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Home My WebLink About025266 - Construction-Related - Contract - McClendon Construction Co., Inc.y�� - , SPECIFICATIONS � +.�`��cy S��RET�►RY � � �: -.. - - AND , , l�.�j.�:� FiE.� CONTRACT DOCUMENTS �� 7y��'�"'ARIOUS LOCATIONS �°'F �— � ��'�''�'�S�l��'tt3�{'� �;��'Y CONTRACT 99�ITY SECRETARY � �� CONTRACT NO. � � ��. �` �..��e��°�"' PW53-060530175580 PS58-070580174740 : EDGECLIFF FROM MCCART TO CITY LIMIT (RR) DOE # 2028 i MALVEY FROM WESTRIDGE TO MALVEY. DOE # 2014 EAST LANE FROM MALVEY TO IH 30 SERVICE RD. DOE # 2013 � EDGEHILL FROM HILLDALE TO CRESTMORE DOE # 2016 j CLARA FROM MISTLETOE TO MISTLETOE I DOE # 2012 � WAINWRIGHT FROM CARVERLY TO STALCUP DOE # 2003 WESTCREST FROM WAYSIDE TO SOUTHCREST DOE # 2022 i ODELL FROM FRAZIER TO LOOP 820 SERVICE RD. DOE # 2023 MCCONNELL FROM GORDON TO CALIFORNIA PKWY. DOE # 2024 � GORDON FROM SOUTHCREST TO FRAZIER DOE # 2020 h UNIT III: PAVING IMPROVEMENTS ALTERNATE NO. 2 EDGECLIFF FROM MCCART TO CITY LIMIT (RR) MALVEY FROM WESTRIDGE TO MALVEY. EAST LANE FROM MALVEY TO IH 30 SERVICE RD. EDGEHILL FROM HILLDALE TO CRESTMORE , CLARA FROM MISTLETOE TO MISTLETOE WAINWRIGHT FROM CARYERLY TO STALCUP WESTCREST FROM WAYSIDE TO SOUTHCREST ; ODELL FROM FRAZIER TO LOOP 820 SERVICE RD. MCCONNELL FROM GORDON TO CALIFORNIA PKWY GORDON FROM SOUTHCREST TO FRAZIER DOE # 2028 DOE # 2014 DOE # 2013 DOE # 2016 DOE # 2012 DOE # 2003 DOE # 2022 DOE # 2023 DOE # 2024 DOE # 2020 K-1555 I K-1523 K-1522 K-0691 K-1521 K-1536 K-1566 K-1568 K-1567 K-1553 IN THE CITY OF FORT WORTH, TEXAS 1999 KENNETH L.BARR MAYOR 4_,..�� LEE C. BRADLEY, P.E. — DIRECTOR ,� �pS�.......FXq �1 FORT WORTH WATER DEPARTMENT r ��'' � s*tr� . ,t. I !.* :�. . . . . . . �• • •�j HUGO A. MALA1vGA, P.E. ; .... � �aR�a�c�?, ,; DEPARTMENT OF TRANSP�ORTATIO� �� -o''•. 80560 •` Q.% . . �. 11�'p �'•9Fc�sT��°''��`'�� t��'FS••.......... �G�,: A. DOUGLAS RADE�MAKER,iP.� �,1t ��ON AI. � DEPARTMENT OF EN�I,� �.r..�,.� �=�,��? �; 1 S�2 �= � 9 �I . C115-020115040584 � C115-02.0115040583 I CI15-020115040583 ��, C 115-0?.0115040583 I C115-07.0115040586 C115-020115040585 I C115-020115040584 ' C115-0�0115040584 C115-020115040584 ' C115-020115040584 � ' s � V'v'd�`Ol� ��`� r : '��i� ��i ��. �a ��'��'��9. � � L!!1 � u I�" � l�J � � l�J l�J C�J � l�J � ��J � � l�J 1. 2. 3. 4. 5. 6. 7. 8. 9. ]0. 11. 12. 13. 14. 15. 16. 17 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. TABLE OF CONTENTS Notice to Bidders Special Instructions to Bidders (Water Department) Proposal Unit I: Water and Sanitary Sewer Replacements Minority and Women Business Enterprises Specifications-Unit I General Conditions (Water Deparhnent) Special Conditions (Water Department) Technical Specifications Material Specifications Certificate of Insurance Contractor Compliance With Worker's Compensation Law Performance Bond Payment Bond Maintenance Bond Contract Special Instructions to Bidders (Transportation/Public Works Department) Proposal Unit II: Paving Improvements Alternate 1 Proposal Unit III Paving Improvements Alternate 2 Minority and Women Business Enterprises Specifications-Unit II & Unit III Special Provisions �Transportation/Public Works) Unit II & III Certificate of Insurance Contractor Compliance With Worker's Compensation Law Equipment Schedule (Unit II & III) Experience Record (Unit II & III) Performance Bond Payment Bond Maintenance Bond (Unit I) Contract !J L�'J ��1 �■J � � � L�'J L�l C L'9 L�'J l�J � ��J � C� lJ L�l SPECIAL INSTRUCTION TO BIDDERS (TRANSPORTATION/PUBLIC WORKS DEPARTMENT) 1. BID SECURITY: Cashier's clie�k r an acceptable bidde'r's bond payable to the City of Fort Worth, in an amount of not less than five (5° o) per cent of the total of the bid submitted must accompany the bid, and is subject to forfeit in the ev nt the successful bidder fails to execute the contract documents within ten (10) days after the contrac has been awarded. To be an acceptable surety on the bo d, (1) the name of the surety shall be included on the cunent U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do bu iness in the state of Texas. The amount of the bond shall not exceed the amount shown,on the treasury list or one-tenth (1/10) the total capital and surplus. 2. PAYMENT BOND AND PERFORMANCE BOND: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish a performance bond as well as payment bond, both in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Article 5160 of the Revised Civil Statutes of Texas, as amended. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the currenf U.S.' TreasUry List of Acceptable Sureties (Circular 870); or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas. No sureties will be accepted by the City which are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. If the contract amount is in excess of $25,000 a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the contract°conditioned on the faith�ul performance of the work in accordance with the plans, specifications, and contract documents� Said borid shall solely be for the protection of the City of fort Worth. • . 3. LIOUIDATED DAMAGES: The Co�ltractor's attention is called to Part 1, Item 8, pazagraph 8.6, of the "Genera"1 Provisions" of the Standard Specifications for Construction of the City of Fort Worth, Texas, concerning liquidated damages ,for late completion of projects. � 4. AMBIGUITY: In case of ambiguity oi� lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. 5. EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-a=29) prohibiting discrimination in employment practices. � 6. WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernons Annotated Civil Statutes" of the State of. Texas with re�pect to the payment of prevailing wage rates as established by the City of Fort Worth, Texas�.and set forth in Contract Documents for this project. 7. FINAN�IAL STATEMENT: A current certified fmancial statement may be required by the Deparirnent of Engineering if required for use by the�CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 8. INSURANCE: Within ten (10) days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Worker's Compensation and Comprehensive General Liability (Bodily Injury-$250,000 each person, $500,000 each occurrence; Property Damage -$300,000 each occurrence). The City reserves the right to request any ot�er insurance coverages as may be required by each individual project. NONRESIDENT BIDDERS: Pursuant to Article 601 g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a non resident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. "Nonresident bidder" means a bidder whose principal place of business .�s not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal�place of business is in this state, and includes a contractor whose ultimate pazent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all non resident bidders in order for its bid to meet specifications. The failure of a nonresident.contractor to do so will automatically disqualify that bidder. 10. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance �3471, the City'of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of th� Ordinance can be obtained from the offi,ce of the City Secretary. In addition, the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. T'he Documentatiori must be received no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a�.receipt from the appropriate empldyee of the managing department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide to owner complete and accurate information regarding actual work performed,by Minority Business Enterprise (WBE) on the contract and paytnent therefore Contractor further agrees to permit� an audit and/or examination of any books, xecords or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The �.,- � L�J L�J � � misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud, by the Contractor will be grounds for termination of the contract and/or initiation action under appropriate federal, state or local laws or ordinances relating to false statement; fiuther, any such misrepresentation (other than � iiegligent misrepresentation) afid/o� commission of fraud will result in the Contractor being determined to be irresponsible and barred from participation in City work for a period of time of not less than three (3) years. 11. AWARD OF CONTRACT: Contract may not necessarily be awarded to the lowest bidder of Unit II or Unit III. The Engineer will evaluate the bids°on Unit II and Unit III and select the bid that is in the best interest of the City of Fort Worth. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. � The awazd of contract, if made, will be within forty-nine (49) 8ays after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. 12. PAYMENT: T'he Contractor will receive full paytnent (minus 5% retainage) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, � L�J L�J LsJ L! .� � and upon acceptance of the project as a whole and not for individual locations. 13. ADDENDA: Bidders aze responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledgnig them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering Construction Division at (817) 871-7910. Bids that so not acknowledge all applicable addenda may be rejected as non- resnonsive. 14. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage a. Defmitions: Certain tlf coverage ("ce�tificate"). A copy of a certificate of insurance, a certificate of ' authority to'self:insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory worker's compensation insurance coverage for�the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project-includes the time from the beginning of the work on the project until the contractor's/person'szwork on the project has been completed and accepted by the govemmental entity. � Persons providing services on the project ("subcontractor" in �406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. T'his includes, without limitation, a independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or � delivering equipment or materials, or providing labor, transportation, or toner services. related to a project. "Services" does not include activities unrelated to the project, such as food/bev�rage vendors, office supply deliveries, and delivery �of portable toilets. Q � b. The contractor shall provided coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011 (44) or all employees of the contractor providing services on the project, for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 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 governmental entity showing that coverage has been extended. e. The contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (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 ret�in all required,certificates of coverage for the duration of th�e project and for one year thereafter g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, withiri ten (10) days after the contractor knew or should have known, of an� change that materially affects the provision of coverage of,any person providing services on the projecf: h. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation �ommission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and repbrt lack of 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 on classification codes and payroll amounts and filing of any coverage agreements, which meets th� statutory requirements of Texas labor Code, Section 401.011 (44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that peltson beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certifcate of coverage ends during the duration of the project; (4) obtain &om each other person with whom it contracts, and provide to the contractor: C� � (a) a certificate of coverage, prior to the other person beginning work on the project; and (b) a new certifi'cate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. LJ C�� '� � C C�� (6) notify the govemmental entity in wiring by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (7) contractually require each person with whom it contracts, to perform as required by paragraphs (1) -(7), with the certificates of coverage to be provided to the person°for whom they are providing services. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed �with the appropriate insurance carrier or, in the case of a self insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading informatiori may subject the contractor to administrative, criminal, 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 does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. B. The contractor shall post a nptice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S C�MPENSATION COVERAGE" L�J � � The law requires 'that each person working on this site or providing s�iVices related to this constniction project must be covered by worker" compensation insurance. This includes persons providing, hauling or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee". Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". � � I5. NON DISCRIMINATION: The contractor shall not discriminate against any person or persons because of sex, race, religion, color, or national origin and �shall comply with the provisions of City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13A-21 through 13A-29), prohibitilig discrimination in employment practices. ,. 16. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal government, contractor covenants that neither it nor;any of its officers, members, agents, or employees, will engage in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against person because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents; or employees, or person acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this Contract, a maximum age limit for �uch employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor "'warrants it will fully comply with the Policy and will defend, indemnify and hold City hannless against any and all claims or allegations asserted by third parties against City azising out of Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. � 17. DISCRIMINAT�'b1V DUE TO DISA��LITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availabiliry; terms and/or condition� of employment for applicants for employment with, or current employeeszof Contractor. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal state and local laws concerning disability and will defend indemnify and hold City harmless against any claims or allegations asserted by third parties against City azising out of Contractor's alleged failure to comply with the above-referenced laws con�erning disability discrimination in the performance of this Contract. Revised March 15, 1996 a • �� O � � l.� � D � a � 0 � � O � � � � � LTNIT III PAVING IMPROVEMENTS-ALTERNATE 2 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID S.P. 1. 1 LS. UTILITY ADNSTMENT FORTY-ONE THOUSAND Dollars & NO Cents Per LS. $41.000.00 $41,000.00 S.P. 2. 20 EA. PROJECT DESIGNATION SIGNS THREE HUNDRED Dollars & NO Cents Per EA. $300.00 $6,000.00 104 3. 15,905 LF. REMOVE EXIST. CURB & GUTTER �Gc�-D Dollars & � �-n,r� Cents Per LF. $ ,,?, � $ �/ � I ZJ � 104 4. 18,755 SF. REMOVE EXIST. CONCRETE DWY. L11.�1 Dollars & � 5.— �,�:��-�k.�.� .�c%�c.Cents Per SF. $ , %� $ ��i. D' la !�. U " 104 5. 890 SF. REMOVE EXIST. CONCRETE VALLEY. YZa Doliars & ' ents Per SF. $ • %S $ (�i (,� 7 '� 104 6. 5,030 SF. REMOVE EXIST. CONCRETE SIDEWALK, LEADWALK AND/OR WHEELCHAIR RAMPS yj.., Do��s & $ . �J $ ,3� �a-• sv �.I,�-?�� lGu Cents Per SF. 104 7. 40 SF REMOVE AND REPLACE EXPOSED 504 AGG GATE CONC. LEADWALK o� �, .�c,G�—e- Dollars & $ ,�• � $ o��C ' , ..c.�c • U Cents Per SF 212 8. 432 Ton � U in o.�c.� Dollars & Q-p ,,� �� Cents Per Ton $ �� $ �� ,�Q ' 106 9. 4,345 CY. UNCLASSIFIED STREET EXCAVATION S.P. `P �,c �ivt� Dollars & NL(� Cents Per CY. $ �/, `� $ �s � 210 10. 30,740 SY. 6" LIME STABILIZED SUBGRADE @ 28#/S.Y. - /� �} n \� DOIIaTS BL $ o<. 7S $ lf 7"�� J•�� d7� i�LG�c��f".c -,�lt,:t.e Cents Per SY. � 312 11. 26,150 SY. 5" H.M�A.C. PAVEMENT S.P. `�(r� j'� Dollars & _ �' � Cents Per SY. $ � • '3G $ �/'� G' �S ; �D � . � 502 12. 16,021 LF. PROP. 7" CURB & 18" GUTTER ' S.P. ��t' t� c � e� .' Dollars & ; � �e . ; c , ,_ Cents Per LF. $ / � � $ / % ',� � .; � ' l 504 13. 5,030 SF. PROP. STD. 4" REINFORCED CONCRETE � SIDEWALK, LEADWALK AND/OR WHEELCHAIR RAMPS , �7 i��, , ;��1�_ '7 � i. - Dollars & $ . ��. $ / '% (�� 0 S, �� /�� ; Cents Per SF. � ' 504 14. 18,545 SF. PROF: S�. 6" REINFORCED CONCRET'E DWY. � _ -��2 � �'�. Dollars & $ `� z"' C_ $ �� `� � �J, 5 �' _ %�- < tC-�'� Cents Per SF. 504 15. 2,685 SF. PROP: VA�,LEY GUTTER ' _ - � -c ; t -< , Dol lars & `; / , , Cents Per SF. $ � . ' a_ $ / � `�,� S , � Z, � 312 16. 26.5 TON 6" I�-,.M.A.C. TRANSITION ` .> c-��-t-f�-��'-�c Dollars& t �Y� a , ,, C Z � r �, � � Cents Per TON. $ �c - � $ / ( ; 5` > , 452 17. 2 EA. R�MOVE EXIST, 5' INLET � ��5 � � ��-� i,:r f_ �� r �� Dollars & �/f t � Cents Per EA. $ � C <_` � � $ i �� ' � � � � � � �,, 452 18. 