HomeMy WebLinkAboutResolution - 2004-R0017 - Contract To Provide Primary Streets Maintenance - Granite Construction Co. - 01/08/2004 (2)Resolution No. 2004-R0017
January 8, 2004
Item No. 28
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK
THAT the Mayor of the City of Lubbock BE and is hereby authorized and
directed to execute for and on behalf of the City of Lubbock, a Contract per ITB #216-
03/RS to provide for the 2004 primary streets maintenance program, by and between the
City of Lubbock and Granite Construction Company of Watsonville, California, and
related documents. Said Contract is attached hereto and incorporated in this resolution as
if fully set forth herein and shall be included in the minutes of the City Council.
Passed by the City Council this 8th day of January , 2004.
ATTEST:
Reb&ca Garza, City Secretary
APPROVED AS TO CONTENT:
Victor Kilman, Pur�ggManager
APPROVED AS TO FORM:
r
J901M. Knight
Assistant City Attorney
ke/Public Works Contract.Granite Const-res
December 24, 2003
CITY OF LUBBOCK
SPECIFICATIONS FOR
2004 PRIMARY STREETS MAINTENANCE PROGRAM
ITB #216-03/RS
t;; t D CHFCK
SEEST MrING ..
i.#CENS� N TZ;XAS
DATE BY
"A City Of Planned Progress"
CITY OF LUBBOCK
Lubbock, Texas
ITB #216-03/RS, Addendum #1
City of Lubbock
PURCHASING DEPARTMENT
ROOM L04, MUNICIPAL BUILDING
1625 13TH STREET
LUBBOCK, TEXAS 79401
PH: (806) 775-2167 FAX:(806)775-2164
http://purchasing.ci.lubbock.tx.us
ADDENDUM # 1
ITB #216-03 / RS
2004 Primary Streets Maintenance Program
MAILED TO VENDOR: December 2, 2003
CLOSE DATE: December 17, 2003 @ 2:00 p.m.
The following items take precedence over specifications for the above named Invitation to Bid (ITB).
Where any item called for in the ITB documents is supplemented here, the original requirements, not
affected by this addendum, shall remain in effect.
1. Please find enclosed the revised City of Lubbock Bid Form for your bid submittal. On Page 6 of the
Bid Submittal Form, 90(ninety) working days has been <changed to-90(ninety) consecutive calendar
days
2. General Instructions To Bidders, Page 3, Section 13, 90(ninety) working days has been changed to
90(ninety) consecutive calendar days.
3. Special Conditions, Page 1, Section 1, 90(ninety) working days has been changed to 90(ninety)
consecutive calendars days.
All requests for additional information or clarification must be submitted in writing and directed to:
Ron Shuffield, Senior Buyer, City of Lubbock, P.O. Box 2000, Lubbock, Texas 79457
Questions may be faxed to (806) 775-2164 or Email to rshuffield@mail.ci.lubbock.tx.us
THANK YOU,
CITY OF
Ron Shuffield
Senior Buyer
It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the
bidder's responsibility to advise the City of Lubbock Purchasing Manager if any language, requirements, etc., or
any combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source.
- Such notification must be submitted in writing and must be received by the Purchasing Manager no later than five
(5) business days prior to the bid close date. A review of such notifications will be made.
216-03RSAdd1
No Text
BID SUBMITTAL
LUMP SUM BID CONTRACT
'DATE:
PROJECT NUMBER: #216-03/RS - 2004 PRIMARY STREETS MAINTENANCE PROGRAM
Bid of (hereinafter called Bidder)
To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
--,Gentlemen:
The Bidder, in compliance with your Invitation to Bid for the construction of a 2004 PRIMARY STREETS MAINTENANCE
`'PROGRAM having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related
contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of
the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies;
,and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein
and at the price stated below. The price to cover all expenses incurred in performing the work required under the contract
'documents.
Item Quantities Description of Item Total
No. & Units & Unit Price Amount
---------------------------------------------------------------------------------------------------------------------------------------------------------------------
1.
(a) 112,220.0 GALS CRS emulsified, polymerized asphalt +3% latex by volume (2% by
weight); for Course #1, MATERIALS ONLY; PER GALLON;
DOLLARS ($ )& CENTS
(b) 112,220.0 GALS. Application of Item 1(a), including all items such as labor, equipment,
preparation of existing surface, etc.; PER GALLON;
DOLLARS ($ )& CENTS
(c) 112,220.0 GALS. Total in -place cost for Items 1(a) and 1 (b); PER GALLON;
DOLLARS ($ )& CENTS $
(a) 122,750.0 GALS CRS emulsified, polymerized asphalt +3% latex by volume (2% by
weight); for Course #2, MATERIALS ONLY; PER GALLON;
DOLLARS ($ )& CENTS
(b) 122,750.0 GALS. Application of Item 2(a), including all items such as labor, equipment,
preparation of existing surface, etc.; PER GALLON;
DOLLARS ($ )& CENTS
1
(c) 122,750.0 GALS. Total in -place cost for Items 2(a) and 2(b); PER GALLON;
DOLLARS ($ )& CENTS
3.
(a) 3,050.0 C.Y. Surface aggregate; TxDOT Grade No. 4 uncoated crushed gravel,
meeting gradation and soundness tests, including loading and freight
at stockpiles in the City of Lubbock, for Course #1; MATERIALS ONLY;
PER CUBIC YARD;
DOLLARS ($ )& CENTS
(b) 3,050.0 C.Y. Application of Item 3(a), including all items such as labor, equipment,
preparation of existing surface, etc.; PER CUBIC YARD;
DOLLARS CENTS
(c) 3,050.0 C.Y. Total in -place cost for Items 3(a) and 3(b); PER CUBIC YARD;
DOLLARS ($ )& CENTS
4.
(a) 2,700.0 C.Y. Surface aggregate; TxDOT Grade No. 5 uncoated crushed gravel,
meeting gradation and soundness tests, including loading and freight
at stockpiles in the City of Lubbock, for Single Course and Course #2;
MATERIALS ONLY; PER CUBIC YARD;
DOLLARS ($ )& CENTS
(b) 2,700.0 C.Y. Application of Item 4(a), including all items such as labor, equipment,
preparation of existing surface, etc.; PER CUBIC YARD;
DOLLARS ($ )& CENTS
(c) 2,700.0 C.Y. Total in -place cost for Items 4(a) and 4(b); PER CUBIC YARD;
DOLLARS ($ )& CENTS
5.
(a) 4,500.0 S.Y. Patching with Black Base, 3" depth (excavation of 4 1/2", with
replacement of 3" Black Base and 1 1/2" Type C Hot Mix);
MATERIALS ONLY; PER SQUARE YARD;
Q
j
DOLLARS ($ )& CENTS
(b) 4,500.0 S.Y. Installation of Item 5(a), including all items such as labor, equipment,
removal and disposal of asphaltic surface, caliche base, and subgrade
(if soft or unstable) to a depth of 4 1/2" and replacing with 3" of Black
Base and 1 1/2" Type C Hot Mix; PER SQUARE YARD;
DOLLARS ($ )& CENTS
(c) 4,500.0 S.Y. Total in -place cost for Items 5(a) and 5(b); PER SQUARE YARD;
DOLLARS ($ )& CENTS
2
No Text
6.
(a) 2,000.0 S.Y. Patching with Black Base, 6" depth (excavation of 7 1/2", with
replacement of 6" Black Base and 1 1/2" Type C Hot Mix);
MATERIALS ONLY; PER SQUARE YARD;
DOLLARS ($ )& CENTS
(b) 2,000.0 S.Y. Installation of Item No. 6(a), including all items such as labor, equipment,
removal and disposal of asphaltic surface, caliche base, and subgrade
(if soft or unstable) to a depth of 7 1/2" and replacing with 6" of Black
Base and 1 1/2" Type C Hot Mix; PER SQUARE YARD;
DOLLARS ($ )& CENTS
(c) 2,000.0 S.Y. Total in -place cost for Items 6(a) and 6(b); PER SQUARE YARD;
DOLLARS ($ )& CENTS $
7
(a) 400.0 S.Y. Patching with Black Base, 9" depth (excavation of 10 1/2", with
replacement of 9" Black Base and 1 1/2" Type C Hot Mix),
MATERIALS ONLY; PER SQUARE YARD;
DOLLARS ($ )&
CENTS
(b) 400.0 S.Y. Installation of Item No. 7(a), including all items such as labor, equipment,
- removal and disposal of asphaltic surface, caliche base, and subgrade
(if soft or unstable) to a depth of 10 1/2" and replacing with 9" of Black
Base and 1 1/2" Type C Hot Mix; PER SQUARE YARD;
DOLLARS ($ )& CENTS
(c) 400.0 S.Y. Total in -place cost for Items 7(a) and 7(b); PER SQUARE YARD;
DOLLARS ($ )& CENTS
,8.
(a) 500.0 S.Y. Patching with 2 sack flowable fill; 6" depth, (excavation of 7 1/2", with
replacement of 6" 2 sack flowable fill and 1 1/2" Type C Hot Mix);
MATERIALS ONLY; PER SQUARE YARD;
DOLLARS ($ )& CENTS
(b) 500.0 S.Y. Installation of Item 8(a), including all items such as labor, equipment,
removal and disposal of asphalt surface, caliche base, and subgrade
(if soft or unstable) to a depth of 7 1/2" and replacing with 6" of 2 sack
flowable fill and 1 1/2" Type "C" Hot Mix; PER SQUARE YARD;
DOLLARS ($ )& CENTS
(c) 500.0 S.Y. Total in -place cost for Items 8(a) and 8(b); PER SQUARE YARD;
DOLLARS ($ )& CENTS
Q
3
9.
(a) 12,000.0 S.Y. Patching with 1 1/2" H.M.A.C. ; with approved crushed stone or
approved crushed gravel; MATERIALS ONLY; PER SQUARE YARD;
DOLLARS ($ )& CENTS
(b) 12,000.0 S.Y. Installation of Item 9(a), including all items such as labor, equipment,
removal and disposal of existing surface, (if applicable), including
prime and tack coat; PER SQUARE YARD;
DOLLARS ($ )& CENTS
(c) 12,000.0 S.Y. Total in -place cost for Items 9(a) and 9(b); PER SQUARE YARD;
DOLLARS ($ )& CENTS $
_410.
(a) 250.0 L.F. Curb and Gutter; 6" concrete, Class E (3,000 psi @ 7 days), 30" wide
separate gutter or sawtooth curb and gutter; MATERIALS ONLY;
PER LINEAR FOOT;
DOLLARS ($ )& CENTS
(b) 250.0 L.F. Installation of Item 10(a), including all items such as labor, equipment, removal
and disposal of existing C & G, subgrade preparation, complete in place,
with locations as directed by the Street Superintendent; PER LINEAR FOOT;
DOLLARS ($ )& CENTS
(c) 250.0 L.F. Total in -place cost for Items 10(a) and 10(b); PER SQUARE YARD;
DOLLARS ($ )& CENTS $
11. ,
(a) 1,000.0 S.Y. Valley Gutter; 8" reinforced Class C concrete (3,600 psi @ 28 days)
(see Section 2, Item 10 of the Specifications for reinforcement information);
MATERIALS ONLY; PER SQUARE YARD;
DOLLARS ($ )& CENTS
(b) 1,000.0 S.Y. Installation of Item 11(a), including all items such as labor, equipment,
removal and disposal of existing material, subgrade preparation, complete
in place, with locations as directed by the Street Superintendent; PER
SQUARE YARD;
DOLLARS ($ )& CENTS
(c) 1,000.0 S.Y. Total in -place cost for Items 11(a) and 11(b); PER SQUARE YARD;
DOLLARS ($ )& CENTS $
4
12.
(a) 250.0 S.Y. Sidewalk and driveway adjustment; 4" concrete (Class A, 3,000 psi @
28 days), reinforced; MATERIALS ONLY; PER SQUARE YARD;
(b)
(c)
DOLLARS ($ )& CENTS
250.0 S.Y. Installation of Item 12(a), including all items such as labor, equipment,
removal and disposal of existing sidewalk and/or driveway, subgrade
preparation, complete in place, with locations as directed by the Street
Superintendent; PER SQUARE YARD;
250.0 S.Y.
13.
(a) 12,500.0 S.Y.
(b) 12,500.0 S.Y
DOLLARS ($ )& CENTS
Total in -place cost for Items 12(a) and 12(b); PER SQUARE YARD;
DOLLARS ($ )& CENTS $
Asphaltic Concrete Milling; milling of existing street surface;
MATERIALS ONLY; PER SQUARE YARD;
Not Applicable
Performance of Item No. 13(a), including all items such as labor,equipment,
removal and stockpiling of milled surface, with locations as directed by the
Street Superintendent, PER SQUARE YARD;
DOLLARS ( )& CENTS
(c) 12,500.0 S.Y.
Total in -place cost for Items 13(a) and 13(b); PER SQUARE YARD;
DOLLARS ( )& CENTS $
(a) 2,000.0 L.F.
Herbicide application; spraying of weeds and grass in street Right of Way,
one foot in width; MATERIALS ONLY; PER LINEAR FOOT;
DOLLARS ($ )& CENTS
(b) 2,000.0 L.F.
Performance of Item No. 14(a), including all items such as labor, equipment,
licensing, and insurance, with locations as directed by the Street Superintendent;
PER LINEAR FOOT;
DOLLARS ($ )& CENTS �•
(c) 2,000.0 L.F.
Total in -place cost for Items 14(a) and 14(b); PER LINEAR FOOT;
DOLLARS ($ )& CENTS $
15.
(a) 2,500.0 C.Y.
Asphaltic concrete crushing; crushing of asphaltic material salvaged from
patching operations; MATERIALS ONLY; PER CUBIC YARD;
DOLLARS ($ )& CENTS
5
(b) 2,500.0 C.Y
(c) 2,500.0 C.Y.
(a) 9,000.0 tabs
(b) 9,000.0 tabs
(c) 9,000.0 tabs
Performance of Item No. 15(a), including all items such as labor, equipment,
removal, crushing, and delivery of asphaltic material, with locations as directed
by the Street Superintendent; PER CUBIC YARD;
DOLLARS ($ )&
Total in -place cost for Items 15(a) and 15(b); PER CUBIC YARD;
CENTS
DOLLARS. ($ )& CENTS
Paint stripe tabs for all streets requiring lane line repainting;
MATERIALS ONLY; PER TAB;
DOLLARS ($ )& CENTS
Installation of Item No. 16(a), including all items such as labor, equipment,
preparation of existing surface, etc; with locations as directed by the Street
Superintendent; PER TAB;
DOLLARS ($ )& CENTS
Total in -place cost for Items 16(a) and 16(b); PER TAB;
DOLLARS ($ )& CENTS
Total for Items 1(a) through 16(a) MATERIALS ONLY
Total for Items 1(b) through 16(b) LABOR, EQUIPMENT, ETC
Total for Items 1(c) through 16(c)
(Amount shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.)
Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written "Notice
to Proceed" of the Owner and to substantially complete the project within 90 (NINETY) consecutive calendar days thereafter as
-stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated
damages the sum of $500 (FIVE HUNDRED) for each working day in excess of the time set forth herein above for completion of
this project, all as more fully set forth in the general conditions of the contract documents.
Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction
number 28 of the General Instructions to Bidders.
-�,
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding.
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the
scheduled closing time for receiving bids.
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans,
specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or
-before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided
in the contract documents.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified
check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without
--recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted
as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if
6
required) within fifteen (15) days after notice of award of the contract to him.
Enclosed with this bid is a Cashier's Check or Certified Check for Dollars
($ ) or a Bid Bond in the sum of Dollars ($ ), which it is
,agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the
Owner and the undersigned fails to execute the necessary contract documents, insurance certificates, and the required
--,bond (if any) with the Owner within fifteen (15) days after the date of receipt of written notification of acceptance of said
bid; otherwise, said check or bond shall be returned to the undersigned upon demand.
Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract
documents made available to him for his inspection in accordance with the Notice to Bidders.
Pursuant to Texas Local Government Code 252.043(a), a
competitive sealed bid that has been opened may not be
changed for the purpose of correcting an error in the bid
price. THEREFORE, ANY CORRECTIONS TO THE BID
PRICE MUST BE MADE ON THE BID SUBMITTAL FORM
PRIOR TO BID OPENING.
__ (Seal if Bidder is a Corporation)
ATTEST:
Secretary
Bidder acknowledges receipt of the following addenda:
'Addenda No.
Date
Addenda No.
Date
_;Addenda No.
Date.
Addenda No.
Date
M/WBE Firm:
Date:
Authorized Signature
(Printed or Typed Name)
Company
Address
City, County
State
Telephone: _
Fax:
Zip Code
I I Hispanic American I I Asian Pacific American I I Other (Specify) I
y
CITY OF LUBBOCK
INVITATION TO BID
FOR
TITLE: 2004 PRIMARY STREETS MAINTENANCE PROGRAM
ADDRESS: LUBBOCK, TEXAS
ITB NUMBER: 216-03/RS
PROJECT NUMBER: 90323.9240.20000
CONTRACT PREPARED BY: PURCHASING DEPARTMENT
NOTICE TO BIDDERS
NOTICE TO BIDDERS
ITB #216-031RS
Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the
office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401, until 2:00
o'clock p.m. on the 17th day of December, 2003, or as changed by the issuance of formal addenda to all planholders, to
furnish all labor and materials and perform all work for the construction of the following described project:
"2004 PRIMARY STREETS MAINTENANCE PROGRAM"
After the expiration of the time and date above first written, said sealed bids will be opened in the office of the
Purchasing Manager and publicly read aloud. It is the sole responsibility of the bidder to ensure that his bid is actually in
the office of the Purchasing Manager for the City of Lubbock, before the expiration of the date above first written.
Bids are due at 2:00 o'clock p.m. on the 17th day of December, 2003, and the City of Lubbock City Council will
consider the bids on the 8th day of January, 2004, at the Municipal Building, 1625 13th Street, Lubbock, Texas, or as
soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities.
The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government
Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the
successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the
amount of 100% of the total contract price in the event that said contract price exceeds $25,000. Said statutory bonds
should be issued by a company carrying a current Best Rating of B or superior.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified
check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without
recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a
guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within fifteen (15) days after
notice of award of the contract to him.
It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local
conditions under which the work is to be done. It shall be understood and agreed that all such factors have been
thoroughly investigated and considered in the preparation of the bid submitted. There will be a non -mandatory pre -bid
conference on 2nd day of December, 2003 at 10:00 o'clock a.m., in the Training Conference Room L01, Lubbock,
Texas.
Plans and specifications may be obtained from City of Lubbock, 1625 13th Street, Lubbock, TX 79401,
Phone: (806) 775-2167. Plans and specifications will be shipped at the bidder's expense. If bidder requires overnight or
second day expedited method parcel shipment, the bidder will incur shipping charges and must furnish the name of the
service to be used and the bidder's account number.
Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included
in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, which document is
specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a,
Vernon's Ann. Civil St., and the requirements contained therein concerning the above wage scale and payment by the
contractor of the prevailing rates of wages as heretofore established by owner in said wage scale.
The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this
advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in response to
this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in
consideration for an award.
The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and
_ bid openings are available to all persons regardless of disability. If you would like bid information made available in a more
accessible format or if you require assistance, please contact the City of Lubbock ADA Coordinator at (806) 775-2018 at
g_. least 48 hours in advance of the meeting.
"` CITY OF LUBBOCK
VC
VICTOR KILMAN
PURCHASING MANAGER
GENERAL INSTRUCTIONS TO BIDDERS
GENERAL INSTRUCTIONS TO BIDDERS
BID DELIVERY TIME & DATE
1.1 The City of Lubbock is seeking written and sealed competitive bids to furnish 2004 PRIMARY STREETS
MAINTENANCE PROGRAM per the attached specifications and contract documents. Sealed bids will be
received no later than 2:00 p.m. CST, the 17th day of December, 2003 at the office listed below. Any bid
received after the date and hour specified will be rejected and returned unopened to the bidder. Each bid
and supporting documentation must be in a sealed envelope or container plainly labeled in the lower left-
hand corner: "ITB #216-03/RS, 2004 PRIMARY STREETS MAINTENANCE PROGRAM" and the bid
opening date and time. Bidders must also include their company name and address on the outside of the
envelope or container. Bids must be addressed to:
Victor Kilman, Purchasing Manager
City of Lubbock
1625 13th Street, Room L-04
Lubbock, Texas 79401
1.2 Bidders are responsible for making certain bids are delivered to the Purchasing Department. Mailing of a
bid does not ensure that the bid will be delivered on time or delivered at all. If bidder does not hand deliver
bid, we suggest that he/she use some sort of delivery service that provides a receipt.
1.3 Bids will be accepted in person, by United States Mail, by United Parcel Service, or by private courier
service. No bids will be accepted by oral communication, telephone, electronic mail, telegraphic
transmission, or telefacsimile transmission. THE CITY WILL NOT ACCEPT FAX BIDS.
1.4 The City of Lubbock reserves the right to postpone the date and time for opening bids through an
addendum.
2 PRE -BID MEETING
2.1 For the purpose of familiarizing bidders with the requirements, answering questions, and issuing addenda
as needed for the clarification of the Invitation to Bid (ITB) documents, a non -mandatory pre -bid meeting
will be held at 10:00 a.m., December 2nd, 2003 in Training Conference Room L01, Lubbock, Texas. All
persons attending the meeting will be asked to identify themselves and the prospective bidder they
-- represent.
2.2 It is the bidder's responsibility to attend the pre -bid meeting though the meeting is not mandatory. The
City will not be responsible for providing information discussed at the pre -bid meeting to bidders who do
-- not attend the pre -bid meeting.
3 ADDENDA & MODIFICATIONS
3.1 Any changes, additions, or clarifications to the ITB are made by written bid addenda.
3.2 Any bidder in doubt as to the true meaning of any part of the specifications or other documents may
request an interpretation thereof from the Purchasing Department. At the request of the bidder, or in the
event the Purchasing Department deems the interpretation to be substantive, the interpretation will be
made by written addendum issued by the Purchasing Department. Such addendum issued by the
Purchasing Department will be sent to all bidders receiving the original Invitation to Bid (ITB) and will
become part of the bid package having the same binding effect as provisions of the original bid. NO
VERBAL EXPLANATIONS OR INTERPRETATIONS WILL BE BINDING. In order to have a request for
interpretation considered, the request must be submitted in writing and must be received by the City of
Lubbock Purchasing Department no later than five (5) days before the bid closing date.
3.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock
shall not be legally bound by any amendment or interpretation that is not in writing. Only information
supplied by the City of Lubbock Purchasing Department in writing or in this ITB should be used in
preparing bid responses. All contacts that a bidder may have had before or after receipt of this ITB with
"J any individuals, employees, or representatives of the City and any information that may have been read in
any news media or seen or heard in any communication facility regarding this bid should be disregarded in
preparing responses.
3.4 The City does not assume responsibility for the receipt of any addendum sent to bidders.
� 1
4 EXAMINATION OF DOCUMENTS AND REQUIREMENTS
4.1 Each bidder shall carefully examine all ITB documents and thoroughly familiarize itself with all
requirements before submitting a bid to ensure that their bid meets the intent of these specifications.
4.2 Before submitting a bid, each bidder shall be responsible for making all investigations and examinations
that are necessary to ascertain conditions and requirements affecting the requirements of this Invitation to
Bid. Failure to make such investigations and examinations shall not relieve the bidder from obligation to
comply, in every detail, with all provisions and requirements of the Invitation to Bid.
4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents,
shall be given to the Purchasing Manager and a clarification obtained before the bids are received,
and if no such notice is received by the Purchasing Manager prior to the opening of bids, then it
shall be deemed that the bidder fully understands the work to be included and has provided
sufficient sums in its bid to complete the work in accordance with these plans and specifications.
If bidder does not notify Purchasing Manager before bidding of any discrepancies or omissions,
then it shall be deemed for all purposes that the plans and specifications are sufficient and
adequate for completion of the project. It is further agreed that any request for clarification must
be submitted no later than five (5) calendar days prior to the opening of bids.
5 BID PREPARATION COSTS
5.1 Issuance of this ITB does not commit the City of Lubbock, in any way, to pay any costs incurred in the
preparation and submission of a bid.
5.2 The issuance of this ITB does not obligate the City of Lubbock to enter into contract for any services or
equipment.
5.3 All costs related to the preparation and submission of a bid shall be paid by the bidder.
6 TRADE SECRETS CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT
6.1 If you consider any portion of your bid to be privileged or confidential by statute or judicial decision,
including trade secrets and commercial or financial information, clearly identify those portions.
6.2 The City of Lubbock will honor your notations of trade secrets and confidential information and decline to
release such information initially, but please note that the final determination of whether a particular
portion of your bid is in fact a trade secret or commercial or financial information that may be withheld from
public inspection will be made by the Texas Attorney General or a court of competent jurisdiction. In the
event a public information request is received for a portion of your bid that you have marked as being
confidential information, you will be notified of such request and you will be required to justify your legal
position in writing to the Texas Attorney General pursuant to Section 552.305 of the Government Code. In
the event that it is determined by opinion or order of the Texas Attorney General or a court of competent
jurisdiction that such information is in fact not privileged and confidential under Section 552.110 of the
Government Code and Section 252.049 of the Local Government Code, then such information will be
made available to the requester.
6.3 Marking your entire bid CON FI DENTIAUPROPRI ETARY is not in conformance with the Texas Open
Records Act.
7 LICENSES PERMITS TAXES
The price or prices for the work shall include full compensation for all taxes, permits, etc. that the bidder is or may
be required to pay.
8 UTILIZATION OF LOCAL BUSINESS RESOURCES
Prospective bidders are strongly encouraged to explore and implement methods for the utilization of local
resources, and to outline in their bid submittal how they would utilize local resources. z
{
t_
CONFLICT OF INTEREST
9.1 The bidder shall not offer or accept gifts or anything of value nor enter into any business arrangement with any
employee, official or agent of the City of Lubbock.--
2
9.2 By signing and executing this bid, the bidder certifies and represents to the City the bidder has not offered,
conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment,
advantage, information, recipient's decision, opinion, recommendation, vote or any other exercise of discretion
concerning this bid.
10 CONTRACT DOCUMENTS
10.1 All work covered by the contract shall be done in accordance with contract documents described in the
General Conditions.
10.2 All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for
the construction of this project and shall be responsible for the satisfactory completion of all work
contemplated by said contract documents.
11 PLANS FOR USE BY BIDDERS
It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by
the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without
charge or forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice
to Bidders.
