connect to the indicated conduit box
o 2" conduit must run along the back side of the Cherry St. curb and gutter.
o 2" conduit must be installed according to electric utility and City of Jefferson standards.
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• The conduit boxes to be installed are being provided by Ameren UE.
• Several existing wall dead men are located in the north side project area between station 6+25
' and 7+00. The City has done some potholing and believes all dead men that are going to be
affected by this project have been previously cut or in other ways damaged and can be removed
where they are indirect conflict with the planed improvements. There are, however, a few dead
' men labeled LIP (leave in place) on these plans, these dead men are believed to be located such
that improvements will not affect them. If for some reason additional undamaged wall dead men
or dead men marked LIP are in direct conflict with the planed improvements, then the Contractor
' should contact the City inspector immediately.
• Behind the wall of 201 Cherry Street near station 6+50 a 4"PCC pad should visually connect the
top of the wall to the existing concrete as indicated on these plans. This pad will be measured
' and paid as 4"PCC sidewalk.
• Modular walls should be sandstone or buff colored versa-lok weathered blocks, or approved
equal per special provision 23 bid items no. 29 & 30. Where stairs intersect the modular block
wall, the wall should conform to special provision 19 paragraph 2 and all other standards and
specifications.
' • All stairwells are labeled with the type of steps to be installed, if a handrail should be installed, &
unless otherwise indicated on these plans should match the existing sidewalk or stairway width.
• Brown handrail should be installed as indicated on these plans. Type 3 handrail along curves
t should be constructed as separate units as indicated on these plans. Type 3 handrails should be
installed behind the retaining wall (see cross sections page 9) and stair handrail should be
installed in the 4"curb and run the length of the stairwell (page 10).
• SS work shown on pages 15 and 16 correspond to alternate A that may or may not be accepted.
' • On pages 15 & 16 areas of alleys marked with diagonal hatching should be gravel and areas
hatched with dots should be concrete pavement.
' • The sanitary sewer lamphole should be located in the existing driveway of 201 Cherry Street.
The existing driveway should be repaired and paid as 7" PCC pavement. The yard should be
graded to the driveway.
• A parking garage exists behind 207 Cherry Street. The garage is to be left in place and does has
a sanitary sewer lateral exiting the garage, which should be connected into the new system.
• Several sanitary sewer cleanouts were found and the related sanitary sewer laterals are estimated
on these plans. Contractor should work with the wastewater department to locate and verify the
connection of all sanitary sewer laterals.
QUESTION/ANSWER: (Received at pre-bid meeting, by telephone, e-mail, etc. prior to 12:00 PM
Friday May 30, 2008)
' QUESTION: What goes into moving a bus shelter?
ANSWER: The bus shelter will need to be un-bolted from its current location moved to the new
location and re-bolted to the new sidewalk pad provided for it. Bus shelters are light
enough several workers can move it and if not bolted or in other ways tied down it can be
blown around by the wind.
City�of
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COMMUNfTY DEVELOPMENT "building a better communit "
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QUESTION: Are the steps concrete or modular block?
• ANSWER: All steps should be concrete unless otherwise approved by the City.
' QUESTION: What is the Short Term Erosion Control Blanket?
ANSWER: The short term erosion control blanket called out in these plans is North American Green
S150 using the green dot patter (1.7 staples per square yard) or approved equal (per
special provision 23 bid item no. 32). The blanket is.further described as follows:
* 100% Straw
' * Meets FHWA FP—03
* Type 2.1) Short Term Double Net ECB,up to 12 month longevity
* Double Net Erosion Control Blanket for moderate flow (3:1 to 2:1 slopes)
' * Lightweight Photodegradable Polypropylene thread on 1.5 inch centers (both sides)
QUESTION: Is there any special seeding requirements?
' ANSWER: The only special provisions for seeding are number 21 (Finished Seed) and number 23
bid item no. 31 &32 (Measurement and payment—Finished Seeding&Erosion Blanket),
which outline the seed mixture, manner of seeding, payment for seeding and other related
' information. Contractors are reminded seeding maybe placed in full or partial project
applications per special provision 21,paragraph 4.
QUESTION: Is there any temporary surfacing included in this contract, to allow for driveway access?
ANSWER: No, there is no temporary surfacing included in this contract. Any temporary surfacing a
Contractor chooses to utilize to accomplish the contracted work will be utilized at the
• Contractor's expense.