3 EA. REMOVE EXISTr 10' INLET .'r � i r: �< < �r' `��Ic, � ��,U� � , ��.� Dollars & '� � r _<_ Cents Per EA. $ �%C" c � � c � $ -,1 / G`-C� "� � � � 440 19. 12 LF. REMOVE 15" R.C.P. � :l � . , ` . Dollars & � c, ' ` ' ` i Z r: Cents Per LF. $/ C • $/� C' L 440 20. 12 LF. PROP. 15" CL. III R.C.P. , .. ( a ' ,� �� < f_ . -% < < <_ �_ Dollars & � � i c � �, Cents Per LF. $ , _ , ' � $ �>' "; ; . 444 21. 5 EA. PROP. STD. 10' INLET � � , , ,-�,,�, s,f�_.��,.:��E�: �� Dollars& ,,7 �� ? , , Cents Per EA $ ��-` ,_ -� � � $ ��'� i'r C� �`-. S.P. 22. 830 LF. 6" PIPE SUBDRAIN � r� _ �_ t � �-._ ,, Dollazs & fY��' �. -; ; , Cents Per LF. $ //, $ `�/ �� i � S.P. 23. 780 CY. TOP SOIL `"" 116 NINE Dollars & NO Cents Per CY. 9.00 $ 7,020.00 ,` � S.P. 24. 25 EA. ADJUST WATER VALVE BOX TWO HIJNDRED Dollars & � NO Cents Per EA. $ 200.00 $ 5,000.00 � 1 Q • a � a a � � � � � � � � � 0 � � D D � S.P. 25. 25 EA. MANHOLE ADJUST'MENT THREE HLJNDRED FIFTY Dollars & NO Cents Per EA. S.P. 26. 108 EA. ADJUST WATER METER BOX T'HIRTY FIVE Dollars & NO Cents Per EA. 444 27. 1 EA. �P�I.c�OVE�2�LACE 10' INLET TOP � Dollars & y.2.0 Cents Per EA $ 350.00 $ 8,750.00 $ 35.00 $ 3.780.00 $ �� '� $ o�-�� °-v TOTAL AMOi1NT BID-UNIT II-ALTERNATE NO. 1$ ��5" �! �, �-� � � TOTAL AMOUNT BID-UNIT III-ALTERNATE NO. 2$,�0°�9 (� ,� I, ��+ '/ t O • � j �. Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder further certifies that he has been fumished at least one set of the `Standard Specifications for Street and Storm Drain Construction-City of Fort Worth', and that he has read and thoroughly understands all the requirements and conditions of that document and the specific Contract Documents and appurtenant plans. The undersigned agrees to pay not less than the "Prevailing Wage Rates" as established by the City of Fort Worth, Texas. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. � The Bidder agrees to begin construction within 14 working days after issue of the work order for each sections and to comalete each section of this contract within the allotted time as C�eta118C� 111 tll@ SDeClal DI'OV1SlORS after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) ✓ A. The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. I(we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the foregoing bid: Addendum No. 1 (Initials) Addendum No. 2 (Initials) Addendum No. 3 (Initials) Addendum No. 4 (Initials) Respectfully submitted, MeCIECdDON CQ�ST. C0. iNi. � U � a D � � � � 0 a 0 � 0 � 0 Q 0 a � (Seal) Date: ' 9 � � By: � � Title E3A�1 ��CLENBON, PR�SIDENT Address N'.ls'. �J'� � B1JRL��t��V, Ti� 7�6097 8 � 7/�'�5-�6 �=�C �95-�7� Telephone: i VENDOR COMPLIANCE TO STATE LAW •-� D 0 � The 1985 Session of the Texas Legislature passed House Bi11620 relative to the award of contracts to nonresident bidders. T'his law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-State contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required too underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-State or nonresident bidders in order for your bid to meet specifications. The failure of out-of-State or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident vendors in (give State), our principal place of business, are required to be percent lower than resident bidders by State law. A copy of the Statute is attached. Nonresident vendors in (give State), our principal place of business, aze not required to underbid resident bidders. B. Ot�r �rincipal place of business or corporate o�ces are in the State of Texas. E �� 'J 'rJ BIDDER: McCLE��0�1 CQ�VST. CO. Ild�. P.O. ��flX 94� �RL�SO4�l, TX 7608� City State Zip By. DRN McCLENDO�i, PR�3IDENT (Please print) Signature: � DAN McCLENDON, PR��IDENT Title: (Please print) THIS FORM MUST BE RETURNED WITH YOUR OUOTATION, � � Ll � � � � L� i� � D y ci� of Fort wortn � Minority and Women usiness Enter`prise Specif-+cations� � -��P'f 0�' MBEIWBE UTILIZAT�IO�J E��p�G/CF4°� u � �I L�' � J I� � � ��J I � / .A;E . /� C � l� v� � �, �,� � s �� 2 � �. � �/ �('.�� Pf71ME COMPAM' NAME � BIp�AQ'�/ � " ��'-r 4 f�� G T� �s�U -� ��H ��-� 1 L. PR0.JECT 11AME PROJECT NUMBER CI7Y'S M/1VBE PROJEC'I' COAL: Z Gf � D M/WBE PERCENTAGE ACHIEVED: ATTACHMENT 1A Page 1 of� Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualifcation and will result in the bid being considered non-responsive to specifications. . Company Name, Contact Name, Address, and Telephone No. �e��f� U f" ? � O� �' X � U � Z Specify All Contracting Scope of Work ('j Specify All Items to be Supplied(") Dollar Amount �,:_ U � �� i ��,00a % I %O20 °O COW�Wv1 �✓4�(c • ��y� � /� ... Z..i 2� f. l3.11�..G. c.n ST ..... ..... �� ,� W v � f c.. i T�C � 13c,rv�(( -�zy -�s"Zy"-. � T G T�G� aK, r k`l "7 o r � �e �, � �'� �S�- I� f (,c�o � �C, � % �C S.�e �., -� � s s c`�3�- 718/� �c� �rc cCc�,ps / � �� J s�q �s ✓ ; 2 �� o �(,.� � E=�.�. (�s�� ,��A ae�t��d ed � � � • �( , i �c � �o zz '� � ��.i�4�'v�,r Z�$-59rn T��o��r r�. � l 0 1 �b o o✓ �! M/WBEs must be Iocated In the 9(nlne) county marketplace or currently doing buslness ln the marketplace at the time of bld. �(') Specify all areas In which MWBE's are to be utlltzed and/or Items to be supplled: (•) A complete IlsUng of Items to be supplled is requlred In order to recelve credit toward the MIWBE goal. a (•�) Idenafy each Tier level. Tler: Means the level of subcontracting below the prime contractor/consultant, I.e., a direct paymQn� from the prime contractor to a subcontractor Is consldered 1" tier, a payment by a subcontractor to Its suppller Is consldered 2n° tler. � THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMEN7 BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE � Rov. 617J9F, � � � 0 � � , City of Fort Worth Minority and Women Qusiness Enterprise Specifications MBEIWBE UTILIZATION Company Name, Contact Name, certlfled Specify All Contracting � Specify All Items to be Address, and Telephone No. -- Scope of Work (') Supplied(') ,�_ � oo gm � � � N F- U Z � , I� a � � o �c.��t-✓o�c�rr,� r�o �3�x-7 3 i _. . ,9. I V G ��-(O , 7-x .. . .. ... . �� - , S. Sel� S�8=Qo3c�� u I� u ..�h l.e �-5 / ✓ � r�G � `�. a � � 2 C< </V1 U c� %�/11,c� t �I� c� 1{-�-c.c ��e c.� 5_��. .. � F�-�o��+,Tx 7��n i �w�o�.sa��l�z 92G-�1�8� � (�d M� l�sT��.�k� sc�2� �oNy �� , ✓ i �f wo��C,,7"x ��iz l�. M y(P s `� sI - oC,sz. ATTACHMENT 1A Page 2 of � 3 Dollar Amount � / ��°� z ° � �" " �, � a I z 3,000� �� Z. 3, o d � � The 4idder further agrees to provide, directly to the City upon request, complete and accurate information regarding �actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that wil! substantiate the actual work performed by the MBE(s) andlor WBE(s) on this contract, by an author�zed �o�cer or employee of the City. Any intentional andlor knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3j years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may resu(t in a determination of an irresponsible offeror and barred from � participating in City work for a period of time not less than one (1) year. ALL MBEs and WBEs MUST BE CER7IFIED BY THE CITY BEFORE CONTRACT AWARD � a � � 0 � Authorized Signature Title Company Name Address NGu%✓ 0�7— 7- �,�, �, � /-�a u (- a�� . 7r�� k� � Printed Signature Contact Name and Title (if different) Telephone Number (s) Fax Number CitylState/Zip C de Date ` ��.�- �- �� C.ca vi. t- � r� �� o v1 THIS FORM MUST BE RECEIVED BY THE MANAGlNG DEPARTMENT BY 5:00 p.m., FlYE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Ro� 6121`. � � ATTACHMENT ��, ` Page� ot� �J city of Fort worth Minority and Women 6usiness Enterprise Specifications � ' Company Name, Contact Name, Address and �lephone No. � I Z oo � SY�G +� f �'�- c� . i �Cn � TB �4 ? S ��! �? � �G r,�'j � ._ -�z��r � , , �� .. �� G �tol G�fC.c.a � l k � - �{ � t Z/'�` Q c r-Q ,��; �=� c�vi�G,Tx ?�ii� aJ. ��au�i�. �ZS-6�(, z �O � H 5 0��`,j'o � c� s o c.,,., aP � �ox /(v 7�7 �'fWv��,, i� 7Col�Z aMJ��hao� 3?�-l�Sy � � L�J L�J !J u L�J � Certlfled V OD � o � X�Z� � MBE/WBE UTILIZATION Specify All Contracting �Sc (pe of Wojk (`) t,�. — ca (' � �✓�t c4. � i" .� Specify All Items to be Supplied(') Dollar Arnount �,;' �. F-m, �d Q � `� Z � 3000p. ��zi-�--�~d-�-- -a-� �-� � � -� �`"' �? G <.�. 1 ' p d�d^ ✓ T"rc�` �. �'�, y ,�-' � ��.�� o��- � �-- , � v�� 2 3 6�v � 2 �od`� ` The bidder further agrees to provide, directly to the City upon request, complete and accurate information regardi��g actual work performed by all subcontractors, including MBE(s) andlor WBE�s) arrangements submitted with this bia. The bidder also agrees to allow an audit andlor examination of any books, records and files held by their compan; that will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authoriz�a officer or employee of the City. Any intentional andlor knowing misrepresentation of facts wi(I be grounds fvr �erminating the contract or debarment from City work for a period of not less than three (3) years and for initiae.�;y action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance �,�a creates a materiaf breach of contract may result in a determination of an irresponsible offeror and barred fr��» pa � i ating in City work for a period of ' e not less than one (1j year. A B s a s U BE CERTIFIED BY THE CITY BEFORE CONTRAC/T AWARD .( �,/� �V X � � ,�LG v� /�C C C� c� �n � �thorized Signaiure � . Printed Signature G ,,� /� � CC� �� .s, � �.� Title r �� Contact Name and Title (if different) /1/l c �t� �c�c� �, ��c,�..� � � ,_.7''�, � �i l 7 — z 9 S - d o � � Company me � 7elephone Number (s) (�o �ox ��o f3/7--2-�'iS"-��79� Ad¢ �ess Fax Number �(�5�✓��So�,, /X 7�0�7 C.S��DI/c/% CirylState/Zip Code � Date � � THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER � � OPENING, EXCLUSIVE OF THE BID OPENING DATE � fZ V � '.. -. - a . , � � � � C � L�J � �� ATTACHMENT 1C Page 1 of 3 CI�/ Of FOI't wOt'til Minority and V1�omen Business Enterprise GOOD FAITH EFFORT ��,� Prime Company Name ��8 c.�� Project Name � J � S � �,�� ,. �✓ �/ �-- `� d�/Z �/�� Bid Dat� � Project Number �If you have failed to secure M/WBE participation and you have subcontracting andlor supplier opportunities or if � your M/WBE participation is less than the City's project goal, you must complete this form. If the bidder's method of compliance with the M1WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional andlor knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the hid being considered non-responsive to bid specifications. ` � 1.) Please list each and every subcontracting and/or supplier opportunity (DO N07 LIST NAMES OF FIRMS which will be used in the completion of this project, regardless of whether it is to be provided by a M/WBE or non- M/WBE. � � �' � � J � (Use additional sheets, if necessar}� List of: Subcontractina Oqportunities � v� ��e c�s � ra � v��t y,P , N M�- c, �,� s p G�� , �� f� cc �✓ c'c a c�-es . /� G u 1 p G'd' `�' � c.c c, k, c y� List of: Supplier Oppo�tunities �c,� / 2e 6 G r ��.�� — � �X CD�i �v-P� �� u l �� l�'� S l�. �`� �C��'Ot� u LRJ L!' �,,1 ��J l�J L LJ � u u � SPECIAL PROVISIQNS (TRANSPORTATION/PUBLIC WORKS) FOR: - U1vIT II: PAVING IMPROVEMENTS ALTERNATE NO. 1 U1�iIT III: PAVING IMPROVEMENTS ALTERNATE NO. 2 EDGECLIFF FROM MCCART TO CITY LIMIT (RR) DOE # 2028 f'� MALVEY FROM WESTRIDGE TO MALVEY. DOE # 2014 9i EAST LANE FROM MALVEY TO IH 30 SERVICE RD. DOE # 2013 7jEDGEHILL FROM HILLDALE TO CRESTMORE DOE # 2016 � CLARA FROM MISTLETOE TO MISTLETOE DOE # 2012 �j WAINWRIGHT FROM CARVERLY TO STALCUP DOE # 2003 WESTCREST FROM WAYSIDE TO SOUTHCREST DOE # 2022 ODELL FROM FRAZIER TO LOOP 820 SERVICE RD. DOE # 2023 MCCONNELL FROM GORDON TO CALIFORNIA PKWY.DOE # 2024 GORDON FROM SOUTHCREST TO FRAZIER DOE # 2020 K-1555 K-1523 K-1522 K-0691 K-152� K-1536 K-1566 K-1568 K-1567 K-1553 C115-020115040584 C115-020115040583 C�115-020115040583 C115-020115040583 CI1S-020115040586 C115-020115040585 C115-020115040584 C115-020115040584 C115-020115040584 C1°15-020115040584 1. SCOPE OF WORK: The work covered by these plans and specifications consist of Unit II: 3" H.M.A.C. pavement over 8" cement stabilized pulverized subgrade or Unit III: 5" H.M.A.C. pavement over 6" lime stabilized subgrade and all other miscellaneous items of construction to be performed as outlined in the Plans and Specifications which are necessary to satisfactorily complete the work. This contract shafl be constructed in 5ve sections. Section I will be Edgecliff. Section II will be Malvey, Clara, East Lane, and Edgehill. Section III will be Wainwright. Section IV will be Westcrest and Odell. Section V will be Gordon and McConnell The paving improvements for each section will not proceed until the water and sanitary sew�r replacements have been completed in each of t6ese sections. 2. AW�ARDING OF CONTRACT: Contract may not necessarily be awarded to the lowest bidder of either Unit pII or Unit III. The" City Engineer shall evaluate and recommend to the City Council the best bid which is considered to be in the best interest of the City. � u � L�J 3. WORK ORDER ISSUANCE: All utilities and right-of-way easements are expected to be cleaz and easements and/or permits obtained on this project within sixty (60) days of advertisement of this project. The work order for subject project will not be issued �nntil all utilities , right-of-ways, easements and/or permits are cleared or obtained. The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contrac� In addition, specific to this contract, the Contractor will not be issued work orders until the water and sanitary sewer replacements in each section have been completeil and accepted. Upon acceptance of utility work, the Contractor will be issued work orders for each section and will have fourteen (14) working days to begin work. Wh�n the work oGder is issued, the Contractor will be considered to be in control of this section of the work. It should be noted that the work should progress from Section I to Section V. . � -:�� In order to aid the Contrarctor in preparing his bid, an estimated schedule for the water, sanitary sewer, and paving replacements for each section has been included at the end of the special provisions sect�on. A breakdown of the paving bid items has also been included. The schedule and quantity breakdown are for informational purposes only► However, the Contractor should understarid that � adverse weather and unforeseen circumstances can affect these estimated dates and shall not hold the City of Fort Worth responsible for any delays in issuing the work orders for this Contrac� Therefore, the paving contractor wilt be required to attend the pre-construction conference for the water and a 1�.' sewer project and will be provided with a more accurate schedule at that time. Paving Contractor should be aware that contract time may be required to run concurrently on more than one section 4. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of working days. Time will be charged on each section as noted in the schedule included at the end of the Special Provisions section. Liquidated damages will be based on the aggregate value of each section, not on the total contract value. 5. INCREASE OR DECREASE IN OUANTITIE�: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. When the quantity of work to be done or materials to be fumished under any major pay item of the contract is more than 125% of the quantity;,stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity stated in the contract. When the quantity of the work to be done or materials to be furnished under any major pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. A major pay item is defined as any individual bid item iricluded in the proposal that has a total cost equal to or greater than 5 percent ofthe original contract. - A minor pay item is defined as any individual bid item included in the proposal that has a total cost less than 5 percent of the original contract. In the event Owner and Contractor aze unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field.cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of the Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense and all other elements of cost and expense not embraced with the actual field cost as herein specified upon request, the Contractor shall provide the Director of Engineering access to all accounts, bills and vouchers relating thereto. 6. RIGHT TO ABANDON: The City reserves the right to abandon, without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. 7. CONSTRUCTION SPECIFICATIONS: This conhact and project aze governed by the two following published specifications, except as modified by these Special Provisions: STANDARD SPECIF�CATIONS FOR STREET AND STORM DRAIN CONSTRUCTION � �' L� � � CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of either of these specifications may be gurchased at the Office of the Department of Engineering, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the pay item by the Engineer. If not shown, then applicable published specifications in�either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 8. CON'I'RACT DOCUMENTS: Bidders shall not separate, detach or remove any portion, segment or sheets � from the contract documents at any time. Failure,.to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "nonresponsive" and rejecting bids or voiding contract as appropriate and as determined by the Director of the Department of Engineering. l� � I� �J � L�J �' L' L�� L�J � �l 0 9. MAINTENANCE STATEMENT: The Cor.