12 BIDDER INQUIRIES AND CLARIFICATION OF REQUIREMENTS
12.1 It is the intent and purpose of the City of Lubbock that this request permit competitive bids. It shall be the
bidder's responsibility to advise the Purchasing Manager if any language, requirements, etc., or any
combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source.
Such notification must be submitted in writing and must be received by the City of Lubbock Purchasing
Office no later than five (5) calendar days before the bid closing date. A review of such notifications will be
made.
12.2 NO BIDDER SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR ADDITIONAL
` INFORMATION OR CLARIFICATION CONCERNING THIS INVITATION TO BID (ITB) MUST BE
SUBMITTED IN WRITING NO LATER THAN FIVE (6) CALENDAR DAYS PRIOR TO THE BID
CLOSING DATE AND ADDRESSED TO:
RON SHUFFIELD, SENIOR BUYER
City of Lubbock
1625 13th Street
Lubbock, Texas 79401
Fax: (806) 775-2164
Email: RShuffield@mylubbock.us
13 TIME AND ORDER FOR COMPLETION
13.1 The construction covered by the contract documents shall be substantially completed within NINETY (90)
WORKING DAYS from the date specified in the Notice to Proceed issued by the City of Lubbock to the
successful bidder.
13.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided,
however, the City reserves the right to require the Contractor to submit a progress schedule of the work
contemplated by the contract documents. In the event the City requires a progress schedule to be
t submitted, and it is determined by the City that the progress of the work is not in accordance with the
progress schedule so submitted, the City may direct the Contractor to take such action as the City deems
necessary to ensure completion of the project within the time specified.
14 PAYMENT
All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the
contract documents.
15 AFFIDAVITS OF BILLS PAID
The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute
an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements
3
contemplated by the contract documents have been paid in full and that there are no claims pending, of which the
Contractor has been notified.
16 MATERIALS AND WORKMANSHIP
The intent of these contract documents is that only materials and workmanship of the best quality and grade will
be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve
the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until
incorporated into the project. The presence or absence of a representative of the City on the site will not relieve
the Contractor of full responsibility of complying with this provision. The specifications for materials and methods
set forth in the contract documents provide minimum standards of quality, which the Owner believes necessary to
procure a satisfactory project.
17 GUARANTEES
17.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against
defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner,
a written general guarantee which shall provide that the Contractor shall remedy any defects in the work,
and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects
appear within ONE year from date of final acceptance of the work as a result of defective materials or
workmanship, at no cost to the Owner (City of Lubbock).
17.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and
warrants fault -free performance and fault -free result in the processing date and date -related data
(including, but not limited to calculating, comparing and sequencing) of all hardware, software and
firmware products delivered and services provided under this Contract, individually or in combination, as
the case may be from the effective date of this Contract. Also, the Contractor warrants calculations will be
recognized and accommodated and will not, in any way, result in hardware, software or firmware failure.
The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the
procedures it intends to follow in order to comply with all the obligations contained herein.
17.3 The obligations contained herein apply to products and services provided by the Contractor, its sub-
contractor or any third party involved in the creation or development of the products and services to be
delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations
contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and
under this Contract including, but not limited to, its right pertaining to termination or default.
17.4 The warranties contained herein are separate and discrete from any other warranties specified in this
Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the
Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes or
any document incorporated in this Contract by reference.
18 PLANS FOR THE CONTRACTOR
The contractor will be furnished one set of plans and specifications, and re
lated contract documents for his use
during construction. Plans and specifications for use during construction will only be furnished directly to the
Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or
others, as required for proper prosecution of the work contemplated by the Contractor.
19 PROTECTION OF THE WORK
The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials,
supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any
and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the
date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have
been opened and before the contract has been awarded, to require of a bidder the following information:
(a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by
the intended contract and all work in progress with bond amounts and percentage completed.
(b) A sworn statement of the current financial condition of the bidder.
(c) Equipment schedule.
4
20 TEXAS STATE SALES TAX
20.1 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions
of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act.
20.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the
materials to be incorporated into the work without paying the tax at the time of purchase.
21 PROTECTION OF SUBSURFACE LINES AND STRUCTURES
It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a
way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or
other underground structures which might or could be damaged by Contractor during the construction of the
project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the
location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve
the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by
Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by
Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense.
22 BARRICADES AND SAFETY MEASURES
The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and
shall take such other precautionary measures for the protection of persons, property and the work as may be
necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs,
and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and
replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of
barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of
acceptance of the project.
23 EXPLOSIVES
23.1 The use of explosives will not be permitted unless written permission to do so is obtained by the
Contractor from the City. In all cases where written permission is obtained for the use of explosives, the
Contractor shall assume full responsibility for all damage, which may occur as a direct or indirect result of
the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use
utmost care so as not to endanger life or property and the Contractor shall further use only such methods
as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity.
23.2 Explosive materials shall not be stored or kept at the construction site by the Contractor.
23.3 In all cases where explosives are to be used during the construction of the project contemplated by this
contract, it shall be the duty of the Contractor to notify each utility company having structures (above or
below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such
notice shall be given sufficiently in advance to enable the companies to take such steps as they may
deem necessary to protect their property from injury. Such notice, however, shall not relieve the
Contractor of responsibility for any damage resulting from his blasting operations.
24 CONTRACTOR'S REPRESENTATIVE
The successful bidder shall be required to have a responsible local representative available at all times while the
work is in progress under this contract. The successful bidder shall be required to furnish the name, address and
telephone number where such local representative may be reached during the time that the work contemplated by
this contract is in progress.
25 INSURANCE
25.1 The Contractor shall not commence work under this contract until he has obtained all insurance as
required in the General Conditions of the contract documents, from an underwriter authorized to do
business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City
and written notice of cancellation or any material change will be provided ten (10) days in advance of
cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right
to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this
contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also
shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact
business in the State of Texas and shall cover all operations in connection with this contract, whether
deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall
furnish to the City of Lubbock all information for this purpose that may be requested. The bidder's bid may be
deemed not to meet specifications or the bid may be rejected if the evidence submitted by, or investigation of, the
bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the
contract and to complete the work described therein. Evaluation of the bidder's qualifications shall include:
(a) The ability, capacity, skill, and financial resources to perform the work or provide the service required.
(b) The ability of the bidder to perform the work or provide the service promptly or within the time specified,
without delay or interference.
(c) The character, integrity, reputation, judgment, experience, and efficiency of the bidder.
(d) The quality of performance of previous contracts or services.
32 BID AWARD
32.1 The City of Lubbock reserves the right to reject any or all bids, reject any particular item on a bid, and to
waive immaterial formalities and to accept the offer most advantageous to the City of Lubbock in its sole
discretion. Unless otherwise specified herein, the City shall award the bid based on the total bid for Bid
Items 1 through 16.
32.2 All bids are evaluated for compliance with specifications before the bid price is considered. Response to
specifications is primary in determining the best low bid. Failure to comply with the specifications may
result in disqualification of the bid.
32.3 In case of tie bids, preference will be given to local bidders. Consistent and continued tie bidding may be
cause for rejection of bids by the City of Lubbock and/or investigation by the Attorney General to
determine possible Anti -Trust violations.
32.4 Before the City may award a bid to a nonresident bidder, the nonresident bidder's bid must be lower than
lowest bid submitted by a responsible Texas bidder by the same margin or amount that a Texas bidder
would be required to underbid the nonresident bidder in the nonresident bidders' home state.
32.5 Any contract made, or purchase order issued, as a result of this Invitation to Bid, shall be entered into the
State of Texas and under the laws of the State of Texas. In connection with the performance of work, the
Bidder agrees to comply with the Fair Labor Standard Act, Equal Opportunity Employment Act, and all
other applicable Federal, State, and Local laws, regulations, and executive orders to the extent that the
same may be applicable.
32.6 NO INDIVIDUAL OF ANY USING DEPARTMENT HAS THE AUTHORITY TO LEGALLY AND/OR
FINANCIALLY COMMIT THE CITY TO ANY CONTRACT, AGREEMENT OR PURCHASE ORDER FOR
GOODS OR SERVICES, UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS
INVITATION TO BID.
BID SUBMITTAL
ITB #216-03(RS, Addendum #1
City of Lubb
PURCHASING DEPARTM 4 ADDENDUM # 1
ROOM L04, MUNICIPAL L
1625 13TH STREET ITB #216-03 J RS
LUBBOCK, TEXAS 79401 E CONSIRRC1l0" C0'
PH: (806) 775-2167 FAX: 806)7 3032 2004 Primary Streets Maintenance Program
http://purchasing.ci.Lub ck.tx.us LONSK ARCH
MAILED TO VENDOR: December 2, 2003
CLOSE DATE: December 17, 2003 @ 2:00 p.m.
The following items take precedence over specifications for the above named Invitation to Bid (ITB).
Where any item called for in the ITB documents is supplemented here, the original requirements, not
affected by this addendum, shall remain in effect.
1. Please find enclosed the revised City of Lubbock Bid Form for your bid submittal. On Page 6 of the
Bid Submittal Form, 90(ninety) working days has been changed to 90(ninety) consecutive calendar
days
2. General Instructions To Bidders, Page 3, Section 13, 90(ninety) working days has been changed to
90(ninety) consecutive calendar days.
3. Special Conditions, Page 1, Section 1, 90(ninety) working days has been changed to 90(ninety)
consecutive calendars days.
All requests for additional information or clarification must be submitted in writing and directed to:
Ron Shuffield, Senior Buyer, City of Lubbock, P.O. Box 2000, Lubbock, Texas 79457
Questions may be faxed to (806) 775-2164 or Email to rshuffield@mail.ci.lubbock.tx.us
THANK YOU,
CITY OF LU
Ron Shuffiel(
Senior Buyer
y
It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the
bidder's responsibility to advise the City of Lubbock Purchasing Manager if any language, requirements, etc., or
any combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source.
Such notification must be submitted in writing and must be received by the Purchasing Manager no later than five
(5) business days prior to the bid close date. A review of such notifications will be made.
216-03RSAdd1
BID SUBMITTAL
LUMP SUM BID CONTRACT
SATE: December 17, 2003
"DROJECT NUMBER: #216-03/RS - 2004 PRIMARY STREETS MAINTENANCE PROGRAM
Bid of GRANITE CONSTRUCTION COMPANY (hereinafter called Bidder)
ro the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Gentlemen:
..fhe Bidder, in compliance with your Invitation to Bid for the construction of a 2004 PRIMARY STREETS MAINTENANCE
.'ROGRAM having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related
contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction
,he intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies;
_;end to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therei
and at the price stated below. The price to cover all expenses incurred in performing the work required under the contract
iocuments.
Item Quantities Description of Item
,No. & Units & Unit Price
(a) 112,220.0 GALS CRS emulsified, polymerized asphalt +3% latex by volume (2% by
weight); for Course #1, MATERIALS ONLY; PER GALLON;
U DOLLARS ($ CC GZ )& Al, n tV k CENTS
(b) 112,220.0 GALS. Application of Item 1(a), including all items such as labor, equipment,
preparation of existing surface, etc.; PER GALLON;
zi�pw DOLLARS ($ 0% cf )& ie ltf CENTS
(c) 112,220.0 GALS. Total in -place cost for Items 1(a) and 1 (b); PER GALLON;
-- C de DOLLARS ($ )& A/e, CENTS
(a) 122,750.0 GALS CRS emulsified, polymerized asphalt +3% latex by volume (2% by
weight); for Course #2, MATERIALS ONLY; PERK GALLON;
Z...e4l DOLLARS ($ C�, )& ii/r` ,t,'- CENTS
(b) 122,750.0 GALS. Application of Item 2(a), including all items such as labor, equipment,
preparation of existing surface, etc.; PER GALLON;
ZZkc, DOLLARS ($���& 6 N CENTS
Total
Amount
(c) 122,750.0 GALS. Total in -place cost for Items 2(a) and 2(b); PER GALLON;
i" DOLLARS ($ - )& n/` CENTS
3.
- (a) 3,050.0 C.Y. Surface aggregate; TxDOT Grade No. 4 uncoated crushed gravel,
meeting gradation and soundness tests, including loading and freight
at stockpiles in the City of Lubbock, for Course #1; MATERIALS ONLY;
-- PER CUBIC YARD;
1
e ee A DOLLARS ($ j I: � -3 )& i- i>r ec 1 CENTS
(b) 3,050.0 C.Y. Application of Item 3(a), including all items such as labor, equipment,
preparation of existing surface, etc.; PER CUBIC YARD;
-��_
�+� � c• W- DOLLARS ($ 34.E )& L i� �f��"vrtCENTS
(c) 3,050.0 C.Y. Total in -place cost for Items 3(a) and 3(b); PER CUBIC YARD;
�, lz S,DOLLARS ($ 4-1 �& 40 CENTS
(a) 2,700.0 C.Y. Surface aggregate; TxDOT Grade No. 5 uncoated crushed gravel,
meeting gradation and soundness tests, including loading and freight
at stockpiles in the City of Lubbock, for Single Course and Course #2;
MATERIALS ONLY; PER CUBIC YARD; i
(' �j ev%' DOLLARS ($ I 3 A CENTS
$ 1 Z 2-1*75v
$ 14-0., 3c'e
(b) 2,700.0 C.Y. Application of Item 4(a), including all items such as labor, equipment,
preparation of existing surface, etc.; PER CUBIC YARD;
hottr"_DOLLARS ($ 34. )&�je,4'(C� Seue 1 CENTS
(c) 2,700.0 C.Y. Total in -place cost for Items 4(a) and 4(b); PER CUBIC YARD;er
7 l
1'"t; izY DOLLARS CENTS $
(a) 4,500.0 S.Y. Patching with Black Base, 3" depth (excavation of 4 1/2", with
replacement of 3" Black Base and 1 1/2" Type C Hot Mix);
MATERIALS ONLY; PER SQUARE YARD;
b'►c,_/_t f DOLLARS ($ e— CENTS
(b) 4,500.0 S.Y. Installation of Item 5(a), including all items such as labor, equipment,
removal and disposal of asphaltic surface, caliche base, and subgrade
(if soft or unstable) to a depth of 4 1/2" and replacing with 3" of Black
Base and 1 1/2" Type C Hot Mix; PER SQUARE YARD;
Fot'kr- DOLLARS ($ A3'� )& i �c Ve— CENTS
(c) 4,500.0 S.Y. Total in -place cost for Items 5(a) and 5(b); PER SQUARE YARD;
DOLLARS ($1 )& tictn _CENTS
2
7
(a) 2,000.0 S.Y. Patching with Black Base, 6" depth (excavation of 7 1/2", with
replacement of 6" Black Base and 1 1/2" Type C Hot Mix);
MATERIALS ONLY; PER SQUARE YARD;
C1-5 DOLLARS ($' ' S )& r-i v z- CENTS
(b) 2,000.0 S.Y. Installation of Item No. 6(a), including all items such as labor, equipment,
removal and disposal of asphaltic surface, caliche base, and subgrade
(if soft or unstable) to a depth of 71/2" and replacing with 6" of Black
Base and 1 1/2" Type C Hot Mix; PER SQUARE YARD;
DOLLARS ($�3� )& Vki A4 CENTS
(c) 2,000.0 S.Y. Total in -place cost for Items 6(a) and 6(b); PER SQUARE YARD;
DOLLARS ($ JZ� r )& cf-� CENTS $ 74 �'011
(a) 400.0 S.Y. Patching with Black Base, 9" depth (excavation of 10 1/2", with
replacement of 9" Black Base and 1 1/2" Type C Hot Mix),
MATERIALS ONLY; PER SQUARE YARD;
c�
(,; Gt (' DOLLARS ($_)& (= V CENTS
(b) 400.0 S.Y. Installation of Item No. 7(a), including all items such as labor, equipment,
removal and disposal of asphaltic surface, caliche base, and subgrade
(if soft or unstable) to a depth of 10 1/2" and replacing with 9" of Black
Base and 1 1/2" Type C Hot Mix; PER SQUARE YARD;
DOLLARS($ q-.�5 )& 't'�`���t IJ,te-CENTS
(c) 400.0 S.Y. Total in -place cost for Items 7(a) and 7(b); PER SQUARE YARD;
f k10 DOLLARS ($ 11 )& ���w 1v __CENTS
(a) 500.0 S.Y. Patching with 2 sack flowable fill; 6" depth, (excavation of 7 1/2", with
replacement of 6" 2 sack flowable fill and 1 1/2" Type C Hot Mix);
MATERIALS ONLY; PER SQUARE YARD;
riye, DOLLARS ($ �. ¢ )& tui �`ud" CENTS
(b) 500.0 S.Y. Installation of Item 8(a), including all items such as labor, equipment,
removal and disposal of asphalt surface, caliche base, and subgrade
(if soft or unstable) to a depth of 7 1/2" and replacing with 6" of 2 sack
flowable fill and 1 1/2" Type "C" Hot Mix; PER SQUARE YARD;
TQ-r1 DOLLARS ($ %C� Z� )& 1 "'-�+ CENTS
(c) 500.0 S.Y. Total in -place cost for Items 8(a) and 8(b); PER SQUARE YARD;
"I R DOLLARS ($ �: & �C �t�CENTS $7, e54)
M
(a) 12,000.0 S.Y. Patching with 1 1/2" H.M.A.C. ; with approved crushed stone or
approved crushed gravel; MATERIALS ONLY; PER SQUARE YARD;
DOLLARS ($ 1*3 )& �ijt��-Cer� CENTS
(b) 12,000.0 S.Y. Installation of Item 9(a), including all items such as labor, equipment,
removal and disposal of existing surface, (if applicable), including
prime and tack coat; PER SQUARE YARD;
+v30 DOLLARS ($ (,,7 )& S e i< �\ CENTS
(c) 12,000.0 S.Y. Total in -place cost for Items 9(a) and 9(b); PER SQUARE YARD;
rt vz DOLLARS ($ 5. L'- )& ttU1 e-s-k' CENTS $ G.'L, 4-ce
10.
(a) 250.0 L.F. Curb and Gutter; 6" concrete, Class E (3,000 psi @ 7 days), 30" wide
separate gutter or sawtooth curb and gutter; MATERIALS ONLY;
PER LINEAR FOOT;
rDOLLARS c=r CENTS
(b) 250.0 L.F. Installation of Item 10(a), including all items such as labor, equipment, removal
and disposal of existing C & G, subgrade preparation, complete in place,
with locations as directed by the Street Superintendent; PER LINEAR FOOT;
-,0Lv1 Five- DOLLARS $ Z.S.
( )& Z)iif CENTS
(c) 250.0 L.F. Total in -place cost for Items 10(a) and 10(b); PER SQUARE YARD;
DOLLARS ($ 3G', q' )& 4K4i 1 CENTS $--7 --
'1.
(a) 1,000.0 S.Y. Valley Gutter; 8" reinforced Class C concrete (3,600 psi @ 28 days)
(see Section 2, Item 10 of the Specifications for reinforcement information);
MATERIALS ONLY; PER SQUARE YARD;
/V X f r_41 DOLLARS ($ / /. '-3 A-1 I T 6..Alt � �- CENTS
(b) 1,000.0 S.Y. Installation of Item 11(a), including all items such as labor, equipment,
removal and disposal of existing material, subgrade preparation, complete
in place, with locations as directed by the Street Superintendent; PER
SQUAREYARD;
DOLLARS ($ 97
�& Al, � t�tf ScU 01 CENTS
-= (c) 1,000.0 S.Y. Total in -place cost for Items 11(a) and 11(b); PER SQUARE YARD;
DOLLARS )&CENTS $ JZr $c'G3
4
-12.
(a) 250.0 S.Y. Sidewalk and driveway adjustment; 4" concrete (Class A, 3,000 psi @
28 days), reinforced; MATERIALS ONLY; PER SQUARE YARD;
L-y DOLLARS ($ I I. 2-W )& �W- Si X CENTS
(b) 250.0 S.Y. Installation of Item 12(a), including all items such as labor, equipment,
removal and disposal of existing sidewalk and/or driveway, subgrade
preparation, complete in place, with locations as directed by the Street
Superintendent; PER SQUARE YARD;
S t 1t S
�
DOLLARS ($ LFG )& EstCENTS
(c) 250.0 S.Y.
_;13.
(a) 12,500.0 S.Y
Total in -place cost for Items 12(a) and 12(b); PER SQUARE YARD;
C 5'e
c_-v e �\it i�i 5 �i� DOLLARS ($ % / & CENTS $ I
Asphaltic Concrete Milling; milling of existing street surface;
MATERIALS ONLY; PER SQUARE YARD;
Not Applicable
(b) 12,500.0 S.Y. Performance of Item No. 13(a), including all items such as labor,equipment,
removal and stockpiling of milled surface, with locations as directed by the
Street Superintendent, PER SQUARE YARD;
c A e- DOLLARS ( I: 55 )&111Fi've CENTS
(c) 12,500.0 S.Y. Total in -place cost for Items 13(a) and 13(b); PER SQUARE YARD;
L%t`1e DOLLARS s-6' )& Ft'Vz CENTS
(a) 2,000.0 L.F. Herbicide application; spraying of weeds and grass in street Right of Way,
one foot in width; MATERIALS ONLY; PER LINEAL R FOOT;
Ze P-0 DOLLARS ($ �, )& �'w'�(41e- CENTS
(b) 2,000.0 L.F
(c) 2,000.0 L.F.
(a) 2,500.0 C.Y.
Performance of Item No. 14(a), including all items such as labor, equipment,
licensing, and insurance, with locations as directed by the Street Superintendent;
PER LINEAR FOOT;
ZCf/2 DOLLARS ($ &_ 'ife�fCENTS
Total in -place cost for Items 14(a) and 14(b); PER LINEAR FOOT;
50
l t RL DOLLARS ($ 0, , )& -'i CENTS
Asphaltic concrete crushing; crushing of asphaltic material salvaged from
patching operations; MATERIALS ONLY; PER CUBIC YARD;
DOLLARS ($ f>. a n )& CENTS
$ CY1 )
5
(b) 2,500.0 C.Y.
Performance of Item No. 15(a), including all items such as labor, equipment,
removal, crushing, and delivery of asphaltic material, with locations as directed
by the Street Superintendent; PER CUBIC YARD;
DOLLARS ($ _ZU, F(6 )& rVe-CENTS
(c) 2,500.0 C.Y.
Total in -place cost for Items 15(a) and 15(b); PER CUBIC YARD;
DOLLARS ($ l� )& L �'� �t A ;/cCENTS $ 12-5
-16.
(a) 9,000.0 tabs
Paint stripe tabs for all streets requiring lane line repainting;
MATERIALS ONLY; PER TAB;
j
z pL DOLLARS ($I3 r ' CENTS
(b) 9,000.0 tabs
Installation of Item No. 16(a), including all items such as labor, equipment,
preparation of existing surface, etc; with locations as directed by the Street
Superintendent; PER TAB;
Z.c P- DOLLARS ($ 6: )& Ems' rt.i e- CENTS
(c) 9,000.0 tabs
Total in -place cost for Items 16(a) and 16(b); PER TAB;
o DOLLARS ($ F+uzCENTS $ 7.561
Total for Items 1(a) through 16(a) MATERIALS ONLY $ 4-
Total for Items 1(b) through 16(b) LABOR, EQUIPMENT, ETC $
Total for Items 1(c) through 16(c) $ ] 54� 7-`7 Z
(Amount shall be shown in
both words and numerals. In case of discrepancy, the amount shown in words shall govern.)
Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written "Notii
to Proceed" of the Owner and to substantially complete the project within 90 (NINETY) consecutive calendar days thereafter as
-stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated
damages the sum of $500 (FIVE HUNDRED) for each working day in excess of the time set forth herein above for completion i
---this project, all as more fully set forth in the general conditions of the contract documents.
Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction
number 28 of the General Instructions to Bidders.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding.
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after tt
scheduled closing time for receiving bids.
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans,
specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on
before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provic
in the contract documents.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certifie
check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without
-3 recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submittl
as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if
4
pequired) within fifteen (15) days after notice of award of the contract to him.
Enclosed with this bid is a Cashier's Check or Certified Check for _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Dollai
or a Bid Bond in the sum of Five Percent (5%) of Total Bid Dollars (-- - - - - ),-which it is
agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the
-Owner and the undersigned fails to execute the necessary contract documents, insurance certificates, and the require
bond (if any) with the Owner within fifteen (15) days after the date of receipt of written notification of acceptance of sai
Ad; otherwise, said check or bond shall be returned to the undersigned upon demand.
Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract
iocuments made available to him for his inspection in accordance with the Notice to Bidders.
Pursuant to Texas Local Government Code 252.043(a), a
competitive sealed bid that has been opened may not be
changed for the purpose of correcting an error in the bid
price. THEREFORE, ANY CORRECTIONS TO THE BID
PRICE MUST BE MADE ON THE BID SUBMITTAL FORM
PRIOR TO BID OPENING.
Seal if Bidder is a Corporation)
ATTE
Secretary Mark E. Boitano
Nssistant'
3idder acknowledges receipt of the following addenda:
Addenda No.
1 Date 12/02/03
Nddenda No.
Date
_;addenda No.
Date
Addenda No.
Date
MMBE Firm:
N/A
American
Date: December 17, 2003
By:
A on ed Signature
ame H. Roberts, Vice President
led or Typed Name)
GRANITE CONSTRUCTION COMPANY
Company
P.O. BOX 50085/ 585 W. Beach Street
Address
Watsonville ,Santa Cruz
City, County
California 95077-5085
State Zip Code
Telephone: 831 _ 724-1011
Fax: 831 768-4021
I I Hispanic American I I Asian Pacific American I I Other (Soecifv) 1
y
This Notice pertains to the following Surety Bond Issued by a member Insurer of the Chubb Group of
Insurance Companies, including Federal Insurance Company, Vigilant Insurance Company and
Pacific Indemnity Company.
Bond Number: N/A
POLICYHOLDER DISCLOSURE NOTICE
TERRORISM RISK INSURANCE ACT OF 2002
You are hereby notified that pursuant to the Terrorism Risk Insurance Act of 2002 (the
"Act") effective November 26, 2002, we are making available to you coverage for losses
arising out of certain acts of international terrorism. Terrorism is defined as any act
certified by the Secretary of the Treasury, in concurrence with the Secretary of State and
the Attorney General of the United States, to be an act of terrorism; to be a violent act or
an act that is dangerous to human life, property or infrastructure; to have resulted in
damage within the United States, or outside the United States in the case of an air carrier
or vessel or the premises of a United States Mission; and to have been committed by an
individual or individuals acting on behalf of any foreign person or foreign interest, as part
of an effort to coerce the civilian population of the United States or to influence the
policy or affect the conduct of the United States Government by coercion. Coverage for
acts of terrorism is already included in the captioned Surety Bond.
