I TOWN OF ADDISON I CONSTRUCTION SPECIFICATIONS AND CONTRACT DOCUMENTS For Sampling Manhole Construction Dallas North Tollway Between 􀁁􀁲􀁡􀁰􀁡􀁨􀁯􀁾Road and Trinity Mills (3 Locations)
II, ; II II 􀁉􀁾􀀠II --------:-----􀀭􀁾􀀭--_ ....,.. ----'------􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭• Freese and Nichols, Inc. • 1701 North Market Street, Suite 500 Dallas, Texas Freese
and NicholsOctober 15, 2004 M II II II II N 0 f •• 
TOWN OF ADDISON CONSTRUCTION SPECIFICATIONS AND CONTRACT DOCUMENTS For Sampling Manhole Construction Dallas North To1Jway Between Arapahoe Road and Trinity Mills (3 Locations) -----....,,W
N Freese and Nichols. Inc. 1701 North Market Street, Suite 500 Dallas, Texas October 15, 2004 Nicll'lols l; 
TABLE OF CONTENTS Section AB Advertisements for Bids Section IB Instruction to Bidders Section PF Proposal Form Section CA Contract Agreement Section PrB Performance Bond Section PyB
Payment Bond Section ME Maintenance Bond Section BP Contractor's Mfidavit of Bills Paid Section GP General Provisions Section SP Special Provisions Section WOL Waiver ofLien Section
T Technical Specifications Appendix Sample of Texas Sales Tax Exemption Certificate a "Standard Specifications for Public Works Construction, TIrird Edition, North Central Texas Council
of Governments (Separate document not furnished). TOC-l 
SECTIONAB ADVERTISEMENT FOR BIDS ,, AB-J 
SECTIONAB ADVERTISEMENT FOR BIDS 1. Sealed bids addressed to the Town of Addison, Texas, for the Construction of Sampling Manhole Improvements, for the Town of Addison, Texas, hereinafter
called "Town", in accordance with the plans, specifications and contract documents prepared by Freese and Nichols, Inc. will be received at the office of Shanna Sims, Budget and Procurement
Manager, Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00PM on Tnesday, the 8th day of Febrnary, 2005. Bids received by the appointed time will be opened and read aloud.
Any bids received after closing time will be returned unopened. 2. The contractor shall identify his bid on the outside. of the envelope by writing the words SAMPLING MANHOLE CONSTRUCTION
3. Bids shall be accompanied by a cashier's check or certified check upon a national or state bank in an amount not less than five percent (5%) of the total maximum bid price payable
without recourse to the Town of Addison, or a bid bond in the same amount from a surety surety company licensed by the State of Texas to act as a Surety, or a Binder ofInsurance executed
by a surety company licensed by the State of Texas to act as a surety or its authorized agent as a guarantee that the bidder will enter into a contract and execute a Performance Bond
within ten (10) business days after notice of award of contract to him. 4. Plans, specifications and bidding documents may be secured beginning at 8:00 AM on Friday the 21st day of January,
2005 from Shanna Sims, Budget and Procurement Manager; Finance Building, 5350 Belt Line Road, Addison, Texas. All bidding documents will be provided to the contractor in PDF format.
5. The right is reserved by the Mayor and the Town Council as the interest of the Town may require to reject any or all bids and to waive any informality in bids received. 6. The Bidder
(Proposer) must supply all the information required by the Proposal Form. 7. A Performance Bond, Labor and Material Payment Bond, and Maintenance Bond will be required by the Owner;
each Bond shall be in the amount of 1 00% of the total contract amount. Bonds shall be issued by a surety company licensed by the State of Texas to act as a Surety. The performance and
payment bonds shall name the Town of Addison as obligee (or such other entities as may be desiguated at the time a contract is executed). 8. For information on bidding or to secure bid
documents, call Sharma Sims, (972) 450-7089. Eor ,•information on the work to be performed, call J.R. Badddaker, P.E., Freese and Nichols, Inc, 214217-2232. 9. This project consists
of providing three sampling manholes, pavement repair and miscellaneous improvements as shown on the plans and in accordance with these specifications. 10. A Mandatorv Pre-Bid Meeting
will be held at 2:00 PM on Tuesday the 1st day of February, 2005 at the Addison Service Center, 16801 Westgrove Drive, Addison, Texas 75001, 972-450-2871. All bidders are required to
attend. Lack of attendance will be considered non: "!,. •• responsive and a bid will not be accepted from anyone not attending. 􀁾􀀩􀀺􀀠
i j SECTIONm INSTRUCTION TO BIDDERS ID-l 
I I \ SECTIONm INSTRUCTIONS TO BIDDERS A. PROJECT: Sampling Manhole Construction for the Town ofAddison. The bids will be evaluated as stated in Section "0" ofthe instructions to Bidders.
B. PROJECT DESCRIPTION: This project consists of construction of three sampling manholes, pavement repair, and miscellaneous concrete as shown on the plans and in accordance with these
specifications. C. PROPOSALS: Proposals must be in accordance with these instructions in order to receive consideration. D. DOCUMENTS: Documents include the Bidding Requirements, including
the Advertisement for Bids, these Instructions to Bidders, Proposal Forms, Contract Agreement, Performance Bond, Payment Bond, Maintenance Bond, Contractor's Affidavit of Bills Paid,
General Provisions, Special Provisions, Technical Specifications, Waiver ofLien, Drawings, and Addenda which may be issued by the Consultant during the bidding period. Bidding Documents
may be viewed and/or obtained under the terms and conditions set forth in the Advertisement Advertisement for Bids, Section AB ofthis Project Manual. E. EXAMINATION OF DOCUMENTS AND
SITE: Bidders shall carefully examine the Bidding Documents and the construction site to obtain first-hand knowledge of the scope and . the conditions of the Work, Each Contractor, Subcontractor
and Sub-subcontractor, by submitting a proposal to perfurm any portion of the Work, represents and warrants that he has examined the Drawings, Specifications (project Manual) and the
site of the Work, and from his own investigation has satisfied himself as to the scope, accessibility, nature and location of the Work; the character of the equipment and other fucilities
needed for the performance of the Work; the character and extent of other work to be performed; the local conditions; labor availability, practices and jurisdictions and other circumstances
that may., affect the perfunnance of the Work. No additional compensation will be allowed by the Owner for the failure of such Contractor, Subcontractor or Sub-subcontractor to to inform
himself as to conditions affecting the Work. A Mandatory Pre-Bid Meeting will be held at at 2:00 PM on Tuesday the lst day of February, 2005 at the Addison Service Center, 16801 Westgrove
Drive, Addison, Texas 75001, 972-450-2871. All bidders are required to attend. Lack of attendance will be considered non-responsive and a bid will not be acc.epted from anyone not attending.
'. F. INTERPRETATION OF DOCUMENTS: If any person contemplating submitting a bid, for the proposed Contract is in doubt as to the meaning of any part of the Drawings, Specifications (project
Manual) or other proposed Contract Documents, he may submit to the Consultant, not later than seven (7) calendar days prior to the date set for opening bids, a written request for an
interpretation or clarification. Bidders should act promptly and allowsufficient time for a reply to reach them before preparing their bids. Any interpretation or clarification will
be in the form of an Addendum duly issued. No alleged verbal interpretation or or ruling will be held binding upon the Owner. . '" G. SUBSTITUTIONS: Conditions governing the submission
of substitntions for specific materials, products, equipment and processes are in the Special Provisions, Requests for substitutions must be received by the Consultant seven (7) calendar
days prior to 􀁴􀁨􀁥􀁾􀀠established bid date. . m·2 
H. ADDENDA: Interpretations, clarifications, additions, deletions and modifications to the Documents during the bidding period will be issued in the form of Addenda and a copy of such
Addenda will be mailed, faxed or delivered to each person who has been issued a set of the Bidding Documents. Addenda will be a part ofthe Bidding Documents and the Contract Documents,
and receipt of them shall be acknowledged in the Bid Form. All such interpretations and supplemental instructions will be in the form of written addenda to the contract documents which,
ifissued, will be sent by telegram, certified or registered mail, or , ' hand delivered to all prospective bidders (at the respective addresses furnished for such purposes) not later
than three (3) calendar days prior to the date fixed for the opening of bids. If any bidder fails to acknowledge the receipt of such addenda in the space provided in the bid form, his
bid will nevertheless be construed as though the receipt of such addenda had been acknowledged. I. COMPLETION TIME: The completion time ofthe project will be set through the bidding
technique used in the Proposal Form. A more detailed explanation of the bidding technique is given in the Special Provisions. J. PREPARATION OF BIDS: Prices quoted shall include all
items of cost, expense, taxes, fees and charges incurred by, or arising out of, the performance ofthe work tO,be performed under the Contract. Bids shall be submitted in duplicate and
shall be signed in ink. Any bid on other than the required form will be considered informal and may be rejected. Erasures or other changes in a bid must be explained or noted over the
initials of the bidder. Bids containing any conditions, omissions, unexplained erasures and alterations, or irregularities of any kind may be rejected as informal. The prices should
be expressed in words and figures or they may be deemed informal and may be rejected. In case of discrepancy between the prices written in the bid and those given in the figures, the
price in writing will be considered as the bid. In the case of a discrepancy between a unit price and its extension, the unit price will govern. Failure to submit all requested information
will make a bid irregular and subject to rejection. Bids shall be signed with name typed or printed below signature, and, if a partnership, give full name of all partners. Where bidder
is a corporation, " bids must be signed with the legal name of the corporation followed by the name of the state of incorporation and the legal signature of an officer authorized to
bind the corporation to a contract, NOTE: A COMPUTER GENERATED PROPOSAL FORM MAY BE USED IN LIEU OF TIlE ,ENCLOSED FORMS. THE FORM SHALL BE 8 1/2" X 11" IN SIZE, AND WILL BE ATTACHED
TO TIlE PROPOSAL IN THE PROPER SECTION, AND WILL BE " MADE PART OF THE PROPOSAL AND CONTRACT DOCUMENTS. ' NOTE: SPREADSHEET OPTION IS FOR THE CONVENIENCE OF THE BIDl)ER, NO WORDING IN
TIlE SPREADSHEET SHALL MODIFY OR AMEND TIlE WORDING IN THE BID PROPOSAL OR PLANS. TIlE UNIT PRICE ON TIlE FORM SHALL BE TIlE PRICE OF THE ITEM, AND V ERRORS THAT MAYBE PRESENT IN TIlE
PRINTOUT WILL NOT BE RECOGNIZED AS AN OPPORTUNITY TO REVISE THE PROPOSAL. THE SUMMARY SHEET INCLUDED IN TIllS BID DOCUMENT SHALL BE UTILIZED FOR SUMMARIZING, THE BID. ' JB..3 
THE SPREAD SHEET SHALL PRESENT EACH ITEM IN THE ORDER AND NUMBER AS SHOWN IN THE CI1Y'S PROPOSAL AND BID SCHEDULE FOR THIS PROJECT. THE SPREAD SHEET SHALL BE IN A COLUMN FORMAT WITH
THE FOLLOWING COLUMNS: 1. ITEM NUMBER 2. DESCRlPTION & UNIT PRICE IN WORDS 3. UNIT OF MEASURE 4. UNIT PRICE 2. ESTIMATED QUANTI1Y 3. AMOUNT BID K. SUBMITTAL OF BIDS: Sealed proposals
will be received at the time, date and place stated in the Advertisement for Bids. Proposals shall be made on unaltered Proposal Forms furnished by the Consultant. Submit proposal in
an opaque, sealed envelope addressed to the Owner and plainly mark on the outside of the envelope the project name, and the name and address ofthe bidder. The envelopes shall be marked
with the following project names: SAMPLING MANHOLE CONSTRUCTION The Bid Bond must be completed and signed by each bidder and submitted with the bid. A separate bid must be submitted
for each discipline that a contractor wishes to be awarded. Submit Bids by mail or in person prior to the time for receiving bids set forth in the Advertisement for Bids issued by the
Town. L. MODIFICATION AND WITHDRAWAL OF BIDS: Prior to the time set for bid opening, bids may be withdrawn or modified. Bids may be modified only on the official bid form and .' must
be signed by a person legally empowered to bind the bidder. No bidder shall modifY, withdraw or cancel his bid or any part thereof for sixty (60) calendar days after the time agreed
upon. for the receipt ofbids. . M. DISQUALIFICATION: The Owner reserves the right to disqualifY proposals, bef6re or , after the opening, upon evidence of collusion with intent to defraud
or other illegal praCtices relating to this proposal upon the part ofthe bidder. N. SUBMISSION OF POST-BID INFORMATION: Upon notification of acceptimce, the selected bidder shall, within
five (5) calendar days, submit the following: 1. A designation of the portious of the Work proposed to be performed by the bidder with his own force,. '. '.j;, 2. A list of names of
the subcontractors or other persons or organizations, including those who are to furnish materials and equipment fabricated to a special design proposed for such portions of the Work
as may be designated in the! Bidding: Documents or as may be requested by the Consultant The bidder will be required to' IB-4 
establish to the satisfaetion of the Owner and the Consultant the reliability and responsibility ofthe proposed Subcontractors and suppliers to furnish and perform the Work. "0. AWARD:
'The Owner reserves the right to accept any or to reject any bids without compensation to bidders and to waive irregularities and informalities. 'The Consultant, in making his recommendation,
will consider the following elements: 1. Whether the bidder is a contraetor with experience in the type ofwork involved. 2. Whether the bidder has adequate plant, equipment and personnel
to perform the work properly and expeditiously. . 3. Whether the bidder has a suitable financial status and reputation for meeting obligations incident to work of the kind specified.