�actor shall be responsible for defects in this project due to faulty materials and worlananship, or both, for a period of one (1) year from date of fmal acceptance of this project by the City Cou'ncil of the City of Fort Worth and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 10. CONSTRUCTION STAKING: Construction stakes for line and grade will be provided by the City as outlined on page 17, Standard Specifications for Construction, City of Fort Worth. 11. TRAFFIC CONTROL: The contractor shall be responsible far prov .ding traffic control during the consttuction of this project consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the � uthority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6'Old Vemon's Civil Statues, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sig$�, street name sign or other sign which has been erected by the City. If it is determined that a sign must be r moved to permit required construction, the Contractor shall contact the Transportation and Pub ic Works Department. Signs and Mazkings Division (phone number 871-8075), ta remove the sign. the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign m eting the requirements of the above referenced manual and such temporary sign �must be installed prior t Ithe removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the jrequired specifications, the permanent� sign shall:,be left in place until the temporary sign requirements aze �et. When construction work is completed to the extent that the permanent sign can be reinstalled thel Contractor shall again contact the Signs and Mazkings Division to reinstall the permanent sign and shal� leave his temporary sign in place unril such reinstallation is completed. � 12. DELAYS: The Contractor shall receive no compensation for delays br hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the f-ilure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presepted by the Contrac:or to the Engineer and if by him found correct shall be approved and refened by hirti to the Council for fmal approval or disapproval; and the action thereon by the Council shall be fmal and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessaiy instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and.no such extension of time shall release the Contracto,r or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the contract. 13. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project azea. Contractor shall protect construction as required by Engineer by providing barricades. Barcicades, warning and detour signs shall conform to the Standazd Specifications "Bairiers and Warning and/or Detour Signs," Item 524 and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Tra�c Control Devices, Vol. No. 1." 14. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoiUfill material, the contractor shall advise the Director of the Department of Engineering actutg as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the �equirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain permit can be issuetl upon approval of necessazy engineering studies. No fill permit is required if disposal sites aze not in a flood plain. Approval of the contractors disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, �including any necessary engineering studies, shall be at the contractors expense. In the event that the contractor disposes of spoiUfjll materia(s at a site without a fill permit or a letter from the administrator approving the disposai site, upon norification by the Director of Engineering, contractor shall remove the spoiUfill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 15, ZONING REOUIREMENTS: During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 16. OUALITY CONTROL TESTING: (a) The contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear�any expense related thereto. (b) , Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement and mortar which aze to be used later in the concrete. The contractor shall provide a certified copy of the test results to the City. (c) Quality control testing of in situ material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibiliry to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the contractor for operations requiring testing. The contractor shall provide access and trench safety system (if required) for the site to be tested and any work effort involved is deemed to" be included in the unit price for the item being tested. (e) The contractor shall �rovide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. C'� 0 L�� l�l t� � L�J �� u I�J � � C�J �� l�J �I, 17. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 18. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES,: � The following procedures will be followed regazding the subject item nn this contract: (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoist:ng equipment or similaz appazatus. The warning sign shall read as follows: "WARNING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guazd about the boom or ann, except back hoes or dippers and insulator links on the lift hood connections. (c) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TCJ Electric Service Company) which will erect temporary mechanical barriers, de- energize the line or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of ail such calls to TU Electric Service Company and shall record action taken in each case. (d) The contractor is required to make atrangements with the TCJ Electric Service Company for the temporary relocation or raising of high voltage lines �at the contractor's sole cost and expense. (e) No person shall work within six feet'of a high voltage line without protection having been taken as outlined in Pazagraph (c). . 19. WAT'ER DEPARTMENT PRE-OUALIFICATIONS: Any contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the W.,ater Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications which general specificarions shall govem performance of all such work. 20. RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) yeazs after fmal payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after fmal payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor involving transactions to the subcontract and further, that Ciry shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct sudits in compliance with the provisions of this article together with subsection (c ) hereof. City shall give subcontractor reasonable advance notice of intended audits. � (c) Contractor and subcontractor agee to photo copy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of copies as follows: 1. 50 copies and under $0.10 per page. 2. More than 50 copies $0.85 for first page plus $0.15 for each page.thereafter. (d) "Contractor agrees�that the City shall, until the expiration of three (3) years after fmal payment under this contract have access to and the right to examine any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract and further, that City shall have access during normal working hours to all appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits." CONSTRUCTION NON-PAY ITEM No. 1- CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for 'shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No. 2- SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No. 3- PROTECTION OF TREES. PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work. By ordinance, the contractor must obtain a permit from the City Forester before any work (trimming, removal or root pruning) can be done on trees or shrubs growing on public property including street rights-of-way and designated alleys� This permit can be obtained by calling the Forestry Office at 87115738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standazds can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by tl{� City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when ptuning paint is recommended. NON-PAYsITEM No. 4- CONCRETE COLORED SURFACE: Concrete wheelchair ramp surfaces, excluding the side slopes and curb, shall be colored with LITHOCHROME color hazdener or equal. A'tirick red color, a dry-shake hazdener manufactured by L.M. Scofield Company or equal, shall be used in accordance with manufacturers instructions. Contractor shall provide a sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specifications. The sample, upon approval of the Engineer, shall be the acceptable standazd to be applied for all construction covered in the scope of this Non-Pay Item. No direct payment will be made for this item and it shall be considered incidental to this contract. The method of application shall be by screen, sifter, sieve, or other means in order to provide for a uniform color distribution. � l�' l�' L�J � L�! I� u I� � � L!'1 � L�J u � IL�J � NON-PAY ITEM No. 5- SILICONE JOINT SEALING FOR WHEELCHAIR RAMP JOINTS: �' CITf' OF FORT WORTH, TEXAS� TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1, October 18, 1989) (Revision 2, Iviay 12, 1994) SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and cwbs shall supersede Item 314.2. (11) "Joint Sealing Materials" of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CIT'Y OF FORT WORTH, and Item 2.210 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH TEXAS COUNCIL OF GOVERNMENTS. 3. MATERIALS 3.1 The silicone joint sealant shall meet Federal Specification TT-S-001543A fo: Class A sealant except as modified by the test requirements of this specification. Before the installation of the joint sealant, the Contractor shall furnish the Engineer certification by an independent testing laboratory that the silicone joint' sealant meet these requirements. 3.2 The manufaeturer of the silicone joint sealant shall have a minunum two-year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealanY'systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 3.3 Self-Leveling Silicone Joint Sealant The joint sealant shall be Dow Coming 890-SL self-leveling silicone joint sealant as manufactured by Dow Coming Corporation, Midland, MI 48686-0994, or an approved equal. Self-LevelinQ Silicone Joint Sealant Test Method Test Reauirement AS SUPPLIED �..« MIL-S-8802 ASTM D 1475 .... .,... ««*. • Non Voiatil� Content, °!o min. Extrusion Rate, grams/minute Specific Gravity Skin-Over Time, minutes max. Cure,,Time, days Full Adhesion, days 96 to 99 275 to 550 1.206 to 1.340 60 14to21 14to21 l�J AS CURED - AFTER ASTM D 412, Die C ASTM D 3583 (Sect. 14 Mod.) ASTM C 719 ASTM D 3583 (Sect. 14 Mod.) aASTM D 3583 (Sect. 14 Mod.) Mod. Elongation, % min. Modulus @ 150% Elongation, psi max. Movement, 10 cycles @ +100/-50% Adhesion to Concrete, % Elongation min. Adhesion to Asphalt, % Elongation min. 1400 9 No Failure 600 .�� 3.4 'The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be installed in the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them. Reference is made to the "Construction Detail" sheet for the various joint details with their respective dimensions. 4. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the "Construction Detail" sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the "dummy" joints, the initial 1/4 inch width "green" saw-cut and the "reservoir" saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure for a minimum of seven (7) days. Then the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, and the joint sealant installed. During the application of the joint sealant, the weather shall not be inclement and the temperature shall be 40F (4C) and rising. 5. EQUIPMENT 5.1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: 5.2 Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 5.3 High Pressure Water Pump: The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint. 5.4 Air`Compressors: The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfrn. There shall be suitable reaps for the removal of all free �: water and oil from the compressed air. The blow-tube shall fir into the saw-cut joint. � � 5.5 5.6 5.7 5.8 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. � �J L;' Injection Tool: This mechanical device siiall apply the sealant uniformly into the }oint. Sandblaster: The design shall be for commercial use with air compressors as specified in Pazagraph 5.4. Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination. They shall be compatible with the join depth and width requirements. 0 6. CONSTRUCTION METHODS 6.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and Qjoint sealant placement shall be performed in a continuous sequence of operations ,L� l�J � � 6.2 Sawing Joints: The joints shall be� saw�cut to the width and depth as shown on the "Construction.Detail" sheet. The f�acas of the joints shall be uniform in width and depth along the full length of the joint. . 6.3 Cleaning Joints: Immediately after sa�ing, the resulting concrete slurry shall be completely removed from the joint an� adjacent area by flushing with high• pressure water. The water flushing sh 11 be done in one-direction to prevent joint contamination. � When the Contractor elects to saw thel joint by the dry method, flushing the joint with high pressure water may be delet d. The dust resulting from the sawing shall be removed from the joint by us' g compressed air. (Paragraph Rev. 1, October 18, 1989) Q Afier complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device sathat the sand blast will be directed at an ang3e of 45 degrees and at a distance of one to two inches from the face of a the joint. Both joint faces shall be sandblasted in separate, one directional passes. Upon the termination of the sandblasting, the joints shall be blown-aut using compressed air. The blow tube shall fit into the joints. � � � L�1 �, The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned. Solvents will not be permitted to remove stains and contamination. 6.4 Iminediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed ovemight. Bond Breaker Rod and Tape: The bond breaker rod and tae shall be installed in the cleaned joint prior to==the application of the joint sealant in a manner that will produce the reqdi�ed dimer.sions. Joint Sealant: Upon placement of the bond breaker rod and tape, the joint � sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted �when the air and pavement temperature is less than 40F (4C). Joints shall not be sealed unless they are clean and dry. Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean final condition. Traffic shall not be allowed on the fresh sealant un�til it becomes tack-free. Approval of Joints: A representative of the sealant manufacturer shall be present at the job site at the beginning of the fmal cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dry joints before the sealing operation commences. 7. WARRANTY T'he Contractor shall provide the Engineer a manufacturer's written guazantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the Ciry. Both warranties shall be for one yeaz after fmal acceptance of the completed work by the Engineer. 8. BASIS OF PAYMENT No separate payment will be made for Silicone Joint Sealant. This item will be considered subsidiary to the contract will include furnishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. NON-PAY ITEM No. 6— RECONNECTION OF EXISTING DRAINS: All drain lines that drain through the existing curb will be reconne�ted through the proposed curb. Any relocations or adjustments required to the existing drain line to connect through the proposed curb will be considered subsidiary to this contract and no additional payment will be made. NON-PAY ITEM No. 7— PROJECT CLEAN�UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be done on a daily basis. Clean up work shall include, but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of �ny ltind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. 6J l�J � � � u � L�"J � � � � lJ � � � � Final cleanup work shall be done for this project as soon as the paving and curb°and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. NON-PAY IT'EM No. 8=�PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail, all phases of construction, including project cleanup, and allow the contractor to complete the work,.in the allotted time. This schedule will also provide t6e Construction Manager with an estimated completion date of work to be performed under this Contract. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will start even,if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved in producing and maintaining the project schedule shall be subsidiary to this contract. PAY ITEM Unit II-No. 1 and Unit III-No. 1- UTILIT'Y ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be compazable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances aze the property owner's responsibility to maintain. ;An azbitrary figure has been placed in the Proposal; howeve:, this does not guazantee any payment for utility adjustments, neither does it confine utility adjustinents to the amount shown in the Proposal. It shall be the "Contractor" responsibility to provide the services of a licensed plumber to make the utility adjustcnents determined ne essary by the Engineer. No payment will be made for utility adjustments except those adjustments determ' ed necessary by the Engineer. Should the contractor damage service lines due to his negligence, where such 1' es would not have required adjustrnent or repair otherwise, the lines shall be repaired and adjusted by the contractor at the contractor's expense. The payment to the contractor for utility adjustments shall be the actual cost of the adjusUnents plus ten percent (10%) to cover the cost of bond and overhead incurred by the contractor in handling the utility adjustments. PAY ITEM Unit II-No. 2 and Unit III-No. 2- PROJECT DESIGNATION SIGN: The contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of the contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The qi�ality of the paint, painting and lettering on the signs shall be approved by the Engineer. The height and arr�ngement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of'/," f plywood, grade A-C (exter'ior) or better. These signs shall be installed on barricades or as �directed by the �ngineer and in plac� at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. ,PAY IT'EM Unit II-No. 9- UNCLASSIFIED STREET EXCAVATION: L�J Contractor should be aware that this item will cover all excavations required including, but not limited to, 3" undercutting as described in attached recommendations, any excavation due to lowering of proposed curb line, and any excavation required to shape existing subbase to the standard crown for the proposed roadway. All objectionable material found within the limits of excavation shall be removed from the job site and disposed of in a manner satisfactory to the Engineer. Removal of such shall be subsidiary to this item unless otherwise provided herein. During the construction of this project, it is required that all pazkways be excavated and shaped at the same time the roadway is excavated (if applicable.) Excess excavation will be disposed of at locations approved by the engineer. The intention of the owner is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. PAY ITEM Unit III-No. 9- UNCLASSIFIED STREET EXCAVATTON: All objectionable material found within the limits of excavation shall be removed from the job site and disposed of in a manner satisfactory to the Engineer. Removal of such shall be subsidiary to this item unless otherwise provided herein. During the construction of this project, it is required that all pazkways be excavated and shaped at the same time the roadway is excavated (if applicable.) Excess excavation will be disposed of at locations approved by the engineer. The intention pf the owner is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather than pl�n quantities is responsible for beazing any survey and/or measurement costs necessary to verify the actual quantities. PAY ITEM Unit II-No. 10 & PAY ITEM Unit II-No.l l— 8" PULVERIZATION & 3" H.M.A.C. PAVEMENT TYPE "D" MIX: The construction sequencing for this project and specifically for this item is described by the following attached recommendations provided by Department of Engineering Construction Services Division. PAY ITEM Unit II-No. 12 — 7" CURB & 18" GUTTER: All provisions of Standard Specification No. 502 `Concrete Curb & Gutter' shall apply except as modified herein: Subsidiary to the unit price bid per lineaz foot shall be the following: a) � A minimum of 5" or greater as r�quired depth of flexbase material properly compacted under the proposed curb and gutter as shown in the construction details. b) Flexbase material to a depth of at least 8" and a width as required in the roadway adjacent to the proposed gutter where the existing pavement and subbase was removed to allow for the forms to be placed to pour the proposed curb and gutter. This is intended to replace the'necessary material required for the pulverization process. c) If the Contractor fails to backfill either in front of the gutter or behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb and gutter shall be reduced by 25% until the backfill operation is complete. I�� L�1 � LJ � � L�'J PAY IT'EM Unit.III-No. 11— 5" H.M.A.C. PAVEMENT:. All provisions of Standazd Specificatit�n No. 312 `Hot-Mix Asphaltic Concrete' shall apply except as modified herein: The base course shall be a 3" deep Type "B" course placed in one IifE. The surface course shall be a 2" deep Type "D" course placed in one liR. PAY ITEM Unit III-No. 13 — 7" CURB & 18" GUTTER:. All provisions of Standazd Specification No. 502 `Concrete Curb & Gutter' shall apply except as modified herein: Subsidiary to the unit price bid per linear foot shall be the following: If the Contractor fails to backfill behind the curb within seven (7) calendaz days of powing the�curb and gutter, the amount paid for the curb and gutter shal� be redaced by 25% until;the backfill operation is complete. PAY ITEM Unit II-No. 15 and Unit III-No. 17 - HMAC TRANSITI�N: This item will consist of the furnishing and placing at varying thiclrne ses an H.M.A.C. surface in transition areas where indicated on the plans, as specified in these specification�and at other locations as may be directed by the Engineer. i This item shall be governed by all applicable provisions of Standard Specifications Item 312. The price bid per ton HMAC Transition as shown in the Proposal will be full payment for materials including all labor, equipment, tools'and incidentals necessary to complete the work. Q PAY ITEM Unit II-No. 20 and Unit III-No. 20 — PROP 15" RCP: Trench Safety for these items shall be as follows: Description: This item will consist of the basic requirements which the contractor must comply with in order to provide for the safety and health of workers in a trench. The contractor shall develop, design and implement the a trench excavation safety protection system. The contractor shall beaz the sole responsibility for the adequacy of the trench safety system and provid�ng "a safe place to work" for the worlanan. � �� L�J C� The trench excavation safety protection system shalI be used for all trench excavations deeper than five (5) feet. The Excavating and Trenching Operation Manual o€the Occupational Safety and Health Administration, U.S. Depattment of Labor, shall be' Yhe minimum governing requirement of this item and is hereby made a part of this specification. The contractor shall, in addition, comply with all other applicable Federal, State and local rules, regulations and ordinances. Measurement anii Payment: All methods used for trench excavation safety protection shall be considered subsidiary to the cost of installing the pipe as shown on the plans. No separate payment will be made. PAY ITEM Unit II-No. 22 and Unit III-No. 22 - 6" PIPE SUBDRAIN: No specific location for this item is designated on the plans. Subdrain shall be installed only if field conditions indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer. � PAY ITEM Unit II-No. 23 and Unit III-No. 23 - TOPSOIL: The proposed quantities aze estimates only and intended for use in the parkway. This pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume (full truck with � sideboards up) tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. OPAY ITEM'Unit II-No. 24 and Unit III-Nc:. 24 - ADJUST WATER VALVE BOX: L!"!! Contractor will be responsible for adjusting water valve boxes to match new pa�ement grade. Subsidiary to this item shall be the installation of a concrete collaz per attached detail. The water valves themselves will be adjusted by City of Fort Worth Water Departrnent forces. . The concrefe shall be designed to achieve a minimum compressive strength of 3,000 pounds.per square inch. Work shall be completed and the street open to traffic within seven (7) calendar days of beginning work on the water valve box. If the Contractor fails to complete the work within seven (7) calendar days, a$100.00 per day liquidated damage will be assessed per water valve box per day. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM Unit II-No. 25 and Unit III-No. 25 - MANHOLE ADNSTMENT: This item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as shown on the plans or as directed by the Engineer. Standard Specification Item No. 450 shall apply except as follows: Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl rubber or plastic sealing c�bmpound for sealing interior and/or exterior joints on concrete manhole sections as per current City Water Department Special Conditions. Subsidiary to this item will be the installation of a concrete collar per Water Depariment GCD Figure 121. The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch. Work shall be completed and the street open to traffic within seven (7) calendaz days of beginning work on the manhole. If the Contractor fails to complete the work within seven ('n calendar days, a$100.00 per day liquidated damage will be assessed per manhote per day. � PAY ITEM Unit II-No. 26 and Unit III-No. 26 - ADNST WATER METER BOX: This item shall include raising or lowering an existing meter box to the pazkway grade specified. No payment will be made for existing boxes which are within 0.1' of spe�ified parkway grade. The unit price bid will be, full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work: � C] O 0 O L"� �77 C� �� Q C.� C� C� C� � C� C�] Cl L� C7 O 0 ID Task Name 1 Contract 99B 2 Section 1 Water and Sewer 3 Section 2 Water andSewer 4 Section 3 Water and Sewer 5 Section 4 Water and Sewer 6 SecUon 5 Water and Sewer 7 6 Section 1 Paving 9 Section 2 Paving 10 Section 3 Paving 11 Section 4 Paving 12 Section 5 Paving 13 14 15 16 17 IDuntlon I 1E3 days 25 days 25 days 20 days 27 days 30 days 30 days 35 days 30 days 27 days 30 days September October NovemberJ December January IFebruaryJ March J /lprll l May l Jun� J Start I Flnlsh 2�� 5 �12�79�26� 3 �10�17�24�31 � 7 �14�21 �28� 5 �12�19�26� 2 � 9 �16�23�30� 6 113�20�27� 5 �12�19�26� 2 � 9 �16�23�30� 7 �14�21 �28� 4 �11�18�25 2 � 9 Wed 9N/99 F�I 7H4/00 Wed 9/1/99 wea �onsiss �� I I I I I I I I I I f�� Wed 10l20/99 Wed 12/1/99 �« I I� I I I I�� Wed 12lE/99 Tue 1H1/00 �� I I I I I i j I Ii�r T _L11LL111_LI� Tue 1l1al00 Thu 3/2/00 �« I I I� I I' I I I I I�� Thu3/9l00 Fri4/28/00 ��_III�II�IIIII'�� Tue 11/9/99 Wed 72/29/99 _.�.�:� I I I I I I I ��I I I I � t�i Tue 12/23l99 Thu 2124/00 _�, �� I I i � I,�: ; Fri 2/4/00 Tue 3/28/00 �; ei I I I I I I I I I I�y �; _:L Wed 3/29/00 Fri 5l12/00 _�, �� I I I I � I I I � � �,;�� Thu 5/25/00 F�� n�aioo --►��11 I I I I I I I I i I I I! I�� his Schedufe is based on 16 Working Days per month � , Project: 98 CIP Template Date: Tue 5/25/99 Task Progress Milestone (�1� � � � � � � � � � ��l Summary Rolled Up Progress Project Summary Rolled Up Task � :::.:::::::::€::::;::::: :::::::� Split ♦ Rolled Up Milestone � ,�> EMernal Tasks I �: ,, : " _ _ � Page 1 � Construction Estimate Contract 996-Complete ppy • TOTAL lTEM QTY. Mahey Clera East L�ne McConnell Watcrat (iordon Odell Ed cliti Edgehill Wainwright 1 3,000 5,000 3,000 5,000 4,000 4,000 3,000 �000 4,000 6,000 2 2 2 2 2 2 2 2 2 2 2 3 _ - - - - - - - - 410 480 4 1,110 885 I,000 , 2,225 1,960 1,520 1,000 I,E10 1,295 3,100 5 570 675 500 3,150 2,975 2.000 1,430 I,SSO 235 5,370 6 40 2,840 50 - - - • - - 2, �� 7 145 ISO 190 345 285 225 165 460 150 642 8 26 28 32 67 60 46 30 75 65 l00 9 1,260 1,390 1,590 3,330 2,940 2,280 1,500 3,725 3,155 4,980 10 1,260 1,390 1,590 3,330 2,940 2,280 1,500 3,725 3,155 4,980 11 1,110 885 1.000 _ 2,225 I,960 1,520 I,000 1,810 2.000 3,216 12 40 2,840 50 - - - - - - Z. �� t3 570 675 500 3.050 2.975 2,000 1,430 1,640 235 5,370 14 1,155_ - - - 320 320 - - 410 480 IS - - - ' 6 - - - 14 7 16 - 2 3 1 3 1 - 6 5 4 1� - 1 - 4 7 3 2 3 5 - I8 5 9 6 16 14 10 6 2 - 40 19 40 50 40 I00 100 100 100 100 100 I00 20 30 30 25 125 I10 85 60 100 80 135 21 - - - - - - - - � - u- - - - - - - - z - 23 - - - - - - - 3 - - 24 - - - - - - - 3 Z - 25 - - - - - - - - 12 - 26 - - - � - - - - 12 ' 27 • - - - - - - - 40 ' 0 UN1T DESCRIPTION OF ITEM 1 L.S. UIQ.ifY ADJUSTIvtENT 20 EA PROJEC'C DESI()NATION StCrNS (pre-bidj 890 S.F. REMOVE EXLST. CONCRETE VALIEY 15905 L.F. REMOVE EXISf. CURB AND GUiTER 18755 S.F. REMOVE EXIST. CONCRETE �WY. 5030 S.F. REMOVE EXIST. CONCRETE IDEWALK AND/OR WHEELCHAIIt RAMPS 2757 C.Y. UNCLASSffIED STREET EXCAVATION 529 TONS �EMEN'f�,° S'/. BY UNii' WEIG}CI' (USE 401!/SY FOA ESTIMAT'E) 26150 SY 8-INCH PULVER►ZATION 26150 SY 3' HMAC PAVEMEN'f (TYPE D MIX) 16726 L.F. PROP. 7' CURB R 18" Gl7CfER 5030 S.F. S7'D. 4" REINFORCED CONCRETE SmEWALK AND WHEELCHAIIL RAMP 18445 S.F. STD. 6" REINFORCED CONCRETE DWY 2685 S.F. PROPOSD CONCRETE VALLEY GVITER 26.5 TONS 6' H.M.AC. TRANSiI70N 25 EA AD]UST QATE VALVE BOX 25 EA. AD]IJST MANHOLE ' 108 EA ADJUST WATER bfE'IER BOX 830 L.F. 6' P�E SUBDRAIN 780 C.Y. TOP SOII, , 1 EA REPLACE IO' INLET TOP 2 EA REMOVE STD. S' IIVLET 3 EA , REMOVE STD. 10' INLET 5 EA. STD. 10' INLET 12 L.F. REMOVE 15" RCP 12 LF. 15" CL III RC.P. 40 S.F. REMOVE AND REPLACE EXPOSED AGGREGATE CONC. IEADWA[K � P�ving Altemate 1-3 on 8 � �� -� �� lr"'� Q� �"'� �-9 Q►'� �""� r� Q'-� c-'� �� r"'7 �'"� �� i C� �l C� C�1 C.. ='1 Q L� C� C� f� C� Q C� � C� t� t� L� � r � :o�etructlon Ea Imete Cor�trxt 19&CompleM ppy _ TOTAL �M QTY. UNIT DESCEt�TION OF 1'['EM Ma Clen Eut Lene McConnel� Westorest (iordon Odeil Edgecliff EdRehill WainwnQP�,�t ` 1 � 5.000 3,000 5.000 4,000 4,000 3,000 4,000 4,000 6,000 1 L.S. UIQ.CTY ADJUSTMENT 2 2 2 2 2 2 2 2 2 2 2 20 EA. PROJEC'f DESIGNATION SIGNS (Pre-bid) 3 . _ _ _ - - - - 410 480 890 S.F. REMOVE HXIST. CONCRETE VALLEY 4 1,110 885 1,000 2,225 I,960 1,520 1,000 1,610 1,295 3,100 15905 L.F. REMOVE FJCIST. CURB AND G[Tl'tER 5 570 675 S00 3,150 2,975 2,000 1,430 1.850 235 5,370 18755 S.F. REMOVEEXIST.CONCRETEDWY. 6 40 2,840 50 - - - - - - 2,100 5030 S.F. REMOVE EXIST. CONCRETE SIDEWAIK AND/OR WHEELCHAIIt RAMPS 7 210 220 215 535 455 390 250 710 380 920 4345 C.Y. UNCLASSff�D STREET EXCAVATION 8 24 23 23 55 49 36 25 60 53 92 432 TONS L1ME 9 1,695 1.640 1,645 3,950 3,485 2,T05 1,780 4,225 3,755 5,860 30740 S.Y. 6" LII� STABILIZED SUBGRADE (a128H/SY 10 1,260 1,390 1,590 3,330 2,940 2,260 1,500 3,725 3,155 4,980 26150 SY 5" HMAC PAVEMEM ' 11 1,110 885 1,000 2.225 1,960 1,520 1.000 l,810 1,295 3,216 16021 L.F. PROP. 7' CURB & 18" GUITER 12 40 2,840 50 - - - - - - 2, l00 5030 S.F. S7'D. 4" REINFORCED CONCRETE SIDEWALK AND NHEELCHADt RAMP !3 570 675 500 3.150 2,975 2,000 1,430 1,640 235 5,370 18545 S.F. STD. 6" REINFORCED CONCRETE DWY. 14 1,155 - - - 320 320 - - 410 480 2685 S.F. PROPOSED CONCREI'E VAI,LEY GUITER 15 _ _ _ _ �0 - - - - 7 16.5 TONS H.M.AC. TRANSifiON - ' �6 _ Z 3 1 3 1 - 6 5 a 25 EA ADJUST GATE VALVE BOX (� . 1 - 4 7 3 2 3 5 - 25 EA ADJUST MANHOIE 18 5 9 6 16 14 10 6 2 - 40 l08 EA ADJUST WATER METER BOX 19 40 50 40 100 100 100 100 100 100 I00 830 L.F. 6' P�E SUBDRAIIJ ' 20 30 30 25 . 125 110 ES 60 100 60 135 780 C.Y. TOP SOII. 21 . _ _ _ . _ _ . � - 1 EA REPLACE ld WLET TOP Y2 . _ . _ _ . _ _ 2 - 2 EA. REMOVE S7D. 5' INLET 23 . _ . _ _ . _ 3 - - 3 EA REMOVE S7D. IO' fNLET 24 - - - . _ . . 