You should know that, effective November 26, 2002, any losses caused by acts of
terrorism covered by your Surety Bond will be partially reimbursed by the United States
under the formula set forth in the Act. Under this formula, the United States of America
pays 90% of covered terrorism losses that exceed the statutorily established deductible to
be paid by the insurance company providing the coverage. The portion of your premium
that is attributable to coverage for such acts of terrorism is zero, because we could not
distinguish (and separately charge for) acts of terrorism from other causes of loss when
we calculated your premium.
If you have any questions about this notice, please contact your agent or broker.
cHuleB
FEDERAL INSURANCE COMPANY
BID BOND
Bond No. N/A Amount$ 5% of Total Bid
Know All Men By These Presents,
Thatwe, GRANITE CONSTRUCTION COMPANY
(hereinafter called the Principal),
as Principal, and the FEDERAL INSURANCE COMPANY, Warren, New Jersey, a corporation duly organized under
the laws of the State of Indiana, (hereinafter called the Surety), as Surety, are held and firmly bound unto
CITY OF LUBBOCK, TEXAS
(hereinafter called the Obligee),
in the sum of Five Percent (5%) of the Total Bid Amount Dollars
(I - - - - - - - - - -), for the payment of which we, the said Principal and the said Surety, bind ourselves,
our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
Sealed with our seals and dated this 8th day of December 2003
WHEREAS, the Principal has submitted a bid, dated December 17 , 2003
for 2004 PRIMARY STREETS MAINTENANCE PROGRAM
ITB #216-03/RS
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Obligee shall accept the bid of
the Principal and the Principal shall enter into a contract with the Obligee in accordance with such bid and give bond
with good and sufficient surety for the faithful performance of such contract, or in the event of the failure of the
Principal to enter into such contract and give such bond, if the Principal shall pay to the Obligee the difference, not
to exceed the penalty hereof, between the amount specified in said bid and the amount for which the Obligee may
legally contract with another party to perform the work covered by said bid, if the latter amount be in excess of the
former, then this obligation shall be null and void, otherwise to remain in full force and effect.
GRANITE CONSTRUCTION COMPANY
Prin pal
By:
ame H. Roberts, Vice Tresident
F DER WNSURA COMPANY
By.
Lisa Spra e, Attor y-in-Fact
i
Form 15-02-0002 (Rev. 11-99)
STATE OF CALIFORNIA }
}
COUNTY OF Santa Cruz }
On December 8, 2003 before me, the undersigned notary public,
personally appeared Lisa Sprauge
personally known to me OR proved to me on the basis of satisfactory evidence to be
the person(s) whose name(s) is/are subscribed to the within instrument and
acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s) acted, executed the instrument.
WITNESS my hand and official seal.
i JANET HUTTON
'0". #1362143 -r
NOTPRY PUBUC • CALIFORNUi ��
Sign re of Notary �APfre,Zunrm
a ` rry Cam. Expires June 24, 2006 V
_.. .ram
Chubb POWER Federal Insurance Company Attn: Surety' Department
Sure OF Vigilant Insurance Company 15 Mountain View Road
Surety OF
Pacific Indemnity Company Warren, NJ 07059
Know All by These Pmsents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a NewYork corporation
and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Deborah S. Jackson,
R. C. Allbritton, Lisa Sprauge-and Jigisha Desai of Watsonville, California ---------
each as their true and lawful Attorney -in -Fact to execute under such designation in their names and to affa their corporate seals to and defiver for and on
their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bad bonds) given or
executed in the course of business, and any instruments amending or altering the same, and consents to the modification or alteration of any instrument
referred to In said bonds or obligations on behalf of GRANITE CONSTRUCTION INCORPbRATED AND ALL SUBSIDIARIES
ALONE OR IN JOINT VENTURE ------------------------------- —__—________------ __--
in connection with bids, proposals or contracts to or with the United States of America; any State or political subdivision thereof or any person, firm or
corporation. And the execution of such bond or obligation by such Aftomey4n Fact In the Company's name and on its behalf as surety thereon or
otherwise, under its corporate seal, in pursuance of the authority hereby conferred shall, upon delivery thereof, be valid and binding upon the Company.
In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have
each executed and attested these presents and affixed their corporate seals on this 23 d day of July, 2002
Kenneth C. Wendel, Assistant Secretary Ilk E. Robertson, Vice P esident
STATE OF NEW JERSEY '
3 County of Somerset
On this 23 rd day of July, 2002 , before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me known
to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the
foregoing Power of Attorney, and the said Kenneth C. Wendel being by me duly swum, did depose and say that he Is Assistant Secretary of FEDERAL INSURANCE COMPANY,
VIGILANT INSURANCE COMPANY and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are
such corporate sealkend were thereto affixed by authority of the By -Laws of said Companies; and that he signed said Power of Attorney as Assistant Secretary of said Companies
by like authority; and that he is acquainted with Frank E. Robertson, and knows him to be Vice President of said Companies; and that the signature of Frank E. Robertson,
subscribed M of Attomey Is in the genuine handwriting of Frank E. Robertson, and was thereto subscribed by authority of said By -Laws and in deponenrs presence.
Nota ' TA EL
Jerew
NotarYMICHME o
2229941.
y '✓EFisE` � EX 4"ZOPt'2S' 4 No ublic
CERTIFICATION
Extract from the By -Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY. -
"All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the
Chairman or the President or a Vice President.or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, tinder their
respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the followfng officers:
Chairman, President, any Vice President, any Assistant Vice President, any Secretary, arty 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 Assistant Secretaries or Attonieys4n-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 upon the Company with respect to any bond or
undertaking to which it Is attached.'
1, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY
,(ihe .spaces.) do hereby certify that
in the foregoing extract of the By4.aws of the Compardes is true and correct,
(i;) the Companies are duly doensed and authorized 10 transact surely business in all So of the United States of America and the District of
Columbia and are authorized by tide U. S. Treasury Department furtiher, Federal and Vigilant are licensed in Puerto Rico and the U. S.
Virgin islands. and Federal Is ficensed in American Samoa, Guam, and each of the Provinces of Canada except prince Edward Island; and
(di) the foregoing Power of Attorney is true, correct and in M face and effect.
Given under my hand and seals of said Contp WW at Warren, NJ thts 8th day of December 2003
�0
ZV&
roMs� �yEw Yot�'� Kenneth C. Wendel, Aselstant Secretary
IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR
NOTIFY US-OFANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY
Telephone (908) 903-34M Fax (908) 903,3656 e►mall: surety@chubb.com
[--�Xna 15-10-0164(RK*"CORPCONSBIT
No Text
t -)
i I'
f A
PAYMENT BOND
Bond Numbers: Federal: 8193-65-65
Travelers: 104186529
St. Paul: TB4082
Premium included -in perf. bond
STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN $25,000)
GRANITE
KNOW ALL MEN BY THESE PRESENTS, that CONSTRUCTION COMPANY
(hereinafter called the Principal(s), as
Principal(s),and Federal Insurance Company, Travelers Casuality and Surety Company,
St Paul Fire and Marine Insurance Company
(hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the
Obligee), in the amount of Seven - Hundred Ninty Four * Dollars ($794,292.50) lawful money of the
United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators,
executors, successors and assigns, jointly and severally, firmly by these presents. *Thousand Two Hundred Ninty
Two Dollars and 50/100s.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the day of
, 20 , to
ITB #216-03/RS - 2004 Primary Streets Maintenance Program
and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in
the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as
if copied at length herein.
c NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all
claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said
contract, then, this obligation shall be void; otherwise to remain in full force and effect;
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the
Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said
Article to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this
20th day of January 2004
SEE ATTACHED PAGE FOR'SURETIES
Surety
*By:_
SEE ATTACHED PAGE FOR SIGNATURES
(Title)
GRANITE CONSTRUCTION COMPANY
(Company Name)
By: Mark E. Boitano
Pri ed Name)
(Signature)
Mark E. Boitano,
Executive Vice President
(Title)
1
The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby
designates Howard Cowan* an agent resident in Lubbock County to whom any requisite notices may be delivered
and on whom service of process may be had in matters arising out of such suretyship.
*Bond Agency, Inc. SEE ATTACHED PAGE FOR SURETIES
Surety
SEE ATTACHED PAGE FOR SIGNATURES
*By:
(Title)
Approved as to form:
City of Lubbock
By:
i omey
* Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing '
that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of
attorney for our files.
i
f1
�3
2
ISURETY SIGNATURE PAGE
Obligee: City of Lubbock
Contract #: ITB#216-03/RS
Contract Name. 2004 Primary Streets
Maintenance Program
Date Janaury 20, 2004
FEDERAL INSURANCE COMPANY, (Lead) (30%)
15 Mountain View Road, Warren, NJ 07059
State of Incorporation: Indiana
Issued Under Bond Number: 8193-65-65
BY:
g a Desai , Attorney -In -Fact
ST. PAUL FIRE AND MARINE INSURANCE COMPANY, Co -Surety (25%)
5801 Smith Avenue, Baltimore, MD 21209
State of Incorporation: Minnesota
Issued Under Bond Number: TB4082
BY: 0 `
"ifs Desai , Attorney -In -Fact
TRAVELERS CASUALTY AND SURETY COMPANY, Co -Surety (45%)
One Tower Square, Hartford, CT 06183
State of Incorporation: Connecticut
Issued Under Bond Number: 104186529
BY: 4
Ji sha Desai , Attorney -In -Fact
No Text
STATE OF CALIFORNIA }
}
COUNTY OF Santa Cruz )
On January 20, 2004 before me, the undersigned notary public,
personally appeared Lgisha Desai
_❑X personally known to me OR ❑ proved to me on the basis of satisfactory evidence to
be the person(s) whose name(s) is/are subscribed to the within instrument and
acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s) acted, executed the instrument.
WITNESS my hand and official seal.
MICHELLE DURDEN
Comm.1414049
NOTARY PUBLIC -CAL FORNIA
SAWA CRUZ COUNTY
MY COMMISSION O(PIR8 APR 27 2007
Signature of Notary
No Text
No Text
No Text
TRAVELERS CASUALTY AND SURETY COMPANY
FARMINGTON CASUALTY COMPANY
Hartford, Connecticut 06183-9W2
POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEYS) -IN -FACT
KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF
AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,
corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford,
County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these
presents snake, constitute and appoint: Deborah S. Jackson, R G Allbritton, Lisa Sprauge, Jigisha Desai, of Watsonville,
California, their true and lawful Attorneys)-irt-Fact, with full power and authority hereby conferred to sign, execute and
acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, a� and all
;bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional
undertaking and any and all consents incident thereto, on behalf of Granite Construction Incorporated and all Subsidiaries alone
ully and to the same extent as if the same were signed by the duly
sor in Joint Venture, and to bind the Companies, thereby as f
authorized officers of the Companies, and all the acts of said Attorneys) -in -Fact, pursuant to the authority herein given, are hereby
ratified and confirmed.
;This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are
aow in full force and effect:
VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any
econd 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, recognrzances, contracts of indemnity, and other writings obligatory in
he 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.
VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President
.iaay 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
i writing and a copy thereof is filed in the office of the Secretary.
S7OTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional
ndertaking 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
squired) by one or more Attomeys-ia Fad and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or
f one or more Company officers pursuant to a written delegation of authority.
7:isop
rity of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY
PANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMII�IGTON CASUALTY
COMPANY, which Resolution is now in full force and eff cd:
')TED: That the signature of each of the following offices: 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
L
eertif cafe relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for
ed by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to say bond or
iertaking to which it is attached
iCIAL WORDING (11.00)
IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELER
CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to b
signed by their Senior Vice President, and their corporate seals to be hereto affixed this 9th day of July 2002.
STATE OF CONNECTICUT
) SS. Hartford
COUNTY OF HARTFORD
s
Sns� Jr�Tr tiva a r,, u.4
d 1932 o
$ �, CONK a • D
7��i
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
TRAVELERS CASUALTY AND SURETY COMPANY
FARMMGTON CASUALTY COMPANY
By
George W. Thompson
Senior Vice President
On this 9th day of July, 2002 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn,
did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF
AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the
corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals
affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by
authority of his/her office under the Standing Resolutions thereof.
TO 0
,a�w C9�JUt�.► C
My commission expires June 30, 2006 Notary Public
Marie C. Tetreauit
CERTIFICATE
I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA,
TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of
the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority
remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set
forth in the Certificate of Authority, are now in force.
Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this 20 th day of
January 12004
OVA eaGAsi/,��
u~ �'� O� • l r}
A ti
i llAiiTFOF�. < 1 ! ti 2�' O
CM
j •CoNtL
4 �ibt �a+s� �6�,yyMec ��Ja
By
Kori M. Johanson
Assistant Secretary, Bond
POWER OF ATTORNEY
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
23387
Power of Attorney No.
United States Fidelity and Guaranty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Certificate No. 181712 3
KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and 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, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and
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
K C. Allbritton, Lisa Sprauge, Jigisha Desai and Deborah S. Jackson
of the City of Watsonville , State California , their true and lawful Attomey(s)-in-Fact,
each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings,
contracts and other written instruments 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.
nd
IN WITNESS WHEREOF, the Companies have caused this instrumentto be signed,aitd_sealed tbi� °2 day of June 2003
;.i
Seaboard Surety Company >(Jnifed States Fidelity and Guaranty Company
St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company
St. Paul Guardian Insurance Company , ' Fidelity and Guaranty Insurance Underwriters, Inc.
St. Paul Mercury Insurance Comphny''
SWEfy < FtRE 6 ~7 PO+f'...`M`iG9 4ap.� �N54gg4 �r�..
Uj)51�
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State of Maryland
City of Baltimore
PETER W. CARMAN, Vice President
— -/-/� le
THOMAS E. HUIBREGTSE, Assistant Secretary
On this 2nd day of June 2003 , before me, the undersigned officer, personally appeared Peter W. Carman and
Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and
Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and
Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of
said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the
corporations by themselves as duly authorized officers.
In Witness Whereof, I hereunto set my hand and official seal.
My Commission expires the 1st day of July, 2006.
86203 Rev. 7-2002 Printed in U.S.A.
NO
y pUB�CY
p9 f Cw a0 REBECCA EASLEY-ONOKALA, Notary Public
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul
Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company,
Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and
effect, reading as follows:
RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating
to said business may be signed, executed, and acknowledged by persons or entities appointed as Attomey(s)-in-Fact pursuant to a Power of Attorney issued in
accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the
Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary,
under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and
the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attomey(s)-in-Fact for purposes
only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, 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 upon the Company with respect to any bond or undertaking to
which it is validly attached; and
RESOLVED FURTHER, that Attomey(s)-in-Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of
Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other
writings obligatory in the nature thereof, and any such instrument executed by such Attorneys) -in -Fact shall be as binding upon the Company as if signed by an
Executive Officer and sealed and attested to by the Secretary of the Company.
I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company,
St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance
Underwriters, Inc. 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 hereunto set my hand this 20th day of January , 2004
SIY+f)y yFtftE6y 0�lN.�NSG9 Jpt _�ns'A41i ���Y� /v/�'/
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is.....,. �p 41%)Atitd�! p� ,r Thomas E. Huibregtse, Assistant Secretary
To verify the authenticity of this Power of Attorney, call 1-800-421-3880 and ask for the Power of Attorney clerk. Please refer to the Power of Attorney number,
the above -named individuals and the details of the bond to which the power is attached.
This Notice pertains to the following Surety Bond issued by a member Insurer of the Chubb Group of
Insurance Companies, including Federal Insurance Company, Vigilant Insurance Company and
Pacific Indemnity Company.
Bond Number: 8193-65-65
POLICYHOLDER DISCLOSURE NOTICE
TERRORISM RISK INSURANCE ACT OF 2002
You are hereby notified that pursuant to the Terrorism Risk Insurance Act of 2002 (the
"Act") effective November 26, 2002, we are making available to you coverage for losses
arising out of certain acts of international terrorism. Terrorism is defined as any act
certified by the Secretary of the Treasury, in concurrence with the Secretary of State and
the Attorney General of the United States, to be an act of terrorism; to be a violent act or
an act that is dangerous to human life, property or infrastructure; to have resulted in
damage within the United States, or outside the United States in the case of an air carrier
or vessel or the premises of a United States Mission; and to have been committed by an
individual or individuals acting on behalf of any foreign person or foreign interest, as part
of an effort to coerce the civilian population of the United States or to influence the
policy or affect the conduct of the United States Government by coercion. Coverage for
acts of terrorism is already included in the captioned Surety Bond.
You should know that, effective November 26, 2002, any losses caused by acts of
terrorism covered by your Surety Bond will be partially reimbursed by the United States
under the formula set forth in the Act. Under this formula, the United States of America
pays 90% of covered terrorism losses that exceed the statutorily established deductible to
be paid by the insurance company providing the coverage. The portion of your premium
that is attributable to coverage for such acts of terrorism is zero, because we could not
distinguish (and separately charge for) acts of terrorism from other causes of loss when
we calculated your premium.
If you have any questions about this notice, please contact your agent or broker.
No Text
Travelers
Bond Number: 104186529
IMPORTANT DISCLOSURE NOTICE OF TERRORISM
INSURANCE COVERAGE
On November 26, 2002, President Bush signed into law the
Terrorism Risk Insurance Act of 2002 (the "Act"). The Act
establishes a short-term program under which the Federal
Government will share in the payment of covered losses caused
by certain acts of international terrorism. We are providing you
with this notice to inform you of the key features of the Act, and to
let you know what effect, if any, the Act will have on your premium.
Under the Act, insurers are required to provide coverage for
certain losses caused by international acts of terrorism as defined
in the Act. The Act further provides that the Federal Government
will pay a share of such losses. Specifically, the Federal
Government will pay 90% of the amount of covered losses caused
by certain acts of terrorism which is in excess of Travelers'
statutorily established deductible for that year. The Act also caps
the amount of terrorism -related losses for which the Federal
Government or an insurer can be responsible at
$100,000,000,000.00, provided that the insurer has met its
deductible.
Please note that passage of the Act does not result in any change
in coverage under the attached policy or bond (or the policy or
bond being quoted). Please also note that no separate additional
premium charge has been made for the terrorism coverage
required by the Act. The premium charge that is allocable to such
coverage is inseparable from and imbedded in your overall
premium, and is no more than one percent of your premium.
No Text
StmdulSurety St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company
St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc.
Seaboard Surety Company St. Paul Medical Liability Insurance Company
Bond No. TB4082
RIDER CONTAINING
DISCLOSURE NOTICE OF TERRORISM COVERAGE
This disclosure notice is required by the Terrorism Risk Insurance Act of 2002 (the
"Act'). No action is required on your part. This Disclosure Notice is incorporated in
and a part of the attached bond, and is effective the date of the bond.
You should know that, effective November 26, 2002, any losses covered by the
attached bond that are caused by certified acts of terrorism would be partially
reimbursed by the United States under a formula established by the Act. Under this
formula, the United States reimburses 90% of covered terrorism losses exceeding
the statutorily established deductible paid by the insurance company providing the
coverage.
Under the Act, there is a cap on our liability to pay for covered terrorism losses if the
aggregate amount of insured losses under the Act exceeds $100,000,000,000 during
the applicable period for all insureds and all insurers combined. In that case, we will
not be liable for the payment of any amount which exceeds that aggregate amount of
$100,000,000,000.
The portion of your premium that is attributable to coverage for acts of terrorism is
0.00.
IMPORTANT NOTE: THE COST OF TERRORISM COVERAGE IS SUBJECT TO
CHANGE ON ANY BONDS THAT PREMIUM IS CHARGED ANNUALLY.
L � �• � .. _. __, `�. •__. `' Imo__...^ ..-.-.--„. I
GNOS 30NVN8O--J83d
N1737 p 31
Bond Numbers: Federal: 8193-65-65
Travelers: 104186529
St. Paul: TB4082
Premium: $5,586.00
STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN $100,000)
/GRANITE CONSTRUCTION COMPANY
KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and
Federal Insurance Company, Travelers Casualty and Surety Company, St. Paul Fire and
Marine Insurance Company
(hereinafter called the Suretsy(s), as Surety(s, are held and firmly bound unto the City of Lubbock (hereinafter called the
Obligee), in the amount of even Hundre Ninty Four* Dollars ($ 794, 292.50) lawful money of the
United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators,
executors, successors and assigns, jointly and severally, firmly by these presents.
Thousand Two Hundred Ninty Two Dollars and 50/100s.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the _ day of
, 20_, to
ITB.`#216-03/RS - 2004 Primary Streets Maintenance Program
and said principal under the law is required before commencing the work provided for in said contract to execute a bond in
the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as
if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully
perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void;
otherwise to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the
Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said
article to the same extent as if it were copied at length herein.
' IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 20th
day of January , 20 04
SEE ATTACHED PAGE FOR SURETIES
Surety
*By. SEE ATTACHED PAGE FOR SIGNATURES
(Title)
GRANITE CONSTRUCTION COMPANY
(Company Name)
By. Mark E. Boitano
Pr' ied Name)
B G � W/�/
(Signature)
Mark E. Boitano,
Executive Vice President
(Title)
The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby
designates Howard* an agent resident in Lubbock County to whom any requisite notices may be delivered and on
whom service of process may be had in matters arising out of such suretyship.
*Cowan Bond Agency, Inc. SEE ATTACHED PAGE FOR SURETIES
Surety
SEE ATTACHED PAGE FOR SIGNATURES
*By.
(Title)
Approved as to Form
City of Lubbock
Y:
ity Attorney
* Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing
that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of
attorney for our files.
2
SURETY SIGNATURE PAGE
Obligee: City of Lubbock
Contract #: ITB#216-03/RS
Contract Name. 2004 Primary Streets
Maintenance Program
Date Janaury 20, 2004
FEDERAL INSURANCE COMPANY, (Lead) (30%)
15 Mountain View Road, Warren, NJ 07059
State of Incorporation: Indiana
Issued Under Bond Number: 8193-65-65
BY:
dlel'aDesai , Attorney -In -Fact
ST. PAUL FIRE AND MARINE INSURANCE COMPANY, Co -Surety (25%)
5801 Smith Avenue, Baltimore, MD 21209
State of Incorporation_ Minnesota
Issued Under Bond Number: TB4082
BY*Rsesai , Attorney -In -Fact
TRAVELERS CASUALTY AND SURETY COMPANY, Co -Surety (45%)
One Tower Square, Hartford, CT 06183
State of Incorporation: Connecticut
Issued Under Bond Number: 104186529
BY: 2"/", ,
i ha Desai , Attorney -In -Fact
STATE OF CALIFORNIA
COUNTY OF Santa Cruz
On January 20, 2004 before me, the undersigned notary public,
personally appeared 1igisha Desai
_0 personallyknown to me OR ❑ proved to me on the basis of satisfactory evidence to
be the person(s) whose name(s) is/are subscribed to the within instrument and
acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s) acted, executed the instrument.
WITNESS my hand and official seal.
MICHELLE DURDEN
COMM. 1414049
NOTARY PUBLIC-CAUFORNIA
SAWA CRUZ COUNTY
MY COMMISSION d(PIRES APR 27 2007
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CERTIFICAMON
ICE COMPANY, VIGILANT INSURANCE COMPANY, anti-PACIPIO tND�MNITY COMPANY:
the Company may and shall be executed M the name and on boo- N of the Cofr l",, either by the
ant at an Assistant Woe President,' jointy with t1e Secretary ssistant Secretary, tinder prelr
oh officers maybe engraved, Printed or Iittwograplred. The si furs of each of the followviag offic _
i Assistant Vie Presitlent, any Secretary; any Assistant 43pq+etfy and the seal of;the Company may
mey or to any certificate relating thereto appointing Assistant Secretaries-or-Attomeys4n PW_ foir
nos and undertakings and other writings obligatory 1 the nature thereof soldwy such; power Of
signature or facsimile seal shall be valid OW binding upon the Company and a --such power sb
ature and facsimile seal shall be valid and bindhq upon the Company:ryittt l +lfiot * bond or
ML INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INIiL11A MCOMPANY
No Text
TRAVELERS CASUALTY AND SURETY COMPANY
FARMINGTON CASUALTY COMPANY
Hartford, Connecticut "183-9062
POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEYS) -IN -FACT
KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF
AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,
-;corporations duly organized under the laws of the State of connecticut, and having their principal offices in the City of Hartford,
County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these
presents make, constitute and appoint: Deborah S Jackson, X t" Allbritton, Lisa Sprauge, Jigisha Desai, of Watsonville,
,California, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and
acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all
bonds recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional
undertaking and any and all consents incident thereto, on behalf of Granite Construction Incorporated and all Subsidiaries alone
or in Joint Venture, and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly
_ authorized officers of the Companies, and all the ads of said Attomey(s}in-Fact, pursuant to the authority herein given, are hereby
ratified and confirmed.
s appointment is made under and by authority of the following Standing Resolutions of said Companies, wtuca tcesoiuuons are
LThi- now in full force and effect:
VOTED. That That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any
econd 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 indemnity, and other writings obligatoryrin
he 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
'ppointee and revoke the power given him or her.
VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President
ay 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
_1 writing and a copy thereof is filed in the office of the Secretary.
TOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional
ndertaking 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
)quired) by one or more Attorneys -in Fad and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or
y one or more Company officers pursuant to a written delegation of authority.
7iti
sPhoMPANY OF AMERICA, TRAVELERS CASIIALTY AND SIIRETY COMPANY and FARIVIIl�IGTON CASIIALTY
COMPANY, which Resolution is now in full force and effect:
3TED: 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
w+er of attacney or to any certif cafe relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for
rposes only of exacting and attesting bonds a� undertakings and other writings obligatory is the nature thereof; and any such power of attorney
..,..;certificate bearing such facsimile signature a' facsimile seal shall be valid and binding upon the Company and any such power so executed and
xxtifiai by snch facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to auy bond or
ertaking to which it is attached
CIAL WORDING (11.00)
I
IN WTTNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS
t ' CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be
signed by their Senior Vice President, and their corporate seals to be hereto affixed this 9th day of July 2002.
STATE OF CONNECTICUT
)SS. Hartford
COUNTY OF HARTFORD
� s� U',Jr�Tr .uba eG' O? c,�,'v,�T.�
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TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
TRAVELERS CASUALTY AND SURETY COMPANY
FARMINGTON CASUALTY COMPANY
George W. Thompson
Senior Vice President
On this 9th day of July, 2002 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn,
did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF
AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the
corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals
affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by
authority of his/her office under the Standing Resolutions thereof.