4. Whether the bidder has complied with the terms and conditions ofthe A +B bidding. Alternate items mayor may not be awarded. Addition or deletion ofother items or schedules will be
governed by NCTCOG, 3rd Edition, Item 1.37 "Change or Modification ofContract". P. EXECUTION EXECUTION OF THE CONTRACT: 'The successful bidder will be required to enter into a contract
with the Owner within ten (1 O) days ofnotice by the Owner that his bid has been accepted. Failure to enter into a contract within the established time limit shall be considered grounds
for forfeiture of the bid bond. Q. CONSTRUCTION SCHEDULE: It is the Owner's desire to have the project completed and operational in as short a time as possible. 'The number of calendar
days for completion of the project will begin with the date specified in the Notice to Proceed. The Notice to Proceed will be issued in a manner to mcilitate a smooth construction of
the project. 'The Contractor shall begin construction within five (5) calendar days of the issuance of the Notice to Proceed. R. COST PLUS TIME BIDDING: 'The time ofcompletion is ofthe
essence for this contract. .' A special bidding procedure will be used to detennine the successful bidder for this project. 'This procedure takes into account the price offerings from
the bidder and the time the bidder intends to complete the work. Details ofthis procedure are located in the Special Provisions. S. FORM OF CONTRACT: 'The contract for the construction
ofthe project will be drawn up by the Owner. A sample form ofagreement is included in the Contraet Agreement Section. T. BONDS: A Performance Bond, a Labor and Material Payment Bond
and a Maintenance Bond will be required by the Owner. 'The performance and payment bonds shall name theTown ofAddison, and others as directed by the Town, as joint obligees. _ Sample
forms have been included in the Perfon:p.ance Bond, Payment Bond and Maintenance Bond":sections. (Contractor shall confirm the legal names ofobligees prior to execution ofBonds.) U.
-BID SECURITY: Bids shall be accompanied by a cashier's check or certified check upon a national or state bank in an amount not less than five percent (5%) ofthe total maximuin bid ,.
price payable without recourse to the ToWIi. of Addison, or a bid bond in the same amount >:, from a surety company licensed to do business in the State of Texas as a guarantee that
the bidder will enter into !\ contract and execute a Performance Bond and Payment Bond within ten (1 O) calendar days after notice of award ofcontract to him. Such checks or bid bonds
wilt be returned to all except the three lowest bidders within three (3) days after the opening of bids, and the remaining checks or bid bonds will be returned promptly after the OWner
has IB-5 
made an award of contract, or, if no award has been made within thirty (30) calendar days after the date of the opening of bids, upon demand of the bidder at any time thereafter, so
long as he has not been notified of the acceptance ofhis bid. V. RESOLUTIONS: If the bidder is a corporation, a copy of the resolution empowering the person submitting the bid to bind
the bidder must be included with the bid. W. CONSTRUCfION STAKING: Construction staking and re-staking will not be provided by the Owner. Benchmarks and Horizontal Control are shown
on the plans. There is no separate bid item for staking, therefore, the contractor must include value for staking in the various bid items as subsidiary to the contract. Any staking
or re-staking that is required shall be the responsibility ofthe Contractor and shall be at no cost to the Owner. X. FINAL PAYMENT: The general provisions for Final Payment shall be
as stated in Item 1.51.4 of the North Central Texas Standard Specifications for Public Works Construction (3rd 3rd Edition) including all Amendments and Additions. Prior to final payment
the Contractor shall provide the Owner with the following items: 1. A Contractor's Affidavit ofBills Paid in accordance with Section BP. 2. A Consent of Surety Company to Final Payment.
3. A complete set of record plans which indicate all construction variations from the original construction documents in accordance with Item 5 ofthe Special Provisions. 4. A two (2)
year Maintenance Bond in accordance with Section MB. Y. PREVAILING WAGE RATES: Wage rates paid on this project shall not be less than specified in the schedule of general prevailing
rates of per diem wages as attached in the Special Provisions. .. z. PRIORITY OF CONTRACT DOCUMENTS: In case of conflict between contract documents, priority of interpretation shall
be in the following order: signed agreement, performance and payment bonds, proposal, special provisions (or conditions), technical specifications, general provisions, advertisement
for bids, project drawings, Standard Specifications for Public Works Construction -North Central Texas(3rrl Edition); 􀁓􀁴􀁾􀁤􀁡􀁲􀁤􀀠Drawings. This priority list shall take precedence
over item 105.1.1 of the NCfCOG standard specifications. '1\. 'h.'; ffi-6 
SECTIONPF PROPOSAL FORM . 1 I ;-; PF-lof8 
SECTIONPF PROPOSAL FORM _____-',20_ TO: The Honorable Mayor and Town Council Town ofAddison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications and contract
dOClllllents, and the location of the proposed work, and being fully advised as to the extent and character ofthe work, proposes to furnish all equipment and to perform labor and work
necessary for completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: Signed By: _____________ ACKNOWLEDGEMENT
OF ADDENDA: The Bidder acknowledges receipt ofthe following addenda: Addendum No.1 Dated: _________ Addendum No.2 Dated: ___________ Addendum No. 3 Dated: ________________ Addendum No.4
Dated: _________________ Addendum No.5 Dated: __________________ Addendum No.6 Dated: __________________ PF-2 of 8 
PROPOSAL FORM Place ______________ Dme _______________ Proposal of___________________________--" a Corporation organized and existing under the laws ofthe State of_______________ OR
Proposal of___________________________􀁾􀀠a partnership consisting and ________________________________ OR Proposalof _____________________________-' an individual trading as ____________
OR Proposal a Joint Venture consisting of________________________ and ________􀁾􀀠TO: Town of Addison, Texas Sealed bids addressed to the Town of Addison, Texas, for Sampling Manhole
Construction for the Town of Addison, Texas, hereinafter called "Town", in accordance with the plans, specifications and contract documents prepared by Freese and Nichols, Inc., will
be received at the office of shaima < , Sims, Budget and Procurement Manager, Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00 PM on Tuesday, tbe 8tb day of February,
2005. Bids received by the appointed time will be opened and read aloud. Any bids received after stated stated time will be returned unopened. The undersigned Bidder, having visited
the site of the 􀁷􀁯􀁲􀁾􀀠having examined the Plans, Specifications, and other Contract Documents, including all Addenda, and being familiar with all of the conditions relming to the
proposed project, hereby proposes to furnish all material, supplies, equipment, and appliances specified for the project and to furnish all labor, to'ols, equipment and incidentals to
complete the work in accordance with the Specifications, and other Contract Documents at and for the unit prices proposed herein: PF-3 of 8 
The undersigned Bidder agrees that this bid may not be withdrawn for a period ofsixty (60) days after the opening ofthe bids. In submitting this bid, it is understood by the undersigned
Bidder that the right is reserved by the Town ofAddison to reject any and all bids. Name ofBidder 􀁂􀁹􀀺􀁾􀁾__________________________________________________ (Signature) (print Name
and Title) Wimess: __________________________________________________________ (Signature) (Office Address ofBidder) Bidder's Tax LD. No. or Employer No. SEAL (IfBidder is a Corporation)
NOTES: Sign in ink. Do not detach. .' ,, PF-4 of 8 
UTILITY QUANTITIES Sampling Manhole Construction ICoomP'lete in Place. for the Sum of 1----------------------------"."'.'. and ICa'mplete in Place. for the Sum of I______________􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀧􀁾..."·and 1______________________ Cents per unn Ic<,mp.lete in Place. for1he Sum of I_____________________􀁾􀀭􀀭􀀧􀀬􀀢􀂷􀀢..·and 1____________________ Cents per unit ICe'mplete in
Place. for 1he Sum of 1_________________________'N''''''and 1_______􀁾____________ Cents per unll ICo,mplete in Place. for the Sum of I____________________􀁾􀀭􀀧􀀬􀀢􀂷􀂷􀀬􀀮􀂷􀁡􀁮􀁤􀀠1_______________
_____ Cents per unn Complete in Place. for the Sum of I_______________________---'Dollars and 1____________________ Cents porUM 􀁾􀁾􀁵􀁾􀁪􀁾􀁾􀁩􀁬􀁾􀁾􀁾􀁾􀀠􀁾􀁾􀁾􀁾􀁾􀁾􀀠Complete in
Place. for the Sum of , Dollars and Cents per unit , ." '-' " PF-5 of 8 
UTILITY QUANTITIES Sampling Manhole Construction IComplete in Place, for the Sum of I 1 ______________________􀁾􀀭􀀭􀂷􀀬􀀢􀀬􀀬􀀬..·and _______________________ Cents per unil TOTAL AMOUNT
BID FOR MATERIALS AND SERVICES, SCHEDULE I,ITEMS 161 􀁔􀁈􀁒􀁏􀁕􀁇􀁈􀀱􀁾􀁉􀁎􀁃􀁌􀁕􀁓􀁗􀁅􀀠$-"'------PF-6 of8 
SAMPLING MANHOLE CONSTRUCTION BID SCHEDULE SUMMARY Base Bid Bid Schedule & Description Total Amount Malerials & Services I. Utility Improvements $------------------------TOTAL BID =TOTAL
OF STANDARD BID (A): $ ____________ WRITTEN INWORDS: ___________________________________ TOTAL OF TIME BID: (Calendar Days) TOTAL OF CALENDAR DAYS x $250 (B): BASIS FOR COMPARISON OF
BIDS: (A) + (B) =TOTAL BID: .' WRITTEN INWORDS: ___________________________ '.' NOTES' 1, All items, tabor, materials, equipment, facilities, incidentals, and work required for construction
of the project are to be provided and installed by the Contractor as part of the project and p;;Yment for the cost of such shall be included in the price bid for the construction ofthe
projecl 2. Prices must be shown in words and ligures for each item listed in this proposal. In the event of discrepancy, the words shall 'control. 􀁾..􀁾􀀠 PF·7 of 8· Summary 
3. It is understood the the Bid Security shall be collected and retained by the Owner as liquidated damages in the event a contract is made by the Owner based on this proposal Within
ninety (90) calendar days after receiving bids and the undersigned fails to execute the contract and required bonds within ten (10) days from the date the Contractor is notified and
has received the conformed documents. After this period, if the contract has been executed and the required bonds have been submitted, the said Bid Security shall be returned to the
undersigned upon demand. 4. One contract will be awarded based on the total value of ttem I (A) plus (B). Bidder's Tax I.D. No. or Employer No. .' '.' 