3 2 - 5 EA STD. t0' INLET . ZS _ _ . _ _ _ _ - 14 ' - ]4 TONS 6" HMAC TRANSiI70N -• Z6 _ _ _ _ _ _ _ _ 40 - 40 S.F. REMOVE AND REPLACE EXPOSED AGGREGA7E CONC. LEADWALK 27 _ _ _ . _ _ _ _ �Z - 12 L.F. REMOVE 15" RCP 28 - - - - - - - - 12 - 12 GF. I S" CL. IU RCP • Paving Altl�F'iate 2-5 on 6 � ,� 1 �� L�J � � u � ��l U � L�J � u � L�l L1 l�l � CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAII�ING WAGE RATES FOR 1999 AIR TOOL OPERATOR ASPHALT RAKER ASPHALT SHOVELER BATCHING PLANT WEIGHER CARPENTER CONCRETE FINISHER-PAVING CONCRETE FINISHER-STRUCTURES CONCRETE RUBBER ELECTRICIAN FLAGGER FORM �BUILDER-STRUCTURES FORM LINER-PAVING & CURB ' FORM SETTER-PAVING & CURB FORM SETTER-STRUCTURES LABORER-COMMON LABORER-UTILITY MECHANIC OILER SERVICER PAINTER-STRUCTURES PIPE LAYER BLASTER ASPHALT DISTRIBUTOR OPERATOR ASPHALT PAVING MACHINE BROOM OR SWEEPER OPERATOR BULLDOZER CONCRETE CURING MACHINE CONCRETE FII�IISHING MACHINE CONCRETE PAVING JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PAVING SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE OPERATOR CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL FOUNDATION DRILL OPERATOR CRAWLER MOUNTED FOUNDATION DRILL OPERATOR TRUCK MOUNTED FRONT END LOADER MILLING MACHINE OPERATOR I MIXER MOTOR GRADER OPERATOR FINE GRADE ' MOTOR GRADER QPERATOR PAVEMENT MARKING MACHINE ROLLER, STEEL WHEEL PLANT-MIX PAVEMENTS ROLLER, STEEL WHEEL OTHER FLATWHEEL OR TAMPING ROLLER, PNEiJMATIC, SELF-PROPELLED SCRAPER SCRAPER TRACTOR-CRAWLER TYPE TRACTOR-PNEUMATIC' - ` � TRAVELING MIXER WAGON-DRILL, BORING MACHINE � REINFORCING STEEL SETTER-PAVING REINFORCING STEEL SETTER-STRUCTURES STEEL WORKER-STRUCTURAL SPREADER BOX OPERATOR WORK ZONE BARRICADE $9.00 9.55 8.80 11.51 1030 10.50 9.83 8.84 15.37 7.55 9.83 9.00 9.24 9.09 7.32 8.94 12.68 10.17 9.41 11.00 8.98 11.50 10.29 10.30 8.72 10.74 9.25 11.13 10.42 9.00 10.39 10.50 9.92 11.04 10.00 11.83 9.96 8.62 10.30 11.97 10.96 7.32 9.06 8.59 8.48 9.63 10.58 9.15 8.83 12.00 13.21 13.31 14.80 10.00 7.32 � TRUCK DRIVER-SINGLE AXLE LIGHT TRUCK DRIVER-SINGLE AXLE HEAVY TRUCK DRIVER-TANDEM AXLE SEMI TRAILER TRUCK DRIVER-LOWBOY/FLOAT TRUCK DRIVER-TR.ANSIT MIX TRUCK DRIVER-WINCH VIBRATOR OPERATOR-HAND TYPE WELDER 8.965 9.02 8.77 10.44 9.47 9.00 7.32 11.57 D 0 � � � a � a 0 � � � � � � � � � aa �., � � �2� t- • PROJECT �ESIGNATION SIGN Jt � , 6� Cat o For , t �tTor��i � ,.l 5 V2' �M 3 I � �� . � 1 I I Y I 1 �w 11/t� ( � �.: � i � i v:"' , . I 4�-0� 7 3/�' y4w i � i �i7i � � t „�' I 11/Z" � s" �! \ r � � t i V2„ 6 �,� ,. �ro'ect T itie ,� �:ontractor: �� Contr.actors Name Scheduled Completion Date Yea r 4�� Ow lDN6FR?RN MMITE ( dLUE dACKGltOUIiD M�/ M�HITE LETTERS ) IETTE1dN0�CtTY OI iORT 1MORTN-�OOKYAN OENI ITALIC MO�ECT TfTL,E ,CpNTRACT01t a OATE IN MElVET1CA : / 1 1/� � � . ,. I" 2 V2" + II2'. t � i vs' f i� � � 0 �.�./µ-.—� - A . _.�a." � �OIMTf N � - J1///!//� � T1lAJ�fIt10M "\ ///////// / � / TR �A (i�A'IOT AS RECUIRE01 ou��r MATCN EXIfT1M0 A �OIMTt OU! TER h PLaN VIEW � � � Nof �o scol. . .Qn inr�rl ao a�or� tAan /'�Ia drpfA iad �o /�ti lbo�► .IiV'ie dIpJA ri// Ot itpoii�4 /� oI/ 6'wid� �o//iy put/srs. T�i tatriocfcr �!!/ D� iiQ�ii�4 ho lirt ta• pvll�r witA �.af�r b�lor� lbt jab it ootyf�d. T'COMCRCTC • VAlL6T =��.C. GUSTER M0.3 + 2�� C'G TR/WftflON . t-0 _ -I M0.3� ��•C � �� . . � 1 _�_.._ 11� . � :I . �/ '�1� � � ��. I .•� � � • _� .i�.� : J- ,�� t� N.u.�.C. TRAl1fIf10N =�i� 3� / 1TfY tq. S02 j L=T f� COxGRETE uSf Crushed CONGtETC Limestone a' - o' . llES10tMTlAL iTREETi SECT{ON 'A -A' • Nor ro sto/t fXtST. KIUIt. ►VY`f f ��ISE � � ; N r I The��T �sinJarced catcnt� w!/ty shal/�eploc� lha top T."of 1bs porems�r riJ�} lhe �emoialaQ portion ol povement lo be consliacfid /�c/ud/�D ta�p�odi l�iotar��1, ln aceordanci iv/Jh lh• lyp/caI por/�p iscl/o�. Tb� concr�t� re/%y.,r!/!br port�q�4 oeeordin� to ei�y slondordt lo� conci�l� �a�b o�d palf�r: Tb� �oQcr�t� sAo!! bt of irasAed ond scri�n�d ap�i��ot• rith � a:/n. of �Ir�l�Jsec�t� of c�m�nt p« eablcyord of co��t�. W�th a minimum�compressive strength of 3,000 pounds per square inch in seven days. � CUNCRETE V�4L L EY DETA/LS � , � � � � ExIST. K.K.A�C. tY1�'T� � KSL .�� \1 � sowRe r�tT or v�ucY GUTTCR YEA3URC0 ►R0� L�.CK•OF�WNt TQ �ACK-Of-WR• b♦ . \ _ . A,�ril 1 q9 � MArsxoLE �� WATER VALVE : I� � 1/2 W TYP ; ,d _. — —> -�. 0' t�i H � 2.0' W V �C -- -- / � � ' �. , . � _" / " J . � ' �� D . - j - .� : 8 - �4 BARS TYP. — --% • ` �� ` i . PLACED Ai1N 3" ' // =� � � . - � � BELOW SURFACE f ` � ♦ , ,� � �' ` � � 3�� TYP. ' k r ` � d y 1 — , •"_ _ _ ;. � • "..... --'___ ..._. _�_ 1 ��..._-"'_' �_— __ t' ��. s- � �� ,- � , O: , ; .. , . � � N A � / �f .o o A a .. . , ___.�..�., . 3 � : � - �� :� � �"`%' . � x < `. � • �� . . � � . � _�— � � n I . v U �'� •. �. -i n�M1�� i. PV�,iT . : PV�.lT � • —� '• • --�-----��-----�— ----• - ._—_ ._.�__. BASE �'� , . BASE . . ... .. ._ _ — ' �� ----•- -- � • : � GRADE RINGS AND — , RAM NECK ' CONCRETE COLLAR � , HEIGHT VARIES � � l 1. ALL CONCRETE USED SHALL BE 300 0 PSI. Z. CQNCRETE COLLAR SHALL EXT'END TO THE BOTTOM 4F BASE (MIN.). 3. CONCRETE COLLAR SHALL BE: . a) 4' x 4' for MANHOLE b) 2' x 2' for WATER VALVE. � CONCRETE COLLAR for MANHOLE and. WATER VALVE � NTS February 1993 � � � ATTENTION ; CURB RAMPS SHALL BE CONSTRUCTED�PERPENDICULAR TO THE CURB AT 57REE7 CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS ,WHERE FEASIBLE. SEE FIGS. 58,59 � 60. � � � ;.' `. ♦ t � . � ..� CITY �' FORT VORTF{, TEXAS - CI�STRLICTION STANIIARD OCTOB�R, 1992 � � � � �� R.O.W. M�Nl7LITHIC SIDEWALK CURB STREET CURB 'LINES TO BE � 1/4" DEEP TRANSiT10r 9„ � 8„ _ = x � I 4 JDINT, 3" GAP ,.. 4.. �.. R "� �.. � _ �.. �� pitTSt� �� / - ��YY Y�u� �ia� 4„ � �Sj�VAIK � j , ._. � CURB PAY LIMIT MW(. I�:HGTH O� St1R:AC£ TR£ATl�NT. (t�OY� S' FROM THE BAdt OF' CUR� E�MISION ItATER1Al RECfSSED 1/�" AND SEAtiD V/S1LICd�E (APPL[CABI,E TO I1LL N Q T E S C0.D-JOItrT t� 0 TYPICAL 1> fOR PARKWAY 1�IITH ELEVATION BEL01�1 STREET ELEVATIDN, THE SIDEVAUC CURB MUST BE 2" HIGHER THAN THE STREET CURB. ?� S[DE�/ALK CURB SHAU, NOT ENCRDACH ON THE PROPDSED VIDTH OF THE SIDEVALK OR RAMP. 3) FpR TYPE I RAMP MAXIHUM S[DE1�MlK CURB HEIGHT 0" TO 7". RAMP X-SECT�I�N i , ; � a � , w ' CITY � f'ORT 1�IORTI{ TEXAS - CONSTRUCTION STANDARD � OCtOBER, 1992 ii - NOTES � � ; EXISTit�lG 15' R SCALE 1" = S' � � SIDEWALK RAMP U E�MtSiQ1 JQiNT IWD SIUCDNE SEALt1�G I S�iAl.l lE SLlfS1DIARY TO t�RqT PR1C,� '1D FOR S t OEV AlX b TFE ACTUAI IQQTt �' REI�VAt � EXIS?- ING CtJR� 11� GUTTQt IWD SIDEVAUC �StiAl� • �E AS DTRECTED fY TFE ENGIt�E� Q! 1tE � �� . � �aNa�.tnac wa� oa �o s�oP+cs w►Y BE INStN.IE� Qi �QTH StDES � T}E RMp a��r+�c a r� nao ca►�irnoN aa �s waFCT� tY nf cNc��. 4) CUR� RMPS VITH R£Tt�IED CtlR�S FNY �E tJSf� YHERE PEDESTRlANS VOI�.D !QT roa�.ir v�uc �cRoss t� t�ur. s� si.oRc of a�t ��nioa sc�v�uc sw�.� � � �xn�u+ aF i� ��a SIDES ff RAIP StiN.l. HAVE A l�AX!!�1 SLOP'E � l+1� tlt�ESS P'EDESTRIMiS CmJI� 6" w- aR tr � � T �1 � . � y �0� 4 ..,. , . � . . � '�,�� '.�� 1,EGEND � . . • •. . •.. . � • ...•. � ••.••: � •.� IViIF.ELCHAIR RAI�iP •.... ., .. •... • •••..• • • � • � � • ��• � • i I,AYD4�VN C/G :•i�i�'��i .•�•.•��•�i .•._.!.!i!�! � VALK ACRO�S TFE RMf' TF�Ji TF� MfAXull�f •�df � .�L�E �?�l � i�. IiO. t1 � , ,i�� _ �� ..•.. .. . . -� �,� ... . ....•. ,,..., � , � ... . . \ � , . . `��ioaut►�i�c • .� \V : .•' :. � �i ♦ .. • . . �� . .. . . . �. . . .. �� . �•.• . .. . . • .. , .. ., •.•.. , .. •, . . . .. • •; . . .. \ . • ,.,\ *' •�•��' �� ____ _____ � < ��r�a oe cw sw�u x co�o�ra � t�a o nar. aa ---- — — — — — -- — — r�a �+�or. r a,a � �� --- — �iAMCi1T f�R �1t MVC10R . � � "� u � STANDARD PAY LIMIT DETAIL ' CITY � f�2T N�tTK TEXAS - CONSTRUCT�ON STANDAFtD OCTOSER, 1992 ` � WR-1 � � l'1 � � � �„ � � � � � � � � � � � � 1 �� 0 EXISTING 15' R SCALE 1" = 5' � SIDEWALK RAMP ! � «,� .�� 6" IM Q N' S11L+fxlt f'Qt 1�iAC /Vl�? � Sli7a�fi . 11t R£�ldlp t►`�. a � �� A�II�lJl� TO W T.R� fil i� II�VKX I 1QiE a T1E IYCTIML IMTt 6 RD�YAL � E7aSTING CU? IW� WTTR 11� STDEVALK SiMLI lt At �£C7E.1 �M M E�K.D� !� hC P�C3.L � ; . �� vr vi .u�rt� "� � mv. � _ � i � _/�\ \\V_ _ Ys�� Tm. �CLI�li.a 3t�IFlICE �� '�OPMCSOr ,JGsff t S.tICbE i=ALKr iA�7C Q' ►R�'. CtRti �� i'AGL I�Rs►. 7" 'QRi! . LX1STp�i �+ t i�/TTQ 4CllT iat � tAVDOff J��NT DETAIL CITY OF FORT Y�2T�{, 7EXAS — C[rtSTRUCTION STANDARD OCTOBER, 1992 � t , 0 t Fi.j. !i9 public Sid.ewaik G�rb Rs�pa � (N Terp�ndlcnLs Pablie Side.ah C�crb lti.aa� � *�r o^ .�:rd � K � � br i��btse .-.�-�. �6e�i�c Cti�Cb� . - FS j. 68 ° Mszilel !'cbtk SiQewali �ub kas�t �I �� si�:� � V� Q � � � � � � � � � � � � � � � � � � AT7ENTION ! : CURB RAMPS SHALL BE CONSTRUCTED P�RPEN�ICULAR TO THE CURB AT STREE� CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS WHERE FEASIBL,E_, 5EE FIGS. 58.59 � 60. .. 14.1.6 Ve2ilcvltt Wt7s aad fi�cilltSa ' , , . , � ,, 0 , ,� , ��A�� D a . �� , Np.30 �o-�,s� �� . r ' 4-- � . 4 _ . ... � `., . , . . �-f � , � • . � ' Pap+MkaM► pcfit�a'M''E''� °"r! ^M'"p h� P*^4c� pub�sia*r� wrti pr"► . i� ►uoic �ie�e.� rq�A Nei� In F��Be �kS+wrt 0 � D ` o � � • o � . 0 . ' � �� ' � ' . .1..�...�..� �~+ �� .�..__ • ' � � .i.i...�. � � 1's�raG� p��e � as! �� t�+�D Y+ O�rt�ie �sb�++i I+rti'!'�! ' ��f �kt�.�ic �M . 1� �,e+�c , Mi• do � . � P�ic as�cxal�c cbsb Rsmps •t Y.aricea Cro.siap 7� cc�*qrt o tl9t p� ns hr.w a Ksoa+�f AR.+ra, t+c 9 �u n � „ � ,, ATTENTION ! CURB RAMPS SHALL BE CONSTRUCTEO PERPEN�ICULAR TO THE CURB AT STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS WHERE FEASIBLE. SEE FIGS. 58�59 b 60. 0 � 1 CITY Q�' fU2T VORTK tEXAS - CUNSTR'UCTI�! STAI�tDARD OCIOBER, 1992 0 �� a �• � � � � � � � � 0 - TYPE I EXISTING 15' R SCA�E 1" = 5' . � � PROP, 4' RAMP `.��-��-�� COLORED SURFACE ! � . 0 VARIABLE HEIGHT CC1R8 � � 1�_ , : ' —i�� — :� , � =. :•.— — .=, �4 vARia"BiE HEiGHT Ct1RB 1 1/2' R <TYPJ I � CITY � F�R� V�tTF�, TEXAS - CQJSTRUCTLON STANDARD OCTOBER 1992 � -- TYP� I EXISTING 20' R . SCALE 1" = S' :�� PROP, 4' RAMP ��=�� COLORED SU�FACE � � VARIABI.E HEIGHT CURB _ � 1,4g :� —'i� 2— ' r � � �: . � VARIA8I.E HEIGHT CLfRB \ \��i �1 1/2' R <TYPJ 0 CITY OF FORT VQ2T1{, 7EXAS - CatSTRUCTIOl1 STAltDARD OC�OBEiL 1992 a � � a � � � � a � � � � � � .� D D � � Y � � � � � � _ 0 u 1�46 -�- 1�12 = 1�12�:� � . , TYPE � I EXISTING tS' R SCA,LE i" = 5'° � � PROP. 4' RAMP `F�=�-��-�-••�� COLORED SURFACE I 1 ___.�. VARIABi.E l�IGH7 CURB 1 1/2' R CTYPJ �;ITY ff FQRT WRTK TEXAS - Ci?ISTR'I�GiI�!! STA!!Dl•�D OCTOB�3t. 1442 , � � Y � � 0 � � � � � 1��e ..�— CiTY OF f�ZT Y�2TF{, TEXAS - CflNSTRUCT]Orl' STMmARD OC T QEER, 1992 TYPE I ExtSTtr�G �20� R SCALE 1" = S' 0 � I � PROP. 4' RAMP �� COLDRED SURFACE 1 � 0 � � .� � �d :� � � � Q � � � � � � , 0 Q � � � � � � � � � � � � � � � � � � Q � � 0 �� 6" �r oe rr� uvwr � M+�c rv�rt � � � ��. o - TYPE III EXISTING iS' R SCALE 1" = S' � � SIDEWALK RAMP ' ' ` BRODM F'INISH � �'lf/////� HMAC TIF-IN � �+t�n►¢ u�tvxx aa � .� �"�.. -�.� �._.._� !ir ' i CO.Obt:1 i�JI1F�Q r �°'� �Q�.� .�_,� _ , _ � _ _ + �.��.�� _ , ��:�►.� , CITY 0� fORT Y�2Tii, TEXAS - C�STRUCTIUi ST{WIIARD OC TO BE?i, 1992 � ! 11 I Il �,_�� I � � . .►,� , a- oe s.- �� r � r�---�r--�— saxoo�c �s �cnus�t� �at ��+�ac s � � TYPE I�II EXIS�tING 20' R . SCALE 1" = S' � � PROP. RAMP ` - BROOM FIN�SH 1 ��/////� �RANS I T I ON 1 . Y�uu � aa ____� !�-- � __._ � � � s�ac ar �. ab �� ws r+�a. r cve acsta�o aub a aerev � �... __... � � �� C1TY OF F�tT YORT�i TEXAS - C�STRUCTI� STANDARD . OCTDBER i992 a � � � � � � � �.. � � � � � � � � � � ._.. .. ,CURB RAMPS SHALL BE CONSTRUCTEO PERPEN�ICULAR TO THE CURB AT STREET CROSSINGS 4JITH •l.AN0ING5 IyN �IEU OF DIAGONAL CROSSINGS No.30 41HERE FEASIB�. SEE FIGS . 58 �59 � 60. 7Q:21S1 I�.Z.a Y�hlca� Wa�s and �'�aciiit3is • U� 0 , 1_ � r � I � 4 � * �� D r r r � � f �� r a . � .. 1 ` + I { • I O ' . . O �� /�� `'� ` �•�-� ''MFlA�Ci�i�� (�:i� . ii�'ws 0 a � � � � o`�,r �� o • --.. 1 � .. � �1 Ir—' �-- _ . ._._. . . . � � . ►x� pubit � a�! rww' �Con`�ine�� e rib �e�A r� Mp�e�eiAir'� tib�.� �e► M �OLC � P�bl�o BS�etali C�rb R�im� at �taricad � c,�v,r� o��+ a n,. e�w a wti«,.c �u.�, tr�c +u ir � � IOE . 5� � RUNNING, X 'Y SLOPE i p�JNNING SLOPE i COUNTERSLOPE T:24 mdx ; 1:12 maz i 1:24 max _ � ••�••:::yti;;:.,;.,:. :: :..;: : : . .. . . : \• :;��i: �:�i�'� `�� :��::ti'!if,.;;; .y..�..... r // .��:.......'•.......'�i••'rStii::rt,•i:: `;i't'�:ti_�: � ........ ....... .......� .� ... wA�K � cvAB aaMtP � stREET VOTE t I1 S�o�p�e s dc. �he�e ��• � kret ptant lIlCc+vMt�lope Jull t►ot tt:KO I,:O �. e�i.%.z Measuremen! oi Curb R.amp Slopes PIANTlNG OR OTHER NONWALKiNG SUR�ACE (b) Rcturnod Grrb F1g. 54.7.5 Sldes ot Curb R.amps Fig. B4.7.6 Built-up Curb Ramp � �� ` 1 \ � � � �.�\ \ � io � � � � � � � � � � -- Np'TE: if r< 1K �n i l.:U nmf. tl+��w tht �k+(�►• ��f tta il?ftti �KiC'� �L7�i Mf l'il't`C{{ �:�:. (a) Fla rod S(da �'.� � � � � �� --`� �..-% � � � �� ...� � �-� � �� SCHOOL BLDG. �MATCH EXIST. GRADE i • ' / MA7CH EXISTING 1 MATCH� EXISTiNG W/1Q2 GRADE-�� i�i2 �'1� id2 � ��i�i2 GRaDE —�► -s�--- GRAS C�I.ORED SURFACE . .� , hi� - _. � _' TYPICAI LAYOUT TYPE I CITY OF FORT L/ORTH, TEXAS - CONSTRUCTION STANDARD �CTpBER, 1992 �GRASS � COL�RED SURFACE � � SCHOOL B�DG. __._... _ �-�MATCH EXISTING GRADE--� 1�12 1�12 1�12 1�12 � ld2 —� -�— _ � GRASS = i�� id2 : � GRASS COLORED � , �;, � ' _ . � 1,_ COL.�RED SURfACE SURFat'E �K JLI1� ' 0" TO 7" OR � MATCH EXIST. <TYPICAI) 10' LEAD�IALK NITH 4' SIDE�IALK TYPICAL LAYOUT TYPE I CITY OF FORT VQRTH, 7EXAS - CONSTRUCTION STANDARD OCTOBER, 1992 � �9 � 8� � � !�� "0 �-""4 �"4 �"'� �""'0 � d"r'� ["'7 �� 9 l:"� �"4 t� �1 �1 i� �l t� �l � C� C� C� � G� C� t� I� t� ��1 SCH�OL BLDG. MATCH EXISTING 4//1�12 GRADE GRASS �MA7CH EXISTING GRADE � 1�12 1�12 1�12 MATCN EXISTING � • , , � �J/1�12 GRADE �� GRASS - ��: VARIABLE CURB-T�P OF _ 1�12 1�12 : CURB EI.EVATI�N IS EQUAL TO 1/4"/1 ABOVE SY. T/C ' CTYPICAL> � TYPICAI SECTI�N � TYPE I �� . � - . � � � �� COL�RED SURFACE CITY OF FORT VpRTH, TEXAS - CONST'RUCTI�1 STANDARD OCTOBER, 1992 0 �. +�� COI.DRED SURFACE-� � , 1�12 0 SCHOOL BLDG. id2 TYPICAL LAYOUT TYPE I CITY Of fORT 1�i0RTN, TEXAS ; CONSTRUC720N STANDARD OC70BER. 1992 � ......�. �� —CD��RED SURFACE � � � "'� � � � � � � � �,,,.,� �►-�'v �---� �---� �r--� � � �---� �"'� � C� �y �1 C_-� � � � � � � � � � � � � � Q SCH00� BLDG. ______. GRASS MATCH EXISTING GRADE 1�12 1�12 �t� �co�aREn SURFACE GRASS �URB 0 I TO � MAYCWIDTN TING � � TYPICAL LAYOUT TYPE I CITY OF FORT 1�lORTH, TEXAS - C�NSTRUCTION STANDAF�D OCVt�$�f� 199c� . �r-7 SCHDOL BLDG. � MATCH EXISTING GRADE — — VARIABLE CURB — T�P OF 1�12 ld2 CURB ELEVATION IS Et1UAL t0 1/4'/1 ABOVE ST. T/C COLORED CURB CTYPICAL> - �' COLORED CURB 1 1/2' R CTYP.) : �� _ GRASS GRASS - � �� . TYPICAL LAYOUT TYPE I CITY OF FORT VORTH, TEXAS - CONSTRUCTION S7ANDARD OCTOBEfZ 1992 A"'.3 1�1 R"_"'� �"� IF�t� �"": A_"1 �'� m-'� �"_t *--a �^"� �-', �"'� �'�1 �"-�1 F-�"i i�'� �"`� � � � � � � � � Q � Q �� a � � � � � SCHOOL BLDG. �Lq,P , ld2 1�12 JPQ`,l C�LDRED � i � 'r COLORED SURFACE-� 1,12 1�1z rSURFACE ---i•- -•�---� 1� � �l , TYPICAL LAYOU7 i'YPE I � CITY OF F�2T 1�tORTH, TEXAS - CONSTRUCTION STANDARD OCTOHER. 1992 SCN00� BLDG. , . �MATCH EXIS' GRADE .� i�12 C�I�RED SURFACE GRASS !d2 -----�•- TRANSITIDN CB. 4' RAMP �.c 0" TO 7" 7YPICAL LAYOUT TYPE I CITY OF FORT W�RTH, TEXAS - CONSTRUCTI�N S7ANDARD OC�OBER, 1992 �DLORED SURfACE GRASS � 0 � r.� � � � � � � �.-� �'.� � �. � �� C 0 C�� 3"H.M.A.C. OVERLAY ON 8" CEMENT � PULVERIZED B�ASE D CONSTRU�TION DIVISION 0 C�] � � 0 � � 0 0 � RECOMMENDATIONS � INTER-OFFICE CORRESPONDENCE Date: M� From: September 9, 1998 Jim Deeter Ryan Jeri Re: Recommendatian for Rehabilitating of Edgecliff I?r. (McCart to City I�mit RR) D.�.E. No: 2a28 Upon review of ihe scope of construction on this project and also by taking core samples and cvaluating the thickness and condition of the surface and base material and evaluating the suitability oi the cxisting materi,al for future use, it is my recommendation that this street is a good candidate to be pulveriZed. Up.on completion of utility work all ditches must be capped w�itli a temporary patch camplying with City of Fort Worth Specifications. The contractor shall pulverize the existing pavement / base to a depth of 8 inchea below the surface of the existing pavement. Af�er pulverization is completed, the contractor shall temporarity remove the pulverized material and undercut an additional3 inches of base material.. The removai of the base mateiial shall start a minimum of 8 inches below the existing pavement surface. After the undercut is complete, the contractor shall replace the putvcriud material and mix it with 5 percent Portland Cement, spread the material as a base and compact all in accordance with Item 214, Portland Cement Treatment (Material Manipulation), of tho latest cdition of thc City of Fort Worth Standard Spccifications far Construction of Streets and Storm Drains. Whe� proper com�action is achieved the contractor ahall ovcrlay with 3 inchcs of HMAC typc "D" aurfacc coursc on �top of thc ncw base and all applicable provisions of Item 312 (Hot Mix Asphalt Concrete) and Item 313 (Central Plant Recycling Asphalt Concrete) of the latest edition of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. These specifications ehall appiy to all aspects of conshuction methods for this project. You may want to include a copy of the attached document in the contract documents for the benefit of the contractor bidding the project and for use in construction of the project. Jeri LJ � � � l�J � L L�'J � Li' L PAVEMENT PULVERIZATION The contractor shal� puh�erize the eYisting pavement / base to a depth of eight (8) inches Uelow the surface of the ekisting pavement. After pulverizahon is �completed the contractor shall tc;mporarily r�movc thc pulvtrizcd matcrial and remov� an additional three (3) inchcs of Uase material. The removal of the base material sliall start a minimum of eight (8) inches bclow thc surfacc of the existing pavGment. After thc undcrcut operation is complete, the contractor shall mi.