My commission expires June 30, 2006 Notary Public
Marie C. Tetreault
e�CERTIFICATE
I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA,
TRAWLERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of
the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority
remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set
forth in the Certificate of Authority, are now in force.
Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this 20th day of
January 12004 .
�A Jr�,tY AV, GwsA.
t/q�r
o By
t1AATFOFi�. < n 1082 o
CONK
Kori M. Johanson
Assistant Secretary, Bond
7hegftl POWER OF ATTORNEY
Seaboard Surety Company United States Fidelity and Guaranty Company
St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company
St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc.
St. Paul Mercury Insurance Company
23387
Power of Attorney No.
Certificate No. 1817122
KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and 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, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and
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
R. C. Allbritton, Lisa Sprauge, Jigisha Desai and Deborah S. Jackson
of the City of Watsonville , State
, their true and lawful Attorneys) -in -Fact,
each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings,
contracts and other written instruments 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 petnutied in any actions or proceedings allowed by law.
nd
IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this 2 day of June 2003
Seaboard Surety Company Iinited States Fidelity and Guaranty Company
St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company
St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc.
St. Paul Mercury Insurance Company,
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1927 �i W ' SBALt� 7u t 19%%� PETER W. CARMAN, Vice President
rrcW � AIN t� G
State of Maryland
City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary
On this 2 ad day of June 2003 before me, the undersigned officer, personally appeared Peter W. Carman and
Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and
Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and
Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of
said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the
corporations by themselves as duly authorized officers.
California
11 .' y�PA44 -
5 In Witness Whereof, I hereunto set my hand and official seal. jVoTAR y a�BVC►'
My Commission expires the lst day of July, 2006. 14jp9Eall a0 REBECCA EASLEY-ONOKALA, Notary Public
86203 Rev. 7-2002 Printed in U.S.A.
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul
Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company,
Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and
effect, reading as follows:
RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating
to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorneys) -in -Fact pursuant to a Power of Attorney issued in
accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the
Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary,
under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and
the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attomey(s)-in-Fact for purposes
only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, 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 upon the Company with respect to any bond or undertaking to
which it is validly attached; and
RESOLVED FURTHER, that Attomey(s)-in-Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of
Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other
writings obligatory in the nature thereof, and any such instrument executed by such Attomey(s)-in-Fact shall be as binding upon the Company as if signed by an
Executive Officer and sealed and attested to by the Secretary of the Company.
I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company,
St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance
Underwriters, Inc. 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 hereunto set my hand this 20th day of January 2004,
SLWETy� J F\RE 64 ��RN..NSG JRt \xSUgN S�Y�
`g # � �;SEAL;o3 a',58AL.an � i896 � � 1977 g. 1951
s xc s . eJ,r �:9t AtNfi" d 1� Thomas E. Hutbregtse, Assistant Secretary
To verify the authenticity of this Power of Attorney, call 1-800-421-3880 and ask for the Power of Attorney clerk. Please refer to the Power of Attorney number,
the above -named individuals and the details of the bond to which the power is attached.
This Notice pertains to the following Surety Bond issued by a member Insurer of the Chubb Group of
Insurance Companies, including Federal Insurance Company, Vigilant Insurance Company and
Pacific Indemnity Company.
Bond Number: 8193-65-65
POLICYHOLDER DISCLOSURE NOTICE
TERRORISM RISK INSURANCE ACT OF 2002
You are hereby notified that pursuant to the Terrorism Risk Insurance Act of 2002 (the
"Act") effective November 26, 2002, we are making available to you coverage for losses
arising out of certain acts of international terrorism. Terrorism is defined as any act
certified by the Secretary of the Treasury, in concurrence with the Secretary of State and
the Attorney General of the United States, to be an act of terrorism; to be a violent act or
an act that is dangerous to human life, property or infrastructure; to have resulted in
damage within the United States, or outside the United States in the case of an air carrier
or vessel or the premises of a United States Mission; and to have been committed by an
individual or individuals acting on behalf of any foreign person or foreign interest, as part
of an effort to coerce the civilian population of the United States or to influence the
policy or affect the conduct of the United States Government by coercion. Coverage for
acts of terrorism is already included in the captioned Surety Bond.
You should know that, effective November 26, 2002, any losses caused by acts of
terrorism covered by your Surety Bond will be partially reimbursed by the United States
under the formula set forth in the Act. Under this formula, the United States of America
pays 90% of covered terrorism losses that exceed the statutorily established deductible to
be paid by the insurance company providing the coverage. The portion of your premium
that is attributable to coverage for such acts of terrorism is zero, because we could not
distinguish (and separately charge for) acts of terrorism from other causes of loss when
we calculated your premium.
If you have any questions about this notice, please contact your agent or broker.
CHUBB
11
I
L'I
Travelers
....�°�' Bond Number: 104186529
IMPORTANT DISCLOSURE NOTICE OF TERRORISM
INSURANCE COVERAGE
On November 26, 2002, President Bush signed into law the
Terrorism Risk Insurance Act of 2002 (the "Act"). The Act
establishes a short-term program under which the Federal
Government will share in the payment of covered losses caused
by certain acts of international terrorism. We are providing you
with this notice to inform you of the key features of the Act, and to
let you know what effect, if any, the Act will have on your premium.
Under the Act, insurers are required to provide coverage for
certain losses caused by international acts of terrorism as defined
in the Act. The Act further provides that the Federal Government
will pay a share of such losses. Specifically, the Federal
Government will pay 90% of the amount of covered losses caused
by certain acts of terrorism which is in excess of Travelers'
statutorily established deductible for that year. The Act also caps
the amount of terrorism -related losses for which the Federal
Government or an insurer can be responsible at
$100,000,000,000.00, provided that the insurer has met its
deductible.
Please note that passage of the Act does not result in any change
in coverage under the attached policy or bond (or the policy or
bond being quoted). Please also note that no separate additional
premium charge has been made for the terrorism coverage
required by the Act. The premium charge that is allocable to such
coverage is inseparable from and imbedded in your overall
premium, and is no more than one percent of your premium.
C__
f Qu' Surety St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company
St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc.
Seaboard Surety Company St. Paul Medical Liability Insurance Company
Bond No. TB4082
RIDER CONTAINING
DISCLOSURE NOTICE OF TERRORISM COVERAGE
This disclosure notice is required by the Terrorism Risk Insurance Act of 2002 (the
"Act"). No action is required on your part. This Disclosure Notice is incorporated in
and a part of the attached bond, and is effective the date of the bond.
You should know that, effective November 26, 2002, any losses covered by the
attached bond that are caused by certified acts of terrorism would be partially
reimbursed by the United States under a formula established by the Act. Under this
formula, the United States reimburses 90% of covered terrorism losses exceeding
the statutorily established deductible paid by the insurance company providing the
coverage.
Under the Act, there is a cap on our liability to pay for covered terrorism losses if the
aggregate amount of insured losses under the Act exceeds $100,000,000,000 during
the applicable period for all insureds and all insurers combined. In that case, we will
not be liable for the payment of any amount which exceeds that aggregate amount of
$100,000,000,000.
The portion of your premium that is attributable to coverage for acts of terrorism is
0.00.
IMPORTANT NOTE: THE COST OF TERRORISM COVERAGE IS SUBJECT TO
CHANGE ON ANY BONDS THAT PREMIUM IS CHARGED ANNUALLY.
CERTIFICATE OF INSURANCE
CERTIFICATE OF INSURANCE
TO: CITY OF LUBBOCK DATE: 1/15/04
P.O. BOX 2000
LUBBOCK, TX 79457 TYPE OF PROJECT: Job #320032
2004 Primary Streets Maintenance Program
THIS IS TO CERTIFY THAT Granite Construction Company (Name and Address of Insured) is, at '
the date of this certificate, insured by this Company with respect to the business operations hereinafter described, for the
typed of insurance and In accordance with the provisions of the standard policies used by this company, the further
hereinafter described. Exceptions to standard policy noted hereon.
TYPE OF INSURANCE
POLICY NUMBER
EFFECTIVE
EFFECTIVE
LIMITS
DATE
DATE
GENERAL LIABILITY
XX CommerclalGeneral Wblllty
O Claims MadeXX
GL 2 4921
10/1/03
10/1/06
General Aggregate S 0 0
Occurrence
8916
ProduUs Complop AGG
Personal & Adv. Injury S
0 Owners & Contractors Protectiv
XK Contractual Liab Per
ISO Form CG
01 (10/01
Each Occurrence.i
Fire Damage (Anyone Fi re)2,-000,000
$ s
$ JndPnPndPnt Contract
rs Per ISO Fo=
CG 0001
(10/01)
Mod Exp (Any one Person) Nil
AUTOMOTIVE LIABILITY
XK Any Auto
0 All Owned Autos
BIIA2 4921
10/1/03
10/1/06
Combined Single Limit $2.000,000
0 Scheduled Autos
8947
Bodily Injury (Per Person) S
Bodily Injury (Per Accident)
S
X Hired Autos
X$ Non -Owned Autos
Property Damage S
RK Contractual Liab Pe
ISO Form CA
001 (10/0
)
GARAGE LIABILITY
u Any Auto
Auto Only • Each Accident S
Other than Auto Only:
Each Accident S
Aggregate S
0 BUILDERS RISK
0 100% of the Total Contract Price$
❑ lNSTALLATiONFLOATER
S
EXCESS LIABILITY
O Umbrella Form
Each Occurrence $
❑ Other Than Umbrella Form
Aggregate _
S
WORKERS COMPENSATION AND
EMPLOYERS'LIABILITY
The Proprietor/ 0 Included
WC 2 4921
7/1/03
7/1/06
Partners/ExecuUve 0 Excluded
Officers are:
• 8267
Statutory Limits
Each Accident $2.000.000
Disease Policy Limit $ 2,000,OM
Disease -Each Employee $ 2 , nnn, nnn
OTHER
canceled by the insurerinlle s then the legal of time requi ed after the insuredhasreceivedt V II ten not ce of suchgchange or
cancellation, or in case there is no legal requirement, in less than five days in advance of cancellation.
FIVE COPIES OF THE CERTIFICATE OF INSURANCE
MUST BE SENT TO THE CITY OF LUBBOCK ame n u 0 M rry u son
By:
enn s arney
Title: Partner
The Insurance Certificates Furnished shall name the City of Lubbock as an Additional Insured on General Liability
and Automobile Liability and provide a Waiver of Subrogation in favor of the City of Lubbock,
1
CNA
FerAU the Commitmenta Yoe HaW
Policy Number: GL 2 4921 89 16 Valley Forge Insurance Company
Named Insured: Granite Construction Company
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
ADDITIONAL INSURED
-1 This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART.
SCHEDULE
Additional Insured:
City of Lubbock
Covered Operations:
Job #320032 2004 Primary Streets Maintenance Program
WHO IS AN INSURED (Section II) is amended to include as an insured the person or
organization shown in the above in the Schedule, (hereinafter called "Additional
Insured"), but only with respect to liability arising out of operations performed for the
Additional Insured by the Named Insured and subject to coverage afforded by the
standard Commercial General Liability Coverage Form #CG0001 (10101)
IT IS AGREED THAT THIS INSURANCE SHALL OPERATE AS PRIMARY INSURANCE AND NO OTHER INSURANCE SHALL BE
CALLED ON TO CONTRIBUTE TO A LOSS HEREUNDER
THE COMPANY WAI ANY RIGHT OF SUBROGATION AGAINST THE ABOVE -SCHEDULED ADDITIONAL INSURED FOR WORK
PERFORMED BY GRANITE CONSTRUCTION COMPANY.
THIS INSURANCE POLICY WILL NOT BE CANCELLED, LIMITED, NON RENEWED, OR COVERAGE REDUCED UNTIL THIRTY (30)
DAY,a AFTER RECEIPT BY THE ADDITIONAL INSURED NAMED ABOVE OF A WRITTEN NOTICE OF SUCH CANCELLATION,
REDUCTION OF COVERAGE OR NON RENEWAL. IN THE EVENT OF CANCELLATION FOR NON-PAYMENT OF PREMIUM, TEN (10)
DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN.
MCSHERRY & HUDSON
BY au 0_,t�
Au rized Representative
DATE: 01 /15/04
CHA
Pbr Au the Commkmeate You )Nam+
Policy Number: BUA 2 4921 89 47 Valley Forge Insurance Company
Named Insured: Granite Construction Company
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
ADDITIONAL INSURED - COMMERCIAL AUTO POLICY
This endorsement adds the following "Additional Insured" solely as respects vehicles
owned or used by Granite Construction Company
Additional Insured:
City of Lubbock
Covered Operations:
Job #320032 2004 Primary Streets Maintenance Program
IT IS AGREED THAT THIS INSURANCE SHALL OPERATE AS PRIMARY INSURANCE AND NO OTHER INSURANCE SHALL BE
CALLED ON TO CONTRIBUTE TO A LOSS HEREUNDER
THE COMPANY WAIVES •ANY RIGHT OF SUBROGATION AGAINST THE ABOVE -SCHEDULED ADDITIONAL INSURED FOR
WORK PERFORMED BY GRANITE CONSTRUCTION COMPANY.
THIS INSURANCE POLICY WILL NOT BE CANCELLED, LIMITED, NON RENEWED, OR COVERAGE REDUCED UNTIL THIRTY
(30) DAYS AFTER RECEIPT BY THE ADDITIONAL INSURED NAMED ABOVE OF A WRITTEN NOTICE OF SUCH
CANCELLATION, REDUCTION OF COVERAGE OR NON RENEWAL. IN THE EVENT OF CANCELLATION FOR NON-PAYMENT
OF PREMIUM, TEN (10) DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN.
McSheny Hudson
1
Authorized Representative
Date: 01 /15/04
No Text
CONTRACTOR CHECKLIST
A CONTRACTOR SHALL:
(1) provide coverage for its employees providing services on a project, for the duration of the project based on
proper reporting of classification codes and payroll amounts and filling of any coverage agreements;
(2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity
prior to beginning work on the project;
(3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the contractor's current certificate of
coverage ends during the duration of the project;
(4) obtain from each person providing services on a project, and provide to the governmental entity:
(A) a certificate of coverage, prior to that person beginning work on the project, so the governmental
entity will have on file certificates of coverage showing coverage for all persons providing
services on the project; and
(B) no later than seven days after receipt by the contractor, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter;
(6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the
contractor knew or should have known, of any change that materially affects the provision of coverage of
any person providing services on the project;
(7) post a notice on each project site informing all persons providing services on the project that they are
required to be covered, and stating how a person may verify current coverage and report failure to provide
coverage. This notice does not satisfy other posting requirements imposed by the Act or other
commission rules. This notice must be printed in at least 19-point normal type, and shall be in both
English and Spanish and any other language common to the worker population. The text for the notices
shall be the following text provided by the commission on the sample notice, without any additional words
or changes:
PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF
INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS AN
ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK, OR
- IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT
THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE
f CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE
DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR.
REQUIRED WORKERS' COMPENSATION COVERAGE
'The law requires that each person working on this site or providing services related to this construction project must (see
reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering
equipment and materials, or providing labor or transportation or other service related to the project, regardless of the
identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at (512)440- 3789 to receive information on the
legal requirement for coverage, to verify whether your employer has provided the required coverage, or to
report an employer's failure to provide coverage." and
_r (8) contractually require each person with whom it contracts to provide services on a project, to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts and filing
of any coverage agreements for all of its employees providing services on the project, for the
duration of the project;
(B) provide a certificate of coverage to the contractor prior to that person beginning work on the
project;
(C) include in all contracts to provide services on the project the language in subsection (e) (3) of this
rule;
(D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(E) obtain from each other person with whom it contracts, and provide to the contractor:
(i) a certificate of coverage, prior to the other person beginning work on the project; and
(ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period, if the coverage period shown on the current certificate of coverage ends during
the duration of the project;
(F) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter;
(G) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 10 days
after the person knew or should have known, of any change that materially affects the provision of
coverage of any person providing services on the project; and
(H) contractually require each other person with whom it contracts, to perform as required by
paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they
are providing services.0
3
CONTRACT
CONTRACT
STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered into this 8th day of January, 2004 by and between the City of Lubbock,
County of Lubbock, State of Texas, acting by and through the Mayor, City of Lubbock, thereunto authorized to do so,
hereinafter referred to as OWNER, and Granite Construction Company of the City of Watsonville, County of Santa
Cruz and the State of Texas hereinafter termed CONTRACTOR.
W ITNESSETH: That for and inconsideration of the payments and agreements hereinafter mentioned, to be made and
performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the
CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements
described as follows:
BID #216-03/RS - 2004 PRIMARY STREETS MAINTENANCE PROGRAM - $794,292.50
and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own
proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance
and other accessories and services necessary to complete the said construction in accordance with the contract
documents as defined in the General Condition of Agreement.
The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have
been given to him and to substantially complete same within the time specified in the contract documents.
The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with
the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make
payment on account thereof as provided therein.
IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County,
Texas in the year and day first above written.
CITY OF L B , T�S (OWNER): CONTRACTOR:
City §ecretary
-� APP VE S TO CONTENT:
r
Owner's RepresenAtive
APPROVED AS TO ORM:
Ci orne
GRAKITE CONSTRUCTION COMPANY
By:J�'Y�-
PRINTED NAME: Mark E. Boitano
TITLE: Executive Vice President
COMPLETE ADDRESS:
Granite Construction Company
P.O. Box 50085
Watsonville, CA 95077-5085
ATTES
y�
Corpo to Secrets Michael Futch, Secretary
GENERAL CONDITIONS OF THE AGREEMENT
GENERAL CONDITIONS OF THE AGREEMENT
1. OWNER
Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of
Lubbock, Texas.
CONTRACTOR
Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co-
partnership or corporation, to wit GRANITE CONSTRUCTION COMPANY who has agreed to perform the work
embraced in this contract, or their legal representative.
3. OWNER'S REPRESENTATIVE
Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as
referring to, City of Lubbock, or its representative DON JENNINGS STREET SUPERINTENDENT, so designated
who will inspect constructions; or to such other representatives, supervisors, architects, engineers, or inspectors
as may be authorized by said Owner to act in any particular under this agreement. Engineers, supervisors or
inspectors will act for the Owner under the direction of Owner's Representative, but shall not directly supervise the
Contractor or persons acting on behalf of the Contractor.
4. CONTRACT DOCUMENTS
The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed
Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the
Agreement (if any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder
for inspection in accordance with the Notice to Bidders. The above described materials are sometimes referred to
herein as the "contract" or "contract documents".
5. INTERPRETATION OF PHRASES
Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or
words of like import are used, it shall be understood that the direction, requirement, permission, order, designation
or prescription of the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable,"
"Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the Owner's
Representative.
6. SUBCONTRACTOR
The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for
performance of work on the project contemplated by these contract documents. Owner shall have no
responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated
by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due
Subcontractor.
7. WRITTEN NOTICE
-y Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of
the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last
business address known to the party who gives the notice.
8. CONTRACTOR'S RESPONSIBILITIES
Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery,
equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other
facilities necessary for the execution and completion of the work covered by the contract documents. Unless
1
otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality.
The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or
work described in words which so applied have well known, technical or trade meaning shall be held to refer such
recognized standards.
All work shall be done and all materials furnished in strict conformity with the contract documents.
9. SUBSTANTIALLY COMPLETED
The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents
has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still
may require minor miscellaneous work and adjustment.
10. LAYOUT
Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall
accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will
check the Contractor's layout of all major structures and any other layout work done by the Contractor at
Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all
work in accordance with the Plans and Specifications.
11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and
Contractor shall keep one copy of same consistently accessible on the job site.
12. RIGHT OF ENTRY
The Owner's Representative may make periodic visits to the site to observe the progress or quality of the
executed work and to determine, in general, if the work is proceeding in accordance with the contract documents.
Owner's Representative will not be required to make exhaustive or continuous onsite inspections to check the
quality or quantity of the work, nor will Owner's Representative be responsible for the construction means,
methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the
Owner's Representative's rights of entry hereunder, the Owner's Representative will not be responsible for the
Contractor's failure to perform the work in accordance with the Contract Documents.
13. LINES AND GRADES
All lines and grades shall be furnished by the Owner's Representative whenever Owner's Representative deems
said lines and grades are necessary for the commencement of the work contemplated by these contract
documents or the completion of the work contemplated by these contract documents. Whenever necessary,
Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but
such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore.
The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades
will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless
destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be
replaced by the Owner's Representative at Contractor's expense.
14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY
Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's
Representative has the authority to review all work included herein. The Owner's Representative has the authority
to stop the work whenever such stoppage may be necessary to ensure the proper execution of the contract. The
Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work
which are to be paid for under the contract documents, and shall determine all questions in relation to said work
and the construction thereof, and shall, in all cases, decide every question which may arise relative to the
execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be
conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15)
2
calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection
by Contractor, as provided herein, any and all objection or objections shall be deemed waived.
15. SUPERINTENDENCE AND INSPECTION
It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from
time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may
deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said
material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall
furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the
proper inspection and examination of the work. The Contractor shall regard and obey the directions and
instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and
instructions are consistent with the obligations of this Agreement and accompanying plans and specifications
provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or
inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's
Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any
and all objection or objections shall be deemed waived.
-J 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE
The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall
keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory
to Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions
given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate
supervision by competent and reasonable representatives of the Contractor is essential to the proper performance
of the work and lack of such supervision shall be grounds for suspending operations of the Contractor.
The work, from its commencement to completion, shall be under the exclusive charge and control of the
Contractor and all risk in connection therewith shall be borne by the Contractor.
The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any
subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work.
17. CONTRACTOR'S UNDERSTANDING
It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and
location of the work, the confirmation of the ground, the character, quality and quantity of materials to be
f encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the
work, and the general and local conditions, and all other matters which in any way affect the work under the
contract documents. No oral agreement or conversation with any officer, agent, or employee of the Owner, or
Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms
or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all
modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's
Representative and Contractor.
Unless otherwise specified herein, all loss, expense or damage to Contractor arising out of the nature of the work
--' to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the
work, shall be sustained and borne by the Contractor at its own cost and expense.
J 18. CHARACTER OF WORKERS
-, The Contractor agrees to employ only orderly and competent workers, skillful in the performance in the type of
work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall
inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinion,
incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such man or
men shall be discharged from the work and shall not again be employed on the work without the Owner's
Li Representative's written consent.
i_
19. CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and
completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is
also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of
any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted.
The building of structures for the housing of men or equipment will be permitted only at such places as the
Owner's Representative shall consent or direct, and the sanitary conditions of the grounds in or about such
structure shall at all times be maintained in a manner satisfactory to the Owner's Representative.
20. SANITATION
Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public
observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be
approved by the Owner's Representative and their use shall be strictly enforced.
21. OBSERVATION AND TESTING
The Owner or Owner's Representative shall have the right at all times to observe and test the work. Contractor
shall make necessary arrangements and provide proper facilities and access for such observation and testing at
any location wherever such work is in preparation or progress. Contractor shall ascertain the scope of any
observation that may be contemplated by Owner or Owner's Representative and shall give ample notice as to the
time each part of the work will be ready for such observation. Owner or Owner's Representative may reject any
such work found to be defective or not in accordance with the contract documents, regardless of the stage of its
completion or the time or place of discovery of such errors and regardless of whether Owner's Representative has
previously accepted the work through oversight or otherwise. If any such work should be covered without approval
or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination
at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location
where it is not convenient for Owner or Owner's Representative to make observations of such work or require
testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish
Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to
perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests
will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other
applicable organization as may be required by law or the contract documents.
If any such work which is required to be inspected, tested, or approved is covered up without written approval or
consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative,
be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and
approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the
requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such
tests or approvals but does not meet the requirements of the contract documents shall be considered defective,
and shall be corrected at the Contractor's expense.
Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by
Owner, Owner's Representative, or other persons authorized under the contract documents to make such
inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance
with the requirements of the contract documents.
22. DEFECTS AND THEIR REMEDIES
It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in ,
the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not
in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written
noticethereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy
such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial
action contemplated as hereinabove set forth shall be at Contractor's expense. i
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23. CHANGES AND ALTERATIONS
The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit,
in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either
before or after the beginning of the construction, without affecting the validity of this contract and the
accompanying bond.
If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a
claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of
work, and the increased work can fairly be classified under the specifications, such increase shall be paid
according to the quantity actually done and at the unit price established for such work under this contract;
- otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make
such changes or alterations as shall make useless any work already done or material already furnished or used in
said work, then the Owner shall recompense the Contractor for any material or labor so used, and for actual
expenses incurred in preparation for the work as originally planned.
24. EXTRA WORK
The term "extra work" as used in this contract shall be understood to mean and include all work that may be
required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change,
alteration or addition to the work as shown on the plans and specifications or contract documents and not covered
by Contractor's bid, except as provided under Changes and Alterations herein.
It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative
when presented with a written work order signed by the Owner's Representative; subject, however, to the right of
- the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the
compensation to be paid to the Contractor for performing said extra work shall be determined by the following
methods:
Method (A) - By agreed unit prices; or
Method (B) - By agreed lump sum; or
Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced,
then the Contractor shall be paid the lesser of the following: (1) actual field cost of the
extra work, plus fifteen (15%) percent; or (2) the amount that would have been charged by
a reasonable and prudent Contractor as a reasonable and necessary cost for
performance of the extra work.
In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph
shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen,
` timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for
the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred,
together with all expenses incurred directly on account of such extra work, including Social Security, Old Age
Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all other
insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by
them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be
kept and records of these accounts shall be made available to the Owner's Representative. The Owner's
Representative may also specify in writing, before the work commences, the method of doing the work and the
type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the
Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be
_j determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership
Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for
r the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent
(15%) of the actual field cost to be paid to Contractor shall cover and compensate Contractor for its profit,
`- overhead, general superintendence and field office expense, and all other elements of cost and expense not
embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office
' must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall
_, be included in the "actual field cost."
No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case
any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive
compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra
work, make written request to the Owner's Representative for a written order authorizing such extra work. Should
a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and
the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making
written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as
provided under Method (C)(1). If Contractor does not notify Owner's Representative before the commencement of
any extra work, any claim for payment due to alleged extra work shall be deemed waived.