SECTIONCA CONTRACT AGREEMENT ., . -, CA-I 
i SECTIONCA CONTRACT AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this __ day of 􀁟􀁾􀀺􀀺􀀭􀀬􀀭􀀭􀀭􀀽􀀬􀀭􀀭􀀭􀀧􀀠20--, by and between the Town ofAddison,
of the County ofDallas and State ofTexas, acting through its Mayor or City Manager, thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and , of
the City of , County of , State of , Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETIf: That for and in consideration of the payment and agreement hereinafter mentioned,
to be made and performed by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction of certain improvements as follows: Sampling Manhole
Construction and all extra work in connection therewith, under the terms as stated in the General and Specific Provisions of the AGREEMENT; and at his own proper cost and expense to
furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction, in
accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids. Instructions to Bidders, General Provisions. Special
Provisions. Plans, and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto, as prepared by i)le OWNER, each of which
has been identified by the endorsement of the CONTRACTOR and the OWNER thereon, together with the CONTRACTOR's written Proposal and the General Provisions, all of which are made a part
hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within ten (10) calendar days after the date of written notice to
do so has been given to him, and to complete all-work within the number of days he bid (Calendar Days "B") in the proposal after he commences work, subject to such extensions or reductions
of time time as are provided by these Contract Documents. The OWNER agrees to pay the CONTRACTOR $ in current funds for the performance of the Contract in accordance with the Proposal
submitted thereof, CA-2 " 􀁾􀁩􀀠
subject to additions and deductions, as provided in the General Provisions, and to make payments of account thereof as provided therein. IN WITNESS THEREOF, the parties ofthese presents
have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON ATTEST: (OWNER) By:________ City Secretary Party ofthe Second Part (CONTRACTOR) ATTEST: By:____________
The following to be executed ifthe CONTRACTOR is a corporation: I, ,certify that I am the secretary of the corporation named as CONTRACTOR herein; that , who signed this Contract on
behalf of the CONTRACTOR is the of said corporation; that said Sampling Manhole Construction Contract was duly signed for and in behalf of said corporation by authority of its governing
body, and is within the scope. of its corporate powers. ..•Signed:____________ Corporate Seal CA-3 
SECTIONPrB PERFORMANCE BOND ." PrB-l 
SECTIONPrB PERFORMANCE BOND STATE OF TEXAS COUNTY OF DALLAS Date Bond Executed: _________ 􀁐􀁒􀁉􀁎􀁃􀁾􀁁􀁌􀀺______________________________ SURETY:_____________________________________________
PENAL SUM OF BOND (express in words and figures): _____________ DATE OF CONTRACT: _____________________________ KNOW ALL MEN BY THESEPRESENTS, that we, the 􀁐􀁒􀁉􀁎􀁃􀁾AL and SURETY above named, are held finnly bound unto The Town of Addison, Texas, hereinafter called the OWNER, in the penal snm ofthe amount stated
above, for the payment ofwhlch snm and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE
CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas the 􀁐􀁒􀁉􀁎􀁃􀁾􀁁􀁌􀀠entered into a certain Contract with the OWNER, numbered and dated as shown above and attached hereto; . "
NOW THEREFORE, if the 􀁐􀁒􀁉􀁎􀁃􀁾AL shall well and truly perform and fulfill <ill the 􀀧􀁾􀀠undertakings, covenants, terms, conditions and agreements of said Contract during the original
term of said Contract and any extension thereof that may be granted by the OWNER, with or without notice to the SURETY, and during the life of any guaranty required under the Contract,
and shall also well and truly perform and fulfill all the undertakings, covenants, terms, Cbnditions and agreements of any and all duly authorized modifications of said Contract that
may hereafter be made, notice of whlch modifications of said SURETY being hereby waived, then, tills obligation to be void, otherwise in full force and effect. PrB-2 
------------------------IN Wl1NESS WHEREOF, the above-bounden parties have executed this instnnnent under their several seals on the date indicated above, the name and corporate seal
of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority ofits governing body. SEAL CONTRACTOR By: Address:
____________________ Wl1NESS _____ SEAL ATTEST: ____________ SURETY By: ___________________ Address: Title: _________________ (Surety to Attach Power ofAttorney) CERTIFICATE AS TO CORPORATE
PRINCIPAL 1, , certiJY that I am the secretary of the corporation named as PRINCIPAL in the within bond that • who signed the said bond on behalf ofthe PRINCIPAL, is the said corporation;
that I know his signature, and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authOljty of its governing
body. ,• (Corporate Seal) PrB-3 
I SECTIONPyB PAYMENT BOND ,• PyB-l I 
SECTIONPyB PAYMENT BOND STATE OF TEXAS COUNTY OF DALLAS Date Bond Executed: _________ PRINCIPAL:________________________ SURETY:____________________________ PENAL SUM OF BOND (express
in words and figures): _____________ DATEOFCONTRACT: _______________________ KNOW ALL MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held finnly bound unto
The Town ofAddison, Texas, hereinafter called the OWNER, in the penal sum ofthe amount stated above, for the payment ofwhich sum and truly tc be made, , we bind ourselves, our heirs,
executors, administrators and successors, jointly and severally, ' firmly by these presents, THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCIPAL entered into a certain
Contract with the OWNER, numbered and dated as shown above and attached hereto; " ( • NOW THEREFORE, ifthe PRINCIPAL shall promptly make payment to all persons supplying . labor and
materials in the prosecution ofthe work provided for in said Contract, and ariy and all' duly authorized modifications of said Contract that may hereafter be made, notice of which modifications
tc the SURETY being hereby waived, then this obligation to be void, otJ1&wise to remain in full force and effect. ,I PyB-2 
IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority ofits governing body, SEAL CONTRACTOR By: ____________________ Address: WITNESS
_____ , I i SEAL ATTEST: __________ . SURETY By: _____________ Address: Title: __________ (Surety to Attach Power ofAttorney) CERTIFICATE AS TO CORPORATE PRINCIPAL " '.' .., I I, , certify
that I am the secretary of the corporation named as J PRINCIPAL in the within bond that , who signed' the said bond on behalf ofthe PRINCIPAL, is the sa:id corporation; that I know his
signature, and his signature thereto is genuine; and that Said bond was duIy signed, sealed and attested for and in behalf of said corporation by authority of its governing body, (Corporate
Seal) PyB-3 
SECTIONMB MAINTENANCE BOND STATE OF TEXAS COUNTY OF DALLAS That ______________ as principal and ____________ ____and ______ _____--', a corporation organized under the laws ____________as
sureties, said sureties being authorized to do business in the State of Texas, do hereby expressly acknowledge themselves to be held and bound to pay unto the Town of Addison, Texas,
a duly incorporated home rule municipal corporation under the laws ofthe State ofTexas, the sum of ($______􀁾􀀩􀀠for the payment ofwruch sum will and truly to be made unto said Town
of Addison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly and severally_ This obligation is conditioned, however, that
whereas said: has this day entered into a written contract with the said Town of Addison to build and construct the . MB-2 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herein. WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done and performed
for a period of two (2) years from the date ofacceptance, and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and perform
all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking of the same caused by the said Contractor
in laying or building the same, or on account of any defect arising in any of said part of said work laid or constructed by the said Contractor, or on account of improper excavation
or backfilling; it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor perforriJ.ed by the
said Contractor; and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against the said Contractor
and sureties on this obligation. and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's fuilure on its part
to comply with the terms of the said provisions of said contract; planting materials (trees, shrubs, groond cover, grasses and perenuials) and the completed irrigation system will be
warranted for one (1) year from the time of final completion and acceptance by the Town ofAddison. NOW THEREFORE, if the said Contractor shall keep and perfonn its said agreement to
maintain said work and keep the same in repair for the said maintenance period oftwo (2) years, as provided, then these presents shall be null and void and have no further effect; but
if default shall be made by the said Contractor in the performance ofits contraet to so maintain and repair said work, then these presents shall have full force and effect, and said
Town of Addison shall have and recover from the Contractor and its sureties damages in the preruises, as provided, and it is further understood and agreed that this obligation shall
be a continuing one against the principal and sureties hereon and that successive recoveries may be had hereon for successive breaches until the full amount shall have been exhausted;
and it is further understood that 􀁾􀀠•• obligation herein to maintain said work shall continue throughout said maintenance period, and the same sh3J:l not be changed, diminished, or
in any manner affected from any cause d)lring said time. i I MB-3 
IN WITNESS WHEREOF, the said ___________has caused these presents to be executed by . and the said has hereunto set his hand this the __day of___--", 20_" SURETY PRJNCIPAL By: By: 􀀺􀀭􀀭􀁟􀁾􀁟􀀽􀁟􀀭�
�􀀭􀀭􀂭 Attorney in Fact ) , ArrEST 􀁂􀁹􀀺􀀭􀀮􀁾􀁾_____________ Surety Secretary Agency and Address NOTE: Date ofMaintenance Bond must not be prior to date of Contract. MB4 
SECTIONBP CONTRACTOR'S AFFIDAVIT OF BILLS PAID .' BP-I 
SECTIONBP CONTRACTOR'S AFFIDAVIT OF BILLS PAID STATE OF TEXAS COUNTY OF DALLAS Personally, before me the undersigned authority, on this day appeared who, being duly sworn, on oath, says
that he is a legal representative of_-;;-:o ____--:-___:(full name ofContractor as in contract) and that the contract for the construction ofthe project, designated as (project No,)
has been satismetorily completed and that all bills for materials, apparatus, fixtures, machinery and labor used in eonnection with the construction of this project have, to the best
of my knowledge and belief, been fully paid. Signature " Title Sworn to and subscribed before me this day of__-" 20_, Notary Publie in and for _________COunty,Texas BP-2 
Instructions: If the contractor is an individual, he shall sign the affidavit. If the contractor is a partnership, any partner may sign the affidavit. If the contractor is a corporation,
,a person authorized by the by-laws or by the Board of Directors shall sign the affidavit. If the Contractor is a joint-venture of individuals, any of the individuals may sign the affidavit.
If the Contractor is a joint-venture ofpartnerships, or of individuals and partnerships, the affidavit may be signed by the individual or any partner of any partnership. Ifthe contractor
is a joint-venture in which a corporation is a party, separate affidavits must be executed in the name of the joint-venture: one by each corporation and one by each individual or partnership.
Signatures for corporations should be by a duly authorized officer. If signature is by another, a showing of authority to sign must accompany the affidavit. .' BP-3 
SECTIONGP GENERAL PROVISIONS '.' f • GP-l 
GENERAL PROVISIONS 1. The General Provisions of the Contract shall be as stated in the Standard Specifications fur Public Work Construction, North Central Texas Council ofGovernments
(4tli Edition, 2002), under Division 100, "General Provisions", Items 1 0 I through 109 inclusive, as amended or supplemented and except as modified by the Special Provisions. 2. The
Town ofAddison will require the contractor to obtain "Umbrella" Liability Insurance, as described in 1 03.4.3 of the Standard Specifications for Public Work Construction, North Central
Texas Council of Governments (3th Edition, 2002), under Division 100, "General Provisions". , ' , GP-2 
SECTIONSP SPECIAL PROVISIONS ." 
TABLE OF CONTENTS SECTIONSP SPECIAL PROVISIONS I i 1. Owner ................................................................................................................................SP·4
2. Engineer ............................................................................................................................SP-4 3. Fonns, Plans and Specifications .......................
...............................................................SP·4 4. Copies ofPlans Furnished ...............................................................................................SP-4
S. Product Record Documents ......................................................................................... SP·4-S 6. Horizontal and Vertical Survey Control ................................
......................................... SP·S 7. Permits, Licenses and Regulations ..................................................................................SP-5 8. Rcference
Specifications .................................................................................................. SP-S 9. Review of Work ..............................................................
.................................................SP-6 10. Inspection ..........................................................................................................................SP-6
11. Scope ofWork ..................................................................................................................SP-6 12. Property Lines and Monuments ..............................
........................................................SP-6 13. Discrepancies ....................................................................................................................SP·6
14. Time Allotted for Completion ......................................................................................... SP-7·· IS. Existing Structures .............................................
.............................................................SP-7 16. Existing Utilities and Service Lines ................................................................................SP-7
17. Public Utilities and Otber Property to be Changed ..................................................... : ..SP-7 • 18. Lights and Power ...........................................................
........................................... ; ... :;;SP-7 '", 19. Permits and Rights-of-Way ............................................................................................