� the pulverized material with frve (5) percent Portland cement and spread the material as a base all in accordance with Item 214 Portland Cement Treatrnent (Material Manipulation) of the latest edition of the City of Fort Worth Standard Specifications for Street and Storm Drain Construction as follows: * Cement sha11 be applied only io such an�rea that all the operations can be continuous and completed�in day light within six (6) hours of such application. * Gradations have to be taken just a few minutes befvre a�iying ccment. * No equipmcnt except that used in the sprcading and �fiixing will be allowed to pass over the freshly spread cement until it is mixed with the soil. * Any mixture of so� and cement that has not been compacted and finished shall not remain undisturbed for more than thirty (30) minutea. * Surface compaction and finishing shall proceed in such a manner as to produce, � in not more than two (2) hours, a smooth, ,closely knit, surface free of cracks, ridges or loose material, conforming to the crown, grade and line shown on the � � � ��J ��J � i�l plans. �` Aftcr thc roadway has bccn fnrishcd as spccificd hcrcin it shall bc immcdiatcly protected agait�st rapid drying by apptying two tenths (0.2) gallons per squaze yards of RC-2 or some other E.P.A. apprav�ed water based emulsion. Should it be necessary for construction equipment or other iraffic to use that section of roadway before the emulsion has dried su�'iciently, it is the responsibility of the contractor to dust or sand the surface before such use to prevent pickup of material. * The contractor shall also maintain this protective cover during the seven (7) day curing period so that all the soil cement base course will be covered effectrvely. "' The soil cement couise may be opcned to local traffi�c as soon as the watcr based emulsion has been applied ad dusted or sanded as necessary to preven,t pickup of matcrial by tra�ic. It may bc opcncd to all traffic aftcr scvcn (7) da_ys. After the minimum seven (7) day of curing the contractar shall o�nerlay with three (3) inches of I-iMAC Type "D" course on top of the new base. � � � P�e 2 � HMAC SURFACE COURSE (TI'pE "D" MA) All applicable provisions of Standard Specificadons Item Numbers 312 "Hot-Mix Asphaltic D Concrete" and 313 "Ccntral Plant Recycling Asphaltic Concretc" of thc City of Fort Worth Standard �Specifications of Street. and Storm Drain �onstruction shall apply to the consiruction methods for this portion of the project. o Standard Specif cation 312. 5(1) shall be rev�ised as follows: The prime coat, tack coat or the asphaltic mixture shall not be placed unless the air temperature is fifly (50) degrees � Fahrenheit and rising the temperature being taken in the shade and away from aztificial heat. Asphaltic material siiall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish a batch design of the proposed � hot mix asphal�ic concrete for City approva148 haur� prior to placing the HMAC overlay. The City will provide laboratory control as necessary. . _ �d I� . � � � �� Q ' � D � � � � fl � O � a � Q O Q � Q � CITY OF FORT WORTH DEPARTMENT OF ENGINEERING �.�!/�/(s.�GYCi toD' � ��U� .i';.:C�, i/ � __ 2:•/ 3 .. �/'t.�� j F�..J� 9,Y.?s�' REOUEST FOR ENGINEERING LABORA.TORY SERVICES • DATE-9/2/98 ENG. ORDER NO. REQUESTING DEPARTMENT-ENGINEERING DIVISION-ENG. SERVICES SECTION-IN-HOUSE DESIGN CONTACT P�RSON-JIM DEETER PROJECT NAME-EDGECLIFF DR. LIMITS-McCA.RT TO CITY LIMIT fRR� PROJECT # DOE NO.-2028 FUND CODE-03 DESCRIPTION OF SERVICES REQUESTED I have attached the nrevious soil test renort and now re4uest a written recommendation as to the tvne of stabilization reauired and this nroiect's suitabilitv for nulverization. Please also find attached sunnortin� information and a written summary detailing the scone of work. ' MAPSCO PAGE(s)-90T . FOR LABORATORY USE ONLY DATE RECEIVED DATE LAB WORK STARTED COMPLETED • • I 1 �M _ � . r�� :. � �� ;:, ;�,-,r.�� ati��h�, » ::�r��'TF::i��:,�i�j y» �:�r�:vICF.s � . � �� ;`� ." :.. . � I �. . :IVI 1 .f-t:��' . � ��'�: i I•:l ��.. . �.�.. ..l•:t":'. ::uc;�; ,_�t�i�.':'�:iL .;1�1F-c:�hC�Vl�.l�le:1�17' i�n(_��;itHl� r,'��,��:.i � r+t.. �.�+7��. i�n .(`:!T:�f� �`i; (`�.1�Y :.�.Ji'1.� 7�.i! � - �1. ' r�l • . • . .. .). . . � ...'� '�.'.G:�::=.�r�z.=��""_ _'__'��'��r'��=��c��r��c��<c��=_�.—��c=�c�c=�� ' ' •� t' if 1 T,rT, �? l� C.' .. `_' Q i;1� y ! . � �,�..'i .'!:: .:��:' .�r �..'!' �:}�� i;i�'L�i�� Uit. S/4 i -------------------------------------------------------------------------I ' .'; ;" }j1�]T:C � _ 1 ' .+.��i;•, -� •, „•� : ��,- ; .lil1�,;-,1��.: ;! 1 !»�1:. i rir�.. �ir ��1Y t'1 �Tt�' � -------------------------------------------------------------------------j 1';EhBUFG LI�M7�S: LL: 60,.3 PL: 32_4 P1: 27.9 SHRKG: �8.0� � J11 �f :L COLOR CNAkT : S/ 1 GRAY CLAY . ; v1T WEI.Gi-iT: N\A LES PEF �'U$1C E'OUT 1 =_—=_________=___-_=_________________—______ _____________________=_=====1 �LE � 2 . LAB NO.: 29645 I ?CATION: 20' EAST OF JENNIE DR. CL � � � -------------------------------------------------------------------------� c . !�O" HM�1C � �.04" BROTn1N SANDY CLAY W/CRUSHFD STON� • � 1. ��" GF:AY CLAY W/GFtAVEL � -------------------------------------------------------------------------� � 1'�I:BURG �IMI', �: LL: 51. 4 PL: 28 . 9 PI : 22. 8 SNRKG: 14 . 0$ '. I JNS£L COLOk CY.ART�: 5/4 YELLOWISH BROWN C�.,AY � �l1 T WFIGH4': 132. 0 I,BS PER CUB?C FOOT I __—_ -=— = •-_�__—=—=_—=__—___= =__________________________________= ___= ___= —__— � 1�T � . ��.�t�� f �� /% •� ... . �,.I ` +.•^� TF;� :�:�!��: l��-..,;-U� �'!'� i:1.:i�tiRTED: f.i:i-11-98 ;STFI? BY: CP�RL'�inTELL, DESAT l(.�`.•. _ 1� i � i � 1� 1 1 �__� JF�h7LS 1=s�L�EI��Q1� td1aJ'IB F:AriF.S FTLE � : � �� L'J � l�J �� C� ❑ � � � � � �� Date: August 31, 1998 � To: Rick Zohne � From: Ryan Jeri INTER-OFFICE CORRESPONDENCE Re: Recommendation for Rehab7itating of � IIClara Street (Mistletoe Dr. to l�stletoe Blvd�) L�J � LJ � � tJ � L� Upon review of the scope of construction on this project and also by taking core samples and evaluating the thickness and condition of ttie surface and base material and evaluating the suitability of the existing material for future use,�,"it is my recommendation that this strcet is a good candidate to be pulverizcd. Thc contractor shall puYvcrizc.thc existing pavcmenY / basc to a depth of 8 inchcs bclow the surface of the existing pavement. After putverization is completed, the contractor shall temporatity remove the putverized mateiial and undercut an addition�l3 inches of base material. The removal of the base material shall start a minimtun of 8 inches below the existing pavement surface. After the undercut is complete, the contractor shall replace the pulverized material and mix it with 5 percent Portland Cement, spread the� material as a base and compact all in accordance with Item 214, Portland Cement Treatrnent (Material Manipuladon), of the latest edition of the City of Fort Worth Standard Specifications for Construction of Slreets and Storm Drains. When proper compaction is achieved the contractor shall overlay with 3 inches of HMAC type "D" surface course on top of the new base and all applicable provisions of Item 312 (Hot Mix Asphalt Concrete) and Item 313 (Ccntral Plant. Rccyciing Asphalt Concrctc) of thc latcst cdition of thc Cifiy of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. These specifications shnll apply to all aspccts of construction mcthods for this projcct. You may want to include a copy of the attached document in the contract documents for the benefit of the contractor lridding the project and for use in construction of the project. a � n an Jeri 1?n, , � ,, � CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: 1998 CAPJTAL IMPUROVEMENT PROGRAM' CLARA S�TkEET (MISTLETOE TO MISTLETOE BLVD.) DOE NO.: 1952 F'LIND f,'ODE : 03 � ______________________�_____________________________________________=====1 HOLE # 1 LAB NO.:'30240 I LOCATION: 1221 CLARA ST: CL , - I --------------------------------------------------=-----------------------� 1.25"' HMAC I 6.00" CRUSHED STONE W/SAND I 12.00" GRAY CLAY I --------------------------------------------------------------------------� ATTERBURG LIMITS: LL: 47.2 PL: 23.0 PI: 24.2 SHRKG: 14_0� � MUNSEL COLOR CHART: 5/3 BROWN CLAY ( UNIT WEIGHT: N/A LBS PER CUBIC FOOT __________________________________________-�_________________________=====1 APPROVAL: R JERI DATE TESTED: 03-13-98 DATE REPORTED: 03-19-98 TESTED BY: CARDWELL,DESAI ROUTING JP,MES ANDERSON I�AJ� B FRRES FILE 0 � � � � � � � � � � � � � �� I � INI'ER-�rrri�� OORRF.SFOI�ENCL Date: " Octobor 22, 1998 To: Ric3c Zoh�te From: Ryaa Jeri Re: Rcccxiunendahon fa Rehab�'litxbing of E�at Lmo (Malvioy to I-30 Savico Road) D.O.E. No: 2013 Upon re�+ie�v o�ttre sc,ope of Ga�c�iott an th� pm,joct and �1ao by tairin8 ca�c s� �md cvah�ing dtie tLici�esa �md co�diti�on of d�e anface �md b�e snatcriat and eva�ua�i�g �c a�ty of 8ic c�ng nutcrisl for fudmc rosc, it is my rocomn�eadatioa that � abroa �is a g�d�can�dst� to �e pulv�eriaod. UP� ��tY wo�ic all �chea mt�at be cappod widi s te�auY P� Gom�ying with C�ty of Fat Wotth Spoc�tiona. Tho canh�ctot shall puhroazo°tho c�eting psvomo�t / b�sse to a dopth of 8 inchoe belaw tl�o sutf�ce of d� e�istin8 Pa�"anen�. Afte�' P�lv�riz��on m compic�, the conti�ctor shall �P��3' �'� ��P�� matesi�d md underctrt m sdditional3 inche,�s of baa�e mat�rial. The rennoval a�the ba� ma�eriat �dl sqrt � nrimmum of 8 inchea below the �g Pavr�rt wtfsx. ARa� the �mdec+c�rt d oos�de,� the cort�cta�r shall �+epiace dtie pulvr,�izod mate�ial md mac it widt S pem�tt Pordan�d Ceme� sp�ad 1he materlal as s bbe and caoc�pact ait in acc.o�daace w�h Item 214, Patland C,emeut Trea� (Mat�erial Manipulstion� af die lrtest oditiou of die (aty of Fart Wodh Saudu�d Spoc'�'ications for C.onetivchon o� Stiec� md Stortn Drains. Wliea p�+oper Go�tion ffi aciri�nod d� �ctor �ll vv�etiay wi#h 3 inches of ��IAC type'"D" anf�oe ootnsc on top af 8�e now ba�e sc�d �11 spp�icable prwi�ioos of Uem 3i2 (Hot Nfn� Aaptuit Conarete)�a�d Item 313 (Ce�tral P�mR Roc.yrbng Aaphadt Concrete) of tho lsboe�t odition of �e City=of Fort Wonh StatLdard Spocificatiotm for Coiis�uctioa a�f Strcc� and Storm Draina. Thes� spoafications shatl spply`to ail �octs of co��vction medade for 8ris P�o.ject. You may want to inciude s copy of the sMsched doqmnant m� ca� docucnen� for the bcncfit of the co�ctor b�ing due projoct �md for use in co�uctiion of the pinject. � an 3�cn ' CITY OF FORT WOR�TH CONSTRUCTION SERVIC'ES LABORATORY RESULTS i�'OR TEST HOLE AND PLASTICITY INllEX PROJECT: 1998 CAPITAL IMPOROVEMENT PROGRAM EAST LANE (MALVEY TO I-30 �ERVICE RD.) UOE NO.: 1.952 FUND CODE: 03 �_______________________________________________________________1 HOLE # 1 LAB NO.: 27877 I LOCATION: 2809 EAST LANE CENTERLINE I ----------------------------------------------------------------) 1.50" HMAC °I 5.50" GRAY CLAY W/ CRUSHED STONE • I 11.00" GRAY CLAY � ( ----------------------------------------------------------------� ATTERBURG LIMITS: LL: 51.9 ,PL: 26.5 PI: 25.4 SHRKG: T4.4�S I MUNSEL COLOR CHART: 5/2 GRAYISH BROWN�CL.rY I UNIT WEIGHT: 120.8 LBS PER CUBIC FOOT. � I ______________________________________________________________==1 APPROVAL: � . R JERI DATE TESTED: 01-23-98 DATE REPORTED: 02-02-98 TESTED BY: CARDWELL,DESAI �tOUTING JAMES ANDERSON NAJIB FARES FILE � i� �`�� i� ,� Date: August 31, 1998 � To: Rick Zohnc 0 From: Ryan Jeri INZ�R-OFFICE- CORRESPONDENCE Re: Rccommendation for Rehab7itating of DMalvey Court (Westr,idge to Matvey Ave.) � i� _� � �� i � � � � L�J � t� Upon review of the scope of construction on°this project and also by taking core samples and evatuating the thickness and condition of the surface azid base mateiial and evaluating the suitability of the existing mateiial for future use, it is my recommendation that this strcct is a good candidatc to bc putverizcd. Thc contractor sha11 pulvcrize thc cxisting pav�cmcnt / basc to a depth of 8 inchcs bclow thc surface of the existing pavement. After ptilverization is completed, the contractor shall temporarity remove the pulverized matetinl and undercut an additional 3 inches of base material. The removal of the base material sha11 start a minimum of 8 inches below the existing pavement aurface. After the undercut is complete, the contractor sha11 replace the pulverized material and mix it with 5 percent Portland Cement, spread the material as a base and compact all in accordance with Item 214, Portland Cement Treatment (Material Manipulation), of the latest edition of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. When proper compaction is achieved the contractor shall overlay with 3 inches of HIv1AC type "D" surface course on top of ihe new base and all applicable provisions of Itern 312 (Hot Mix Asphalt Concrete) and Item 313 (Ccntral Plant Rccycling Asphalt Concrctc) of thc latcst cdition of thc City of Fort Worth Stanclard Specifications for Construction of Streets and Storm Drains. Thesc specifications shall nppty to all aspccts of construction mcthods for this projcct. You may �vvant to include a copy of the attached document in the contract documents for the benefit of the contractor bidding the project and for use in construction of the project. , � Jeri � � CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESUL.TS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: 1998 CAPITAL IMPOROVEMENT PROGRAM � MALVEY COURT (WESTRIDGE TO MALVEY AVE:) DOE NO.: 1952 FUND CODE: 03 HOLE � .1..------- . .._ _ _—_ LAB NO . . 2?? 9 9 ` ---------- � LOCATION: 6152 MALVEY CT. CENTERLINE � 1.00"'—HI�AC ----------------------------------------------------j. 3.00"' LIGHT GRAY CLAY W/CRUSHED STONE J 5.50"' BROWN CLAY W/CRUSHED STONE � 10.00"' BRO�t CLAY � ------------------------------------------------------��---------� ATTERBUR� LIMITS: LL: 38.•8. PL: 23.3 PI: 15.5 SHRKG: 11.0$ ( MUNSEL COLOR CHART:.S/2 GRAYISH BROi�1 CLAY ( UNIT WEIGHT: 129.8 LBS PER CUBIC FOOT ( ------- --------- ------------------- � HOLE � 2 . � LAB NO.�: 27800 ( LOCATION: 6168 MALVEY CT. S/4 ' � ----------------------------------------------------------------� 1.00" HMAC � 6.00"' BROT�1 CLAY W/CRUSHED SaTONE � 10 . 00"' BROWN CLAY ' I �� r��.��L�� ' ATTERBURG LIMITS: LL: 46.9 PI,: 24.1 PI: 22.8 SHRKG: 14.0� I MUNSEL COLOR CHART: S/2 GRAYISH BRO�id�i CLAY � UNIT WEIGHT: 124.2 LBS PER CUBIC FOOT ( saa�aa xa=csaaa�=�a��a�ac-�:-.� -- ��a��a�saos--�-� I APPROVAL: .. f ,. Ij�JERI DATE TESTED: 01-23-98 DATE REPORTED: 01-29-98 TESTED BY: CARDWELL,DESAI ROUTING JAMES ANDERSON NAJIB FARES FILE � -a 0 _ � .a � r � . � _ � 0 . � .. � � Q � D, 0 L�. I �,I CI �' II� ,� � !� '� PAVEMENT PULVERIZATION The contractor shall putverize the existing pavcment / base to a depth of eight (8) inches below the surface of the exisfiing pavemen� After putverization is completed the contractor shall tcmporan�y rcmove thc putvr,riz.cd matcrial and removc an additional thrcc (3) inchcs of base material. 'The removal of the base material shall start a minimum of eight (8) inches bclow thc surfncc of thc cxisting pav�cmcnt. Aftcr thc undcrcut operation is complctc, thc contractor shall mix the putverized material with five (5} percent Portland cement and spread the material as a base all in accordance with Item 214 Portland Cement Treatrnent (Material Manipulafion) of the I�test edition of the City of Fbrt Worth Standard Specifications for Street and Storm Dra,in Construction as follows: * Cement shall be applied onty to such an azea that all the operations can be continuous and completed in day light within six (6) hours of such application. "` Gradations have to bc takcn just a fcw minutcs before applying cement. * No cquipmcnt cxccpt that uscd in thc sprca�iing and mixing will bc allowcd to pass over the freshly spread cement until i{is mixed with the soil. * Any mixture of soil and cement that has not been compacted and finished shall not remain undieturbed for more than thirty (30) minutes. �,I L�� , [�l � � � � l�J * Surface compacfion and finishing shall proceed in such a manner as to produce, in not more than two (2) hours, a smooth, closely knit surface free of cracks, ridges or loose material, confornung to the crown, grade and line shown on the plans. * Aftcr thc roadway has bccn fini�hcd as spccified hcrcin it shall bc immcdiatcly protected against rapid drying by applying two tenths (0.2) gallons per square yards of RC-2 or somc othcr E.P.A. approv�cd watcr bascd cmulsion. Should it be necessary for construction equipment or other traffic to use that secdon of roadway before the emuLsion has dried su�iciently, it is the responsibility of the contractor to dust or sand the surface before such use to prevent pickup of material. *'The contractor shall also maintain this protective cover during the seven (7) day curing period so that all the soil cement base course will be covered effectiveYy. * The soil cemcnt coutsc may be opencd to local tra�c as soon as the water based emulsion has been applied ad dusted or sanded as necessary to prevent pickup of matcrial by traffic. It may be opened to all traffic after seven (7) days. After the minimum seven (7} day of curing the contractor shall overlay with three (3) inches of HMAC Type "D" course on top.of the new base. u ,� P� e2 D HMAC SURFACE COURSE (TYPE "D" IvlIX) All applicabk provisions of Standard Specifications Item Numbers 312 "Hot-Mix Asphalfic Concrete" and 313 "Ccntral Plant Rccycling Asphaltic Concrete" of thc City of Fort Worth Standard Specifications of Street and Storm Drain Consttuction shall appty to the construction methods for this portion of the projcct. � -�-� Standard Specification 312.5.