25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of the contract documents that all work described in the bid, the
specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that
such price shall include all appurtenances necessary to complete the work in accordance with the intent of these
contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in
these plans, specifications, or contract documents, shall be given to the Owners' Representative and a
clarification obtained before the bids are received, and if no such notice is received by the Owner's
Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands
the work to be included and has provided sufficient sums in its bid to complete the work in accordance
with these plans and specifications. If Contractor does not notify Owner's Representative before bidding
of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and
specifications are sufficient and adequate for completion of the project. It is further agreed that any
request for clarification must be submitted no later than five (5) calendar days prior to the opening of
bids.
26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT
If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of
work with the rate of progress required under this contract, the Owner or Owner's Representative may order the
Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall
comply with such order.
If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the
Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give
reasonable assurance of compliance with the schedule of progress.
27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY
The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an
insurance company licensed to transact business in the State of Texas, which policy shall comply with the
Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable
precaution for the safety of employees and others on or near the work and shall comply with all applicable
provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment
and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in
Construction" of Associated General Contractors of America, except where incompatible with federal, state or
municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold
harmless the Owner and all of its officers, agents and employees against any all losses, costs, damages,
expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or
contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection
with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any
manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject
matter of this contract.
The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an
Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given
by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses,
are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to
supervise safety precautions by either the Contractor or any of its subcontractors.
28. CONTRACTOR'S INSURANCE
The Contractor shall not commence work under this contract until he has obtained all insurance as required in the
General Conditions of the contract documents, from an underwriter authorized to do business in the State of
Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of
cancellation or any material change will be provided ten (10) calendar days in advance of cancellation or change.
All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and
its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self-insurance,
rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of
payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in
conformity with the provisions hereof shall establish such waiver.
The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance
protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such
insurance shall be carried with an insurance company authorized to transact business in the State of Texas and
shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor,
or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance
specifying each and all coverages shall be submitted prior to contract execution.
PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A
CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF
LUBBOCK AS AN ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE
CITY OF LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A
STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR
PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS
COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR.
A. General Liability Insurance (Additional Insured and Waiver of Subrogation required)
The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000.00
Combined Single Limit in the aggregate and per occurrence to include:
Premises and Operations
Explosion & Collapse Hazard
Underground Damage Hazard
Products & Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury
Advertising Injury
B. Owner's and Contractor's Protective Liability Insurance.
For bodily injuries, including accidental death and or property damage, $0 Combined Single Limit. This
policy shall be submitted prior to contract execution.
C. Comprehensive Automobile Liability Insurance (Additional Insured and Waiver of Subrogation Required)
The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than;
;
_ Bodily Injury/Property Damage, $1,000,000.00 Combined Single Limit,
to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and
Non -owned Vehicles. The City is to be named as an additional insured on this policy for this specific job
and copy of the endorsement doing so is to be attached to the Certificate of Insurance.
D. Builder's Risk Insurance/installation Floater Insurance.
The Contractor shall obtain a Builder's Risk policy in the amount of 0% of the total contract price (100% of
potential loss) naming the City of Lubbock as insured.
E. Umbrella Liability Insurance (Additional Insured and Waiver of Subrogation required)
The Contractor shall have Umbrella Liability Insurance in the amount of won all contracts with coverage
to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages.
F. Worker's Compensation and Employers Liability Insurance (Waiver of Subrogation required)
Worker's Compensation Insurance covering all employees whether employed by the Contractor or any
Subcontractor on the job with Employers Liability of at least $500,000.00.
Definitions:
Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority
to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-
83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's
or entity's employees providing services on a project, for the duration of the project.
Duration of the project - includes the time from the beginning of the work on the project until the
Contractor's/person's work on the project has been completed and accepted by the governmental
entity.
Persons providing services on the project ("subcontractor" in Section 0406.096, Texas Labor
Code) - includes all persons or entities performing all or part of the services the Contractor has
undertaken to perform on the project, regardless of whether that person contracted directly with
the Contractor and regardless of whether that person has employees. This includes, without
limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -
operators, employees of any such entity, or employees of any entity which furnishes persons to
provide services on the project. "Services" include, without limitation, providing, hauling, or
delivering equipment or materials, or providing labor, transportation, or other service related to a
project. "Services" does not include activities unrelated to the project, such as food/beverage
vendors, office supply deliveries, and delivery of portable toilets.
The Contractor shall provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory requirements of
Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on
the project, for the duration of the project.
3. The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract.
4. If the coverage period shown on the Contractor's current certificate of coverage ends during the
duration of the project, the Contractor must, prior to the end of the coverage period, file a new
certificate of coverage with the governmental entity showing that coverage has been extended.
5. The Contractor shall obtain from each person providing services on the project, and provide to the
governmental entity:-
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(a) a certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(b) no later than seven days after receipt by the Contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project.
6 The Contractor shall retain all required certificates of coverage for the duration of the project and
for one year thereafter.
7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery,
within 10 days after the Contractor knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project.
8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by
the Texas Workers' Compensation Commission, informing all persons providing services on the
project that they are required to be covered, and stating how a person may verify coverage and
report lack of coverage.
9. The Contractor shall contractually require each person with whom it contracts to provide services
on the project, to:
(a) provide coverage, based on proper reporting of classification codes and payroll amounts
and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code, Section 401.011(44) for all of its employees providing services on the
project, for the duration of the project;
(b) provide to the Contractor, prior to that person beginning work on the project, a certificate
of coverage showing that coverage is being provided for all employees of the person
providing services on the project, for the duration of the project;
(c) provide the Contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
(d) obtain from each other person with whom it contracts, and provide to the Contractor:
(1) a certificate of coverage, prior to the other person beginning work on the project;
and
(2) a new certificate of coverage showing extension of coverage, prior to the end of
the coverage period, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(e) retain all required certificates of coverage on file for the duration of the project and for one
year thereafter;
(f) notify the governmental entity in writing by certified mail or personal delivery, within 10
days after the person knew or should have known, of any change that materially affects
the provision of coverage of any person providing services on the project; and
(g) contractually require each person with whom it contracts to perform as required by
paragraphs (a) - (g), with the certificates of coverage to be provided to the person for
whom they are providing services.
L- 10. By signing this contract or providing or causing to be provided a certificate of coverage, the
Contractor is representing to the governmental entity that all employees of the Contractor who will
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provide services on the project will be covered by worker's compensation coverage for the
duration of the project, that the coverage will be based on proper reporting of classification codes
and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance
carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance
Regulation. Providing false or misleading information may subject the Contractor to
administrative penalties, criminal penalties, civil penalties, or other civil actions.
11. The Contractor's failure to comply with any of these provisions is a breach of contract by the
Contractor which entitles the governmental entity to declare the contract void if the Contractor
does not remedy the breach within ten days after receipt of notice of breach from the
governmental entity.
G. Proof of Coverage
Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner
for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence
of compliance with the above insurance requirements, signed by an authorized representative of the
insurance company setting forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in force thereunder on the date borne by
such certificate.
(4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by
such certificate.
(5) A provision that the policy may be canceled only by mailing written notice to the named insured at
the address shown in the bid specifications.
(6) A provision that written notice shall be given to the City ten days prior to any change in or
cancellation of the policies shown on the certificate.
(7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job
specifications. No substitute of nor amendment thereto will be acceptable.
(8) If policy limits are paid, new policy must be secured for new coverage to complete project.
(9) A Contractor shall:
(a) provide coverage for its employees providing services on a project, for the duration of the_.
project based on proper reporting of classification codes and payroll amounts and filling of
any coverage agreements;
(b) provide a certificate of coverage showing workers' compensation coverage to the
governmental entity prior to beginning work on the project;
(c) provide the governmental entity, prior to the end of the coverage period, a new certificate '
of coverage showing extension of coverage, if the coverage period shown on the
Contractor's current certificate of coverage ends during the duration of the project;
(d) obtain from each person providing services on a project, and provide to the governmental
entity:
(i) a certificate of coverage, prior to that person beginning work on the project, so
the governmental entity will have on file certificates of coverage showing
coverage for all persons providing services on the project; and
(ii) no later than seven days after receipt by the Contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
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(e) retain all required certificates of coverage on file for the duration of the project and for one
year thereafter;
(f) notify the governmental entity in writing by certified mail or personal delivery, within 10
days after the Contractor knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project;
(g) post a notice on each project site informing all persons providing services on the project
that they are required to be covered, and stating how a person may verify current
coverage and report failure to provide coverage. This notice does not satisfy other
posting requirements imposed by the Texas Worker's Compensation Act or other
commission rules. This notice must be printed with a title in at least 30 point bold type
and text in at least 19 point normal type, and shall be in both English and Spanish and any
other language common to the worker population. The text for the notices shall be the
following text provided by the commission on the sample notice, without any additional
words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services
related to this construction project must be covered by workers' compensation
insurance. This includes persons providing, hauling, or delivering equipment or
materials, or providing labor or transportation or other service related to the
project, regardless of the identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at 5121440-3789 to receive
- information of the legal requirements for coverage, to verify whether your
employer has provided the required coverage, or to report an employer's failure to
provide coverage;" and
(h) contractually require each person with whom it contracts to provide services on a project,
to:
(i) provide coverage based on proper reporting of classification codes and payroll
amounts and filing of any coverage agreements for all of its employees providing
services on the project, for the duration of the project;
(ii) provide a certificate of coverage to the Contractor prior to that person beginning
work on the project;
(iii) include in all contracts to provide services on the project the following language:
"By signing this contract or providing or causing to be
provided a certificate of coverage, the person signing this
contract is representing to the governmental entity that all
employees of the person signing this contract who will
provide services on the project will be covered by workers'
compensation coverage for the duration of the project, that
the coverage will be based on proper reprinting of
classification codes and payroll amounts, and that all
coverage agreements will be filed with the appropriate
insurance carrier or, in the case of a self -insured, with the
commission's Division of Self -Insurance Regulation.
Providing false or misleading information may subject the
Contractor to administrative penalties, criminal penalties,
civil penalties, or other civil actions.";
(iv) provide the Contractor, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
i_
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(v) obtain from each other person with whom it contracts, and provide to the
Contractor:
(1) a certificate of coverage, prior to the other person beginning work on the
project; and
(2) prior to the end of the coverage period, a new certificate of coverage
showing extension of the coverage period, if the coverage period shown
on the current certificate of coverage ends during the duration of the
project;
(vi) retain all required certificates of coverage on file for the duration of the project
and for one year thereafter;
(vii) notify the governmental entity in writing by certified mail or personal delivery,
within 10 days after the person knew or should have known, of any change that
materially affects the provision of coverage of any person providing services on
the project; and
(viii) contractually require each other person with whom it contracts, to perform as
required by paragraphs (i)-(viii), with the certificate of coverage to be provided to
the person for whom they are providing services.
29. DISABLED EMPLOYEES
Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of -
1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such
individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee
compensation, job training, and other terms, conditions, and privileges of employment.
30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS, LABORERS, MATERIALMEN, AND FURNISHERS
OF MACHINERY EQUIPMENT AND SUPPLIES
Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the
Contractor agrees that it will indemnify and save the Owner and all of its officers, agents and employees, harmless -
against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in any way,
manner or form, the demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of
machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract
and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall furnish
satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or
waived.
31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION
The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material
or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof.
Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the
Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and
save the Owner, and all of its officers, agents and employees harmless from any loss on account thereof, except
that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular
design, device, material or process or the product of a particular manufacturer or manufacturers is specified or
required in these contract documents by Owner; provided, however, if choice of alternate design, device, material
or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its officers,
agents and employees harmless from any loss on account thereof. Notwithstanding anything herein to the
contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the
Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's
Representative prior to bidding.
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32. LAWS AND ORDINANCES
The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and
regulations, which in any manner affect the contract or the work, and without limiting, in any way, manner or form,
the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall indemnify and save harmless the
Owner, and all of its officers, agents, and employees against any claims arising from the violation of any such
laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors. If the Contractor
observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in
writing prior to bidding and any necessary changes shall be adjusted as provided in the contract for changes in the
work. In the absence of timely written notification to Owner's Representative of such variance or variances within
said time, any objection and/or assertion that the plans and specifications are at variance with any federal, state or
local laws, ordinances or regulations shall be deemed waived. If the Contractor, its employees or subcontractors
perform any work contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's
Representative, Contractor shall bear all costs arising therefrom.
The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as
the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may
enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as
though embodied herein.
33. SUBCONTRACTING
The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this
contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required
in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as
provided by the contract documents.
34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES
It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of
beginning and time for completion as specified in the contract documents, of work to be done hereunder are
essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in
this contract shall be commenced as provided in the contract documents.
If the Contractor should neglect, fail, or refuse to substantially complete the work within the time herein specified,
then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner
may withhold permanently from Contractor's total compensation, the sum of $500 (FIVE HUNDRED) PER DAY,
not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every
working day that the Contractor shall be in default after the time stipulated for substantially completing the work.
It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial
completion of the work described herein is reasonable time for the completion of the same, taking into
consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality.
The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages
the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount
agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and
is expressly agreed to be not disproportionate to actual damages as measured at time of breach.
IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS
OF THE ESSENCE OF THIS CONTRACT.
35. TIME AND ORDER OF COMPLETION
It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall
be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as
shall be most conductive to economy of construction; provided, however, that the order and time of prosecution
shall be such that the work shall be substantially completed as a whole and in part, in accordance with this
contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that
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when the Owner is having other work done, either by contract or by its own force, the Owner's Representative may
direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the
construction of the various works being done for the Owner shall be harmonized.
The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative,
schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the
Contractor will start the several parts of the work and estimated dates of completion of the several parts.
36. TIME OF PERFORMANCE
The Contractor agrees that it has submitted its bid in full recognition of the time required for the completion of this
project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and
has considered the liquidated damage provisions of paragraph 34 hereinabove set forth and expressly agrees that
it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been
delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors
employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public
enemy, fire or flood. Any request for extension shall be in writing with the written request for same setting forth all
justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days
of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the
extension no later than twenty (20) calendar days of written submission by Contractor shall be deemed a denial,
and final. Further, in the absence of timely written notification of such delay and request for extension, as provided
herein, any request for extension by Contractor shall be deemed waived.
37. HINDRANCE AND DELAYS
In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein
fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such
work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in
securing material or workmen, or any other cause or occurrence. No charge shall be made by the Contractor for
hindrance or delays from any cause during the progress of any part of the work embraced in this contract except
where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in
which event, such expense as in the sole judgment of the Owner's Representative that is caused by such
stoppage shall be paid by Owner to Contractor.
38. QUANTITIES AND MEASUREMENTS
No extra or customary measurements of any kind will be allowed, but the actual measured or computed length,
area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the
event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the
specifications, plans and other contract documents are intended to show clearly all work to be done and material
to be furnished hereunder. Where the estimated quantities are shown, and only when same are expressly stated
to be estimates, for the various classes of work to be done and material to be furnished under this contract, they
are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing
their bids offered for the work. In the event the amount of work to be done and materials to be furnished are
expressly stated to be estimated, and only when same are expressly stated to be estimated, it is understood and
agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ
somewhat from these estimates, and that where the basis for payment under this contract is the unit price method,
payment shall be for the actual amount of work done and materials furnished on the project.
39. PROTECTION OF ADJOINING PROPERTY
The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way
encountered, which may be injured or seriously affected by any process of construction to be undertaken under
this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be
liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without
limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the
Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and employees,
14
against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising
from or growing out of the performance of this contract.
40. PRICE FOR WORK
In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by
the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the
specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the
bid proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to
receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all
expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner
and according to this agreement, the attached specifications, plans, contract documents and requirements of
Owner's Representative.
41. PAYMENTS
- No payments made or certificates given shall be considered as conclusive evidence of the performance of the
contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective
work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's
Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection
with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there
are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by
Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's
agents and employees, which have not theretofore been timely filed as provided in this contract.
42. PARTIAL PAYMENTS
On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application
for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall
determine the amount to be partially paid. Owner's Representative shall review said application for partial
payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall
prepare a certificate for partial payment showing as completely as practical the total value of the work done by the
Contractor up to and including the last day of the preceding month. The determination of the partial payment by
the Owner's Representative shall be in accordance with Paragraph 14 hereof.
The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the
Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be
,- retained until final payment, and further, less all previous payments and all further sums that may be retained by
Owner under the terms of the contract documents.
Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to
enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work
performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said
partial payment is attributable.
43. SUBSTANTIAL COMPLETION
Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31)
working days after the Contractor has given the Owner's Representative written notice that the work has been
substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time,
if the work be found to be substantially completed in accordance with the contract documents, the Owner's
Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding
the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete
the work within the time provided in this contract.
15
44. FINAL COMPLETION AND PAYMENT
The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final
completion, the Owner's Representative shall proceed to make final measurement to determine whether final
completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's
Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion,
Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final
completion, the balance due Contractor under the terms of this agreement. Neither the certification of final
completion nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the
obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or
warranties implied by law or otherwise.
45. CORRECTION OF WORK
Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative
on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and
Contractor shall at its own expense promptly replace such condemned materials with other materials conforming
to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of
other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any
such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative,
Owner may remove and replace it at Contractor's expense.
Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the
contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and
Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which
shall appear within a period of one (1) year from the date of certification of final completion by Owner's
Representative.
46. PAYMENT WITHHELD
The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify
the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of:
(a) Defective work not remedied and/or work not performed.
(b) Claims filed or reasonable evidence indicating possible filing of claims.
(c) Damage to another contractor.
When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the
amount withheld, payment shall be made for amounts withheld because of them.
47. CLAIM OR DISPUTE
It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor
shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's
Representative has given any direction, order or instruction to which the Contractor desires to take exception.
Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner
shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right
under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by
Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative,
said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the
Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the
acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and
constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's
Representative, by Contractor.
16
48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR
-- In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after
written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the
written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety
on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be
delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no
further notice of such non-compliance to Contractor shall be required.
- After receiving said notice of abandonment or non-compliance , the Contractor shall not remove from the work any
machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and
- equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the
Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or
credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for
under paragraph 24 of this contract); it being understood that the use of such equipment and materials will
ultimately reduce the cost to complete the work and be reflected in the final settlement.
In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice
hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with
diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract
documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or
otherwise, including, but not limited to, providing for completion of the work in either of the following elective
manners:
(a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and
supplies as said Owner may deem necessary to complete the work and charge the expense of such labor,
machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall
be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time
become due to the Contractor under and by virtue of this Agreement. In case such expense is less than
the sum which would have been payable under this contract, if the same had been completed by the
Contractor, then said Contractor shall receive the difference. In case such expense is greater than the
sum which would have been payable under this contract, if the same had been completed by said
Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or
(b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper
having a general circulation in the County of location of the work, may let the contract for the completion of
the work under substantially the same terms and conditions which are provided in this contract. In case of
any increase in cost to the Owner under the new contract as compared to what would have been the cost
under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain
bound therefore. Should the cost to complete any such new contract prove to be less than that which
would have been the cost to complete the work under this contract, the Contractor or his Surety shall be
credited therewith.
In the event the Owner's Representative elects to complete the work, as described above, when the work shall
have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as
provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract
accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to
Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be,
shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion.
In the event the statement of accounts shows that the cost to complete the work is less than that which would
have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract,
I or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the
Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over
to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price,
and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated
hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work,
notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and
17
i
his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual
written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such
property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty of the
Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said
notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived
from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either public
or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery,
equipment, tools, materials, or supplies that remain on the jobsite and belong to persons other than the Contractor
or his Surety, if applicable, to their proper owners.
The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted
by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this
paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its
exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies
available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in
paragraph 34, hereinabove set forth.
49. LIMITATION ON CONTRACTOR'S REMEDY
The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually
performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be
liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the
project which is the subject matter of this contract.
50. BONDS
The Contractor is required to furnish a performance bond in accordance with Chapter 2253, Government Code, in
the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the
Contractor is required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the
amount of 100% of the total contract price in the event that said contract price exceeds $25,000. All bonds shall
be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do
business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so
furnished.
51. SPECIAL CONDITIONS
In the event special conditions are contained herein as part of the contract documents and said special conditions
conflict with any of the general conditions contained in this contract, then in such event the special conditions shall
control. I
52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES
Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the
work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual
obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the
prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense.
53. INDEPENDENT CONTRACTOR
Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to I
direct, supervise, and control its own employees and to determine the method of the performance of the work
covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's
work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and
vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or
effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's
Representative or to the Contractor's own employees or to any other person, firm, or corporation.
18
e_
54. CLEANING UP
The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at
the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus
materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition.
In case of dispute Owner may remove the debris and charge the cost to the Contractor.
55. HAZARDOUS SUBSTANCES AND ASBESTOS
Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response,
Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same
may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in
any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the
Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the
City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a
Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in
the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project
or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts
and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least
twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and
provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If
the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5)
days of the receipt of said request, said request shall be deemed to be denied.
In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for
ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper
performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage,
disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or
asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective
gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum
products or byproducts and/or asbestos.
19
CURRENT WAGE DETERMINATIONS
RE: RESOLUTION NO.2002-R0483, NOVEMBER 14, 2002
Craft
Acoustical Ceiling Installer
Air Conditioner Installer
Air Conditioner Installer -Helper
Asbestos Worker
- Asbestos Supervisor
Bricklayer
Bricklayer -Helper
Carpenter
Carpenter -Helper
Cement Finisher
Drywall Hanger
Electrician
Electrician -Helper
Equipment Operator -Heavy
Equipment Operator -Light
Fire Sprinkler Fitter -Journey
Fire Sprinkler Fitter -Apprentice
Floor Installer
Glazier
Insulator-Piping/Boiler
Insulator -Helper
Iron Worker
Laborer -General
Mortar Mixer
Painter
Plumber
Plumber -Helper
- Roofer
Roofer -Helper
.. Sheet Metal Worker
Sheet Metal Worker -Helper
Welder -Certified
EXHIBIT A
City of Lubbock
Building Construction Trades
Prevailing Rates
Hourly Rate
11.50
12.00
7.50
9.00
12.50
12.50
7.00
11.00
7.00
9.00
11.00
15.00
8.00
10.00
9.00
18.00
10.00
9.50
10.50
10.50
7.00
11.00
6.00
6.00
9.50
12.50
7.00
9.00
7.00
10.00
7.00
11.00
Asphalt Heaterman
Asphalt Shoveler
Concrete Finisher
Concrete Finisher -Helper
Electrical Repairer -Equipment
Flagger
Form Setter
Form Setter -Helper
Laborer -General
Laborer -Utility
Mechanic
Mechanic -Helper
Power Equipment Operators
Asphalt Paving Machine
Bulldozer
Concrete Paving Machine
Front End Loader
Heavy Equipment Operator
Light Equipment Operator
Motor Grader Operator
Roller
Scraper
Tractor -Trailer
Truck Driver -Heavy
-y Truck Driver -Light
i
EXHIBIT B
Paving and Highway Construction
Prevailing Wage Rates
Hourly
9.00
7.50
9.00
7.50
12.50
6.50
8.00
6.50
6.00
6.75
9.00
7.00
Im
- - EXHIBIT C
Prevailing Wage Rates
Overtime Rate
The rate for overtime (in excess of forty hours per week) shall be as required by the Fair Labor Standards Act.
EXHIBIT D
Prevailing Wage Rates
Legal Holiday Rate
F The rate for legal holidays shall be as required by the Fair Labor Standards Act.
�y
3
SPECIFICATIONS
Page One
DIST. STREET
2004 PRIMARY STREETS MAINTENANCE PROGRAM
THOROUGHFARES
TWO COURSE: 1st Course - Gr 4 Gravel, CRS Emulsion w / 3% Latex
2nd Course - Gr 5 Gravel, CRS Emulsion w / 3% Latex
EMULSION
FROM TO LENGTH WIDTH AREA RATE GALS
ROCK
Gr # 4 Gr # 5
RATE C.Y. RATE C.Y.
1
N Indiana Ave
NLL Erskine St
VG @ Clovis Road
2,760
82
25,147
0.32
8,047
1:115
219
0.35
8,801
1:130
193
3,4
Indiana Ave
Concrete @ 58th St
SLL 66th St
2,520
86
24,080
0.32
7,706
1:115
209
0.35
8,428
1:130
185
4
Indiana Ave
South Loop Access Rd
S ER 76th St
1,230
82
11,207
0.32
3,586
1:115
97
0.35
3,922
1:130
86
4
Indiana Ave
SLL 82nd St
VG @ 91 st St
2,900
82
26,422
0.32
8,455
1:115
230
0.35
9,248
1:130
203
2
Martin L King Blvd
SLL E 4th St
NLL E Broadway
2,750
60
18,333
0.32
5,867
1:115
159
0.35
6,417
1:130
141
2
Martin L King Blvd
VG @ E Broadway
NLL Idalou Highway
1,898
60
12,653
0.32
4,049
1:115
110
0.35
4,429
1:130
97
2
Martin L King Blvd
Joint N of Parkway Dr
SLL E Cornell St
3,735
80
33,200
0.32
10,624
1:115
289
0.35
11,620
1:130
255
6
Quaker Ave
NLL 4th St
North Loop Access Rd
5,280
60
35,200
0.32
11,264
1:115
306
0.35
12,320
1:130
271
6
Quaker Ave
Concrete @ 4th St
N ER 19th St
5,862
60
39,080
0.32
12,506
1:115
340
0.35
13,678
1:130
301
6
Quaker Ave
SLL 24th St
SLL 29th St
1,320
68
9,973
0.32
3,191
1:115
87
0.35
3,491
1:130
77
6
Slide Road
Concrete @ 4th St
VG @ 2nd St
690
48
3,680
0.32
1,178
1:115
32
0.35
1,288
1:130
28
6
Slide Road
VG @ 2nd St
VG @ N Loop Access Rd
722
42
3,369
0.32
1,078
1:115
29
0.35
1,179
1:130
26
4
University Ave
Joint @ 108th St
City Limit S of 114th St
3,830
35
14,894
0.32
4,766
1:115
130
----------
0.35
5,213
-------
-------
1:130
115
-------
82,317
90,034
Page One Totals:
257,239
172,350
2,237
1,979
Page Two 2004 PRIMARY STREETS MAINTENANCE PROGRAM
THOROUGHFARES
TWO COURSE: 1st Course - Gr 4 Gravel, CRS Emulsion w / 3% Latex
2nd Course - Gr 5 Gravel, CRS Emulsion
DIST. STREET FROM TO LENGTH WIDTH
3,4 50th St WLL Memphis Ave Concrete @ Quaker Ave 2,400 82
2 82nd St E ER 1-27 Access Rd WLL Martin L King Blvd 7,652 24
Page Two Totals:
T O T A L Thoroughfares - Two Course
w / 3% Latex
ROCK
EMULSION
Gr # 4
Gr # 5
AREA
RATE GALS
RATE C.Y.