;.SP· 7 20. Preconstruction Conference ............................................................................................SP-8 21. Addenda ...................................................
........................................................................SP-8 22. Water for Construction ............................................................................................
: ....... SP-8 23. Excavation .....................................................................................................................i..SP-8 1:;: 24. Contractor's Bid ..................
........................................................................................... SP-8 2S. Owner's Status ...................................................................................
.............................SP-8 26. Owner's Decisions ................................................................................................􀁾􀀺􀀺􀀬......SP-9 SP·2 
, . 27. Lands for Work .............................................................................................................SP-9 28. Cleaning Up ..............................................
....................................................................SP-9 29. A ward and Execution of Contract ..............................................................................
SP-9 30. Explanation ofContract Time ...................................................................................... SP-I 0 31. Use of Explosives ..............................................
..........................................................SP-12 32. Project Maintenance ...................................................................................................
SP-12 33. Disposal ofWaste and Surplus Excavation ............................................................... SP·12 34. Removals, Adjustments and Replacements ....................................
...........................SP-12 35. Town ofAddison Approval ........................................................................................SP-12 36. Traffic Control ........................
.....................................................................................SP-13 37. Certification ..........................................................................................
....................... SP· 13 38. Final Acceptance ofWork ..........................................................................................SP-13 39. Work Area ..............................
......................................................................................SP-13 40. Contractor's Affidavit ofBills Paid ...................................................................
........SP-13 41. Pay Items ...................................................................................................................... SP-13 42. Samples and Test of Materials
.....................................................................................SP-13 43. Lime Treatment .........................................................................................
.................SP-14 44. Compliance with General Rules and Laws ..............................................................SP-14 45. Compliance with hnmigration Laws ............................
..........._...._....................._______ .SP-14 .' 46. Resolution of Disputes ...............................................................................................SP-14
47. General Sequence of Construction ..__....__................................................................. SP-14 48. Construction Staking .......................................................
...........................................Sr-15 49. Geotechnical Information ............................................... , ........................................... SP.-15 50.
Grass Repair ............................................................................................................. , .. SP-􀁾6 , 51. Irrigation and Sprinkler Repair ..........................
.........................................................SP-16 52. Workers' Compensation Insurance Coverage ...................................................... : .. SP-16 53. Coordination
Between Contractors ......................................................................... :.SP-19 54. Restricted Work Hours .......................................................................
........................ Sl"-19 55. Prevailing Wage Rates ........... , .................................................................................. SP-19 56. Modifications to
NCTCOG Standard Specifications .......................................... ; ..... SP-19 , 57...Dallas Water Utilities Standards .......................................................................
...... : ..;:;P.:2Q SP·3 
i -.! SECTIONSP SPECIAL PROVISIONS 1. OWNER The Town of Addison, herein referred to as Owner, party ofthe First Part of these Contract Documents, or as may be otherwise established through
assignment of the contract. 2. ENGINEER Freese and Nichols, Inc., Engineer of the Owner, or other representative as may be authorized by said Owner to actin any particular position.
3. FORMS, PLANS AND SPECIFICATIONS Forms of Proposal, Contract, Bonds and Plans may be obtained from the office of Ms. Minok Sub, Purchasing Coordinator, Finance Building, 5350 Belt
Line Road, Addison, Texas, (972) 450-7091. 4. COPIES OF PLANS FURNISHED Three (3) sets of Plans shall be furnished to the Contractor, at no charge, for construction purposes. Additional
copies may be obtained at cost ofreproduction upon request. 5. PRODUCT RECORD DOCUMENTS .< Maintenance of Documents. The Contractor shall maintain at the job site one record copy of
the Contract Drawings, Specifications, Shop Drawings, Change Orders, other modification to the Contract, field test records and other documents submitted by Contractor in compliance
with specification requirements. These documents shall be. maintained at the job site apart from documents used for construction. These documents are not to be used for construction
purposes. The documents shall be maintained m; clean;, legible condition. The documents shall be made available at all times for inspectiOIfby the . Owner. Recording. Each document shall
be labeled Project Record Copy in 2-inch high printed letters. The record documents shall be kept current. No work shall be covered urttil required information has been recorded. Contract
Drawings. The appropriate drawing shall be legibly marked to record; where applicable: :. 'i a. Horizontal and vertical location of underground utilities and appurtenances referenced
to permanent surface improvements. b. Field changes of dimension and detail made during construction 􀁰􀁲􀁯􀁣􀁥􀁳􀁳􀁾. i SP-4 
I c. Changes made by Change Order or Supplemental Agreement. d. Details not on original Contract Drawings. e. Manufacturer, trade mrme, catalog number and supplier of each product and
item of equipment actually installed. £ Changes made by Change Order or Supplemental Agreement. g. Other matters not originally specified. Shop Drawing. The Contractor shall maintain
the Shop Drawings as record drawings and legibly annotate shop drawings to record changes made after review. A red felt-tip marking pen shall be used for all recording. Submittal. At
the completion of the project, the Contractor shall deliver record drawings to the Owner. The transmittal letter shall be accompanied, in duplicate, with: a. Date, project title and
number. b. Contractor's mrme and address. c. Title and number ofeach record document. d. Certification that each document as submitted is complete, accurate, and ill accordance with
the plans and specifications. e. Signature ofContractor or his authorized representative. 6. HORIZONTAL AND VERTICAL SURVEY CONTROL The Contractor will be responsible for horizontal
and vertical survey control for this project. Benchmarks and alignment centerline coordinates are provided on the plans. 7. PERMITS. LICENSES. AND REGULATIONS " Permits and licenses
of a temporary nature necessary for the prosecution of the Work shall be. secured and paid for by the Contractor. Permits, licenses and easements for perinanenf. structures or permanent
changes in existing facilities shall be secured and paid. for by t\1e:' Owner, unless otherwise specified. If the Contractor observes that the Drawings and, Specifications are at variance
therewith, he shall promptly notify the Engineer in writing, and any necessary changes shall be adjusted as provided in the Contract for changes in·Work. The Contractor shall comply
with all federal, state and local laws, rules and regulations of every ki'nd and nature applicable to the performance ofits Work hereunder, and shall hold'the Owner harm.Iess therefrOm.
8. REFERENCE SPECIFICATIONS Where reference is made to specifications compiled by others, such are hereby made a part ,of these Specifications. . . SP·5 
9. REVIEW OF WORK The Owner and his representatives shall have the right to review the Work while such Work is in progress to ascertain that the Work is being accomplished in compliance
with the standards and requirements set forth in the Contract Documents. It is also contemplated that similar review will be conducted by governmental inspectors. Notwithstanding such
review, the Contractor will be held responsible for the finished Work, and any acceptance of the Work by the Owner or governmental agencies will not relieve the Contractor from responsibility
for the Work. The Owner reserves the right to place full-time construction inspectors at the site of the Work. The Owner and his representatives shall at all times have access to the
Work whenever it is in preparation or progress, and the Contractor shall provide proper facilities for such access, and for review. If the Specifications, the Owner's instructions, laws,
ordinances, or any public authority require any Work to be specially tested, the Contractor shall give the Owner timely notice of its readiness for testing, and if the testing is by
an authority other than the Owner, of the date fixed for such testing, Tests by the Owner shall be made promptly, and where practicable at the source ofsupply, Re-examination of any
Work may be ordered by the Owner, and, if so ordered, the Work must be uncovered by the Contractor. The cost of this will be the Contractor's expense and shall not be paid for by the
Town ofAddison. 10. INSPECTION Notwithstanding the foregoing, the Town of Addison reserves the right to inspect, test, measure or verifY the construction work for this project as the
Town deems necessary. 11. SCOPE OF WORK The Work for this Project consists of furnishing all materials, labor, equipment, tools and incidentals necessary to construct, in accordance
with the Plans and Specifications, the proposed improvements for Sampling Manhole Construction .12. PROPERTY LINES AND MONUMENTS ',' ( • All property corners, control monumentations,
construction and survey stakes and marks shall-: be carefully preserved by the Contractor, and in case of careless destruction or removal by: Contractor or his employees, sucb stakes
or marks shall be replaced at the Contractor's expense' as required by the Owner. ' 13. DISCREPANCIES If the Contractor, in the course of the Work, finds any discrepancy between the
90ntract Documents and the physical conditions of the locality, or any errors or omissions in drawings", or in the layout as given by survey points and instructions, or if it appears
that any Plan, Specification or other Contract Document is or may be not in compliance with any building code or other requirement of any goverarnental body, he shall immediately inform
the 0wJ!er in writing, and the Owner shall promptly verifY the same. Any Work 􀁤􀁯􀁮􀁾􀀺􀀠after such discovery, until authorized, will be done at the Contractor's risk. ' i I SP-6 
14. TIME ALLOTTED FOR COMPLETION All items ofWork included under these contracts shall be completed within the time stipulated in the Proposal Fonn. The time shall commence on the date
specified in the Notice to Proceed. The Notice to Proceed shall consist of a written order by the Owner for the Contractor to proceed with construction ofthe Project. 15. EXISTING STRUCTURES
The Plans show the location of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans,
or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additiooal compensation or extra work or for
increasing the pay quantities in any manner whatsoever, unless the obstruction encountered is such as to necessitate changes in the lines or grades, or require the building of special
work, provisions for which are not made in the Plans and Proposal, in which case the provisions in these Specifications for extra work shall apply. 16. EXISTING UTILITIES AND SERVICE
LINES The Contractor shall contact all the utility companies which have facilities in the vicinity of the proposed improvements to confinn the horizontal and vertical locations of their
respective facilities prior to commencing work. Where a conflict with the proposed improvements is encountered, the Contractor shall notify the Engineer immediately prior to proceeding
with the work. The Contractor shall be responsible for the protection of all existing utilities or service lines crossed or exposed by his construction operation. Where existing utilities
or service lines are cot, broken or damaged, the Contractor shall replace the utilities or service lines with the same type of original construction, or better, at his own cost and expense.
All replacement, backfiH and compaction shall be accomplished in strict accordance with the requirements ofthe owner ofthe utility or service line. 17. PUBLIC UTILITIES AND OTHER PROPERTY
TO BE CHANGED In case it is necessary to change or move the property of any owner or of a public utility, such property shall not be moved or interfered with until authorized by the
utility company and. approved by the Owner. The right is reserved to the owner of public utilities to enter upon the , limits ofthe Project fur the purpose ofmaking such changes or repairs
ofthis contract. , . 18. LIGHTS AND POWER ',' The Contractor shall provide, at his own expense, temporary lighting and power facilities required for the proper execution ofthe Work.
. 19. PERMITS AND RIGHTS-OF-WAY The Owner will provide rights-of-way for the purpose of construction without cost to the Contractor by securing permits in areas ofpublic dedication or
by obtaining easements across privately-owned property. It shall be the responsibility of the Contractor, prior to the initiation SP-7 
; ..! of construction on easements through private property, to inform the property owner of his intent to begin construction. Before beginning construction in areas of public dedication,
the Contractor shall inform the agency having jurisdiction in the area forty-eight (48) hours prior to initiation of the Work. The Contractorshall obtain a right-of-way permit from the Town of Addison. 20. PRECONSTRUCTION CONFERENCE The successful Contractor( s) and Owner shall meet at the call of the Owner on this Project.
Prior to the meeting, the Contractor(s) shall prepare schedules showing the sequencing and progress of their work and its effect on others. These schedules shall be delivered to the
Owner in advance of the meeting for his review. The general nature of the work, materials used, and methods of construction as well as the schedules will be discussed at the meeting.