QUESTION: Are all the trees along the right side of the 700block of E. Capitol Ave. being removed?
' ANSWER: Yes, all the trees in the greenway on the right side of E. Capitol are being removed. It is
suggested that contractors look at the size of these trees and others marked for removal.
' QUESTION: Where is the.2" conduit located? Should trench be backfilled with gravel?
ANSWER: The 2" conduit runs on the left (northeast) side of E. Capitol Ave. from the conduit box
(approx. station 1+90) to the existing street light (approx. station 7+00) and on the left
' (northwest) side of Cherry St. from the last utility pole (approx. station 51+15) to conduit
box (approx. station 52+75). Along E. Capitol Ave. the conduit should run in the
' greenway, and along Cherry St. the conduit should run along the back side of the curb
and gutter and perpendicularly cross E. Capitol Ave. When the conduit is located under
pavement the trench should be backfilled with gravel to the covering pavement. Further
' installation requirements should conform and meet electric utility and Jefferson City
standards per special provision 23 bid item no. 12.
QUESTION: Who is the Missouri State contact for this project?
ANSWER: The State of Missouri contact is Charlie Brzuchalski (573) 526-7814.
City of .
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COMMUNITY DEVELOPMENT "building abetter community"
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iQUESTION: Dose the sanitary sewer pipe roughly between stations 3+50 & 7+50 have to be removed?
• If it dose, could someone gout in the sanitary sewer.pipe instead of removing it?
1 ANSWER: The existing sanitary sewer pipe referenced in the question should be intercepted in the
grading and should be removed, and will be paid for as part of the lump sum removal bid
item (item no. 2). However if a contract wanted to fill portions of this pipe not
1 intercepted during grading, with an approved grout material, instead of removing it, then
this would be considered an acceptable alternative. Contractors are advised any grout
work and materials will not be a pay item in this contract.
1 QUESTION: What type is the existing manhole(1+20.5) that the sanitary sewer is tying into?
ANSWER: The existing manhole is brick and very shallow.
1 QUESTION: Dose the sanitary sewer lateral running parallel with Commercial Way coming from 209
Cherry St. need to go through or under the retaining walls or can it connect' to the
1 Sanitary Sewer pipe on Commercial Way?
ANSWER: If prior to a viable connection point, a lateral goes under a wall or structure not marked as
remove on these plans, then the laterals should be run around the wall or structures along
' an approved routs,until it can be connected into the new piping system.
Please remember all laterals shown are as best estimated location and the contractor will
need to work with the wastewater department to locate and connect all sanitary sewer
' laterals.
' • Sincerely,
Tia Jenkins
' Design Engineer
(573) 634-6538
tjenkinsna jeffcitMo.org
320 E. McCarty Street
Jefferson City, MO 65101
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1 " COMMUNITY DEVELOPMENT "building a better community"
Z:1ClTY-PROJECTS132092-East Capitol Ave.:Chestnut to LafayettetContract DocumentsMdedem_1.doc
1
' ADDENDUM NO. 2
CITY PROJECT NO.32092
• EAST CAPITOL AVENUE (Lafayette to Chestnut)
COMMUNITY DEVELOPMENT
May 30, 2008
of it conditions b
1. The bidder will acknowledge receipt of this Addendum and his acceptance s y
signing this Addendum and including it with his bid.
BIDDER:
BY:
TITLE:
' ADENDUM
1. The following question was revived after the 12:00pm question cut off on May 30, 2008, but
due to the impact on the project bid it was addressed as follows:
' •
QUESTION: There is no bid item for rolled stone base. How is the City going to pay for this? Is it
Q Yg
incidental? Will a new bid tab becoming out with Addendum No. 1?
ANSWER: The rolled stone base required-under pavements should be included in the contractors bid
for that pavement. For example, bid item 39 — 7" PCC Street Pavement Patch/Repair
' should included the seven inches of concrete, the corresponding rolled stone base, and all
other material, equipment and services necessary for the construction. Like wise bid
items 14—Asphalt 8.5" Base (AC Base) and 15 —Asphalt 1.5" Surface (AC Surface BP)
should included the six inch min compacted subgrade to 95% of standard max density,
the 3" rolled stone base, the 8.5" A.C. Base, the 1.5" Surface, and all other material,
equipment and service necessary for the construction. If a contractor has questions
regarding this please contact Tia Jenkins(573 634-6538) before Tuesday June 3, 2008.