RATE C.Y.
21,867
0.32 6,997
1:115 190
0.35 7,653
1:130 168
20,405
0.32 6,530
1:115 177
0.35 7,142
1:130 157
0.32 13,527
------
0.35 14,795
------
-----
-----
42,272
28,322
368
325
0.32 95,844
0.35 104,829
299,511
200,673
2,604
2,304
CITY OF LUBBOCK
STREET DEPARTMENT
STANDARD PAVING SPECIFICATIONS
1.1 GENERAL
The construction and materials for any City of Lubbock Street Department project shall conform to the following
specifications and associated plan sheets. Any construction or materials failing to meet the requirements of these
specifications or the plan sheets shall be removed and replaced at the Contractor's expense. No consideration will
be given to requests for reduced payments, except as specified, or extended warranties for construction or materials not in
conformance with these specifications or the plan sheets.
The Street Superintendent may require certificates from manufacturers certifying that materials or equipment to be
incorporated into the work meet these specifications. Material Safety Data Sheets (MSDS) shall be required on all
materials. All materials or equipment shall be subject to approval by the Street Superintendent before being incorporated
into any project. After approval, the source and/or character of materials shall not be changed without written authorization
by the Street Superintendent.
The term Street Superintendent used in these specifications may refer to the City of Lubbock Street Superintendent or an
individual designated by the Street Superintendent to administer these specifications and associated plans.
1.2 SPECIFICATIONS
Any references to these specifications, ASTM, AASHTO, TOOT, or other designated tests, procedures, quality standards,
or requirements which are included in these specifications or any associated plans shall be the latest edition and revision
thereof.
When information indicated on plan sheets is different from these specifications, the information on the plans shall govern.
1.3 WARRANTY AND ACCEPTANCE
All equipment, materials, and construction incorporated into any project covered by these specifications shall be
guaranteed against defective material and workmanship. Prior to final acceptance, the contractor shall furnish to the
Street Superintendent, a written guarantee which shall provide that the contractor shall remedy any defects in the work,
and pay for any and all damages of any nature whatsoever resulting in or from such defects when such defects appear
within one year from the date of acceptance of the work. The determination of the necessity during the warranty period for
the contractor to repair or replace the work in whole or in part shall rest with the Street Superintendent.
1.4 TESTING AND INSPECTION
All work shall be inspected and/or tested by a representative designated by the Street Superintendent, who shall have the
authority to halt construction when, in his opinion, construction is being performed contrary to these specifications or
associated plans. Whenever any portion of these specifications or associated plans is violated, the Street Superintendent
may order that portion of construction which is in violation to cease until such violation is corrected.
Contractor shall cooperate with the Street Superintendent in providing for sampling and testing procedures. In the event
City tests indicate out of specification materials, additional tests may be provided by the contractor at his expense.
Conflicting test provided by the contractor will not automatically be considered as compliance with specifications, but will
_t be considered only as additional information to be used by the Street Superintendent to determine the acceptance status
of the material or construction in question.
Upon completion of construction, the contractor shall flood all paving improvements within the project. Any improvements
holding water one quarter inch or more in depth, or extending more than 10 feet in length shall be removed and replaced.
1.5 CLEANUP AND SITE RESTORATION
After any construction covered by these specifications is completed, the Contractor shall remove all equipment,
surplus materials, and rubbish from the site. The contractor shall restore all disturbed areas to their original
condition satisfactory to the Street Superintendent.
1.6 NOTIFICATION OF PROPERTY OWNERS
The contractor shall be responsible for maintaining positive communication with adjacent property owners. The contractor
shall notify all affected property owners with respect to pending construction, restricted access, and driveway locations.
1.7 PROTECTION OF UTILITIES AND IRRIGATION SYSTEMS
The plans show only approximate locations of utilities as obtained from various utility companies. It is not implied that all
utilities or accurate locations are shown on the plans. It is the contractor's responsibility to familiarize himself with all
utilities and locations. The contractor shall comply with all laws, ordinances, and regulations with respect to utility
notification and protection, including Underground Facility Damage Prevention Notification Center.
On all projects the contractor shall exercise care not to damage any sanitary sewer pipe, manholes, storm sewers, water
lines, valves and boxes, communication cables, power cables, gas lines, nor any other pipe or utility. The contractor will l
be responsible during the construction period for damages to any utilities.
Irrigation systems affected by construction shall be properly repaired with materials equal the existing system. The repairs
shall be pressure tested to the satisfaction of the Street Superintendent prior to being covered.
1.8 WATER FOR CONSTRUCTION
The City will not furnish water at no charge for construction. To use City water for construction the contractor shall acquire
a water meter for use on a City fire hydrant, and will be charged the applicable rate for the quantity of water used.
The contractor shall contact Lubbock Power and Light Customer Service Department (775-2509) and establish a utility
account. The contractor must pay the current deposit for a fire hydrant meter. After the account is established and the
deposit is paid, the contractor may pick up a meter from the City Water Department at 600 Municipal Drive.
Fire hydrants shall be operated only by use an approved fire hydrant wrench. No pipe wrenches, or other unapproved
devices, shall be used to open and close a fire hydrant.
For top loading trucks or containers the contractor shall provide a back flow prevention assembly on the discharge side of
the meter. The backflow prevention assembly shall be in the form of two spring loaded ball check valves. When filling the
truck or container there shall be an air gap of at least two times the opening diameter of the truck or container.
For bottom loading trucks the contractor shall provide a Reduced Pressure Zone (RPZ) type backflow prevention
assembly. All Reduced Pressure Zone type back flow prevention assemblies must be tested, and the test results
approved by the City prior to use. The test results shall be sent to the City of Lubbock Water Utilities Department, Meter
and Customer Service Supervisor for approval.
In accordance with City of Lubbock Ordinance No. 10208 "Pertaining to Backflow Prevention", the City representatives are
authorized to suspend water use from a fire hydrant by a contractor until the proper and correct backflow prevention
devices are installed.
2.1 CONCRETE
These specifications shall govern Portland cement concrete used for curb and gutter, valley gutters, alley paving,
sidewalks, street paving, drainage channels. The concrete shall be produced at a Ready -Mix Concrete Batch Plant
conforming to ASTM C 94.
I
i
The concrete shall be transpnrted to the project location in approved Revolving Drum Agitator Trucks, and shall be placed
within one hour of mixing time. The concrete shall be continuously mixed during transit.
No patching of any nature shall be allowed in repairing any damage to concrete improvements. Where damage occurs,
- the section shall be removed to the nearest joints and shall be replaced with new construction. Small cracks with no
evidence of displacement may be repaired with epoxy, only where approved by the Street Superintendent.
All concrete shall have 5%, plus or minus 1-1/2%, air entrainment in conformance with ASTM C 260.
2.2 CLASSIFICATION
The following City of Lubbock classes of concrete shall be used:
Class A Curb and gutter, sidewalks, curb ramps, drainage channels
medians, inlet boxes, headwalls, junction boxes, driveways, and
retaining walls.
Class B Alley returns and alley paving.
Class CValley gutters, fillets, and concrete street pavement.
Class D Utility encasements
Class E Fast setting concrete pavement such as "Fast Track" Concrete
Pavement or, other special design.
2.3 MIX DESIGN
Twenty to thirty days prior to beginning any concrete construction the contractor shall submit the following to the Street
Superintendent for approval:
1. Test certificates from an approved commercial testing laboratory on all proposed aggregate. Certificates shall
indicate material source, gradation, and loss from 5 cycle Magnesium Sulfate (not to exceed 18%).
2. A mix design based on water -cement ratio.
3. Results of compression tests in conformance with ASTM C 39 and/or flexural tests in conformance with ASTM
C 78, made by an approved commercial testing laboratory. Tests shall be made on 6 cylinders and/or 6 beams
at curing times appropriate to the class of concrete.
The Street Superintendent will approve or reject the mix design and materials based on these submittals. This approval
-- shall be subject to additional testing during construction.
i Mix designs for various classes of concrete shall conform to the following:
Minimum Sacks
Maximum Gal
Maximum Slump
Class
Cement per CY
Water per Sack
Inches
A
5.0
6.5
5
B
5.5
5.5
5
- C
6.0
6.0
3
D
4.5
6.5
5
E
7.0
5.0
As specified by
concrete batch plant
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2.4 STRENGTH REQUIREMENTS
The various classes of concrete shall conform to the following strengths in psi as determined by the average of two test
cylinders or beams. If cores are subsequently used to prove compressive strength where test cylinders indicate failures,
the required compressive strength shall be increased by 10%.
COMPRESSIVE FLEXURAL
Class 1 Dav 3 Dav 7 Dav 28 Dav
A - 2100 3000 -
B - 2500 3000 - -
C - 2500 3600 600 (28 day)
D - - 2500 -
E 3000 Unless otherwise specified 500 (16 hr)
2.5 CEMENT
Cement shall be Type I, Type 11, or Type III cements conforming to ASTM C 150 "Standard Specification for Portland
Cement". Air entrained cement shall be Type IA, Type IIA, or Type IIIA conforming to ASTM C 175 "Specification for
Adding Air Entraining to Portland Cement" and ASTM C 226 "Standard Specification for Air -Entraining Portland Cement".
2.6 AGGREGATE
Concrete aggregate shall consist of natural, washed and screened sand, and washed and screened gravel or clean
crushed stone conforming to ASTM C 33. The aggregates shall be well graded from coarse to fine with a maximum size
of 1-1/2 inches, and shall conform to ASTM C 136.
All aggregate shall be free of injurious amounts of clay, soft or flaky materials, loam, or organic impurities.
Coarse aggregate for Class C or E concrete shall be crushed limestone ( Brownwood type or equivalent).
Fine aggregate shall be graded from fine to coarse and shall conform to ASTM C 136. The gradation for aggregate shall
meet the following requirements by weight:
FINE AGGREGATE
COARSE AGGREGATE
Sieve
Percent Retained
Sieve
Percent Retained
3/8 inch
0
1-3/4 inch
0
No. 4
0- 5
1-1/2 inch
0- 5
No.16
20-55
3/4inch
30-65
No. 30
45-75
3/8 inch
70-90
No. 50
70-90
No. 4
95-100
No. 100
98-100
Maximum amounts of organic impurities shall conform to ASTM C 40 and ASTM C 87. Maximum amounts of impurities
finer than the #200 sieve shall conform to ASTM C 117. Maximum amounts of soft particles shall conform to ASTM C
123. Maximum amounts of friable particles shall conform to ASTM C 142.
Stockpiles shall be protected from dusty conditions by drift fences or other methods approved by the Street
Superintendent. Stockpiling methods used shall not allow aggregate to roll down the slope as it is added to existing I
stockpiles. Stockpiles shall be built in layers of uniform thickness. Equipment shall not be permitted to operate over the
same lift repeatedly.
2.7 FLOWABLE FILL_
Flowable fill shall consist of a concrete mixture of pea gravel and sand with a cement content of 2 sacks per cubic yard. r
Flowable fill shall be used for backfill in all utility ditches within the right of way, and other areas as specified. Utility ditches
in existing paved streets shall be backfilled with flowable fill from the bottom of the ditch to the paving surface. `
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2.8 WATER
Water shall be clean, clear, free from oil, acid or organic matter and free from injurious amounts of alkali, salts, or other
chemicals and shall conform to AASHTO T26.
2.9 ADMIXTURES
Admixtures may be applied to the concrete mix design when approved by the Street Superintendent to achieve any
desired special properties. Chemical admixtures shall conform to ASTM C 494. Chemical admixtures shall not be used
as a substitute for Cement.
Mineral admixtures such as Fly Ash and Natural Pozzolans in conformance with ASTM C 618 may not be used with
Types I, II, and III Portland Cement unlessspecifically approved by the Street Superintendent. If approved only Class
C or Class F fly ash may be used.
When fly ash is used, "cement" in relation to mix design shall be defined as "cement plus fly ash". Fly ash may constitute
no more than 15% by absolute volume of the cement as approved by the Street Superintendent.
2.10 REINFORCING MATERIALS
GENERAL - All concrete, except for curb and gutter, shall incorporate wire mesh or fiber reinforcement, and/or other
reinforcement as indicated on plan sheets. Metal reinforcement shall be grade 40 (40KS1) unless indicated otherwise on
plan sheets.
All steel reinforcing materials shall be securely held in proper position with devices appropriate to the type of reinforcement
used, subject to approval by the Street Superintendent.
STEEL - Wire mesh shall conform to ASTM A 185, and shall be 6"x 6"-10 gauge welded wire fabric, or size as indicated on
plan sheets. Reinforcing bars shall be open-hearth basic oxygen or electric furnace new billet steel manufactured in
accordance with ASTM A 615 and ASTM A 305. Steel reinforcing materials stored at any location shall be protected from
accumulations of grease, mud or other foreign matter, and rust producing materials. When incorporated into construction,
steel reinforcement shall be free from rust, scale, oil, mud, and structural defects.
Dowels for slip joints shall be smooth plain round bars free from burrs, rough surfaces, and deformations. Sleeves or
wrapping shall be as indicated on plan sheets.
Chairs shall be used to support the reinforcing steel in the correct position while concrete is being placed. Chairs shall be
made of plastic (preferred) or steel, and shall be of adequate size to positively hold the reinforcing materials in position.
FIBER - Fiber reinforcement may be used in place of wire mesh only if approved by the Street Superintendent. Fiber
reinforcement shall be either 100% virgin polypropylene, collated, fibrillated fibers specifically manufactured for use as
concrete reinforcement, containing no reprocessed olefin materials, or steel fibers equivalent to Novocon Xorex. The
quantity of fiber reinforcement used shall be in conformance with the manufacturer's recommendation or as directed by the
Street Superintendent.
The minimum physical characteristics on the fiber shall be as follows:
Specific Gravity 0.91
Tensile Strength
Length
2.11 JOINTS
70,000 psi to 110,000 psi
3/4"
Curb and gutter (Class A concrete) shall be constructed with an expansion joint at the tangent point of each return at
intersections and at intervals not more than 40 feet between the intersections. The 40 foot intervals may be omitted for
machine placed curb and gutter. Construction joints formed by removable metal templates accurately shaped to the
cross-section of the curb and gutter shall be located at the midpoint of each section between expansion joints, or as
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directed by the Street Superintendent. Tooled contraction joints, cut at least one quarter the concrete depth, shall be
placed at 10 foot intervals.
Alley paving (Class B concrete) shall be constructed with an expansion joint at each cold joint and at intervals of 39 feet.
Tooled contraction joints, cut 1/2 inch wide 2 inches deep, shall be placed at 13 foot intervals. Alley paving contraction
joints shall be sealed with an asphaltic sealer.
Street Paving (Class C or E concrete) shall be constructed with contraction and expansion joints as indicated on plan and
detail sheets. Unless otherwise specified, the joints shall be sawed 1/2 inch wide and to depth equal to 1/4 of the
pavement thickness plus one half inch. Joints shall be saw cut within 12 hours of placement of the concrete paving. The
joints shall be sealed with an elastomeric system as specified in section 2.12.
Valley gutters and fillets shall be constructed with tooled construction and construction joints. The joints shall be sealed
with an elastomeric system as indicated in section 2.12.
2.12 JOINT SEALING MATERIALS
Bituminous premolded expansion joint material shall conform to ASTM D 1751, and shall be placed as indicated on plan
sheets or elsewhere in these specifications.
Elastomeric sealant for contraction joints shall be, or shall be equivalent to, W.R. Meadows "SOF-SEAL" or "GARDOX" as
required by plan sheets. Hot poured sealant for joints between Portland cement concrete and Bituminous concrete shall
conform to ASTM D 3405. Hot poured joint sealant for all other joints in Portland cement concrete pavement, shall
conform to ASTM D 3406. Cold poured joint sealant shall conform to ASTM C 920.
Elastomeric joint sealant shall be mixed and applied in accordance with the manufacturer's recommendations. Prior to
application, joints shall be cleaned by sandblasting and otherwise prepared so that the sealant adheres to the surfaces to
form an effective seal against moisture and solid particles. The sealant shall be a soft, highly flexible, rubber like material
after curing which shall not track, flow, crack,. or break when exposed to hot and cold temperature extremes typical of local
conditions.
Backer rod used with elastomeric sealant shall be 25% greater in diameter than the joint width. It shall be made of
polyethylene foam or other material as recommended by the sealant manufacturer. Compression of the backer rod
material shall be approximately 25% shrinkage at 8 psi applied stress. The material shall not melt, shrink, evaporate, or
absorb water, and shall be compatible with the application of the sealant to be used.
2.13 CURING COMPOUNDS
All fresh concrete surfaces shall be completely covered with a liquid membrane forming curing compound and the
application shall conform to ASTM C 309 and TxDOT Item "Membrane Curing".
No other methods of moisture retention on fresh concrete shall be used unless specifically approved by the Street
Superintendent.
2.14 FORMS FOR CONCRETE
Forms for concrete construction shall be set to the lines and grades established by the Street Superintendent after
subgrade has been prepared. The forms shall be held together and in place in such a manner that they will not move
during the placing and working of the concrete. The forms shall be cleaned and oiled prior to placing concrete. Face
forms and construction joints (removable metal plates) shall be set to hold the concrete in place until it is to be finished.
Forms that are warped or damaged in any manner so as to make them unacceptable to the Street Superintendent shall
not be used.
Forms for radii shall be set in the same manner as straight forms, and shall be set to produce curves true to the plans.
Face forms will not be required for curb and gutter on radii if a true section can be obtained by other methods acceptable
to the Street Superintendent.
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2.15 PLACING AND FINISHING CONCRETE
Concrete shall be placed as close to its proper location as practical. Sufficient concrete shall be placed to allow for
shrinkage and extra material for finishing. The concrete shall be floated and troweled to the approximate section. No
water shall be added during placement or finishing of any concrete, unless specifically authorized by the Street
Superintendent.
For curb and gutter removal of face forms and finishing shall be started after a partial set occurs. For all concrete
construction approved forms, templates, and tools shall be used to form the cross -sections indicated on plan or
detail sheets.
Concrete shall not be placed when the ambient temperature is below 40 degrees F as determined by the National Weather
Service continuous broadcast. Concrete shall not be placed on frozen subgrade. The contractor shall have available
sufficient covering material, approved by the Street Superintendent, to immediately protect concrete placed less than 6
hours should the air temperature fall below 33 degrees F. This protection shall remain in place as long as the temperature
continues below 32 degrees, to a maximum of 5 days. No salt or other chemical admixtures shall be added to the
concrete to prevent freezing.
All concrete placed for pavement shall be consolidated by use of mechanical vibrators approved by the Street
Superintendent and designed to vibrate the concrete internally. Vibrators shall be operated in a manner not to interfere
with joints, and shall not come in contact with forms. The surface of concrete street paving shall incorporate a heavy
broom finish, or tined finish if indicated on plans. All other concrete surfaces shall be completed with a light broom finish.
Finished concrete surfaces shall not have irregularities in excess of 1/8 inch when tested with a 10 foot straightedge. Prior
to acceptance, the contractor shall apply sufficient water to all concrete and paving to determine locations of ponding.
Ponded areas shall be removed and replaced. Any concrete construction damaged by equipment, tools, vandals, or other
influences shall be replaced at the contractor's expense.
3.1 SUBGRADE
Subgrade material for concrete or asphalt construction shall consist of suitable native soil or off site soil, free from
vegetation or other objectionable matter. All unstable or objectionable material shall be removed from the subgrade and
replaced with approved material. The material shall be suitable for forming a stable embankment and shall meet the
following requirements:
Liquid Limit 45 maximum
Plasticity Index 15 maximum
Linear Shrinkage 2 min -10 max
Subgrade material which does not meet the above requirements may be conditioned with lime or caliche screenings. The
conditioning shall produce a uniform subgrade material which meets all of these specified subgrade requirements
Subgrade shall be prepared in conformance with the lines and grades shown on the plans, or as directed by the Street
Superintendent, by scarifying and compacting to a minimum of 95% of Standard Proctor Density at optimum moisture
content plus or minus 2%. Subgrade shall be constructed in maximum of 6 inch lifts. The total thickness of the subgrade
shall be 6 inches minimum for streets 36 feet wide or less, 12 inches minimum for streets greater than 36 feet wide, or as
indicated on plan sheets.
The compaction method for subgrade shall provide for each lift to be compacted to the specified density using appropriate
i equipment. After each section of subgrade is complete, tests as determined necessary by the Street Superintendent will
be made by the City of Lubbock Testing Lab with respect to moisture and density using nuclear testing equipment. At any
time the Street Superintendent may require proof rolling on streets or alleys with a 25 ton pneumatic roller, or equivalent, to
test the uniformity of compaction.
All utility ditches shall be determined to be stable prior to construction of subgrade over such utility ditch.
Any fill placed within existing or proposed street right of way in execution of an approved cut and fill plan shall meet these
L-, specifications for materials and construction. Cut and fill operations shall comply with Chapter 25 of the City of Lubbock
Code of Ordinances.
7
Subgrade which has become wet, or otherwise altered, after completion may be subject to retesting and reprocessing as
determined by the Street Superintendent.
4.1 FLEXIBLE BASE (CALICHE)
The material for flexible base shall consist of crushed caliche, limestone, calcareous clay particles, conglomerate, gravel,
sand, or other approved granular materials produced from oversize quarried aggregate, sized by crushing and produced
from a naturally occurring single source. Blending of sources shall be allowed only if both sources individually meet the
requirements of these specifications. If material characteristics within the approved source change, the material shall be
subject to retesting and re -approval prior to continued use. The Contractor shall not change material sources without
approval by the Street Superintendent.
All base material sources are subject to approval by the Street Superintendent. Approved sources that do not test
consistently within the limits of these specifications during construction may be rejected by the Street Superintendent.
Flexible base material may conditioned by addition of crushed concrete (Class A Concrete minimum). Blending of crushed
concrete and caliche shall be performed at the contractor's production site. The concrete shall be processed to remove
wood, steel, and other contaminants before blending. The final blended material shall meet these material and
performance specifications as stated herein.
4.2 MATERIAL TESTS
Flexible base material shall conform to the following test requirements:
Sieve Analysis
Sieve Size 2-1/2" 1-3/4" 7/8" 1/2" #4 #40
%Retained 0 0-10 10-35 30-50 45-65 70-85
Atterberg Limits
Material passing the No. 40 Sieve shall be known as "Soil Binder" and shall meet the following requirements:
Liquid Limit 45 maximum
Plasticity Index 15 maximum and 3 minimum
Linear Shrinkage 10 maximum
Wet Ball Mill
When tested in accordance with Tex-116-E (Wet Ball Mill) the material shall have a value not to exceed 55. The percent
of material passing the #40 sieve shall not increase by more than 25 during the test.
4.3 FLEXIBLE BASE CONSTRUCTION
Areas behind curbs shall be backfilled and leveled with approved topsoil prior to placing
base material. Approved flexible base material shall be hauled in vehicles of uniform capacity and dumped evenly along
the project length for processing and compaction. Processing shall be accomplished in multiple lifts of 3 inches
compacted thickness. Each course shall be wetted and rolled with a pneumatic roller as required to produce a uniform
compaction of 95% minimum of Standard Proctor Density at a moisture content 1 % to 2% below optimum. At any time the
Street Superintendent may require proof rolling with a 25 ton pneumatic roller to ensure uniform compaction of base.
Processing for compaction of caliche base with a sheeps foot type roller will not be permitted.
The base shall be maintained by blading, watering, or other methods until the wearing surface is placed. Windrow caliche
shall not be removed until the base has passed finish inspection. Base which becomes wet, or other wise altered, may be
subject to retesting and reprocessing as determined by the Street Superintendent.
The compacted flexible base shall be finished and shaped immediately proceeding the application of the surface
treatment. All loose or unconsolidated material shall be removed and the surface moistened and rolled with a steel wheel
roller. All irregularities, depressions, or weak spots which develop shall be corrected by scarifying, adding or removing
material as required, reshaping, and recompacting, or other methods approved by the Street Superintendent.
i
Any deviation in the surface of the finished base in excess of 3/8 inch from the established grade or true cross-section,
_ using a 10 foot long straight edge, shall be corrected as provided above.
5.1 ASPHALT STABILIZED BASE (ASB)
Asphalt stabilized base shall consist of a compacted mixture of graded gravel aggregate and asphalt cement mixed hot in
a mixing plant in accordance with these specifications. Unless otherwise specified, the materials and construction shall
conform to TxDOT Item "Asphalt Stabilized Base" (Plant Mix). The contractor's plant and equipment are subject to
approval by the Street Superintendent, and shall be appropriate and in suitable condition to produce the base material
consistently in compliance with these specifications.
Samples of the compacted ASB will be removed by City personnel from locations designated by the Street Superintendent
to determine composition, compaction, thickness, and density. The contractor shall replace the pavement removed from
core holes at no cost to the City. ASB found to be deficient in composition, compaction, thickness, or density shall be
corrected at the contractor's expense as directed by the Street Superintendent.
5.2 ASB MIX DESIGN
The contractor shall provide a current mix design using the approved materials indicating gradation and optimum asphalt
content. The aggregate mixture shall conform to the following master gradation:
Sieve Size 1-1/2" 3/4" 1/2" #4 #40
Percent Retained by Weight 0 8-30 30-55 50-70 70-90
Material passing the #40 sieve shall be known as soil binder and shall meet the following requirements:
Liquid Limit shall not exceed 45
Plasticity Index shall not exceed 15
Linear Shrinkage shall not exceed 5
The mineral aggregate shall not contain more than 0.5% moisture prior to entering the pugmill for mixing with asphalt.
The ASB mixture shall consist of a uniform mixture of mineral aggregate and asphaltic material. The mineral aggregate
shall conform to the gradation requirements specified. The percent asphaltic material shall be determined in accordance
with Test Method Tex.-126-E or Test Method Tex.-204-F and procedures outlined in TxDOT Bulletin C-14. In no case
shall the asphalt content be less than 4% or more than 9% by weight. Asphalt for the mixture shall meet the requirments
of TxDOT Item "Asphalt, Oils, and Emulsions". The grade of asphalt and source must be approved by the Street
Superintendent prior to use.
The contractor shall submit the mix design prepared by a qualified lab for approval by the Street Superintendent. The
Street Superintendent will approve the asphalt content to be used in the mixture after design tests have been made with
r- the aggregate to be used. The asphalt content of the production mixture shall not vary from the design more than 0.2%
dry weight based on total mixture.