A final composite schedule will be prepared during this conference to allow an orderly sequence of project construction. 21. ADDENDA Bidders desiring further information, or interpretation
of the Plans and Specifications, must make written request for such information to the Engineer (not later than three (3) calendar days prior to the date set for the Bid opening). Answers
to all such requests will be given in writing to all Bidders in addendum form and all addenda will be bound with and made a part of the Contract Documents. No other explanation or interpretation
will be considered official or binding. Should a Bidder find discrepancies in, or omissions from, the Plans, Specifications or Contract Documents, or should he be in doubt as to their
meaning, he shall at once notity the Engineer in writing in order that a written addendum may be sent to all Bidders. 22. WATER FOR CONSTRUCTION The Contractor shall acquire a meter
and make the necessary arrangements with the Town of Addison, or Dallas Water Utilities for securing and transporting all water required in the construction, including water required
fur mixing of concrete, sprinkling, testing or flushing. There will be no separate pay item for connection into the existing water system and quantity ofwater required for construction
purposes. 23. EXCAVATION . .􀁾􀀮􀀠;: The Contractor shall exercise precautions to insure that drainage from adjacent properties is' , not blocked by his excavations. . 24. (::ONTRACTOR'S
BID The Contractor's Bid shall be on a Unit Price basis for construction ofthe Project rui shown on the Plans and described in the Specifications. 25. OWNER'S STATUS The Owner shall
perform technical review of the Work. He shall also have authority to rt1iect all Work and materials which do not conform to the Contract and to decide questions which arise in the execution
of the Work. } ; SP-8 
26. OWNER'S DECISIONS The Owner shall, within a reasonable time after their presentation to him, make decisions in writing on all claims of the Contractor and on all other matters relating
to the execution and progress ofthe Work or the interpretation ofthe Contract Documents. 27. LANDS FOR WORK The Owner shall provide as indicated on the Plans for this Project, or by
separate instrument, the lands upon which the Work under this Contract is to be done, right-of-way for access to same, and such other lands which are designated on the Plans or in the
Specifications for the use of the Contractor. Such lands and rights-of-way shall be adequate for the performance of the Contract. Should the Contractor be delayed as the result of lack
of access, this shall be cause for an extension oftime but not for additional cost. The Contractor shall provide at his own expense and without liability to the Owner any additional
land and access thereto that may be required for temporary construction facilities. 28. CLEANING UP The Contractor shall remove at his own expense daily, all temporary structures, rubbish
and waste materials resulting from his operations. These requirements shall not apply to property used for permanent disposal of rubbish or waste materials in accordance with permission
of such disposal granted to the Contractor by the Owner thereof. 29. AWARD AND EXECUTION OF CONTRACT For the purpose ofaward, each bid submitted shall consist oftwo parts whereby: Standard
Bid (A) = The rorrect summation of the products of the estimated quantities shown in the proposal, multiplied by their bid unit prices . .' Time Bid (8) = (CD x Daily Value) = the product
of the number of calendar days (CD) provided by the Contractor and the Daily Value established by the Town. For purposes ofthis Contract, the Daily Value is $250.00. " The lowest evaluated
bid (Total Bid) will be determined by the Town as the 􀀱􀀰􀁷􀁥􀁳􀁴􀁾􀁓􀁵􀁭􀀠oj; Standard Bid (A) plus Time Bid (8) according to the following formula: Total Bid = Standard Bid (A) +Time
Bid (8) Time Bid (8) from the preceding formula will not be used to determine final payment to the Contractor. All payments will be based on actual quantities and bid unit prices. .
:. 􀁾􀀮􀀠The Town desires to expedite construction on this contract to minimize the inconvenience to". the traveling public and to reduce the time of construction. In order to achieve
this, an incentive -disincentive provision is established for the contract. The total incentive payment shaD not exceed $5,000. A bid with more than 60 days will be considered non-responsIve
and will be rejected. . SP-9 
30. EXPLANATION OF CONTRACT TIME In the event the Contractor completes the contract prior to the expiration of the Original Contract Time, the Town will pay the Contractor an incentive
payment of the Daily Value amount specified in provision 29 for each calendar day the actual completion date precedes the Original Contract Time and subject to the conditions set forth
below. The term "Original Contract Time" as used in this Provision will mean the number of calendar days established by the Contractor for complction of the work of the Contract on the
date the Contract was executed. The term "ealendar day" as used in this Article will mean every day shown on the calendar. Calendar days will be consecntively counted from commencement
of Contract Time regardless of weather, weekends, holidays, suspensions of Contractor's operations, delays or other events as deseribed herein. For purposes of the calculation and the
determination of entitlement to the incentive payment stated above, the Original Contract Time will not be adjusted for any reason, cause or circumstance whatsoever, regardless of fault,
save and except in the instance of a catastrophic event (i.e., war, invasion, riot, declared state of emergency, national strike, or other sitnations as declared by the Town of Addison).
The parties anticipate that delays may be caused by or arise from any number of events during the course of the Contract, including, but not limited to, work performed, disruptions,
permitting issues, actions of suppliers, subcontractors or other contractors, actions by third parties, weather, weekends, holidays, or other such events, forces or factors sometimes
experienced in roadway construction work. Such delays or events and their potential impacts on performance by the Contractor are specifically contemplated and acknowledged by the parties
in entering into this Contract, and shall not extend the Original Contract Time for purposes of calculation of the incentive payment set furth above. Further, any and all costs or impacts
whatsoever incurred by the Contractor in accelerating the Contractor's work to overcome or absorb such delays or events in an effort to complete the Contract prior to expiration of the
Original Contract Time, regardless of whether the Contractor successfully does so or not, shall be the sole responsibilil¥ ofthe Contractor in every instance. In the event the project
is altered by work deleted, change orders, supplemental agreements, utility conflicts, design changes or defects, extra work, right of way issues, or other sitnations which are not the
fault of or a direct result of contractor negligence which may impact the eritical path of the project construction schedule, the Town may choose to negotiate the extension or reduction
of the Original Contract Time with the Contractor. 􀁾􀀮􀀺􀀠' In the event of a catastrophic event (Le., war, invasion, riot, declared state of emergency,;' national strike, or other
sitnations as declared by the Town of Addlson) directly and substantially affecting the Contractor's operations on the Contract, the ContraCt{)r and the Town shall agree as to the number
of calendar days to extend the Original Contract Time so that such extended Original Contract Time will be used in calculation of any incentive payment In the event the Contractor and
Town are unable to agree to the number of calendar days to extend the Original Contract Time, the Town shall unilaterally determine the nJrnber of calendar days to extend the Original
Contract Time reasonably necessary and due solely to such catastrophic event and the Contractor shall have no right whatsoever to contest such determination, save and except that the
Contractor establishes that the number of 9aiendar days determined by the Town were arbitrary or without any reasonable basis. ' . Sp·IO 
The Contractor shall have no rights under the Contract to make any claim arising out of this incentive payment provision except as is expressly set forth in this Provision. As conditions
precedent to the Contractor's entitlement to any incentive the Contractor must: (I) Actually complete all Contract requirements, including the completion of all punch list work, and
obtain final acceptance by the Town prior to expiration of the Original Contract Time. (2) The Contractor shall notify the Town in writing, within 30 days after final acceptance ofthe
Contract by the Town, that the Contractor elects to be paid the incentive payment which the Contractor is eligible to be paid based on the actual final acceptance date, and such written
notice shall constitute a full and complete waiver, release and acknowledgment of satisfaction by the Contractor of any and all claims, causes ofaction, issues, demands, disputes, matters
or controversies, of any nature or kind whatsoever, known or unknown, against the Town, its employees, officers, agents, representatives, consultants, and their respective employees,
officers and representatives, the Contractor has or may have, including, but not limited to, work performed, work deleted, change orders, supplemental agreements, delays, disruptions,
differing site conditions, utility conflicts, design changes or defects, time extensions, extra work, right of way issues, permitting issues, actions of suppliers or subcontractors or
other contractors, actions by third parties, shop drawing approval process delays, expansion of the physicallinrits of the project to make it functional, weather, weekends, holidays,
suspensions ofContractor's operations, extended or unabsorbed home office or job site overhead, lump sum maintenance of traffic adjustments, lost profits, prime mark-up on subcontractor
work, acceleration costs, any and all direct and indirect costs, any other adverse impacts, events, conditions, circumstances or potential damages, on or pertaining to, or as to or arising
out of the Contract. This waiver, release and acknowledgment of satismction shall be all inclusive and absolute, save and except any routine Town final estimating quantity adjustments.
.' Should the Contractor fail to actually complete the Contract and obtain final acceptance by the Town prior to expiration of the Original Contract Time, or should the Contractor, having
timely completed the Contract and obtained fina1 acceptance by the Town prior to expiration of the Original Contract Time but having failed to timely request the incentive payment 'for
any reason, and including but not limited to the Contractor choosing not to fully waive, 􀁲􀁥􀁬􀁾􀁥􀀠ang acknowledge satisfaction as set forth in (2) above, the Contractor shall have
no right:to any' payment whatsoever under this Article. Notwithstanding the Contractor's election or' non-election of the incentive under this provision, the disincentive provision applies
to alL circumstances where the work in the Contract is not finally accepted by the 􀁁􀁬􀁬􀁯􀁷􀁡􀁾􀁬􀁥􀀠􀀠Contract Time. Should the Contractor fail to complete the Contract on or before
expiration of the' Allowable Contract Time, as adjusted in accordance with the provisions above, the Town shall deduct. from the moneys due the Contractor the Daily Value as shown in
provision 29 for eacti':. calendar day completion exceeds the Allowable Contract Time. The term "Allowable Contract Time" as used in this Article shall mean the Original Contract Time
plus adjustments pursuant to the statements above. This deduction shall be the disincentive for the Contractar's 􀁦􀁡􀁩􀁬􀁩􀁮􀁧􀁾􀁴􀁯􀀠timely complete the Contract. This shall be strictly
enforced. SP-ll 
In the event the Contractor elects to exercise this incentive payment provision, should this provision conflict with any other provision of the Contract; the Contract shall be interpreted
in accordance with this provision. 31. USE OF EXPLOSIVES Use of explosives will not be allowed. 32. PROJECT MAINTENANCE The Contractor shall maintain, and keep in good repair, the improvements
covered by these Plans and Specifications during the life ofhis contract. 33. DISPOSAL OF WASTE AND SURPLUS EXCAVATION All asphalt, concrete, rock or excavated material, or other debris
shall be removed from the property and the Town of Addison. Any required disposal permits shall be the sole responsibility of the Contractor. 34. REMOVALS, ADJUSTMENTS AND REPLACEMENTS
Existing pavements, driveways, curbs, gutters, sidewalks, etc., to be removed to facilitate the construction of the improvements shall be broken up and disposed of. Care shall be exercised
to leave a neat, uniform edge or joint at the excavation limits or sections removed where only portions are to be removed. The Engineer will designate the limits to be removed. Where
pavements, driveways, curbs, gutters, sidewalks, etc., shall be replaced, then said replacements shall be to the standard of the previously removed portion or better. Re-sawing of damaged
edges will be at the Contractor's expense. " Existing structures such as manholes, inlets, c1eanouts, valve boxes, etc, which are not the property of a private firm or company, or an
individual required to move their own property, shall be adjusted, altered or reset to the required elevation and alignment. New materials and workmanship necessary shall conform to
the requirements ofthese Specifications 􀁣􀁯􀁶􀁾􀁧the particular Work. Salvaged materials in good condition may be used in rebuilding such structures, provided the materials are thoroughly
cleaned before their use. These items 􀀧􀁾􀁨􀁡􀁬􀁬􀀠be subsidiary to other bid items unless quantified in the proposal as a separate bid 􀁩􀁴􀁥􀁭􀀮􀁾􀀺􀀠􀀧􀁾􀀠All private obstructions
which are indicated on the Plans to be moved, will be removed and replaced, or moved to new permanent locations by the Contractor, without additional payment' to the Contractor. Any
such additional item which the Contractor moves or causes t9 be moved for his own convenience shall be at his own expense. 35. TOWN OF ADDISON APPROVAL This project is subject to final
approval and acceptance by the Town of Addison and Dallati: . Water Utilities. Final approval acceptance will not be given until the punch list items are completed to the Towns satisfaction
and as-built drawings are given to the Town ofAddison. SP-12 
36. TRAFFIC CONTROL The Contractor shall be responsible for providing traffic control during tbe constroction ofthis Project consistent witb tbe provisions set forth in tbe latest edition
of tbe "Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under tbe autbority of Sections 542.202, 544.001 and 544.002 oftbe Texas Transportation Code.