Further, as there is no change in bid items, there is no new bid tab included in Addendum
No. 1 or in Addendum No. 2.
' CITY OF JEFFERSON,MISSOURI
PATRICK E. SULLIVAN, P.E.
' DIRECTOR OF COMMUNITY DEVELOPMENT
•
1
.Y
FINANCE DEPARTMENT
PURCHASING DIVISION
SUBJECT: Bid 2398 - Project No. 32092, East Capitol Ave Improvements,
Lafayette to Chestnut St., Community Development, Engineering
Opened June 3, 2008
BIDS RECEIVED:
Lehman Construction, LLC, California, MO $ 503,803.26
Concrete Engineering, Jefferson City, MO $ 520,613.00
J.C. Industries, Jefferson City, MO $ 517,954.80
Twehous Excavating Co., Inc., Jefferson City, MO $ 584,803.52
Stockman Const. Corp., Jefferson City, MO $ 603,917.25
Don Schnieders Excavating, Jefferson City, MO $ 624,718.70
Keith Contracting, LLC, Columbia, MO $ 703,245.80
Sam Gaines Const., Inc.,New Bloomfield, MO $ 654,581.95
• FISCAL NOTE:
6400-9900-7310-0055 3503-9900-7350-6060
Sewer Rehab Prison Rehab
2007-08 Budget $ 203,067.16 2007-08 Budget $ 437,863.00
Bid 2398 $ 71,489.00 Bid 2398 $ 432.314. 26
Balance $ 131,578.16 Balance $ 5,548.74
PAST PERFORMANCE:
This vendor has been awarded projects in the past and has completed the work as
specified and bid.
RECOMMENDATION:
Staff recommends award of the bid to Lehman Construction, LLC of California, Missouri
in the amount of$503,803.26.
ATTACHMENTS - SUPPORTING DOCUMENTATION
Signature �C)
Purcha ng gent Dir ,ctor, Community Development
•
Page 1 CITY OF JEFFERSON
3-Jun-08 BID TABULATION
Bid No. E.CAPITOL AVE.STREET REBUILD(LAFAYETT to CHESTNUT)
2398 PROJECT NO.32092
ENGINEER'S ESTIMATE Lehman Construction LLC Concrete Engineering
APPROX.
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1 CONSTRUCTION SIGNAGE/TRAFFIC CONTROL LS 1 $5,000.00 $5,000.00 $12,000.00 $12,000.00 $3,500.00 $3,500.00
2 REMOVALS LS 1 $25,000.00 $25,000.00 $29,000.00 $29,000.00 $25,000.00 $25,000.00
3 ROCK EXCAVATION CY 75 $105.00 $7,875.00 $125.00 $9,375.00 $100.00 $7,500.00
4 EARTHWORK LS 1 $20,000.00 $20,000.00 $17,000.00 $17,000.00 $50,000.00 $50,000.00
5 SUB-GRADE STABILIZATION Ton 50 $45.00 $2,250.00 $25.00 $1,250.00 $35.00 $1,750.00
6 SILT FENCE LF 105 $5.00 $525.00 $1.80 $189.00 $2.00 $210.00
7 SIGN REINSTALLATION EA 9 $200.00 $1,800.00 $200.00 $1,800.00 $100.00 $900.00
8 UTILITY ADJUSTMENT EA 11 $500.00 $5,500.00 $500.00 $5,500.00 $250.00 $2,750.00
9 PIPE ABANDONMENT-CAP PIPE EA 1 $200.00 $200.00 $1,500.00 $1,500.00 $500.00 $500.00
10 SS LAMPHOLE EA 1 $600.00 $600.00 $1,750.00 $1,750.00 $500.00 $500.00
11 CHAIN LINK FENCE LF 494 $20.00 $9,880.00 $20.00 $9,880.00 $20.00 $9,880.00
12 2 INCH CONDUIT FOR ELECTRIC LINES LF 792 $5.00 $3,960.00 $12.00 $9,504.00 $9.00 $7,128.00