5.3 PLACING ASB
ASB shall be placed and compacted in 3 inch lifts, unless otherwise directed by the Street Superintendent. Prior to placing
ASB, the subgrade shall be prepared as previously specified The cross-section shall be constructed to form the specified
crown on the HMAC surface at the centerline of the street, or as indicated on the plans.
ASB shall not be placed when the air temperature as reported by the National Weather Service is below 45 degrees F and
falling. During June, July, and August ASB shall be placed at a temperature between 255 and 285 degrees F. During
other months ASB shall be placed at a temperature between 275 and 325 degrees F. Any ASB material that is above, or
below the specified temperature range may be rejected by the Street Superintendent. No payment will be made for any
rejected material.
9
The ASB material shall be spread on the approved prepared surface using an approved spreading machine. The material
shall be placed in such a manner that when properly compacted the finished course is smooth, of uniform density, and in
conformance with the cross -sections and grades shown on the associated plans. f
t
5.4 ASB COMPACTION t
The ASB shall be compacted thoroughly and uniformly with approved rollers to a density of 93% to 96% of Marshall
density, molded at 275 degrees F. Rolling shall be continued until no further increase in density can be obtained and all
roller marks are eliminated. Compaction shall be completed before the ASB mixture cools below 185 degrees F.
The compacted ASB shall conform the cross -sections, lines, and grades shown on the plans or as directed by the Street
Superintendent. The surface shall be smooth and have a uniform texture acceptable to the Street Superintendent.
6.1 HOT MIX ASPHALT CONCRETE SURFACE (HMAC)
Hot mixed asphalt concrete surface shall consist of a compacted mixture of coarse aggregate, fine aggregate, mineral
filler (if required), and asphalt cement mixed hot in a mixing plant in accordance with these specifications. Unless
otherwise specified, the materials and construction shall conform to TxDOT Item "Hot Mix Asphalt Pavement". The M
contractor's plant and equipment are subject to approval by the Street Superintendent, and shall be appropriate and in
suitable condition to produce the HMAC surface consistently in compliance with these specifications. Approval of the
source and character of the materials shall be obtained from the Street Superintendent prior to use.
The combined mineral aggregate, after final processing by the mixing plant and prior to addition of asphalt and mineral
filler, shall have a sand equivalent value of not less than 45 when tested in accordance with Test Method Tex 203-F. The
percent of flat of elongated slivers of stone for any aggregate shall not exceed 25% when tested in accordance with Test
Method Tex 224-F. -
Asphaltic mixtures with aggregates which exhibit stripping characteristics shall be conditioned with either lime or liquid anti -
stripping agent approved by the Street Superintendent. Anti -stripping agents shall meet requirements of TxDOT Item
"Asphalt Anti -stripping Agents", and shall be added at the manufacturer's recommended dosage and temperature range.
Core samples of the HMAC surface will be removed by City personnel from locations designated by the Engineer
(minimum of 2 cores per 600 foot block) to determine composition, compaction, thickness, and density. HMAC surface -
found to be deficient in composition, compaction, thickness, or density shall be corrected at the contractor's expense as
directed by the Street Superintendent. The contractor shall replace the pavement removed from core holes at no cost to
the City.
6.2 THICKNESS OF HMAC SURFACE
The thickness of HMAC surface shall be one and one half (1-1/2) inches, unless otherwise indicated on plans. If only one
core measures zero to 1 /4 inch less than required thickness no corrective action shall be required. If two or more cores
measure at least 1/4 inch less than the specified thickness, the HMAC surface shall be considered deficient with respect to t
thickness. Additional cores will be taken at 25 foot spacing to define the limits of deficiency.
No additional compensation will be made to the contractor for thickness of HMAC surface greater than specified.
6.3 MIX DESIGN -
Type "D" HMAC shall be used on streets 36 feet or less in width. Type "C" HMAC shall be used on streets greater than 36
feet in width, and strip paving (no curb and gutter). The contractor shall provide a current HMAC mix design using the
approved materials indicating gradation and optimum asphalt content. If the contractor elects to use Type "C" where Type
"D" is specified, the material must meet the Type "C" specifications.
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(
10
The aggregate mixture shall conform to the following master gradation:
w Type "C" (Coarse Graded Surface Course - Streets greater than 36 feet wide)
Percent passing 7/8"
100
Percent passing 5/8"
98-100
Percent retained on 3/8"
12-25
Percent retained on No. 4
15-30
Percent retained on No.10
12-30
Total percent retained on No. 10
53-65
Percent retained on No. 40
10-20
Percent retained on No. 80
5-15
Percent retained on No. 200
5-15
Percent passing No. 200
1- 6
Tvpe "D" (Fine Graded Surface Course - Streets 36 feet or less wide
Percent passing 5/8"
100
Percent retained on 3/8"
0-15
Percent retained on No. 4
30-50
Percent retained on No. 10
12-30
Total Retained on No. 10
53-65
Percent retained on No.40
10-20
Percent retained on No. 80
5-15
Percent retained on No. 200
5-15
Percent passing No. 200
1- 6
Material passing the No. 40 sieve shall be known as soil binder and shall meet the following requirements:
Liquid Limit shall not exceed 45
Plasticity Index shall not exceed 15
Linear Shrinkage shall not exceed 5
The mineral aggregate shall not contain more than 0.5% moisture prior to entering the pugmill for mixing with asphalt.
The HMAC mixture shall consist of a uniform mixture of mineral aggregate and asphalt material. The percent asphalt in
the mixture shall be determined to meet the Marshall Stability criteria as follows:
Marshall Criteria Type "C" Type "D"
No. Blows (each end of specimen)
Stability (Lb.)
Flow (units of 0.01 inch)
Percent Air Voids
75 50
1500 1200
8 min-16 max 8 min-18 max
2 min-5 max 3 min-6 max
If approved by the Street Superintendent, the contractor may provide an alternate mix design based on his proposed
materials. The contractor's materials and mix design shall meet the performance criteria addressed in these
specifications.
6.4 COARSE AGGREGATE
The coarse aggregate shall be the material retained on a No. 4 sieve, and shall consist of clean, tough, durable fragments
of crushed stone of uniform quality. Mixing or combining of crushed gravel and crushed stone will not be permitted.
Coarse aggregate shall be crushed to the extent that produces a minimum of 50% crushed faces for Type "D" HMAC, and
55% crushed faces for Type "C" HMAC, when tested in accordance with Test Method Tex 413-A.
Coarse aggregate shall have a maximum loss of 15% when subjected to 4 cycles of the Magnesium Sulfate Soundness
3 Test ASTM C-88. The amount of organic matter, clays, loams, or particles coated therewith, or other undesirable
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materials shall not exceed 2 percent. When subjected to the Los Angeles Abrasion Test, the coarse aggregate shall not
have a loss greater than 40 percent by weight.
Coarse aggregate may be enhanced by addition of crushed concrete (Class A minimum). The crushed concrete shall be
processed and blended at the contractor's batch plant. The material shall be processed to remove wood, steel, and other
objectionable materials so as to produce a crushed aggregate in confromance with these specifications.
6.5 FINE AGGREGATE
The fine aggregate shall be that part of the material passing the No. 4 sieve and shall consist of sand and/or screenings.
The plasticity index of that part of the sand passing the 40 sieve shall not exceed 6. The plasticity index of the screenings
shall not exceed 9.
Sand shall be composed of durable stone particles free from injurious foreign matter. Screenings shall be of the same or
similar material as specified for coarse aggregate.
Mineral filler shall consist of thoroughly dry stone dust, slate dust, Portland cement or other material dust approved by the
Street Superintendent. The mineral filler shall be free of foreign and other injurious matter and shall meet the following
gradation:
Percent by Weight Retained on No. 30 Sieve 0
Percent by Weight Retained on No. 80 Sieve 10 maximum
Percent by Weight Retained on No. 200 Sieve 35 maximum
6.6 ASPHALT
Asphalt shall be AC 10 with Latex (3% by weight of asphalt), or performance grade 64-28 S or L. The contractor shall
notify the Street Superintendent of the source of asphaltic material for approval prior to production of the asphaltic mixture.
The optimum asphalt content shall be determined by the Marshall Stability method. The percent asphalt content in HMAC
surface shall be optimum plus 0.25% as indicated by Marshall Stability for streets for Type "C" HMAC, and optimum plus
0.5% for Type "D" HMAC. The asphalt content of the paving mixture shall not be below optimum, or vary from the
specified design asphalt content by more than plus 0.3 percent dry weight, based on total mixture. -
6.7 PRIME AND TACK COATS
Prior to placing HMAC on flexible base, the surface shall be primed using an application of 0.20 gallons of MC-30 asphalt
per square yard of surface.
Before any asphaltic mixture is laid, the surfaces against which the pavement is to be placed shall be cleaned to the
satisfaction of the Street Superintendent. The surfaces shall be given a uniform application of tack coat using asphaltic
materials of this specification. The tack coat shall be applied as directed by the Street Superintendent with an approved
sprayer. Where the pavement mixture will adhere, as determined by the Street Superintendent, to the surfaces on which it
is to be placed without the use of a tack coat, the Street Superintendent may waive the requirement for the tack coat. All
contact surfaces of curbs, structures, and joints shall be painted with a thin uniform tack coat. The tack coat shall be rolled
with a pneumatic tire roller as directed by the Street Superintendent.
The asphaltic material for tack coat shall meet the requirements for Cut -Back Asphalt RC-2, or shall be a Cut -Back
Asphalt made by combining 50 to 70 percent by volume of the asphaltic material as specified for the paving mixture with
50 to 30 percent by volume of gasoline and/or kerosene. If RC-2 Cut -Back Asphalt is used, it may, upon direction from the
Street Superintendent, be diluted by addition of an approved grade of gasoline and/or kerosene, not to exceed 15 percent i
by volume.
6.8 PLACING HMAC
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HMAC surface shall be constructed to a minimum compacted thickness of 1-1/2 inches. The pavement shall be
constructed on the previously approved base. Laying of HMAC shall not start until sunrise, and must stop one hour before
sunset. HMAC sruface shall not be layed until at least 48 hours after the application of the prime coat.
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Air temperature requirements for placing HMAC shall be as follows:
November 1 to April 1
HMAC shall not be placed when the air temperature is below 55 degrees F and falling.
HMAC may be placed when the air temperature is above 50 degrees F and rising.
April 1 to November 1
HMAC shall not be placed when the air temperature is below 50 degrees F and falling.
HMAC may be placed when the air temperature is above 45 degrees and rising.
Air temperature shall be determined by the National Weather Service hourly report. If the temperature of any HMAC,
measured while passing through the lay down machine, is 25 degrees F more or less than the mixing temperature, the
load shall be rejected. No payment will be made for rejected material.
The asphaltic mixture shall be dumped and spread on the approved prepared surface using an approved spreading and
finishing machine. The material shall be placed in such a manner that when properly compacted the finished course is
smooth, of uniform density, and in conformance with the cross -sections and grades shown on the associated plans.
Raking loose material back across the HMAC mat will not be permitted. Wings of the laydown machine may not be
_. dumped unless they are dumped after every load.
A level up course, 1/2 inch or more in thickness, shall require the use of ASB or a coarse grade of HMAC approved by the
Street Superintendent.
When the asphaltic mixture is placed in a small area where use of a finishing machine is not practical, the contractor may
use other methods approved by the Street Superintendent provided a satisfactory surface can be obtained.
Adjacent to curbs gutters or other flush structures, the surface shall be finished uniformly high so that when compacted it
will be 1/4 inch above the curb or flush structure.
All joints shall present the same texture, density, and smoothness as other sections of the course. The joints between old
and new pavements or between successive day's work shall be made to insure a continuous bond between the old and
new sections of the course. The transverse edges of old pavement and, if required by the Street Superintendent, the
_ successive days pavement shall be cut with an approved concrete saw to expose an even vertical surface for the full
thickness of the course. All contact surfaces of previously constructed pavement shall be painted with a thin uniform coat
of hot Bituminous material before the fresh mixture is placed.
6.9 COMPACTION
HMAC surface compaction shall be as follows:
L Type C - 95% to 98% of Marshall density (2% to 5% air voids)
Type D - 94% to 97% of Marshall density (3% to 6% air voids)
Using appropriate rollers approved by the Street Superintendent, the pavement shall be compacted thoroughly and
�- uniformly to a density consistent with the density developed in the laboratory Marshall test method of molding stability
specimens. At a minimum one tandem roller weighing not less than 8 tons, two pneumatic rollers with a weight capable of
' being uniformly varied from 275 to 550 psi per inch width of tire tread, and one three wheel roller weighing not less than 10
E tons shall be provided for each job. Additional rollers shall be provided by the contractor if needed.
Rolling with three wheel and tandem rollers shall start longitudinally at the sides and proceed toward the center of the
pavement, overlapping on successive trips by at least half the width of the rear wheels. Alternate trips of the roller shall be
slightly different in length. On super -elevated curves rolling shall begin at the low side and progress toward the high side.
Rolling with pneumatic rollers shall be done as directed by the Street Superintendent and shall be continued until required
compaction is obtained and all roller marks are eliminated.
The motion of the rollers shall be slow enough to avoid displacement of the mixture. Rollers shall not be permitted to
stand on pavement which has not been fully compacted. Any displacement of the mixture shall be corrected immediately
by the use of rakes and fresh mixture where required.
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Gasoline, oil, grease, solvents, or other foreign matter shall not be permitted to fall on the pavement when rollers are in
operation or standing.
Places inaccessible to the rollers may be compacted using lightly oiled tamps. Trenches and other limited areas where
required compaction cannot be obtained using a three wheel roller shall be compacted with a trench type roller.
The surface of the pavement after compaction shall be smooth and true to the established line, grade, and cross-section.
When tested with a 10 foot straight edge placed parallel to the centerline of the roadway, or other means acceptable to the
Street Superintendent, the maximum deviation shall be not exceed 1/8 inch in 10 feet. An acceptable 10 foot straight edge
shall be provided by the contractor. Any point in the surface not meeting this requirement shall be corrected as directed by
the Street Superintendent. When placed on existing surfaces, the 1/8 inch maximum deviation requirement may be
waived by the Street Superintendent.
6.10 EMULSIFIED ASPHALT SEALER
All HMAC surface courses shall be sprayed with an emulsified asphalt sealer consisting of a 15/85 mixture of an
MS-2, or 20/80 SS-1, liquid anionic asphalt and distilled water. The emulsified asphalt sealer shall be applied after
the HMAC surface has cooled to below 70 degrees F, and shall be applied at a rate of 0.10 to 0.12 gallons per -
square yard of surface.
7.1 STORM SEWER
Storm sewer shall include installation of pipe, manholes, inlet structures and outlet structures. Contractor shall use only
materials, tools, methods, and equipment considered standard by the pipeline construction industry, and approved by the
Street Superintendent. Grade and horizontal alignment shall be maintained using a laser or batter boards.
7.2 REINFORCED CONCRETE PIPE
Storm sewer shall be constructed using reinforced concrete pipe, either precast or cast in place. The pipe shall conform to
the requirements of AASHTO M-170 or ASTM C-76. Pipe shall be Class III unless otherwise noted on plan sheets.
7.3 MORTAR
Mortar shall be used for caulking and filling between pipe and drainage structures.
Mortar shall be composed of 1 part, by volume, of Portland cement and 2 parts of mortar sand. The Portland cement shall
conform to the requirements of ASTM C-150, Type I.
The sand shall conform to the requirements of ASTM C-144. Hydrated lime may be added to the mixture of sand and
cement in an amount equal to 15% of the weight of cement used. The hydrated lime shall meet the requirements of ASTM
C-6.
Mortar which has not been used after 45 minutes of having water added shall be discarded. Mortar may not be
retempered by having water added.
7.4 PREFORMED BITUMINUS GASKET JOINTS
Preformed bituminous gaskets for concrete non -pressure pipe shall conform to the requirements of Fed. Spec. SS-S-
00210 (GSA-FSS), and shall be Ram-Nek or approved equal. Gaskets shall be installed in accordance with
manufacturer's recommendations and shall form a water -tight joint.
7.5 MANHOLES
Manhole barrel, cone and extension sections shall be constructed of precast concrete. A plant inspection may be required
for production facility inspection and to review record -keeping for material certification.
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The manufacturer must provide certification that all materials used for manufacturing meet with the following ASTM
Specifications.
Aggregates
ASTM
C-33
Cement
ASTM
C-150
Sampling Specimens
ASTM
C-39
Reinforcing
ASTM
C-185
Sand and Mortar
ASTM
C-144
Precast concrete sections for manholes shall conform to ASTM C-478 specifications. Compressive strength test results
must verify concrete strengths meet or exceed 4,000 psi. Aggregate shall be crushed limestone and shall conform to
ASTM C-33 specifications.
Joints, excepting grade rings, shall be tongue and groove or an equivalent male and female type joint as approved by the
Street Superintendent. All joints shall be effectively jointed to prevent leakage and infiltration. All connections between
wall sections shall be joined with Conseal Joint Sealant or approved equal to provide a watertight manhole. This sealant
will be provided by supplier and will be considered an essential part of each shipment.
All cones and adjusting rings shall maintain a clear 24" opening. Adjusting rings shall be reinforced with the same
percentage of steel as risers and tops and will also meet ASTM C-478 specifications. Adjusting rings, as well as all
precast concrete manhole products, shall be smooth, uniform in size and dimensions, consistent in components
throughout and free of voids or honeycombs.
All manholes shall be designed to withstand H-20 AASHTO loading. They shall also have lifting holes that do not protrude
through manhole wall; one full inch of concrete thickness must remain between lift hole and outside wall of manhole.
Manhole barrels shall be assembled of precast riser section. Riser sections and top cone sections shall be placed
vertically with tongues and grooves properly keyed.
Invert channels shall be smooth and semi -circular in shape conforming to the inside of the adjacent pipe section. Changes
in direction of flow shall be made with a smooth curve of as large a radius as the size of the manhole with permit.
Changes in size and grade of the channels shall be made gradually and evenly. The invert channels may be formed
directly in the concrete of the manhole base or may be half -pipe laid in concrete. The floor of the manhole outside the
channel shall be smooth and shall slope toward the channel not less than one inch per foot, nor more than two inches per
foot.
All connections between the riser or base sections and the sewer pipe shall be joined in such a manner as to make the
manholes watertight. Preformed rubber waterstop gaskets cast into the riser or base section are acceptable. Preformed
flexible plastic sealing compounds equivalent to `Ram-nek" or "Kent Seal' may be used provided a watertight seal is
IL achieved.
Adjusting rings may be used for adjusting the top elevation, except that the total height of the adjusting rings shall not
exceed 12 inches at any manhole. Concrete shall be placed around and under the rings to provide a seal and seat the
ring at the proper elevation. Each manhole shall have a minimum of 6 inches of grade adjustment.
7.6 MANHOLE FRAMES AND COVERS
Manhole frames and covers shall be of good quality gray iron casting and conform to ASTM A-48, having a clear
opening of not less than 22 inches. The casting shall be designed with a full bearing ring so as to provide a
continuous seat between frame and cover. The cover shall be furnished with lifting ring cast into the cover in
such manner as to prevent water leaking through. Frame and cover shall have a weight of not less than 275
pounds. The manhole ring and cover shall be Western Iron Works #40 or approved equal.
7.7 CONSTRUCTION METHODS
All equipment necessary and required for the proper construction of storm sewers, manholes and culverts shall be on the
project, in first-class working condition, and approved by the Street Superintendent before construction is permitted to
- start. If precast concrete pipe or manhole sections are used, the Contractor shall provide appropriate hoisting equipment
to handle the pipe or sections while unloading and placing it in its final position without damage to the pipe.
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The Contractor shall provide hand tampers and pneumatic tampers to obtain the required compaction of the pipe bed, the
manhole bed and the backfill, as specified.
7.8 EXCAVATION
The Contractor shall do all excavation to the depth shown on the plans. Where rock, or soil containing rocks or gravel,
hard pan or other unyielding foundation material is encountered in trench excavation, the pipe shall be bedded in
accordance with the requirements of one of the classes of bedding, and the hard unyielding material shall be excavated
below the elevation of the bottom of the pipe or pipe bell to a depth of at least 8 inches or 1 /2 inch for each foot of fill over
the top of the pipe, whichever is greater, but not more than three -fourths the nominal diameter of the pipe. The cushion
shall consist of a fine compressive material, such as silty clay or loam, lightly compacted, and shaped as required for the
specified class of bedding. The cost of furnishing and placing the cushion material shall be included in the bid price per
linear foot of pipe in place. The bottom of the trench shall be excavated to a horizontal section as far as practicable.
Excavated material not required or acceptable for backfill shall be disposed of by the Contractor as directed by the Street
Superintendent. Excavation shall not be carried below the required depth; but when it is, the trench shall be backfilled at
the Contractor's expense with material approved by the Street Superintendent and compacted to the density of the
surrounding earth material as determined by AASHTO T-180.
When directed, unstable soil shall be removed for the full width of the trench and replaced with sand or with approved
granular material. The Street Superintendent shall determine the depth of removal of unstable soil and the amount of
backfill necessary. The backfill shall be compacted and shaped to a firm but slightly yielding condition to form the bed for
the pipe.
Grades for pipe shall be as shown on the drawings. No changes in grade will be made unless so directed by the Street
Superintendent.
The minimum width of the trench at the top of the pipe, when placed, shall be a width which will permit the proper
construction of joints and compaction of backfill around the pipe. The sides of the trench shall be vertical, unless
otherwise approved by the Street Superintendent. The maximum allowable width of the trench shall not exceed the widths
shown below unless otherwise approved by the Street Superintendent.
NOMINAL PIPE MINIMUM TRENCH MAXIMUM TRENCH
SIZE WIDTH AT SPRINGLINE WIDTH AT TOP OF PIPE
Less than 18" Pipe O.D. + 12" Pipe O.D. + 18"
18" thru 36" Pipe O.D. + 18" Pipe O.D. + 24"
37" thru 60" Pipe O.D. + 24" Pipe O.D. + 30"
The width of the trench above the top of the pipe may be as wide as necessary for shoring, bracing or proper installation of
the pipe. Excavation in paved areas shall be confined to a minimum practical width. The bed for pipe shall be so shaped
that at least the lower quarter of the pipe circumference shall be in continuous contact with the bottom of the trench.
The excavation for manholes shall be essentially the same as that for the piping. The sides of the excavation shall be
vertical unless otherwise approved by the Street Superintendent. The Contractor shall do such trench bracing, sheathing
or shoring necessary to perform and protect the excavation as required for safety and conformance to applicable laws and
regulations. The bracing, sheathing, or shoring shall not be removed in one operation but shall be done in successive
stages to prevent overloading of the pipe during backfilling operations. The cost of the bracing, sheathing, or shoring and
the removal of same, shall be included in the unit price bid per foot for the pipe.
i
E�
Surface water shall be prevented from entering the excavation. Heavy equipment, except for excavating equipment, shall
not be operated within 20 feet of the edge of the excavation. Excavated materials shall be stockpiled no closer than 3 feet
from the edge of the excavation. I
i
,
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3
p' 7.9 PIPE INSTALLATION
The Contractor shall provide the appropriate tools and methods to insure installation of the pipe to line and grade, as
shown on the drawings. The Contractor's facilities for lowering precast pipe into the trench shall be such that neither the
pipe nor the trench will be damaged or disturbed.
The Street Superintendent shall inspect all precast pipe before it is placed. Any section that is damaged by handling or is
defective to a degree which in the opinion of the Street Superintendent will materially affect the function and service of the
pipe shall be rejected and removed from the job site.
Installing the precast pipe in the finished trench shall be started at the lowest point and is laid upgrade. For tongue and
groove precast pipe, the grooved end shall be laid upgrade.
The pipe shall be firmly and accurately installed to line and grade so that the invert will be smooth and uniform. The pipe
shall be protected from water during placing and until the concrete, in cast -in -place pipe, or the mortar, in the joints of
precast or cast in place pipe, has thoroughly set. The contractor shall provide temporary diversions as necessary to
prevent surface water flow into the excavation.
Pipe shall not be laid or installed on frozen ground.
Pipe which is not true in alignment, or which shows any change in grade after laying or installing, shall be taken up and re-
laid or re -installed without extra compensation.
Mortar shall be used for caulking and filling between the pipe and the drainage structures. Mortar that is not
used within 45 minutes after water has been added shall be discarded. Retempering of mortar shall not be
permitted. Pipe joints for precast concrete pipe shall be of the tongue and groove type. The joints shall be of a
water tight joint. Each joint shall be sealed with a preformed bituminous gasket as specified. The gasket shall be
installed as recommended by the pipe manufacturer.
Field poured concrete bases shall be at least 12 inches thick and not less than 1 (one) foot greater diameter than the
outside diameter of the manhole riser section. Concrete shall be Class A at a minimum 3000 psi 28 day compressive
strength. Concrete placement shall conform to ACI and good construction practices. Concrete shall be consolidated and
struck -off to a horizontal surface within the forms or pouring rings.
Field poured concrete bases shall be reinforced as detailed on the Plans or as shown in the Standard Details. The
manhole shall be constructed to ASTM C-891 standards.
Precast reinforced concrete bases shall be of the size and shape detailed on the Plans or as shown in the Standard
Details.
7.10 BACKFILLING
All trenches and excavations shall be backfilled as the pipes and manholes are installed, unless otherwise directed by the
Street Superintendent. Outside of street right of way the backfill material shall be selected granular material from
excavation or borrow; material which is placed at the sides of the pipe and manhole and 1 foot over the top shall be
material which can be readily compacted. It shall not contain stones retained on a 2-inch sieve, frozen lumps, chunks of
highly plastic clay, or any other material which is objectionable to the Street Superintendent. The material shall be
moistened or dried, if necessary, to be compacted by the method in use. Backfill material shall be approved by the Street
Superintendent.
The backfill shall be placed in loose layers not to exceed 6 inches in depth along each side of the pipe and manhole.
Special care shall be taken to secure thorough compaction under the haunches and at the sides of the pipe and manhole.
This backfill shall be brought up evenly on each side of the structure to an elevation of 1 foot over the top of the pipe, or
such greater elevation as directed by the Street Superintendent.
Backfilling shall be done in a manner to avoid injurious top or side pressures on the pipe and manhole. Backfill shall be
compacted to 95% (min.) Standard Proctor Density.
17
protest within the allotted 10 days for any statement shall indicate the contractor's approval of the time charges as shown
on that period's time statement, and future consideration of that time statement will not be permitted.