The Contractor will not remove any regulatory sign, instroctional sign, street name sign, or otber sign which has been erected by tbe City. If it is determined tbat a sign must be removed
to permit required constroction, tbe Contractor shall contact tbe Town ofAddison to remove tbe sign. In tbe case ofregulatory signs, tbe Contractor must replace tbe permanent sign witb
a temporary sign meeting tbe requirements oftbe above-referenced manual, and such a temporary sign must be installed prior to tbe removal of tbe existing sign. The Contractor shall submit
a Traffic Control Plan at least five (5) calendar days prior to commencing work for review review and approval by tbe Town ofAddison. 37. CERTIFICATION The Contractor shall submit a
manufacturer's certification tbat tbe material was manufactured and tested in accordance witb tbe referenced Specifications and a report of test results. The certification shall be submitted
prior to material shipment. 38. FINAL ACCEPTANCE OF WORK Final acceptance oftbe Work is subject to approval by tbe Town ofAddison. 39. WORK AREA Contractor shall restrict his constroction
activity to tbe project limits. 40. CONTRACTOR'S AFFIDAVIT OF BILLS PAID The Contractor shall be required to execute tbe form provided in Section BP prior to tbe acceptance oftbe project.
41. PAY ITEMS '.Pay items provided are intended to be all-inclusive oftbe work required on this projecil 􀁗􀁯􀁲􀁫􀀧􀁾􀀠required by tbe plans or specifications but not provided witb a
specific pay item shall be,' considered incidental to otber items ofworlc , ' ,:' Final payment to tbe constmction contractor shall not be made until all Work has 􀁾􀁥􀁥􀁮􀀠finally completed
and verified in accordance witb tbe constmction contract, plans and specifications and have been finally accepted by tbe Town of Addison and Dallas Water Utilities. 42. SAMPLES AND TESTS
OF MATERIALS The Contractor shall furnish all concrete mix designs for this project: Class F (NCTCOG 4,200 psi) for manholes and pavement repair, Class A (NCTCOG 3000 psi) for curb and
gutter and sampler pads. Samples of all materials for tests shall be taken by tbe. Contractor's autborized representative as necessary to produce an accurate concrete mix design:· SP-I3

All samples and tests shall be perfonned in accordance with the Standard Specifications for Public Works Construction, North Central Texas Council of Governments (3rd Edition, 2002)
as amended or supplemented. All concrete mix designs and supporting data shall be submitted to the Owner for approval and accepted at least ten (10) days prior to placing concrete. All
costs for testing and lab work shall be paid by the Contractor and will be subsidiary to other bid items. 43. LIME TREATMENT Will not be used in this project. 44. COMPLIANCE WITH GENERAL
RULES AND LAWS Contractor shall familiarize himself with the nature and extent of the specifications, site conditions, traffic and safety requirements, and comply with all federal, state
and local laws, ordinances, rules and regulations. Contractor shall determine how compliance with requirements, laws, rules, and regulations will affect his cost, progress or performance
of the Work. 45. COMPLIANCE WITH IMMIGRA TION LAWS Contractor shall take all steps necessary to ensure that all of the Contractor's employees are authorized to work in the United States
as required by the Immigration Reform and Control Act of 1986. 46.RESOLUTION OF DISPUTES The parties hereby covenant and agree that in the event of any controversy, dispute, or claim,
of whatever nature arising out of, in connection with or in relation to the interpretation, perfonnance or breach of this agreement, including but not limited to any claims based on
contract, tort or statote, before filing a lawsuit, the parties agree to submit the matter to Alternative Dispute Resolution pursuant to the laws of the State of Texas. The parties shall
select a third party arbitrator or mediator from the current list of neutrals on file with the Alternative Dispute Resolution Administrator of the Dallas County District Courts. Ali
fonns. of Alternative Dispute Resolution may be used except binding arbitration. The proceedings shall be conducted in accordance with the laws of the State ofTexas. 􀁾􀀧􀀺􀀧􀀬􀀠47.
GENERAL SEOUENCE OF CONSTRUCTION Prior to the start of work, the contractor shall develop a detailed construction and s,equence of construction schedule using the critical path method,
to be submitted to the Town of Addison for approval, that shall cause miuimum interference with traffic along, across and adjacent to the project during construction. If the schedule
or sequence becomes unworlcable or unsatisfactory as work, proceeds, adjustments shall be made. During all phases of construction access to all side streets and driveways must be maintained
at all times uuless otherwisli\. authorized in writing by the Town ofAddison. " . . Barricades, temporary pavement markings, and charmelizing devices confurming to the current edition
of the Texas M.U.T.eD. shall be used during all stages of constructiill! to control traffic flow through the work zones. Sidewalks and/or clear passage ways must be' provided at all
times for pedestrian traffic in the area. SP-14 
Erosion control devices must be properly installed and maintained during all stages of construction. 48. CONSTRUCTION STAKING Construction staking will not be provided by the Owner or
Engineer. This item will be performed by the Contractor and shall be subsidiary to other bid items. The Contractor will be responsible for maintaining stakes. If re-staking is required
for any reason, it will be the Contractor's responsibility, including associated costs. All construction staking shall be done under the supervision ofa Registered Professional Land
Surveyor registered in the State ofTexas. The Contractor shall submit copies ofcut sheets and field books for the construction of all paving, water, wastewater, and stormwater improvements
to the Town of Addison for review prior to construction of the improvements. The information on the cut sheets and field books shall include but not be limited to the following: a. Heading
to include date, contract number, project name, surveying firm, contractor, and construction plan sheet number. b. Location, description ofstreetJIine and streetJline name, number, letter,
etc. designation. c. Benc1unark Data: Location, description, and elevation. d. Slope or percent ofgrade ofeach curb line or utility line. e. Stations at 50 foot intervals and including
all PC, PT, PI, PVC, PYI, PVT, PRC, grade changes, etc. f Offset description including distance to center line or back of curb and direction of offset; left, right, east, west, etc,
g. Cut to subgrade, pavement, top ofcurb, or flowline ofthe street or utility being staked. h. ClarifYing remarks such as top of curb, gutter, pavement, subgrade, manhole, «leanout,
valve, tee, cross, fire hydrant, wastewater lateral, water service, etc. 􀁾􀀮􀀬􀀠i. Cut sheets shall be signed by a Texas Registered Professional Land Surveyor .. 49. GEOTECHNICAL INFORMATION
No geotechnical information is available. SP-15 
SO. GRASS REPAm No separate pay shall be made for repair of damaged grass areas, not indicated on the plilns, but such work shall be subsidiary to the various other items bid. Repair
shall comply with applicable specifications elsewhere. 51. IRRIGATION AND SPRINKLER REPAIR The contractor shall maintain all existing irrigation systems within the limits of the project
during the duration of the contract. The contractor shall employ a licensed irrigator who is responsible for the repair or replacement of any damage to irrigation lines, valves, controllers,
sprinklers, wiring and appurtenances which are damaged during construction. This repair is subsidiary to the various other items bid. The contractor will be responsible for any vegetation
that dies as a result of damage to the irrigation system and replace it with equal vegetation at his own cost. 52. WORKERS' COMPENSATION INSURANCE COVERAGE A. Def"mitions. Certificate
of Coverage ("certificate") -A copy of a certificate ofinsurance, a certificate of authority to self insure issued by the Texas Workers' Compensation Commission (the "TWCC"), 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 ofthe project. Duration ofthe Project -includes the time from the beginning ofthe work on the project until the Contractors/person's work on the project has been completed
and accepted by the governmental entity. Persons Providing Services on the Project ("subcontractor" in Section 406.096 of the 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 ofwhether that person contracted directly with the Contractor and regardless of whether
that person has employees. This includes, without limitation, independent contractors, subconjractors, 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 fOQdlbeverage vendors, office supply
deliveries, and delivery ofportable toilets. B. The Contractor shall provide coverage, based on property reporting of classification codes and payroll amounts and filing of any coverage
agreement, which meets the statutory requirements of Texas Labor Code, 401.011(44) for all employees of the Cdntractoi: providing services on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the Owner prior to being awarded the contract. . SP-16 
D. 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 Owner, showing that the coverage has been extended. E. The Contractor shall obtain from each person providing services on the project, and
provide to the Owner: (I) a certificate of coverage, prior to that person beginning work on the project, so that the Owner will have on file certificates of coverage showing coverage
for all persons providing services on the project; and, (2) 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; F. The Contractor shall retain all required certificates of coverage on file
for the duration of the project and for one year thereafter. G. The Contractor shall notifY the Owner in in writiJ.tg 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. H. The Contractor shall post on
each project site a notice, in the text, form and manner prescribed by the TWCC, 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. I. The Contractor shall contractually require each person with whom it contracts to provide Services
on a project to: (1) 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 Codes 401.011 (44) fur all its employees providing services on the project, for the duration ofthe project; " . (2) provide to the Contractor, prior to that person beginning
work on the project, 􀁡􀁾􀀠certificate of coverage showing that coverage is being provided for all employees of. ' the person providing services on the project, for the duration ofthe
proj eet;' . (3) provide the Contractor, prior to the end of the coverage period, a new 􀁣􀁾􀁦􀁩􀁣􀁡􀁴􀁥􀀠of coverage showing extension of coverage, ifthe coverage period shown on the
current certificate ofcoverage ends during the duration of the project; (4) obtain from each person with whom it contracts, and provide to the 􀁃􀁯􀁮􀁴􀁲􀁡􀁣􀁴􀁯􀁾􀀻􀀠a. a certificate
of coverage, prior to the other person beginning work on the project; and, :. ! SP-17 
b. a new certificate of coverage showing extension of the coverage period, prior to the end of the coverage period, if the coverage period shown on the current certificate ofcoverage
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 Owner 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 ofcoverage ofany person providing services on the project; and (7) contractually require each other person with whom it contracts to perfonn as required by paragraphs (1) -(7)
with the certificate of coverage to be provided to the person for whom they are providing services, J. By signing this contract or providing or causing to be provided a certificate of
coverage, the Contractor is representing to the Owner that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage
for the duration ofthe 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 lWCC's Division of Self-Insurance Regulation. Providing false or misleading infonnation may subject the Contractor
to administrative penalties, criminal penalties, civil penalties or other civil actions, K. The Contractor's failure to comply with any of these provisions is a breach of contract by
the Contractor which entitles the Owner to declare the contract void if the Contractor does not remedy the breach within ten days after receipt ofnotice ofbreach from the Owner. The
following is the fonn of notice of workers' compensation coverage prescnbed by the TWCC, Pursuant to Section 110.110 (d) (7), this notice must be printed with a title in at least 30-point
bold type, and text in at least 19-point nominal type, and shall be in both English and Spanish and any other language connnon to the worker popnlation. REQUlRED 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 oftheir
employer or status as an employee. "Call the Texas Workers' Compensation Connnission (lWCC) at (512) 440-3789 to receive further infonnation on 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." } : SP-IS 
53. COORDINATION BETWEEN CONTRACTORS Construction of certain private improvements will be underway simultaneous with thc public improvements. The public contractors shall coordinate
and sequence their construction with each other and the private contractors thrOlJgh the owner. The coordination with other contractors in no way relieves a single contractor from ensuring
that the total project is coordinated and sequenced to stay on schedule. 54. RESTRICTED WORK HOURS Per the Town of Addison Building Regulations, "It shall be unlawful for a person, firm
or corporation to excavate, erect, build, construct, alter, repair or demolish any building or structure which has been issued or which is required to be issued a building permitby the
Town of Addison between the hours of7:00 p.m. and 7:00 <l.m. Monday through Friday, and between the hours of 7:00 p.m. and 8:00 a.m. on Saturday and Sunday, if such activity is performed
within a residential, apartment, or townhouse zoned area, or within three hundred (300) feet of an occupied residence, except in cases of urgent necessity or in the interest of public
safety and convenience, and then only by permit ofthe City Manager." 55. PREVAILING WAGE RATES Wage rates paid on this project shall not be less than specified in the schedule of general
prevailing rates ofper diem wages as attached hereto. 56. MODIFICATIONS TO NCTCOG STANDARD SPECIFICATIONS Item 107, Section 2 -Indemnification, of the North Central Texas Council of
Government Specifications will be replaced with the following: 107.2. INDEMNIFICATION EXCEPT AS LIMITED HEREIN, CONTRACTOR COVENANTS AND AGREES TO AND DOES HEREBY INDEMNIFY, HOLD HARMLESS
AND DEFEND, AT ITS OWN EXPENSE, OWNER. ITS OFFICIALS. OFFICERS, EMPLOYEES, ENGINEER AND AGENTS FROM AND AGAINST ANY AND ALL CLAIMS OR SUITS FOR ' PROPERTY LOSS OR DAMAGE AND/OR PERSONAL
INJURY. INCLUDING DEATH. TO ANY AND ALL PERSONS, OF WHATSOEVER KIND OR . CHARACTER. WHETHER REAL OR ASSERTED. ARISING OUT OF THE WORK AND SERVICES TO BE PERFORMED HEREUNDER BY 􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁃􀁔􀁏􀁾I
TS OFFICERS, AGENTS, EMPLOYEES, SUBCONTRACTORS, LICENSEES OR ' INVITEES. WHETHER OR NOT CAUSED, IN WHOLE OR IN PART. BY THE ALLEGED NEGLIGENCE OF THE OWNER. ITS OFFICIALS, OFFICERS.