(1) sha11 be revised as follows: The prime coat, tack coat or � the asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit and rising the temperature being taken in the shade and away from° artificial � heat. Asphaltic maierial shall also not be placed when the wind conditions aze unsuitable in the opinion of the Engineer. The contractor shall furnish a bafch design of the proposed hot mix asphaltic concrete for City approva148 hours prior to placing the HMAC overlay. p The City will provide laboratory control as necessary. L'� ■ I� � ��J �l 0 0 0 � � 0 ��l � � � INTER-4FFICE CORRESPONDENCE L�l � Date: August 31, 1998 To: Rick Zohne � From: Ryan Jeri Re: Recommendation for Rehab�itating of � Edgeh�l (Fi�ldale to Crestmore) n � u � � l�l lJ LI� L�] � � Upon review of the scope of constcuction on this project and also by taking core samples and evaluating the thickness and condition of the siuface and base material and evaluating the suitability of the existing material for future use, it is my recommendation that this stireet is a good candidate to be pulvctized. Thc contractor shall putv�crizc thc cxisting pavGmcnt / basc to a dcpth of 8 inchcs bclow thc surface of the existing pavement. After pulverization is completed, the contractor shall temporazily remove the putverized material and undercut an additional3 inches of base material. The removal of the base material shall start a minimum of 8 inches below the e�risting pavement aurface. After the undercut ia complete, the contractor shall replace the pulverized material and mix it with 5 percent Portland Cement, spread the material as a base and compact all in accordance with Item 214, Portland Cement Treatrnent (Material Manipulation), of the latest edi6on of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. When pr"oper compaotion is achieved the contractor shall ovcrlay with 3 inches of HMAC type "D" surface course on top of the new base and all applicable provisions of Item 312 (Hot Mix Asphalt Concrete) and Item 313 (Ccntral Plant Rccycling Asphalt Concrctc) of thc latcst cdifiion of thc City of Fort Worth Standard Specifications for Construction of Streets and Storna Drains. These specifications shall apply to all aspxts of construction mcthods for this,projcct. You may want to include a copy of the attached document in the contract documents for the benefrt of the contractor bidding the project and for use in construction of the projec� . � � R Jeri � PAVEMENT PULVERIZATION The contractor shall putverize the e�sting pavement ! base to a depth of eight (8) inches below the surface of the existing pavement After putveii7ation is completed ihe contractor shall tcmporan7y rcmav� thc putv�rizcd matcrial and remavc an additional thrcc (3) inchcs of base mateiial. 'The removal of the base materiai shall start a minimum of eight (8) inches bclow thc surfacc of thc cxisting pavGmcnt. Aftcr thc undcrcut opcnition is complctc, thc contractor shall mix the putverized material with five (5) percent Portland cement and spread the materisl as a base nll in accordance with Item 214 Portland Cement Treatment (Material Manipulatian) of the latest edition of the City of Fort Worth Standard Specifications for Street and Storm Drain Construction as follnws: " * Cement shall be applied only to such an area that a11 the operations can be continuous and completed in day light within six (6) hours of such application. * Gr�dations havc to be takcn just a fcw minutes beforc appiying ccment. �` No equipmcnt cxccpt that uscd in the sprcading, and mixing will be allowcd to pass over the freshYy spread cement until it is mixed with the soil. * Any mixture of so� and cement that has not been compacted and finished shall not remain undisturbed for more than thirty (30) minutes. * Surface compaction and finishing shall proceed in such a manner as to produce, in not more than two (2) hours, a smooth, closely knit surface free of cracks, ridges or loose material, conforming ta the crown, grade and line shown on the plans. * Aftcr thc roadway has bccn finishcd as spccificd hcrcui it shall bc unmcdiatciy protected against rapid drying by appiying two tenths (0.2) gallons per square yu�ds of RC-2 or somc othcr E.P.A. approv�cd wntcr bascd cmulsion. Should it be necessary for constructian equipment or other firaffic to use that section �of roadway before the emulsion has dried suf�cientty, it is the responsibility of=the contractor to dust or sand the surface before such use to prevent pickup of material. * The contractor shall also maintain this protective cover during the seven (7) day curing period so that a11 the soil ccment base course will be covered effecrively. * Thc soil ccment coutsc may be opcncd to local traffic as soon as the watcr based emulsion has been applied ad dusted or sanded as necessary to prevent pickup of � matcrial by tra�ic. It may bc opcncd to all tragic aftcr scvGn (7) days. After the minimum seven (7) day of curing the contractor shall overlay with three (3) inches of HMAC Type "D" course on top of the new base. �I LJ � page 2 aHMAC SURFACE COURSE �(TYPE "D" IvID�) All applicable provisions of Standard Specifications Item Numbers 312 "Hot-Mix Asphaltic Concrete" and 313 "Cential �Plant Recycling Asphaltic Concrete" of thc City of Fort Worth � Standard Specifications of Street and Storm Drain Construction shall apply to the constcuction mcthods for this portion of thc projcct. � Standard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat or the asphaltic mixture shall not be placed unless the air temperature is fifly (50) degrees � Fahrenheit and rising the temperature being taken in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions aze unsuitable in the opinion of the Engineer. The contractor shall furnish a batch design of the proposed � hot mix� asphaltic concrete for City approva148 hours prior to placing the HMAC overlay. The City will provide laboratory control as necessary. C � � � � � � l�l l�l � 0 0 CI TY OF FORT ftiTORTii ' CONSTRUCTION SERVICES � � LABORATORY RESULTS FOR � TEST HOI,E� AND PLASTICITY INDEX PROJECT: 1998 CAPITAL IMPOROVEMENT PROGRAM � EDGEHILL ROAD (HILLDALE.TO CRESTMOREj�� DOE NO.: 1952 ,' FVND CODE: 03 - --,�_� .._ .__�_.��,��.�. ._._� - . __�„_� - . ---- i HOLE #.1 LAB NO.: 27805 I LOCATION: 3908 EDGEHILL RD. E/4 . ( ----------------------------------------------------------------� 3 . 25"' HI�C 1 6.00" BROTnd�1 CLAY W/CRUSHED STOIdE I 10.00y BROWN CLAY ( --------------------------------------------------- --------------� ATTERBURG LIMITS: LL: 42.6 PI,: 22.8 PI: 19.8 SHRKG: 12.0� � MU: �SEL COLOR CHART : 8/ 1 WHI TE CI�AY � .. � UNIT WEIGHT: 120.8.LBS PER CUBIC FOOT I � , - -- — I — --------� �� --- . -- -------- � HOLE # 2 LAB NO.. 27806 ( LOCATION: 125! NORTI� OF WOODSTOCK RD. CENTERLINE � ----------------------------------------------------------------1 3 . 7 SN HI�iAC ( 6.00"' GRAY CLAY W/CRUSHED STOI�iE � . ( 10. 00"' GRAY CLAY . � � ----------------------------------------------------------------( ATTERBURG LIMITS: LL: 42:4- ��PL: 20.5 PIi 21.9 SHRKG: 13.-0$ � MUNSEL COLOR CHART: 6/ 1 GRAY � CI�AY � � � � UNIT WEIGHT: 128.? LBS PER CUBIC FOOT - �� ( -- ' . ' -----I APPROYAL: : i � .. �% R JERI DATE TESTED: 01-21-98 DATE REPORTED: 01-29-98 TESTED BY: CARDWELL,DESAI ROUTING JAMES ANDERSON. NAJIB FARES FILE m � a= ._ Q� D a � Date: Tu: � From: � LI � � � � � LsJ � Ll !�� INTER-OFFTCE CORRESPONDENCE September 9, 1998 Ricl�u d Argomaniz Ryan Jeri Re: Recommendation for Rehab�7itating of Wainwright Dr. ( Cazverly to Stalcup)' D.O.E. No: 2003 Upon review of the scope of construction on this project and also by ��aking core samples and evaluating the thickness and condition of the surface ancl base material and evaluating the suitability of the existing matetial for future use, it is my recommendation that this street is a good candidate to be putverized. Upon completion of ulility work all ditches must be capped Fvith a temporary patch complying with City of Fort Worth Specifications. The contractor aha�ll puiverize the existing pavement i base to a depth of 8 inches below the surface of the existing pavemen� After pulverization is completed, the contractor shall temporarity remove the pulverized material and undercut an additional3 inches of base material. The removal of the base material shall start a muiimum of 8 inches below the existing pavement surface. After the undercut is complete, the contractor shall rep2ace the putverized material and mix it whh 5 percent Portland Cement, spread the material as a base and compact all in accordance with Item 214, Port]and �ement Treat�nent (Material Manipulation), of the latest edition of thc City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. When proper compaction is achieved the contractor ahall ov�iay with 3 inchcs of HMAC typc "D" aurfaco coutse on top of the new base and all applicable provisions of Item 312 (Hot Mix Asphalt Concrete) and Item 313 (Central Plant Recycling Asphalt Concrete) of the latest`edition of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. These specifications shall apply to all aspects of construction methods for ttus projec� You may want to include a copy of the attached document in the contract documents for the benefit of the contractor lridding the project and for use in construction of the project� � an Jeri PAVEMENT PULVERIZATION The contractor shall puh�erize the exisring pavement / base to a depth of eight (8) inches below tlie surface of the e�►isting pavement. After putverization is completed the contractor sha11 tcmporarily rcmovc thc pulvcrizcd matcrial and removc an additional du-ee (3) inchcs of Uase material. The removal of the base material shall start a minimum of eight (8) inchcs bclow thc surfacc of thc cxistina pavcmcnt. Aftcr thc undcrcut operation is completc, thc contractor shall mis the pulverized material with five (5) percent Portland cement and spread the material as a base all in accordance with Item 214 Portland Cement Treatrnent (Material Manipulation) of the latest edition of the City of Fort Worth Standard Specifications for Street and Storm Drain Consiruction as follows: ''` Cement shall be applied only to such an area that all the opezations can be continuous and completed in day light within six (6) hours of such application. * Gradations havc to be taken just a few minut�s befvre a�lyittg ccmcnt. * No cquipmcnt cxccpt that uscd in thc sprcading and mixing will be allowcd to pass over the freshly spread.cement until it is mixed with the soil. * Any mixture of soil and cement that has not been compacted and finished shall not remain undisturbed for more than thuty (30) minutes. * Surface compaction and finishing shall proceed in such a manner as to produce, in not more than two (2) hotus, a smooth, closely knit surface free of cracks, ridges or loose material, conforming to the orown, grade and line shown on the plans. * Aftcr thc roadway has bccn finishcd as spccificd hcrcin it shall bc mimcdiatcly protected agait�st rapid dryin� by applying two tenths (U.2) gallons per square yards of RC-2 or some other E.P.A. apprav�cd water bascd emulaion. Should it be necessary for construction equipment or other tra�ic to use that section of roadway before the emulsion has dried sufficiently, it is the responsibility of the contractor to dust or sand the surface before such use to prevent .pickup of material. * The contractor sha11 also n�aintain this protective cover�during the seven (7} day cuiing period so that all the soil cement base course will be covered effectively. "` The soil ccment course may be opencd to local traffc as soon as the watcr based ,emulsion has been applied ad dusted or sanded as necessary to prevent pickup of maxerial�by tra�ia lt may bc opened to a111raffic af�er seven (7) days. After the minimum seven (7) day of curing the contractor shall oveiiay with three (3) inches of HMAC Type "D" course on top of the new base. � � CJ D � P�e2 HIv1AC SUItFACE C�URSE (TYPE "D" NIIX) � u lil �, L�J � �,� �i i � L � � All applicable provisions of Standard Specifications Item Numbers 312 "Hot-Mix Asphaltic Concrctd' and 313 "Ccntral Plaint Rccyciing Asphaltic Concrctc" of thc City of Fort Worth Standard Specifications of Street and Stonn Drain Construction shall apply to the construction methods for this portion of thc projcct. Standard Specification 312.5 (1) shall be r.evised as follows: The prime coat, tack coat or the asphalfic mixture shall not be placed unless the air temperature is fifly�(50) degrees Fahrenheit and rising the temperature being Gtaken in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor sha11 fwnish a batch design of d�e proposed hot mix asphalric concrete for City approva148 hours prior to placirtg the HMAC overlay. The City will provide laboratory control as necessary. � II � � � 1 I"i ciF Ft)RT `�nTC:RT}j .. `_N� ��:t!C'T7 c)N SEI� J 7 t'4•:: i" . . ;'+ �i��'� F;F: 'UL7' i 1= '.}:='`'I'__Hiil.,r _AIJT.;YF'1� 1'iC�_Ti'.. _71Ji)F.i; P1�tGJEGT: 1998 CAPITAL IMPOROVEMEN`!' PROGRAM W7�7NWRTGHT DR i VF.. (CARti�ERIaY TC� STAI,CUP1 �:'C�E I1;��. : 7� 9 r,� � t i�•ir, • •: iT�F:: r�,i _________-_-=___-_____=_________-=________________________________________�- z't�r:� i! ? LAF Nn. .^9� �9 . � ��-:'��:'�� :.�"3: . S��L•� �a:�1.i�w1:I:�i�'�' uk. N/-� � --------------------------------------------------------------------------� , _ -, a.;.. 1-IT1A�' .� � :� . .?.+•• ;�FiOWPIr � }i GRJ�Y �:L�:� 'v3! CRliSHEU �'I'UNE � � � 1. U(�" �;i;tiY CT��,Y � -------------------------------------------------------------------�------� ATT£F:BURG LIMITS: LL: 3G.6 PL: 14.8 PI: 15.8 SHRKG: "I.O�S � MUNS£L COLOR CHART: 6/3 PA.LE BROWN CLAY � � JN1 T WEIGHT: '128 . 7 i,BS PER CIJBIC FOOT � —_______________________________________________________________________1 _______________________________________________________________________==I HOLE � 2 LAB NO.: 29240 � I,OCATION: 5557 WAINWRIGH�' DR. CL ' � ------------------------------------=-------------------------------------� 2_2J" HMAC � . I 10.00y CONCRETE (COMFRESSIVE STRENGTH 1119 PSI) � '7.00^' BROWN CLAY W/CRUSHEll STONE � --------------------------------------------------------------------------� ATTERBURG LIMITS: LL: 29.7 PL: 14.2 PI: 15.5 SHRKG: 7.O�S � MUNSEL COLOR CHAkT: 6/4 LIGHT YELLOTnTISH BROWN CLAY I UNIZ' WEIGHT: N/A LBS PER CUBIC FOOT � � _____________________=____—__________________________________________=====1 _=—=��____________________________________________________________________1 I?QL.£ �� LAB NO .: 2 9� 41 � Lt;;;ni' i);:: ..::i ii i'�r�INWF:IGI�ii i��'. S% � •• � __-------------------------------------------------------------------------� . -. � .. �;I�i;{;� 1 • . .�..l.�/I iil'i.:•'iA'+ ' .i... :.�/��..... ��l,.r. ,..r`•,j7b• ✓ .1 � � i i . r:(1�� {.;��rji�1.,� �.� . . . � r•i :r � --------------------------------------------------------------------------' yTiET:L�UTtiG LI,M1 i�: T.1�: 9t-; _ a PL: 18. "l F�3 :'1_°9. �: SHkKG: 13. ()� j "'�JN,SEL C:.OLOR CHA�T: 6I4 L.IGHT YELLOWISH BROW11 CLAY � I 1IT WET�f�7': i�8.7 LBS �:L'RI� FOOT . � ��__=_______________�-�_____�_________________=______--=—_______________=====1 _ . .. � ' _ ' .r " �:�=. a a � L`J � -. . _ � �. , • M - - .___ . . o ' F t7 � 9 r�� P�GE � � �"-.:. ..---_ .. ----=--=___=____=- =_______-•_•-�--______-- -- =-�=_ =___-_,_____-________==�==1 � }= f�.<':'f1i� : ' , � / � •' { � QAN JERI ROUT:i NG I?F�TF; 7'E��TED: 03-()�-9E� ,,TAME;: :�I�DERSUN ��T:TG' ►�•M.��.;(1TF.!': n?-(.1U-uf? AlA;)� t' i�'AkF::: 'r;:�Tf.1.'