13 CONDUIT BOXES EA 4 $500.00 $2,000.00 $1,250.00 $5,000.00 $650.00 $2,600.00
14 ASPHALT 8.5"BASE(AC BASE) Ton 1727 $60.00 $103,620.00 $66.55 $114,931.85 $70.00 $120,890.00
15 ASPHALT 1.5"SURFACE Ton 305 $70.00 $21,350.00 $68.82 $20,990.10 $72.00 $21,960.00
16 6"CONCRETE PARKING LANE SY 586 $45.00 $26,370.00 $38.00 $22,268.00 $40.00 $23,440.00
17 CURB AND GUTTER LF 1928 $25.00 $48,200.00 $18.00 $34,704.00 $20.00 $38,560.00
18 RES.DRIVEWAY APPROACH 6"PCC SY 33 $50.00 $1,650.00 $80.00 $2,640.00 $48.00 $1,584.00
19 RES.or COMMERCIAL DRIVEWAY 6"PCC SY 189 $45.00 $8,505.00 $75.00 $14,175.00 $36.00 $6,804.00
20 COMMERCIAL DRIVEWAY APPROACH 8"PCC SY 173 $55.00 $9,515.00 $85.00 $14,705.00 $46.00 $7,958.00
21 BUS SHELTER ADJUSTMENT EA 1 $50.00 $50.00 $5,000.00 $5,000.00 $1,000.00 $1,000.00
22 6"PCC ADA APPROVED RAMPS SY 35 $65.00 $2,275.00 $75.00 $2,625.00 $62.00 $2,170.00
23 ADA APPROVED DETECTABLE WARNINGS SF 62 $60.00 $3,720.00 $50.00 $3,100.00 $42.00 $2,604.00
24 4"PCC SIDEWALK SY 1011 $40.00 $40,440.00 $25.00 $25,275.00 $30.00 $30,330.00
25 2:1 SIDEWALK STAIRS(6.00"RISE) CY 10 $100.00 $1,000.00 $1,000.00 $10,000.00 $610.00 $6,100.00
26 3:1 SIDEWALK STAIRS(4.75"RISE) CY 3 $100.00 $300.00 $750.00 $2,250.00 . $1,000.00 $3,000.00
27 HAND RAILING(SIDEWALK STAIRS) LF 118 $75.00 $8,850.00 $60.00 $7,080.00 $84.00 $9,912.00
28 HAND RAILING[Type 3] LF 256 $100.00 $25,600.00 $60.00 $15,360.00 $95.00 $24,320.00
29 WEATHERED MODULAR WALL BLOCKS SF 1571 $25.00 $39,275.00 $18.17 $28,545.07 $20.00 $31,420.00
30 WEATHERED MODULAR WALL CAP BLOCKS LF 372 $7.00 $2,604.00 $5.13 $1,908.36 $6.00 $2,232.00
31 FINISHED SEEDING SY 1874 $5.00 $9,370.00 $1.12 $2,098.88 $1.50 $2,811.00
32 EROSION BLANKET(SHORT LIFE) SY 455 $5.00 $2,275.00 $2.00 $910.00 $2.00 $910.00
TOTAL BASE BID $439,559.00 $432,314.26 $450,223.00 I
%OVERIUNDER ENGINEER'S EST. -1.6% 2.4%
•
Page 2 CITY OF JEFFERSON
3-Jun-08 BID TABULATION
Bid No. E.CAPITOL AVE.STREET REBUILD(LAFAYETT to CHESTNUT)
2398 PROJECT NO.32092
ALTERNATE A-Sanitary Sewer Line A
33 CONSTRUCTION SIGNAGE/TRAFFIC CONTROL LS 1 $1,200.00 $1,200.00 $1,500.00 $1,500.00 $1,000.00 $1,000.00
34 REMOVALS LS 1 $7,500.00 $7,500.00 $10,000.00 $10,000.00 $7,500.00 $7,500.00
35 ROCK EXCAVATION CY 25 $105.00 $2,625.00 $125.00 $3,125.00 $160.00 $4,000.00
36 EARTHWORK LS 1 $6,000.00 $6,000.00 $1,000.00 $1,000.00 $2,000.00 $2,000.00
37 SUB-GRADE STABILIZATION Ton 5 $45.00 $225.00 $50.00 $250.00 $60.00 $300.00
38 SILT FENCE LF 105 $5.00 $525.00 $1.80 $189.00 $2.00 $210.00
39 7"PCC PAVEMENT SY 344 $45.00 $15,480.00 $40.00 $13,760.00 $50.00 $17,200.00
40 GRAVEL ALLEYWAY REPAIR SY 372 $10.00 $3,720.00 $8.00 $2,976.00 $4.00 $1,488.00
41 4"SS LATERAL LF 200 $25.00 $5,000.00 $22.00 $4,400.00 $60.00 $12,000.00