; EMPLOYEES OR AGENTS. CONTRACTOR LIKEWISE COVENANTS AND . " AGREES TO, AND DOES HEREBY INDEMNIFY AND HOLD HARMLESS OWNER FROM AND AGAINST ANY AND ALL INJURIES. DAMAGE, LOSS OR DESTRUCTION
TO PROPERTY OF OWNER DURING THE PERFORMANCE OF ANY OF THE TERMS AND CONDITIONS OF THIS CONTRACT, WHETHER OR SP-19 
NOT CAUSED, IN WHOLE OR IN PART, BY THE ALLEGED NEGLIGENCE OF THE O\V.NJj:R, ITS OFFICIALS, OFFICERS, EMPLOYEES OR AGENTS. THE PROVISIONS OF THIS PARAGRAPH ARE SOLELY FOR THE BENEFIT
OF THE PARTIES HERETO AND NOT INTENDED TO CREATE OR GRANT ANY RIGHTS, CONTRACTUAL OR OTHERWISE, TO ANY OTHER PERSON OR ENTITY. LIMITATION ONINDEMNITY OBLIGA TION. CONTRACTOR SHALL HAVE
NO DUTY TO INDEMNIFY OWNER FOR ANY DAMAGES CAUSED BY THE SOLE NEGLIGENCE OF THE OWNER. IF DAMAGES ARISING OUT OF THE PERFORMANCE OF THIS CONTRACT ARE CAUSED BY THE CONCURRENT NEGLIGENCE
OF OWNER AND CONTRACTOR, CONTRACTOR'S INDEMNITY OBLIGATION WILL BE LIMITED TO ALL ATTORNEYS' FEES AND COSTS, . AND A FRACTION OF THE TOTAL DAMAGES EOUIVALENT TO CONTRACTOR'S OWN PERCENTAGE
OF RESPONSffiILITY. 57. DALLAS WATER UTILITY STANDARDS: All construction shall be in accordance with Dallas Water Utility Standards which !RPIude the ''North Central Texas Standard Specifications
for Public Woiles Construction (3 edition1998) and the Dallas Water ptilities 1998 addendum thereto. All references in the DWU standards to the Division 1 3' edition arc inapplicable
to this projeet. All DWU construction standards are to be used for this project. . " '.' , , SP-20 
PREVAILING WAGE RATES W AIS Document Retrieval GENERAL DECISION: TX20030035 02113/2004 TX35 Date: February 13,2004 General Decision Number: TX20030035 02/13/2004 Superseded General Decision
Number: TX020035 State: Texas Construction Types: Heavy Counties: Collin, Dallas, Denton, Ellis, Kaufinan and Rockwall Counties in Texas. Water and Sewer LinesfUtilities (Including Related
Turmeling Where the Turmel is 48" or Less in Diameter) Modification Number Publication Date o 06/13/2003 1 02/1312004 * PLUMOloo-002 05/0112003 Rates Fringes Plumbers and Pipefitters
................... $ 22.32 6.57 SUTXl991-00409/2311991 Rates Fringes Laborers: Corumon ................................................ $ 6.S33 Utility ..............................................
...... $ 7.467 Pipelayer ................................................. $ 7.828 Power equipment operators: Backhoe ................................................ $1 0.804 Crane
.................................................... $1 0 .942 Front End Loader Loader .................................. $ 9.163 TurmelingMaehine(48" or less) .......... $ 9.163 SP
-21 
Truck Driver ............................................ $ 8.528 WELDERS -Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications
needed for work not included within the scope ofthe classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (U». In
the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate
unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published
wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification
and rate) ruling " '." On survey related matters, initial contact, including requests for summaries ofsurveys, should be with the Wage and Hour Regional Office for the area in which
the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. Ifthe response from this initial contact is riot satisfactory, then the
process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch ofConstruction
Wage Determinations. Write to: SP -22 
Branch ofConstruction Wage Determinations Wage and HOUT Division U.S. Department ofLabor 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by
the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department
ofLabor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement ofthe interested party's position and by any information (wage payment
data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) Ifthe decision ofthe Administrator is not favorable, an interested party
may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department ofLahor 200 Constitution Avenue, N.W.
Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION SP-23 
PREVAILING WAGE RATES W AIS Document Retrieval GENERAL DECISION: TX20030045 TX45 Date: June 13, 2003 General Decision Number: TX20030045 Superseded General Decision No. TX020045 State:
TEXAS Construction Type: HEAVY mGHWAY County(ies): COLLIN DALLAS DENTON ELLIS GRAYSON JOHNSON KAUFMAN PARKER ROCKWALL TARRANT WICHITA HEAVY AND mGHWAY CONSTRUCTION PROJECTS IN WICHITA
COUNTY ONLY. HIGHWAY CONSTRUCTION PROJECTS ONLY FOR REMAINING COUNTIES Modification Number Publication Date o 06/13/2003 COUNTY(ies): COLLIN DALLAS DENTON ELLIS GRAYSON JOHNSON KAUFMAN
PARKER SUTX2043A 03/26/1998 ROCKWALL TARRANT WICHITA Rates Fringes AIR TOOL OPERATOR .................................................. $ 9.00 ASPHALT RAKER ..........................................
................... 9.55 ASPHALT SHOVELER ...................................................... 8.80 BATCHlNG PLANT WEIGHER .................................... .11.51 CARPENTER ....................
................................................ 10.30 CONCRETE FINISHER-PAVING ................................... 10.50 " '.' ''"'" -.,J.D..U"-'J. 􀁾􀀬􀁾􀁶...........................,..OJ
CONCRETE RUBBER ....................................................... 8.84 ELECTRICIAN ................................................................. 15.37 FLAGGER ..............................
............................................. 7.55 SP -24 
FORMBUILDER-STRUCTURES ..................................... 9.82 FORM LINER-PAVING & CURB ..................................... 9.00 FORM SETTER-PAVING & CURB ..................................
9.24 FORM SETTER-STRUCTURES ........................................9.09 LABORER-COMMON ....................................................... 7.32 LABORER-UTILITY...................................
....................... 8.94 MECHANIC ...................................................................... 12.68 OILER...............................................................................
. 10.17 ("1n'n't n"'-''r.'Tl .. A 1 􀁾􀁾􀁮􀀧􀀠􀀮􀁾􀁾􀀢.........................................................................,j••• PAINTER-STRUCTURES......................... ; ....................
.. 11.00 PIPE LAyER....................................................................... 8.98 BLASTER.......................................................................... 11.50
ASPHALT DISTRIBUTOR OPERATOR........................ 1 0.29 ASPHALT PAVING MACHINE......................................I0.30 BROOM OR SWEEPER OPERATOR...............................
8.72 BULLDOZER.................................................................... 1 0.74 CONCRETE CURING MACHINE .................................... 9.25 CONCRETE FINISHING MACHINE.................
.............11.13 CONCRETE PAVING JOINT MACHINE ...................... 10.42 CONCRETE PAVING JOINT SEALER ............................9.00 CONCRETE PAVING SAW .......................................
..... 10.39 CONCRETE PAVING SPREADER................................. 10.50 SLIPFORM MACHINE OPERATOR ................................ 9.92 CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE,
SHOVEL.......... " .................. 11.04 FOUNDATION DRILL OPERATOR CRAWLER MOUNTED ................................................. 1 0.00 FOUNDATION DRILL OPERATOR TRUCK MOUNTED
.......................................................11.83 FRONT END LOADER ...................................................... 9.96 MILLING MACHINE OPERATOR...................................
8.62 MIXER...............................................................................10.30 MOTOR GRADER OPERATOR FINE GRADE .................................................................
11.97 '.' MOTOR GRADE OPERATOR ........................................ 10.96 PAVEMENT MARKING MACHINE ................................ 7.32 ROLLER, STEEL WHEEL PLANT-MIX PAVEMENTS...................
................................................. 9.06 ROLLER, STEEL WHEEL OTHER FLATWHEEL OR TAMPING.......................................... 8.59 ROLLER, PNEUMATIC, SELF-PROPELLED
................. 8.48 . L:..l.'-•••••••••••••••••••••• H •••• H ...................................H .........7.V.,J TRACTOR-CRAWLER TYPE ......................................... 10.58
TRACTOR-PNEUMATIC .................................................. 9.15 TRAVELING·MIXER.........................................................8.83 SP -25 
WAGON-DRILL, BORING MACHINE .......................... 12.00 REINFORCING STEEL SETTERPAVING .................... 13.21 REINFORCING STEEL SETTER STRUCTURES ............................................
................... 13.31 STEEL WORKER-STRUCTVRAL.................................. 14.80 SPREADER BOX OPERATOR........................................I0.00 WORK ZONE BARRICADE ......................
....................... 7.32 TRUCK DRIVER-SINGLE AXLE T T;"""\'J'Y... 0 I'\Er 􀁾􀀮􀁾...................................................................................􀁶􀂷􀀯􀁶􀁾􀀠TRUCK
DRIVER-SINGLE AXLE HEAVY .............................................................................. 9.02 TRUCK DRlVER-TANDEM AXLE SEMI TRAILER ....................................................
............ 8.77 TRUCK DRIVER-LOWBOYIFLOAT ............................. 10.44 TRUCK DRIVER-TRANSIT MIX..................................... 9.47 TRUCK DRIVER-WINCH .................................
................ 9.00 VIBRATOR OPERATOR-HAND TYPE ........................... 7.32 WELDER ........................................................................... 11.57 Unlisted classifications
needed for work not included within the scope ofthe classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5(a)(I)(ii». .
In the listing above, the "SU" designation means that rates listed under that identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate
unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: " .• * an existing published
wage determination * a survey underlying a wage detennination *a Wage and Hour Division letter setting forth a position on a wage determination matter *a conformance (additional classification
and rate) ruling On survey related matters, initial contact, including requests SP -26 
SECfIONWOL WAIVER OF LIEN 
SECTIONWOL:wAIVER OF LIEN 1. Partial Waiver of LieH A Partial Waiver ofLien for the full amount ofthe payment is required from the submitting Contractor with each pay request. Waivers
for subcontractors and suppliers are not required with the first payment package, unless the Contractor is requesting more than 50% of the total contract value. Each subsequent payment
must include Partial Waivers ofLien from each subcontractor and supplier included in the immediately preceding payment package in the full amount ofthat prior payment. All waivers must
bear the signature ofthe president or vice-president and secretary or assistant secretary. Ifwaiver is for a corporation, name should be used, corporate seal affixed and title of officer
signing waiver should be set forth. Ifwaiver is for a partnership, partner should sign and designate himself as partner. The Owner will provide a copy ofthe Partial Waiver ofLien form
to be used to the Contractor. 2. Final Waiver of Lien Upon receipt ofthe Contractor's Certificate Certificate ofCompletion from the County, the Contractor shall submit a Final Waiver
ofLien. A Final Waiver of Lien must also be submitted from all subcontractors and suppliers. Final payment will not become due prior to the receipt ofthe Final Waivers ofLien. Signatures
and seals for the Final Waiver of Lien shall be as referenced in Section 1 above The Engineer will provide a copy ofthe Final Waiver of Lien form to be used td.: the Contractor. .. .,
Electronic forms of these Waivers may be obtained from the Owner at no charge. WOL-2 
TECHNICAL SPECIFICATIONS 0220-Trench Safety 02575-Paving Repair and Resurfacing ... ' 02601-Manholes and Cleanouts " '.' 