11.3 WORK BETWEEN NOVEMBER 1 AND JANUARY 2
If conditions are such that, in the opinion of the Street Superintendent, construction will negatively affect local businesses
during holiday periods, the Street Superintendent may suspend construction operations from November 1 to January 2.
The City Of Lubbock observes specific holidays, and City staff are not required to work those days. As standard
procedure, construction operations that require testing/inspection may not be performed on those holidays. If the
contractor needs to perform construction operations that require City personnel on holidays, the contractor shall make a
written request for authorization to work from the Street Superintendent. The request shall state the reason the work is
necessary, and shall state that the contractor agrees to pay the City for the related personnel expenses including salary,
overtime, and benefits. If City personnel are available, the Street superintendent may appove the request.
12.1 MEASUREMENT AND PAYMENT
The unit price bid on each item as stated in the bid proposal shall include furnishing all labor, superintendence, machinery,
equipment, and materials, except as otherwise specified, necessary or incidental to complete the various items of work in
accordance with the plans and specifications. Cost of work or materials shown on the plans or called for in the
specifications and on which no separate payment is made shall be included in the bid prices on the various pay items.
Payment will not be made for any item that is not complete, including all associated incidental work. All of the items
covered by these standard specifications may not be included in a particular project. Only those items indicated on bid
documents and plan sheets shall be included for construction and payment.
12.2 CURB AND GUTTER
Measurement will be made of the linear feet of curb and gutter actually constructed. Curb and gutter will be paid for at the
unit price bid per linear foot. The unit price bid shall include furnishing and installing all materials, excavation, filling,
backfilling, forming, finishing, and all incidentals necessary to complete the work.
12.3 CONCRETE FLAT SLABS - SIDEWALK DRIVEWAY ALLEY RETURN ALLEY PAVING AND VALLEY GUTTER
Measurement will be made of the area, in square feet, of flat slab actually constructed. Flat slabs will be paid for at the
unit price bid per square foot for each specific type of slab. Curb on alley returns shall be included in the area measured
for the slab and will not be paid as a separate item. The unit price bid shall include furnishing and installing all materials,
excavation, filling, backfilling, reinforcement, forming, finishing, joint cutting, joint sealing, and all incidentals necessary to
complete the work.
12.4 CURB RAMPS (HANDICAP RAMPS)
Measurement will be made of the area, in square feet, of curb ramp actually constructed, including top surface area of any
retaining wall or curb. Curb ramps will be paid for at the unit price bid per square foot. The unit price bid shall include
furnishing and installing all materials, excavation and filling within two feet of the ramp, back filling, reinforcement, forming,
finishing, and all incidentals necessary to complete the work.
12.5 CONCRETE DRAINAGE CHANNEL
Measurement will be made of the area, in square feet, of drainage channel actually constructed, including top surface area
of any retaining wall or curb. Drainage channel will be paid for at the unit price bid per square foot. The unit price bid shall
include furnishing and installing all materials, excavation and filling within two feet of the channel, backfilling,
reinforcement, forming, finishing, and all incidentals necessary to complete the work.
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12.6 RETAINING WALL OR CURB ON DRAINAGE CHANNELS AND CURB RAMPS
Measurement will be made of the height and linear feet of wall or curb actually constructed. Retaining wall or curb will be
paid for at the unit price bid per linear foot multiplied by the height of the wall or curb in inches above the top of the slab
(per linear foot per inch height).
The unit price bid shall include furnishing and installing all materials, excavation, filling, backfilling, reinforcement, forming,
finishing, and all incidentals necessary to complete the work.
12.7 CONCRETE MEDIAN
Measurement will be made of the area, in square feet, of median actually constructed. Median will be paid for at the unit
price bid per square foot. The unit price bid shall include furnishing and installing all materials, excavation, filling,
reinforcement, forming, finishing, and all incidentals necessary to complete the work.
12.8 CONCRETE STREET PAVING
Measurement will be made of the area, in square yards, of concrete street paving actually constructed. Concrete street
paving will be paid for at the unit price bid per square yard. The unit price bid shall include furnishing and installing all
materials, excavation, filling, backfilling, reinforcement, forming, finishing, and all incidentals necessary to complete the
work.
Sawing and sealing of joints shall not be included and will be paid for as a separate bid item.
12.9 SAWING AND SEALING OF JOINTS IN CONCRETE STREET PAVING
Measurement will be made of the linear feet of sawed and sealed joints actually constructed. Sawing and sealing of joints
will be paid for at the unit price bid per linear foot. The unit price bid shall include furnishing and installing all materials,
equipment, sawing, cleaning, seal components, and all incidentals necessary to complete the work.
12.10 STORM SEWER INLET BOX AND MANHOLES
Storm sewer inlet boxes and manholes will be paid for at the unit price bid per each. The unit price bid shall include
furnishing and installing all materials, excavation, filling (except flowable fill), floor, connection to pipes, reinforcement,
forming, finishing, manhole rings and covers, and all incidentals necessary to complete the work.
12.11 HEADWALLS
Storm sewer headwalls will be paid for at the unit price bid per each. The unit price bid shall include furnishing and
L_ installing all materials, excavation, filling, reinforcement, forming, finishing, grates, and all incidentals necessary to
complete the work.
12.12 STORM SEWER PIPE
Measurement along the centerline of the pipe will be made of the actual length of pipe constructed, from face of structure
' to face of structure or to centerline of manhole, and will be paid for at the unit price bid for Storm Sewer. Depth of cut shall
be considered to be from the top of the adjacent grade stake to the flowline of the pipe. The unit price bid shall include
furnishing and installing all materials, pavement removal, excavation, filling, backfilling with compacted soil where
applicable, and all incidentals necessary to complete the work. Flowable fill will be paid for as a separate pay item.
12.13 EXTRA VERTICAL FEET OF MANHOLE
The actual constructed manhole will be measured from the top of the base to the top of the ring and cover. Any depth of
manhole exceeding 6 feet in depth will be paid for at the unit price bid for extra vertical feet of manhole. The unit price bid
shall include furnishing and installing all materials and all incidentals necessary to complete the work.
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12.14 CURB AND GUTTER REMOVAL
Measurement will be made of the linear feet of curb and gutter actually removed. Payment will be made at the unit price
bid per linear foot of curb and gutter removed. The contractor shall ensure that the Engineer has the opportunity to
measure the linear feet of curb and gutter prior to removal. If curb and gutter is removed without measurement by the
Engineer, no payment will be made for that removal. The unit price bid shall include sawing, hauling, labor and equipment,
and legal disposal for removal of the curb and gutter.
12.15 CONCRETE SLAB REMOVAL
Measurement will be made of the area in square feet of concrete slab actually removed. Payment will be made at the unit
price bid per square foot of concrete slab removed. The contractor shall ensure that the Street Superintendent has the
opportunity to measure the area of concrete slab prior to removal. If concrete slab is removed without measurement by
the Street Superintendent, no payment will be made for that removal. The unit price bid shall include sawing, breaking,
hauling, labor and equipment, and legal disposal for removal of the concrete slab.
12.16 2 SACK FLOWABLE FILL
Quantities of 2 sack flowable fill will be determined from tickets provided by the drivers of the delivery trucks.
Payment will be made at the unit price bid per cubic yard of in place 2 sack flowable fill. The unit price bid shall include
furnishing and placing the material and all incidentals necessary to complete the work.
12.17 ASPHALT PAVING
Measurement will be made of the area, in square yards, of asphalt paving actually constructed. Payment will be made at
the unit price bid per square yard. The unit price bid shall include furnishing and installing all materials, subgrade
preparation, construction of caliche or asphalt stabilized base as specified, excavation, filling, tack and prime coats, HMAC
surface, emulsion seal, and all incidentals necessary to complete the work.
12.18 ASPHALT PAVING REPAIR
Measurement will be made of the area, in square yards, of in place asphalt paving repair. Payment will be made at the
unit price bid per square yard of paving repair. The unit price bid shall include furnishing and placing all asphaltic
materials, sawing of existing paving edges, smoothing and preparation of the existing base, flowable fill if required, tack
and prime coats, compaction, and all incidentals necessary to complete the work.
12.19 EXCAVATION AND GRADING (OUTSIDE LIMITS OF CONSTRUCTION
Volume of excavation or fill, in cubic yards, will be determined by average end area method. Payment will be made at the t
unit price bid per cubic yard of completed excavation or fill. The unit price bid shall include all labor, equipment, and
incidentals necessary to excavate or fill the site to the grades established by Street Superintendent. No separate payment i
will be made for disposing of excess material.
12.20 DITCH GRADING AND UNPAVED STREET SURFACE GRADING
The volume of ditch grading, in cubic yards, will be determined by average end area method. Measurement will be made
of the area, in square yards, of completed surface grading of unpaved streets. Payment will be made at the unit price bid
per cubic yard of completed ditch grading per cubic yard, or surface grading per square yard. The unit price bid shall
include all labor, equipment, and incidentals necessary to grade ditches or surface grade unpaved streets to the grades
established by the Engineer. No separate payment will be made for disposing of excess material.
13.1 STANDARD DETAILS
Construction shall be in accordance with the following standard details unless otherwise indicated on plans, or
directed by the Street Superintendent. The 24 inch curb and gutter details shall be considered to be standard. 30 ;
inch curb and gutter details shall apply only if specifically indicated on plans or bid documents.
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STREET CROWN ELEVATIONS
PAVEMENT WIDTH FINISHED PAVING SURFACE
CURB FACE TO CURB FACE ABOVE GUTTER
24 feet
0.35 feet
26 feet
0.37 feet
28 feet
0.40 feet
30 feet
0.42 feet
32 feet
0.45 feet
36 feet
0.50 feet
42 feet
0.57 feet
46 feet
0.62 feet
52 feet
0.69 feet
64 feet
0.85 feet
66 feet
0.86 feet
86 feet
1.14 feet
88 feet
1.15 feet
All street paving shall incorporate a centerline crown at the listed elevation unless otherwise indicated on plans, or as
directed by the Street Superintendent. The widths listed above refer to the total proposed future full width of street.
14.1 SEAL COAT AND TWO -COURSE MAINTENANCE
The following paragraphs give the specifications on the various materials and applications to be used in seal coat and two -
course maintenance projects. All materials shall be subject to the approval of the Street Superintendent before use.
14.11 PREPARATION OF SURFACE
Before the seal coat operation is started, the Contractor will be required to patch all areas that have failed or raveled as
marked by the Street Superintendent. The City of Lubbock Street Department will sweep the streets before the sealing
and two -course operation is started.
14.2 ASPHALTS
i
Asphalts for use on this project shall comply with Texas State Highway Department Specifications, Item 300 including
revisions, and a certified copy of the test results will be furnished to the City.
14.21 ASPHALT HEATERS
Asphaltic material heating equipment shall be adequate to heat the amount of asphaltic material required to the desired
temperature. Asphaltic material may be heated by steam coils which shall be absolutely tight. Direct fire heating of
asphaltic materials will be permitted, provided the heater used is manufactured by a reputable concern and there is
positive circulation of the asphalt throughout the heater. Agitation with steam or air will not be permitted. The heating
apparatus shall be equipped with a recording thermometer with a 24-hour chart that will record the temperature of the
asphaltic material where it is the highest temperature.
All storage tanks, piping, retorts, booster tanks and distributors used in storing or handling asphalt shall be kept clean and
in good operating condition at all times, and they shall be operated in a manner that there will be no contamination of the
asphalt with foreign material. Asphalt is not to be heated above 2000 F at any time. The Street Superintendent will select
the temperature of application, and the Contractor shall apply the asphalt at a temperature within 15 degrees of the
temperature selected. All asphalt material heated above 2000 F will be rejected. Recirculating tank car heating equipment
shall be equipped with an approved type recording thermometer.
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I
After the first and second application of aggregate on the two -course, it will be thoroughly rolled with pneumatic rollers,
bladed, dragged and all thin spots spotted with extra aggregate, then rolled with an approved three -wheeled roller weighing
not less than ten (10) tons. Rolling shall be continued until the surface presents a smooth appearance.
Gutter edges shall be cleansed of aggregate before such application of asphalt and this aggregate will not be "ridged"
gPP pg
along the gutter edge but if placed back on the surface area shall be well scattered. There should be a slight excess of
aggregate on the surface after completion of the work specified above.
Care shall be taken in loading aggregate from the stockpiles to prevent petting dirt and other foreign matter into
aggregates. Loads of aggregate containing dirt will be reiected. _
14.33 REQUIRED ROLLING
The completed asphalt surface shall be broomed and rolled with pneumatic rollers immediately after the asphalt is covered
with aggregate. The entire surface that is sealed will receive one hour rolling for each 1000 S.Y., the same day that the
asphalt is applied. No back rolling will be permitted (unless a rain storm occurs during the day then that surface may be
rolled the next day). The City will assume maintenance on these streets the following day after the rolling has been
completed.
14.4 NIGHT WORK
Application of asphalt and aggregate at night shall be applied by the same methods as for daylight application, except that
all equipment that is to be used on the street after dark shall have sufficient lights in compliance with State vehicle code.
Additional lights will be required on the back end of the asphalt distributor, the aggregate spreader and at the aggregate
stock pile area. No night work will be authorized unless approved by the Street Superintendent
15.1 PATCHING AHEAD OF SEAL COAT OR TWO -COURSE MAINTENANCE
The black base, two sack flowable fill, and hot mix material to be used in patching ahead of the seal coat or two -course
maintenance shall be used at locations as directed by the Street Superintendent. No substitutions shall be permitted
without prior approval from the Street Superintendent. The areas to be patched shall be marked and measured by the
Street Superintendent. The area to be patched shall be barricaded, according to Texas Manuel for Uniform Control
Devices, at all times during patching operations; however, if the Street Superintendent permits, the patched area may be
opened to traffic prior to placing the final hot -mix surface. In that event, the Contractor shall taper the edges of the patch
with mix to minimize any bumps or inconvenience to traffic.
15.11 PATCHING WITH BLACK BASE
Patching shall include removing the existing surfacing, either three (3), six (6), or nine (9) inches of the existing base and
subgrade (as the Street Superintendent directs), and, if the sub -grade is unstable, it will be removed and replaced with
black base. The excavated base will then be replaced with asphalt stabilized base material (either three (3), six (6), or
nine (9) inches), as directed by the Street Superintendent, and compacted to 95% of design density. The surface course,
1 1/2" of hot mix, shall then be placed and rolled until the required density is obtained.
The edges of the patch shall be vertical and shall be tacked before placing the black base and the 1-1/2 inches of hot -mix.
All hot -mix edges will meet the grade of the existing surface.
15.12 PATCHING WITH 6" OF TWO SACK CEMENT FLOWABLE FILL
Same as above except six (6) inches of two (2) sack cement flowable fill will be used in lieu of six (6) inches of black base.
At all times the patching area will be barricaded according to Texas MUTCD. If open to traffic before the hot mix is placed,
the edges of the patch will be leveled up with mix to minimize bumps.
NOTE: Both black base and two sack flowable fill are anticipated being used, with locations of each type of
material to be directed by the Street Superintendent.
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15.13 PATCHING WITH 1-1/2" OF HOT -MIX
Same as "Patching with Black Base" except only the existing asphalt surface will be removed.
15.2 ASPHALTIC CONCRETE MILLING
This item consists of removing 1" - 2" (or as the Street Superintendent directs) of the existing asphaltic concrete surface
and replacing it with either a single course seal coat, a two course seal coat, or hot mix (as the Street Superintendent
directs). The material removed from the milled surface will remain remain the property of the City of Lubbock and shall be
stockpiled at a location as directed by the Street Superintendent.
The edges of the patch shall be vertical and shall be tacked before placing hot mix. The hot mix edges will meet the grade
of the existing surface.
16.1 HERBICIDES
Prior to the sealing operation, a herbicide shall be applied to the areas of the streets to be sealed where weeds and grass
are growing. This application shall be done far enough in advance, and at a rate, to insure the vegetation has carried the
herbicide to the roots of the plants before the application of the asphalt and rock. Locations shall be as directed by the
Street Superintendent.
The herbicide to be applied shall be a biodegradable surface acting liquid, such as "Roundup" or an approved equivalent.
Unless otherwise directed by the Street Superintendent, a soil sterilent shall not be used.
17.1 CLEANUP
Immediately after each application of asphalt, the Contractor shall clean, remove paper, piles of asphalt from manholes
and water valves, extra aggregate that is in the gutter, rubbish and temporary structures from the street, restore in an
acceptable manner all property, both public and private, which has been damaged during the prosecution of the work, and
leave the site of the work in a neat and presentable condition throughout. The cost of the "cleanup" shall be included as
part of the cost of the various items of work involved, and no direct compensation will be made for this work. This work
shall be done before final acceptance.
SPECIAL CONDITIONS
SPECIAL CONDITIONS
1. TIME AND ORDER FOR COMPLETION
The seal coat process covered by the contract documents shall be fully completed within 90 (NINETY) working days
from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder.
A. The patching, with locations and materials as designated by the City's representative, may begin as
soon as the Contractor receives the Notice to Proceed, and proceed until all designated locations are
completed.
B. The sealing and two -course application shall not begin until May 15, 2004, and shall be completed by
August 15, 2004. The Contractor shall pay to the owner $500.00 per day for each calendar day after
August 15, 2004, until completion of the sealing and two course application, as liquidated damages. No
credit will be given for bad weather days or other delays occuring before August 15, 2004. In the event it
is determined by the City that the progress of the work is not satisfactory, the City may direct the
Contractor to take such action as the City deems necessary to insure completion of the project within the
time specified.
2. CHANGES IN THE WORK
The Street Department may make changes in the scope of the work required to be performed by the Contractor
under the Contract or making additions thereto, or by omitting work therefrom, without involving the Contract, and
without relieving or releasing the Contractor from any of his obligations under the contract or any guarantee given by
him pursuant to the Contract provisions, and without affecting the validity of the guaranty bonds, and without
relieving or releasing the surety or sureties of said bonds. All such work shall be executed under the terms of the
original Contract unless it is expressly provided otherwise
Except for the purpose of affording protection against any emergency endangering health, life, limb or property, the
Contractor shall make no change in the materials used or in the specified manner of constructing and/or installing
the improvements or supply additional labor, services or materials beyond that actually required for the execution of
the contract, unless in pursuance of a written order from the local Public Agency authorizing the Contractor to
proceed with the change. No claim for an adjustment of the contract price will be valid unless so ordered.
If applicable unit prices are contained in the agreement (established as a result of either a unit price bid or a
Supplement Schedule of Unit Prices) the Street Department may order the Contractor to proceed with desired
changes in the work, the value of such changes to be determined by the measured quantities involved and the
applicable unit prices specified in the contract; provided that in case of a unit price contract the net value of all
changes does not increase or decrease the original total amount shown in the Agreement by more than twenty-five
(25%) percent.
SUPERINTENDENCE
The Superintendent and/or his assistants will not be allowed to serve two functions simultaneously, such operating
machinery and acting as Superintendent at the same time. The Superintendent must be free of individual
responsibilities to enable him to give the entire project his constant attention to facilitate the progress thereof.
4. PROSECUTION OF WORK
The Contractor will, before starting any work on any street, erect barricades and signs, or provide sufficient flagmen,
as approved by the Street Superintendent, to give notice to vehicular traffic. During the construction the Contractor
is to close to traffic streets as approved by the Street Superintendent.
At no time during the period of construction shall driveways and/or alleys be left impassable between the night hours
of 6 P.M. to 6 A.M. except during the construction of the curb and gutter for which the driveways and/or alleys shall
remain closed not more than 4 days including 72 hours for curing.
The Contractor will, during the progress of the work, erect and maintain for twenty-four hours a day such barricades
and warnings, as approved by the Street Superintendent, necessary to give notice to vehicular and pedestrian traffic
of any and all obstructions and insofar as possible keep the streets and/or alleys on which work is being done in a
passable condition. During the time the concrete is curing in the alleys and until it can be opened to traffic, the
10. SUBCONTRACTOR
The Contractor shall not award any work to any subcontractor without prior written approval of the Owner, which
approval will not be given until the Contractor submits to the Owner a written statement concerning the proposed
award to the subcontractor, which statement shall contain such information as the Owner may require.
The Contractor shall be as fully responsible to the Owner for the acts and omissions of his subcontractors, and of
persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly
employed by him.
The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind
subcontractors to the Contractor by the terms of the General Conditions and other contract documents insofar as
applicable to the work of subcontractors and to give the Contractor the same power as regard terminating any
subcontract that the Owner may exercise over the Contractor under any provision of the contract documents.
Nothing contained in this contract shall create any contractual relation between any subcontractor and the Owner
and said subcontractor will look exclusively to contractor for any payments due subcontractor.
11. UNDERGROUND UTILITIES
The Contractor's attention is directed to the fact that pipelines and other underground installations as may be shown
of the plans have been taken from the best available information. There may be other pipelines or installations.
The Contractor shall save harmless the City from any and all suits or claims resulting from damage by his
operations to any pipeline or underground installation.
It is the Contractor's responsibility, during the period of street construction, to insure that all utility cuts in the limits of
street construction have been properly backfilled, compacted and the top 6" inches backfilled with 2-sack concrete.
It is not the intent to require the Contractor to provide for the utility cut repair but for the individual utility company
making the cut to provide their own repairs.
In the case of a City underground installation, the Contractor may be required, at the Street Superintendent's option,
to repair the cut with 2-sack cement flowable fill stabilizer at the unit price bid.
12. PARTIAL PAYMENTS
On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for
partial payment. Owner's Representative shall review said application for partial payment and the progress of the
work made by the Contractor, and if found to be in order, shall prepare a certificate for partial payment showing as
completely as practical the total value of the work done by the Contractor up to and including the last day of the
preceding month. t
13. CORRECTION OF WORK AFTER FINAL PAYMENT
Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of responsibility
for faulty materials or workmanship, and he shall remedy and defects due thereto and pay for any damage to other
work resulting therefrom, which shall appear within a period of one (1) year from date of final acceptance of the
project. The Owner or the Owner's Representative shall give notice of observed defects with reasonable
promptness.
14. LABOR
The Contractor must abide by the Wage and Hour Laws of the State of Texas, or the U.S. Department of Labor, and
must not pay less than the rate legally prescribed or as set forth herein, whichever is higher.
Payment for time worked over forty -hours per week shall be made at one and one-half (1-1/2) times the above
prevailing rates. Payment for time worked on legal holidays shall be paid at one and one-half (1 1/2) times the
regular governing per diem wage rates.
Any laborer, workman or mechanic required or permitted to work in excess of eight (8) hours per calendar day,
under the emergency exceptions to House Bill No. 115 of the 44th Legislature invoked by HCR No. 201 of the 47th
Legislature shall be paid on the basis of eight (8) hours constituting a day's work.
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SITE WORK MEASUREMENT AND PAYMENT
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SITE WORK MEASUREMENT AND PAYMENT
GENERAL
The unit price bid on each item, as stated in the proposals, shall include furnishing all labor, superintendence,
machinery, equipment and materials, except materials specifically specified to be furnished by the Owner,
necessary or incidental to complete the various items of work in accordance with the plans and specifications.
Cost of work or materials shown on the plans or called for in the specifications and on which no separate
payment is made shall be included in the bid prices on the various pay items.
Item Numbers 1 AND 2 ASPHALT APPLIED FOR SEALING AND TWO -COURSE PURPOSES
Payment for this unit price bid shall be paid for the actual gallons used in the City's Primary Streets
Maintenance Program. This unit price shall be full compensation for furnishing, sweeping and applying
asphalt as described in Section 14 of the Specifications, and all manipulations, labor, tools equipment and
incidentals to complete the work herein specified.
Item Numbers 3 and 4 AGGREGATE FOR TWO -COURSE
Payment of this unit price bid shall be made for actual cubic yardage used in the process of sealing and two -
course. All gravel or crushed stone shall have a maximum of fifteen percent (15%) loss when tested by the (4)
four cycle Magnesium Sulfate Soundness Test (A.S.T.M. C-88). Crushed gravel shall have a minimum of 50
percent of the particles retained on the No. 4 sieve with more than one crushed face, as determined by Test
Method Tex. 413-A. The percent of flat or elongated slivers of stone or gravel, for any course, shall not exceed
25%, when tested in accordance with Test Method Tex 224-F. Final acceptance of the aggregate shall be
made only AFTER the material is in stockpile in the City of Lubbock. This payment being full compensation for
furnishing and placing all materials including spreading, brooming and rolling with pneumatic roller and all
necessary clean-up labor, tools, equipment and incidentals necessary for the completion of work as herein
specified.
Item Number 5. PATCHING WITH 3 INCHES OF BLACK BASE
Measurements shall be made of the actual area patched, and shall be paid for at the unit price bid per square
yard of patching. This unit price shall be full compensation for removal of asphalt, caliche base and any
subgrade that is soft or unstable and including tack coat, 3" of black base and 1-1/2" of type "C" Hot -Mix
including removal, haul and disposal of materials excavated, hauling, rolling, tamping and placing 1-1/2" of Hot -
Mix surface and all manipulations, labor, tools, equipment, traffic provisions, barricades, flagmen and other
incidentals necessary to complete the work as herein specified.
Item Number 6. PATCHING WITH 6 INCHES OF BLACK BASE
Measurements shall be made of the actual area patched, and shall be paid for at the unit price bid per square
yard of patching. This unit price shall be full compensation for removal of asphalt, caliche base and any
subgrade that is soft or unstable and including tack coat, 6" of black base and 1-1/2" of type "C" Hot -Mix
including removal, haul and disposal of materials excavated, hauling, rolling, tamping and placing 1-1/2" of Hot -
Mix surface and all manipulations, labor, tools, equipment, traffic provisions, barricades, flagmen and other
incidentals necessary to complete the work as herein specified.
Item Number 7. PATCHING WITH 9 INCHES OF BLACK BASE
Measurements shall be made of the actual area patched, and shall be paid for at the unit price bid per square
yard of patching. This unit price shall be full compensation for removal of asphalt, caliche base and any
subgrade that is soft or unstable and including tack coat, 9" of black base and 1 1/2" of Type "C" of Hot Mix
surface and all manipulations, labor, tools, equipment, traffic provisions, barricades,flagmen and other
incidentals necessary to complete the work as herein specified.
Item Number 8. PATCHING WITH 6 INCHES OF 2 SACK CEMENT FLOWABLE FILL STABILIZER
Measurement shall be made of the actual area patched, and shall be paid for at the unit price bid per cubic
yard of two sack cement stabilizer. This unit price shall be full compensation for removal of asphalt, caliche