42 8"SDR 35 PIPING LF 344 $42.00 $14,448.00 $55.00 $18,920.00 $50.00 $17,200.00
43 CONCRETE PIPE COLLAR EA 7 $500.00 $3,500.00 $750.00 $5,250.00 $300.00 $2,100.00
44 SS LAMPHOLE EA 1 $600.00 $600.00 $1,750.00 $1,750.00 $500.00 $500.00
45 SS MH 4.0'Dia EA 2 $1,750.00 $3,500.00 $2,250.00 $4,500.00 $1,200.00 $2,400.00
46 SS DROP MH 4.0'Dia EA 1 $3,000.00 $3,000.00 $3,500.00 $3,500.00 $2,000.00 $2,000.00
47 FINISHED SEEDING SY 123 $5.00 $615.00 $3.00 $369.00 $4.00 $492.00
TOTAL ALTERNATE A $67,938.00 $71,489.00 $70,390.00
TOTAL CONTRACT WITH ACCEPTED ALTERNATES $507,497.00 $503,803.26 $520,613.00
Page 3 CITY OF JEFFERSON
3-Jun-08 BID TABULATION
Bid No. E.CAPITOL AVE.STREET REBUILD(LAFAYETT to CHESTNUT)
2398 PROJECT NO.32092
JC Industries Inc Twehous Excavating Stockman Construction Corp
APPROX.
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1 CONSTRUCTION SIGNAGE/TRAFFIC CONTROL LS 1 $11,000.00 $11,000.00' $10,000.00 $10,000.00 $5,800.00 $5,800.00
2 REMOVALS LS 1 $14,000.00 $14,000.00 $25,000.00 $25,000.00 $99,301.00 $99,301.00
3 ROCK EXCAVATION CY 75 $130.00 $9,750.00 $60.00 $4,500.00 $110.00 $8,250.00
4 EARTHWORK LS 1 $15,000.00 $15,000.00 $68,500.00 $68,500.00 $27,600.00 $27,600.00
5 SUB-GRADE STABILIZATION Ton 50 $42.50 $2,125.00 $30.00 $1,500.00 $38.40 $1,920.00
6 SILT FENCE LF 105 $2.00 $210.00 $9.00 $945.00 $2.75 $288.75
7 SIGN REINSTALLATION EA 9 $150.00 $1,350.00 $145.00 $1,305.00 $391.00 $3,519.00
8 UTILITY ADJUSTMENT EA 11 $500.00 $5,500.00 $240.00 $2,640.00 $216.00 $2,376.00
9 PIPE ABANDONMENT-CAP PIPE EA 1 $850.00 $850.00 $240.00 $240.00 $1,420.00 $1,420.00
10 SS LAMPHOLE EA 1 $675.00 $675.00 $825.00 $825:00 $425.00 $425.00
11 CHAIN LINK FENCE LF 494 $20.00 $9,880.00 $14.58 $7,202.52 $6.55 $3,235.70
12 2 INCH CONDUIT FOR ELECTRIC LINES LF 792 $8.75 $6,930.00 $11.00 $8,712.00 $9.60 $7,603.20
13 CONDUIT BOXES EA 4 $660.00 $2,640.00 $275.00 $1,100.00 $720.00 $2,880.00
14 ASPHALT 8.5"BASE(AC BASE) Ton 1727 $72.85 $125,811.95 $95.00 $164,065.00 $72.00 $124,344.00
15 ASPHALT 1.5"SURFACE Ton 305 $75.25 $22,951.25 $70.00 $21,350.00 $75.30 $22,966.50
16 6"CONCRETE PARKING LANE SY 586 $53.25 $31,204.50 $33.75 $19,777.50 $53.00 $31,058.00
17 CURB AND GUTTER LF 1928 $18.25 $35,186.00 $22.50 $43,380.00 $18.00 $34,704.00
18 RES.DRIVEWAY APPROACH 6"PCC SY 33 $57.50 $1,897.50 $47.00 $1,551.00 $75.00 $2,475.00
19 RES.or COMMERCIAL DRIVEWAY 6"PCC SY 189 $53.25 $10,064.25 $47.00 $8,883.00 $63.70 $12,039.30
20 COMMERCIAL DRIVEWAY APPROACH 8"PCC SY 173 $59.50 $10,293.50 $57.75 $9,990.75 $70.00 $12,110.00
21 BUS SHELTER ADJUSTMENT EA 1 $1,500.00 $1,500.00 $2,000.00 $2,000.00 $700.00 $700.00
22 6"PCC ADA APPROVED RAMPS SY 35 $53.25 $1,863.75 $69.50 $2,432.50 $70.00 $2,450.00