02220 TRENCH SAFETY 1.00 GENERAL 1.01 WORK INCLUDED A. This specification consists of the basic requirements which the Contractor must comply with in order to provide for the safety
and health of workers in a trench. This specification is for the purpose of providing minimum performance specifications, and the Contractor shall develop, deSign, and implement the
trench safety system. The Contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing "a safe place to work" for the workman. B. Should the
trench safety protection system require wider trenches than specified elsewhere" the Contractor shall be responsible for the costs associated with determining adequacy of pipe bedding
and class, as well as, purchase and installation of alternate materials. 1.02 QUALITY ASSURANCE [Not Used] 1.03 SUBMITTALS [NotUsed] 1.04 STANDARDS A. The following standard shall be
the minimum governing requirement of this specification and is hereby made a part of this specification as as if written in its entirety. B. Occupational Safety and Health Standards
-Excavations (29CFR Part 1926), U.S. Department of Labor, latest edition. C, Comply with the applicable Federal, State, and local rules, regulations, and ordinances. 1.05 DELIVERY AND
STORAGE [Not Used] 1,06 JOB CONDITIONS [Not Used] 1.07 OPTIONS [Not Used] 1.08 GUARANTEES [Not Used] " '.' 2.00 PRODUCTS [NOT USED] 3.00 EXECUTION [NOT USED] END OF SECTION Trench Safety
02220·1 ADD00356 
02575 PAVING REPAIR AND RESURFACING 1.00 GENERAL 1,01 WORK INCLUDED Furnish labor, materials, equipment and incidentals necessary to repair and resurface pavement. This section shall
govern for the repair or replacement of pavement or other improved surfaces damaged or destroyed in performing the construction of water and sewer lines. 1,02 QUALITY ASSURANCE [Not
Used) 1,03 SUBMITTALS Submittals shall shall include: A, Proposed material list and sources B, Experience record of proposed paving subcontractor C, Concrete and asphalt batch mixes
as a shop drawing, 1,04 STANDARDS The applicable provisions of the following standardS shall apply as ifwritten here in their entirety: North Central Texas Standard Specifications for
Public Worns Construction Fourth Edition, Specification item 402 Pavement Cut, Excavation and Pavement Repair, item 403 Asphalt Pavement Repair, and'item 305,2 Concrete sidewalks, Driveway
Approaches, and Barrier Ramps, 1.05 DELIVERY AND STORAGE [Not Used) 1,06 1.07 JOB CONDITIONS Do not place materials when, in the opinion of the Owner's Representative, weather conditions
are unsuitable, Do not place concrete when the temperature is 40 degrees F and falling, Concrete may be placed when temperature is above 35 degrees F and rising. Do not place asphaH
or asphaltic concrete when the temperature is below 50 degrees F and falling, Asphalt or asphaltic concrete may be placed when temperature is above 40 degrees F and rising. ' OPTIONS
[Not Used] " '.' 1,08 GUARANTEES [Not Used] 2.00 PRODUCTS 2.01 MATERIALS A. CONCRETE PAVEMENT B, 1. CONCRETE: Conforming to NCT item 305.2. ASPHALT PAVEMENT 1, HOT MIX ASPHALTIC CONCRETE
a, In accordance with NCT item 403,2.3 Paving Repair and Resurtacing 02575-1 ADD00356 
2.02 MIXES [Not Used] 2.03 FABRICATIONS [Not Used] 2.04 MANUFACTURED PRODUCTS [Not Used] 3.00 EXECUTION 3.01 PREPARATION A. CONCRETE PAVEMENT Cut pavement in parallel straight lines
a minimum of l' outside trench walls on each side to permit pavement removal before trench excavation. Make cuts by sawing partial pavement depth to avoid cutting reinforcing steel.
After concrete pavement is broken up and removed, cut off existing reinforcing steel to provide a minimum of 30 bar diameters lap with new reinforcing steel on each side and bent back
to clear the trench for excavation and pipe laying. B. ASPHALT PAVEMENT Cut paved surface in parallel straight lines outside trench walls prior to trench excavation. Before pavement
replacement has begun, make additional straight line cuts and remove pavement a minimum of l' outside trench walls. C. SUBGRADE The subgrade, including granular trench backfill, shall
be approved by the Owner's Representative before any base or pavement surface is replaced. MOisten, reshape, reshape, and recompact subgrade as necessary to receive the base material.
3.02 INSTALLATION A. CONCRETE PAVEMENT REPLACEMENT 1. Install reinforcing steel on the approved subgrade and securely tie in place. Bend down existing reinforcing into proper position
and securely tie each bar to new reinforcing bars. Support and tie reinforcing to steel bar chairs or other suitable supporting devices. New reinforcement shall be of equal size and
spacing to existing steel, unless otherwise indicated. Install substantial forms to proper grade at pavement edges. 2. Rapidly deposit concrete on the subgrade in successive batches
and distribute to the required depth and for the entire width of the pavement by shoveling or other approVed methods. Do not use rakes in handling concrete. The placing operation shall
be . continuous. Level the concrete, as soon as placed, and then struck off and screed to such elevation above grade that when consolidated and finished the surface of the . pavement
shall be at the proper elevation. Tamp the entire surface and consolidate the concrete so as to insure maximum compaction and a minimum of voids. . 3. After final floating and while
the concrete is still workable, finish the surface to p-iovide a untform surface of grilly texture by brooming, use of belting, burlap drags or other approved methods. . 4. Cure the
concrete with an approved curing compound or other approved means. Concrete pavement shall not be opened to traffic until it has gained sufficient strength to 􀁾􀀯􀀠withstand traffic
without damage unless approved protective devices are provided. Concrete pavement at an age of seven (7) days or a strength of 2,000 psi may be opened to traffic. ..B. ASPHALT PAVEMENT
REPLACEMENT Paving Repair and Resurfacing 02575-2 ADD00356 
1. HOT MIX ASPHALTIC CONCRETE: Apply prime coat to base or tack coat base as indicated. Coat contact surfaces of pavement edges and structures with asphalt before any pavement is placed.
Do not place pavement until the Owner's Representative has approved the base. Hauling or transporting of the material to the project site, placing, compaction, and shaping shall be in
accordance with TXDOT Standard Specification Item 340.6 as applicable for small areas. After final compaction of the pavement, no vehicular traffic of any kind shall be permitted until
the pavement has cooled and hardened for at least six (6) hours. Smooth the finished surface course, upon completion of final rolling true to grade and cross section. Immediately correct
low or defective areas by cutting out the faulty areas and replacing with fresh, hot mixture. Compact the area to conform to the remainder of the pavement. 3.03 FIELD QUALIlY CONTROL
[Not Used) 3.04 CLEAN AND ADJUST [Not Used) 3.05 SCHEDULES [Not Used] END OF SECTION Paving Repair and Resurfacing 02575-3 ADD00356 
02601 MANHOLES AND CLEAN OUTS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide labor, materials, equipment and incidentals necessary to construct standard and special manholes and cleanouts
complete with covers, fittings, and other appurtenances, in accordance with the details B. It is the intent that the tops of the manholes be set to proper elevation by using a predetermined
length of the bottom section of the manhole riser and using standard lengths for the other sections of the riser pipe. 1,02 QUALITY ASSURANCE [Not Used] 1.03 SUBMITTALS Submittals shall
be in accordance shall include: A. Drawings and data covering precast concrete sections. These shall be submitted as Record Data. B. Concrete batch mix for cast in place sections shall
be submitted as a Shop Drawing. C. Manhole lid and ring shall be submitted as Record Data1.04 STANDARDS Applicable provisions of the following standards shall apply as if written here
in their entirety: ASTM A-48 "Specification for Gray Iron Castings" ASTM C-478 "Specification Specification for Precast Reinforced Concrete Manhole Sections" ASTM 0-2240 "Test Method
for Rubber Property -Durometer Hardness" ANSI A21.10 American National Standard for Gray Iron and Ductile Iron Fittings, 3 Inch Through 48 Inch for Water and Other Liquids ASTM C-76
Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe ASTMC-33 Concrete Aggregates ASTMC-923 Resilient Connectors Between Reinforced Concrete Manhole, Structures, Pipes, and Laterals
1.05 With the following addttions for Precast Reinforced Concrete Manhole Sections: ',' A. All ASTM C478 pipe shall be machine made by a process that shall provide for uniform placement
of zero slump concrete in the form and compaction by mechanical devices which shall assure a dense concrete in the finished product, except that reducer cones may be wet-cast. ' '..
B. Aggregates for the concrete shell comply wtth the requirements of ASTM ASTM C-33, with the additional requirement that the aggregate shall have a minimum of 50-percent of calCium
carbonate eqUivalent, C. Minimum wall thicknesses for the manhole risers shall be as listed under Wall "B" in the ASTM C-76 "Class Tables", D. Manhole steps shall not be furnished for
sanitary sewer manholes. \-; Manholes and Cleanouts 02601-1 ADD00356 
1.06 DELIVERY AND STORAGE A. Do not deliver precast concrete section to the job site until representative concrete control cylinders have attained a strength of at least 80% of the specified
minimum. B. Inspect precast concrete sections upon delivery, and reject any cracked or otherwise visibly defective units. 1.07 JOB CONDITIONS [Not Used] 1.08 OPTIONS [Not Used] 1.09
GUARANTEES [Not Used] 2.00 PRODUCTS 2.01 MATERIALS All materials shall conform to Dallas Water Utility Standards. A. CLEANOUT FITTINGS 1. Pipe fittings shall be ductile iron and shall
conform to ANSI A21, 10 with a minimum pressure rating of 250 psi. 2. The cleanout casting shall conform to ASTM A-48, Class 30. 2,02 MIXES [Not Used) 2,03 FABRICATIONS [Not Used) 2,04
MANUFACTURED PRODUCTS A, All manufactured products shall meet Dallas Water Utility Standards including precast concrete sections, manhole rings, and covers, 3.00 EXECUTION 3,01 INSTALLATION
A. MANHOLE BASE • 1, The applicable details as indicated shall apply. 'Form and place the base of the manilDles under and around the existing carrier pipe to form a flat platform above
the top of the pipe to receive the precast circular manholesections, After the manhole has been completed, , entry to the pipe area shall be made by saw-cutting a section from the top of the pipe, Any debris resulting from this operation must
be completely removed from the interior of the pipe. ' 2, Give the concrete portion of all inverts within the manholes a smooth steel trowel finish. 3. The first section of pipe extending
out a minimum of 24" from each side of the manhole base shall be supported by concrete as part of the manhole base. No additional ,payment shall be made for this concrete cradle; same
shall be included in the bid price for the manhole. B. MONOLITHIC MANHOLES Pour monolithic concrete manholes on the job site using specifically designed, re-usable plastic or metal forms.
Pour manholes provide a formed wall thickness of at least 6', Manholes and Cleanouts 02601-2 ADD00356 
Monolithic manholes shall be substantially water-tight when completed. Bases or footing for these manholes shall be as described shown in the details. C. MANHOLE RINGS AND COVERS Securely
anchor the base of the manhole ring into a 6" minimum thickness precast concrete ring as indicated, and set on top of concentric manhole cone as a unit. D. CLEANOUTS Provide a cleanout
at that the pipe penetration of the sampler pads. 3.02 GROUTING Use the mortar for grouting within 40 minutes after mixing. Discard mortar which has begun to take an initial set. Do
not mix mortar with additional cement or new mortar. 3.03 FIELD QUALITY CONTROL Manholes shall be tested by hydrostatic exfiltration or vacuum testing in accordance with Dallas Water
Utility Standards. Manholes shall be tested after installation with all connections ( existing and lor proposed) in place. Drop connections and gas sealing connections shall be installed
prior to testing. 3.04 CLEAN AND ADJUST [Not Used] 3.05 SCHEDULES [Not Used] END OF SECTION Manholes and Cleanouts 02601-3 ADD00356