23 ADA APPROVED DETECTABLE WARNINGS SF 62 $5.75 $356.50 $35.00 $2,170.00 $53.50 $3,317.00
24 4"PCC SIDEWALK SY 1011 $42.50 $42,967.50 $7.75 $7,835.25 $36.00 $36,396.00
25 2:1 SIDEWALK STAIRS(6.00"RISE) CY 10 $625.00 $6,250.00 $650.00 $6,500.00 $909.00 $9,090.00
26 3:1 SIDEWALK STAIRS(4.75"RISE) CY 3 $605.00 $1,815.00 $650.00 $1,950.00 $1,000.00 $3,000.00
27 HAND RAILING(SIDEWALK STAIRS) LF 118 $98.00 $11,564.00 $100.00 $11,800.00 $84.20 $9,935.60
28 HAND RAILING[Type 3] LF 256 $117.00 $29,952.00 $111.00 $28,416.00 $80.20 $20,531.20
29 WEATHERED MODULAR WALL BLOCKS SF 1571 $20.00 $31,420.00 $18.50 $29,063.50 $24.30 $38,175.30
30 WEATHERED MODULAR WALL CAP BLOCKS LF 372 $5.65 $2,101.80 $4.25 $1,581.00 $11.00 $4,092.00
31 FINISHED SEEDING SY 1874 $1.50 $2,811.00 $7.50 $14,055.00 $1.60 $2,998.40
32 EROSION BLANKET(SHORT LIFE) SY 455 $2.20 $1,001.00 $5.60 $2,548.00 $5.50 $2,502.50
TOTAL BASE BID $450,921.50 $511,818.02 $537,503.45
%OVER/UNDER ENGINEER'S EST. 2.6%1 16.4%1 22.3%
Page 4 CITY OF JEFFERSON
3-Jun-08 BID TABULATION
Bid No. E.CAPITOL AVE.STREET REBUILD(LAFAYETT to CHESTNUT)
2398 PROJECT NO.32092
ALTERNATE A-Sanitary Sewer Line A
33 CONSTRUCTION SIGNAGE/TRAFFIC CONTROL LS 1 $3,500.00 $3,500.00 $1,650.00 $1,650.00 $1,000.00 $1,000.00
34 REMOVALS LS 1 $2,500.00 $2,500.00 $6,800.00 $6,800.00 $7,900.00 $7,900.00
35 ROCK EXCAVATION CY 25 $130.00 $3,250.00 $150.00 $3,750.00 $125.00 $3,125.00
36 EARTHWORK LS 1 $5,000.00 $5,000.00 $750.00 $750.00 $6,520.00 $6,520.00
37 SUB-GRADE STABILIZATION Ton 5 $50.00 $250.00 $30.00 $150.00 $125.00 $625.00
38 SILT FENCE LF 105 $2.00 $210.00 $9.00 $945.00 $3.40 $357.00
39 7"PCC PAVEMENT SY 344 $59.50 $20,468.00 $50.00 $17,200.00 $47.00 $16,168.00
40 GRAVEL ALLEYWAY REPAIR SY 372 $13.45 $5,003.40 $4.50 $1,674.00 $7.00 $2,604.00
41 4"SS LATERAL LF 200 $26.00 $5,200.00 $41.50 $8,300.00. $27.00 $5,400.00
42 8"SDR 35 PIPING LF 344 $29.00 $9,976.00 $60.00 $20,640.00 $43.00 $14,792.00
43 CONCRETE PIPE COLLAR EA 7 $600.00 $4,200.00 $305.00 $2,135.00 $140.00 $980.00
44 SS LAMPHOLE EA 1 $670.00 $670.00 $600.00 $600.00 $500.00 $500.00
45 SS MH 4.0'Dia EA 2 $2,100.00 $4,200.00 $1,750.00 $3,500.00 $1,700.00 $3,400.00
46 SS DROP MH 4.0'Dia EA 1 $2,200.00 $2,200.00 $3,600.00 $3,600.00 $2,600.00 $2,600.00
47 FINISHED SEEDING SY 123 $3.30 $405.90 $10.50 $1,291.50 $3.60 $442.80
TOTAL ALTERNATE A $67,033.30 $72,985.50 $66,413.80
TOTAL CONTRACT WITH ACCEPTED ALTERNATES $517,954.80 $584,803.52 $603,917.25
Page 5 CITY OF JEFFERSON
3-Jun-08 BID TABULATION
Bid No. E.CAPITOL AVE.STREET REBUILD(LAFAYETT to CHESTNUT)
2398 PROJECT NO.32092
Don Schnieders Excavating Keith Contracting Sam Gaines Construction
APPROX.
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1 CONSTRUCTION SIGNAGE/TRAFFIC CONTROL LS 1 $12,800.00 $12,800.00 $9,000.00 $9,000.00 $6,000.00 $6,000.00
2 REMOVALS LS 1 $45,600.00 $45,600.00 $70,000.00 $70,000.00 $28,000.00 $28,000.00
3 ROCK EXCAVATION CY 75 $150.00 $11,250.00 $175.00 $13,125.00 $160.00 $12,000.00
4 EARTHWORK LS 1 $68,490.00 $68,490.00 $35,000.00 $35,000.00 $110,000.00 $110,000.00
5 SUB-GRADE STABILIZATION Ton 50 $20.00 $1,000.00 $33.00 $1,650.00 $30.00 $1,500.00
6 SILT FENCE LF 105 $2.00 $210.00 $3.00 $315.00 $5.00 $525.00
7 SIGN REINSTALLATION EA 9 $200.00 $1,800.00 $200.00 $1,800.00 $200.00 $1,800.00
8 UTILITY ADJUSTMENT EA 11 $750.00 $8,250.00 $500.00 $5,500.00 $400.00 $4,400.00
9 PIPE ABANDONMENT-CAP PIPE EA 1 $1,000.00 $1,000.00 $1,000.00 $1,000.00 $200.00 $200.00
10 SS LAMPHOLE EA 1 $1,000.00 $1,000.00 $1,000.00 $1,000.00 $800.00 $800.00
11 CHAIN LINK FENCE LF 494 $20.00 $9,880.00 $50.00 $24,700.00 $10.00 $4,940.00
12 2 INCH CONDUIT FOR ELECTRIC LINES LF 792 $10.00 $7,920.00 $9.00 $7,128.00 $4.00 $3,168.00
13 CONDUIT BOXES EA 4 $900.00 $3,600.00 $600.00 $2,400.00 $600.00 $2,400.00
14 ASPHALT 8.5"BASE(AC BASE) Ton 1727 $70.00 $120,890.00 $75.00 $129,525.00 $66.55 $114,931.85
15 ASPHALT 1.5"SURFACE Ton 305 $7100 $22,265.00 $79.00 $24,095.00 $68.82 $20,990.10
16 6"CONCRETE PARKING LANE SY 586 $51.00 $29,886.00 $55.00 $32,230.00 $60.00 $35,160.00
17 CURB AND GUTTER LF 1928 $21.30 $41,066.40 $21.00 $40,488.00 $30.00 $57,840.00
18 RES.DRIVEWAY APPROACH 6"PCC SY 33 $61.00 $2,013.00 $75.00 $2,475.00 $60.00 $1,980.00
19 RES.or COMMERCIAL DRIVEWAY 6"PCC SY 189 $62.00 $11,718.00 $60.00 $11,340.00 $60.00 $11,340.00
20 COMMERCIAL DRIVEWAY APPROACH 8"PCC SY 173 $77.50 $13,407.50 $64.00 $11,072.00 $65.00 $11,245.00
21 BUS SHELTER ADJUSTMENT EA 1 $3,300.00 $3,300.00 $100.00 $100.00 $500.00 $500.00
22 6"PCC ADA APPROVED RAMPS SY 35 $80.00 $2,800.00 $100.00 $3,500.00 $80.00 $2,800.00
23 ADA APPROVED DETECTABLE WARNINGS SF 62 $60.00 $3,720.00 $50.00 $3,100.00 $50.00 $3,100.00
24 4"PCC SIDEWALK SY 1011 $35.00 $35,385.00 $35.00 $35,385.00 $55.00 $55,605.00
25 2:1 SIDEWALK STAIRS(6.00"RISE) CY 10 $700.00 $7,000.00 $650.00 $6,500.00 $475.00 $4,750.00
26 3:1 SIDEWALK STAIRS(4.75"RISE) CY 3 $1,000.00 $3,000.00 $1,000.00 $3,000.00 $500.00 $1,500.00
27 HAND RAILING(SIDEWALK STAIRS) LF 118 $98.00 $11,564.00 $80.00 $9,440.00 $80.00 $9,440.00
28 HAND RAILING[Type 3) LF 256 $100.00 $25,600.00 $80.00 $20,480.00 $80.00 $20,480.00
29 WEATHERED MODULAR WALL BLOCKS SF 1571 $20.00 $31,420.00 $32.00 $50,272.00 $26.00 $40,846.00
30 WEATHERED MODULAR WALL CAP BLOCKS LF 372 $5.65 $2,101.80 $7.00 $2,604.00 $18.00 $6,696.00
31 FINISHED SEEDING SY 1874 $1.25 $2,342.50 $0.70 $1,311.80 $2.50 $4,685.00
32 EROSION BLANKET(SHORT LIFE) SY 455 $2.20 $1,001.00 $3.00 $1,365.00 $4.00 $1,820.00
TOTAL BASE BID $543,280.20 $560,900.80 $581,441.95
%OVERIUNDER ENGINEER'S EST. 23.6%1 27.6%1 32.3%
I
Page 6 CITY OF JEFFERSON
3-Jun-08 BID TABULATION
Bid No. E.CAPITOL AVE.STREET REBUILD(LAFAYETT to CHESTNUT)
2398 PROJECT NO.32092
ALTERNATE A-Sanitary Sewer Line A
33 CONSTRUCTION SIGNAGE/TRAFFIC CONTROL LS 1 $5,000.00 $5,000.00 $2,500.00 $2,500.00 $2,000.00 $2,000.00
34 REMOVALS LS 1 $3,010.00 $3,010.00 $6,000.00 $6,000.00 $5,000.00 $5,000.00
35 ROCK EXCAVATION CY 25 $250.00 $6,250.00 $185.00 $4,625.00 $160.00 $4,000.00
36 EARTHWORK LS 1 $4,310.00 $4,310.00 $3,500.00 $3,500.00 $5,000.00 $5,000.00
37 SUB-GRADE STABILIZATION Ton 5 $50.00 $250.00 $33.00 $165.00 $30.00 $150.00
38 SILT FENCE LF 105 $2.00 $210.00 $3.00 $315.00 $5.00 $525.00
39 7"PCC PAVEMENT SY 344 $70.00 $24,080.00 $70.00 $24,080.00 $58.00 $19,952.00
40 GRAVEL ALLEYWAY REPAIR SY 372 $7.00 $2,604.00 $7.00 $2,604.00 $6.00 $2,232.00
41 4"SS LATERAL LF 200 $15.00 $3,000.00 $27.00 $5,400.00 $24.00 $4,800.00
42 8"SDR 35 PIPING LF 344 $51.00 $17,544.00 $31.00 $10,664.00 $30.00 $10,320.00
43 CONCRETE PIPE COLLAR EA 7 $750.00 $5,250.00 $600.00 $4,200.00 $100.00 $700.00
44 SS LAMPHOLE EA 1 $500.00 $500.00 $800.00 $800.00 $800.00 $800.00
45 SS MH 4.0'Dia EA 2 $2,000.00 $4,000.00 $16,000.00 $32,000.00 $5,000.00 $10,000.00
46 SS DROP MH 4.0'Dia EA 1 $5,000.00 $5,000.00 $45,000.00 $45,000.00 $6,800.00 $6,800.00
47 FINISHED SEEDING SY 123 $3.50 $430.50 $4.00 $492.00 $7.00 $861.00
TOTAL ALTERNATE A $81,438.50 $142,345.00 $73,140.00
TOTAL CONTRACT WITH ACCEPTED ALTERNATES $624,718.70 $703,245.80 $654,581.95