� LY : CP.RDWET�L, DE;;iA] t� ] L•L' � � � , a � � � � a 0 0 Q Q a � ; � � INTER-OFgICE CORRESPONDENCE. Date: To: From: Re: SeptemUer 9, 1998 Jnn Deei.er Ryan Jeri Recommendation for•RehabiIitating of 1�IcConnell (Gordan to California Pkwy) D.O.E. No: 2024 Upon�review of the scope of construction on tlus project and also by�taking core samples and evaluating the tlucl:ness and condition of the surface and base material and evaluating the suitabiiit�� of the existinb material for future use, it is my recommendation that this street is a good candidate to be pulverized. Upon completion of utility work all ditches must be capped with a temporary patch comptying with City of Fort Worth Specifications. The contractor shall pulverize the e�sting pavement / base to a depth of 8 inches below the surface of the existing pavement. After pulverization is completed, the contractor shatl temporarily remove flie�pulverized mateiial and undercut an additional3 inches of base material. The removal of the base material sha11 start a minimum of 8 inches below the existing pavement surface. After the undercut is complete, the contractor shatl replace the pulverized material and mix it with 5 percent Portland Cement, spread the material as a base and compact all in accordance with Item 214, Portland Cement Treatment (Material Manipulation), of thc latcst cdition of thc City of Fort Warth Standard Spccifications for Cons�uction of Streets and Storm Drains. When proper compaction is aclueved the contractor sha11 ovcrlay with 3 inches of HMAC type "D" surface course on top of the new base and all applicable provisions of Item 312 (Hot Mix Asphalt Concrete) and Item 313 (Central Plant Recycling Asphalt Concrete) of the latest edition of the Ciiy of Fort Worth Standard Specifications for Construction of Sfireets and Storm Drains. These specifications shall apply to all aspects of construction methods for this project. You may want to include a copy of the attached document in the contract documents for . the benefit of the contractor bidding the project and for use in construction of the project. �� . Jeri L■J � � � � �J � L � PAVEMENT PULVERIZATION The contractor shall puhJerize the eYist�ing pavement / base to a depth of eight (8) inches Uelow the surface of the eaisting pavement. After pulverization is completed the contractor shall tcmporarily rcmov�c the pulv�rizcd matcrial and remove an additional thrce (3) inches of Uase material. 'The removal of the base material shall"start a miniinum of eight (8) inchcs bclow thc surfacc of thc cxisling pavGmcnt. Aftcr thc undcrc�t operation is completc, thc contractor shall mi.� the pulverized material with five (5) percent Portland cement and spread the ma�erial �s a base all in accordance with Item 214 Portland Cement Treatrnent (Material Manipulatiort) of the latest edition of the City of Fort Worth Standard Specificafiions for Street and Storm Drain Construction as follows: * Cement shall be applied only to such an area that all the operations can be continuous and completed in day light within six (6) hours of such application. '" Gradations have to be taken just a few minutes before a�lying cement. * No° equipmcnt except that usod in thc spreading and mixing will be allowed to pass over the fr,eshly spread cement until it is mixed with the soil. * Any mixture of soil and cement that has not been compacted and finished sha�l not remain undisturbed for more than thu-ty (30) minutes. D * Surface compaction and finishing shall proceed in such a manner as to produce, in not more than two (2) hours, a smooth, closely knit surface free of cracks, ridges or loose material, confoYming to the crown, grade and line shown on the L�J L�J � � � C � plans. * Aftcr thc roadway has bccn finishcd as spccificd hcrcin it sha11 bc immcdiatcly protected a�ainst rapid drying by applying two tenths (0.2) gallons per squaze yards of RC-2 or somc othcr E.P.A. approv�cd water based emulsion. Should it be necessary for construction equipment or other traffic to use that section of roadway before the emulsion has dried sufficiently, it is the responsibility of the contractor to dust or sand the surface befor.e such use to prevent pickup of material. , � * The contractor sha11 a]so mauitain this protective cover during the seven ('7} day curing period so that a11 the soil cement base course will be covered effectively. * The soil cement coutse may be opened to local traffic as soon as the water based emulsion has been applied ad dusted or sanded as necessary to prevent pickup of matcnial by tra�'ia lY may be opened to a11 traffic after scv�cn (7) days. After the *n;n;*�um seven (7) day of curing the contractor ahall overlay with three (3) inches of S�VIAC Type "D" course on top of the new base. L'J � :'J P�e 2 � HMAC SURFACE COU�SE (TYPE "D" MIX) All applicable provisions of Standazd Specifications Item Numbers 312 "Hot Nlix Asphalfiic ("� Concrete" and 313 "Ccntral Plant Rccycling Asphaltic Concrcte" of thc City of Fort Worth �� Standard Specifications of Street and Stonn Drain Construction shall apply to the construction methods for this portion of thc project. Q Standard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat or the asphattic �mixture shall not be placed unless the air temperature is fiflye (50) degrees � Fahrenheit and rising the temperature being taken in the shade and away from aztificial heat. Asphaltic maierial shall also not be placed when the wind conditions aze unsuitable in 0 the opinion of the Engi�teer. The contractor shall furnish a batch design of the proposed hot mix asphaltic concrete for City approva148 hours prior to placing the HMAC overlay. The City will provide laboratory control as necessary. � � .. Q �'-J � � � l'J � L� � � � � � � � � � � � � � � � � � � � � �. _ i r �� n,..� �.JG!•/:!L L+ I"�'!' � �fi/�/_J..:��'�l] � � , % '/�•. �, � �/!'/�� I / CITY OF FORT WORTH DEPARTMENT OF ENGINEERING REOUEST FOR ENGINEfiRING LABORATORY SERVICES DATE-9/2198 ENG. ORDER NO. REQUESTING DEPARTN�'NT-ENGINEERiNG DIVISION-ENG. SERVICES SECTION-IN-HOUSE DESIGN CONTACT�PERSON-JIM DEETER PROJECT NAME-McCONNELL. LIMITS-GORDON TO CALIF. PKWY., PROJECT # DOE NO.-2024 FUND CODE-03 DESCRIPTION OF SERVICES REQUESTED I have attached the_nrevious soil test reoort and now reauest a written recommendation as to the tvae of stabilization reauired and this nroiect's suitabilitv for vulverization. Please also find attached supnortin� information and a written summary detailinQ the sco�e of work. - � MAPSCO PAGE(s)-90U FOR LABORA.TORY USE ONLY DATE RECEIVED DATE LAB WORK STARTED COMPLETED COMI��NTS � . ,,c.. � i , �; S. :. •� � , . � � '`.� �. , � ;� , CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND`PLASTICTTY INDEX •PRUJECT: 1998 CAPITAL IMPUROVEMENT PROGRAM McCONNELL DRIVE (GORDON TO CALIFORNIA PKWY.) DOL NO.: 1952' FUND CODE: 03 __________________________________________________________________________I HOLE � 1 � LAB NO.: 29942 � LOCATION: 5205 McCONNELL DR. E/4 � --------------------------------------------------------------------------� 3.00p HMAC � 6_00" BROWN CLAY W/CRUSHEU STONE � 10.00" GRAY CLAY � --------------------------------------------------------------------------'� ATTERBURG LIMITS: LL: 51.9 PZ: 27.2 PI: 29.7 SHRKG: 16.0� � MUNSEL C�LOR CHART: 5/1 GRAY CLAY � UNIT WEIGHT: 127.0 LBS PER CUBIC FOOT � __________________________________________________________________________1 ___________________________________________________—________________=====1 HOLE # 2 � LAB NO.: 29943 - � LOCATION: 5301 McCONNELL DR. CL . � --------------------------------------------------------------------------� 2.50" HMAC � I 6.00� BROWN SANDY CLAY W/CRUSHED STONE � 11.00" LIGHT, GRAY CLAY � -------------------------------------------------------------,--� ---------� ATTERBURG LIMITS: LL: 32.8 PL: 19.3 PI: 13.5 SHRKG: 7.0$ - � MUNSEL COLOR CHART: 6/1 GRAY CLAY � UNIT WEIGHT: 124.0 i�BS PER CUBIC FOOT j __________________________________________________________________________t . � ° _____�_____________________________________________________________=____� HOLE !� 3 LAB NO .: 2 9'9 4 4 � � LOCATION: 5328 McCONNELL DR. W/4 � � ------------------------�---------------------=---------------------------� 3.00" HMAC . � 6.00" LIGHT GRAY CLAY W/CRUSHED STONE � 10.00" GRAY CLAY � •--------------------------------------------------------------------------� �'�TTERBURG LIMITS: LL: 46.0 PL: 19.2� PI: 27.8 SHRKG: 14.0� ( �"JNSEL COLOR CHART: 6/1 GRAY CLAY * � �IIT WEIGHT: 112.0 LBS PER CUBIC FOOT . � ,sca=a�=c—c==cc—v=c=====_=c=�=cc===c=======ccc=c==c_______________�_=_____= I � .. . ... .. D � '�OE � 1952 PAGE 2 � f�===�___________________________________________________________=_______ � APPROVAL: � dj , • . N JERI �}1TE TESTED: 03-09-98 �ATE REPORTED: 03-13-98 �STED BY: CARDWELL,DESAI �� C!' � C� � � � l�J L!�' � � � ROUTING J�1MES ANDERSON NAJIB FARES FILE , tl � I a � . 's INTER-OFFICE CORRESPONDENCE Date: September 9, 1998 To: Jim Deeier From: Ryan Jeri Re: Recotrunendation for Rehabilitating of Gordon (Southcrest to Frazier) D.O.E. No: 2020 Upon revie�v of the scope of construction on this project and also by tahing core samples and evaluating the thickness and condition of the surface and base mat�rial and evaluating the. suitabilit�� of the existing material for future use, it is my recommendation that this street is a good candidate to be pulverized. Upon completion of utility work all ditches must be capped with a temporary patch complying with City of Fort Worth Specifications. The contractor shall pulverize the exiating pavement / base to a depth of S inches below the surface of the existing pavement. Afier pulverization is completed, the contractor shalt temporarily remove the pulverized material and undercut an additional3 inches of base material. The removal of the base material shall start a minimum of 8 inches below the existing pavement surface. After the undercut is complete, the contractor shall replace the putverized material and m� it with S percent Portland Cement, spread the material as a base and compact.all in accordance with Item 214, Poitland Cement Treatment (Material Manipulation), of thc latcst cdition of thc City of Fort Worth Standazd Spccifications for Construction of Streets and Storm Drains. When proper compaction is achieved the coniractor shall overlay with 3 inches of HMAC type "D" surface course on top of the new base and all applicable provisions of Item 312 (Hot I�x Asphalt Concrete) and Item 313 (Central Plant Recycling Asphalt Concrete) of the latest edition of the City of Fort Worth '� Standard Specifications for Construction of Streets and Storm Drains. These specificafions shall apply to all aspects of conshuction methods for this project. You may want to include a copy of the attached document in the contract documents for the benefrt of the contractor bidding the project and for use in construcrion of the project. J�en lJ � L: � L� [;� LJ LJ � � L�J � � l�J � PAVEMENT PULVERIZATION The contractor shall puh�erize the existing pa��ement / base to a depth of eight (8) inches Uelow tlie surface of the er►istu�; pavement. After pulveri7ation is completed the contractor shall tcmp�ratity �mov� thc putvarizcd matcrial and removo an additional threc (3) inches of base material. The removal of tlie Uase material shall start a minimum of eight (8) inches bclow thc surfacc vf the existing pavGment. After the undercut operation is complete, thc contractor shall mii the pulverized material with five (5) percent Portland cement and spread the material as a base all in accordance with Item 214 Portland Cement Treatrnent (Material Manipulation) of the latest edition of the City of Fart Worth Standard Specifications for Street and Stoan Drain Construcfion as follo�vs: �` Cement shall be applied only to such an azea tha't all the operations can be continuous and completed in day light witlun six (6) hours of such application. * Gradations have to be taken just a few minutes before a�lying cement. �` No cquipmcnt exccpt that used in thc sprc�ding and mixing will be allowed to � pass over the freshly spread cement until it is mixed with the soil. * Any mixture of soil and cement that� has not been compacted and finished shall not remain undisturbed for more than thu-ty (30) minutes. * Surface coznpaction and finishing shall proceed in such a manner as to produce, in not more than two (2) hours, a smooth, closely knit surface free of cracks, ridges or loose material, conforn�ing to the crown, grade and line shown on the plans. . * Aftcr thc roadway has bccn finishcd as spccificd hcrcin it shall bc immcdiatciy protected against rapid drying bY aPPi�ng two tenths (0.2) gallons per square yards of RC-2 or some other E.P.A. approvGd water based emulaion. Should it be necessary for construction equipment or other tra�ic to use that secfiion of roadway before the emulsion has c�ried sufficientty, it is the responsibility of the contractor to dust or sand the surface before such use to prevent pickup of material. ' * The contractor shall also mair►tain #his protective `cover during the seven (7) da3' curing period so that all the so� cement base course will be cwered effectively. L L! l�J * The soil cement course may be opencd to local Uraffic as soon as the water based emuLsion has been applied ad dusted or sanded as necessary to prevent pickup of material by tragic. It may be opencd to all traffic aftei' sev�cn (7) days. After the minimum seven (7) day of curing the contractor ahall overlay with tlu'ee (3) inches of I3MRC Type "D" course on top of the new base. 111 LJ � P�e2 a I�v1AC SURFACE COURSE (TYPE "D" MI�i) ' All applicable provisions of Standard Specifications Item Numbers 312 "Hot-I�x Asphaltic o Cqncrcte" and 313 "Ctntral Plant Rccycling Asphaltic Concrcte" of ihc City of Fort Worth Standard Specifications of Street and Storm Drain Construction shall apply to the construction mcthods for this portion of thc project. 0 Standard Specification 312.5 (1) sha11 be revised as follows: The prime coat, tack coat or the asplialtic mixture shall not be placed unless the air temperature is fifly (50) degrees Q Fahrenheit and rising the temperature being talcen in the shade and away from artificial heat. Asphalric material shall aLso not be placed when the wind conditions are w�suitable in the opuuon of the Engineer. The contractor shall furnish a batch design of ihe proposed � hot mix asphaltic concrete for City approva148 hours prior to placing the HMAC overlay. The Cifiy will provide laboratory control as necessary. . � i� .. a l`-1 � � � � LJ � � �' 0 a � a 0 � a � a � � a � 0 0 a � � . �� N CITY OF FORT WORTH � DEPARTMENT OF ENGINEERING REOUEST FOR ENGINEERING LABORATORY SERVICES DATE-9/2/98 . ENG. ORDER NO. REQUESTING DEPARTMENT-ENGINEERING DIVISION-ENG. SERVICES SECTION-IN-HOUSE DESTGN CONTACT PERSON-JIM DEETER PROJECT NAME-GORDON. LIMITS-SOUTHCREST TO FRAZIER, PROJECT # DOE NO.-2020 FUND CODE-03 DESCRIPTION OF SERVICES REQUESTED I have attached the nrevious soil test renort and now reauest a written recommendation as to the tyne of stabilization reauired and this aroiect's suitabilitv for pulverization. Please also find attached supnortin� information and a written summary detailin� the scope of work. � MAPSGO PAGE(s)-90U FOR LABORATORY USE ONLY DATE RECEIVED DATE LAB WORK STARTED COMPLETED COMIVV�NTS �'� /:�;J,�,� 0 1 1 JU:��'.� /`•if�� .i . Y , �.,� /% : ' . :� / �•. . •- t ,;;I:. . �.� �� 0 �, CITY OF FORT �70RTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: 1998 CAPITAL IMPOROVEMENT PROGRAM GORDO�1 AVE2�IUE (SOUTF3CREST TO FRAZIER) DOE NO.: 1952 FUND CODE: 03 __________________________________________________________________________I HOLE � 1 LAB NO.: 29945 I LOCATION: 5204 GORDON AVE. W/4 I ------------------------------------�-------------------------------------� J.00" HMAC � 6.00" BROWN SANDY CLAY W/CRUSHED STONE- 1 10.00" BROWN CLAY � --------------------------------------------------------------------------� ATTERBURG LIMITS: LL: 47.9 PL: 24.4 PI: 23.5 SHRKG: 15.O�S � MUNSEL COLOR CHART: 6/2 LIuHT BROWNISH GRAY CLAY I UNIT WEIGHT: 124.0 LBS PER CUBIC FOOT � __________________________________________________________________________1 __________________________________________________________________________1 HOLE # 2 LAB NO.: 29946 � I LOCATION: 5237 GORDON AVE. CL � --------------------------------------------------------------------------� 3.00"' HMAC � 6'. 00" LIGHT GRAY CLAY W/CRUSHED, STONE �' . � 10 . Q 0^' BROWN "CL�,Y � -----------------------------------,---------------------------------------� ATTERBURG LIMITS: LL: 46.6 PL: 22.9 PI: 23.7 SHRKG: 14.O�S - � MUNSEL C4LOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY I UNIT WEIGHT: 138.0 LBS PER CUBIC FOOT . � _____�____________________________________________________________________� APPROVAL: � R JERI ROUTII�IG DATE TESTED: 03-09-98 JAMES ANDERSOI� DATE REPORTED: 03-13-98 � NAJIB FARES TESTED BY: CARDWELL,DESAI FILE � � D 0 a � a Q � O � D � � � �� [�I L�] INTER-OFFICE CORRESPONDENCE Date: To: From: Re: September 9, 1998 Jim Deeter Ryan Jeri Recommendation far Rehab�itating of Westcrest (Southcrest to Wayside) D.O.E. No: 2022 � Upon review of the scope of construction on this project and also b3► taking core samples � and evaluatsng the thickness and condition of the surfaee and base material and evaluating thc suitability of the existing material for future use, it is my recommendation that this street is a good candidate to be pulverized. Upon completion of utility work all ditehes must be capped with a temporar�� patch complying with City of Fort Worth Specifications. The contractor shall putverize the existing pavement / base to a depth of 8 inches below the surface of the existing pavement. After pulverization is completed, the contractor shall temporarily remove the pulverized material and undercut an additional 3 inches of base material. The removal of the base material shall start a minimum of 8 inches below the existing pavement surface. A$er the undercut is complete, the �ontractor shall replace the pulverized material and mix it with 5 percent Portland Cement, spread the material as a base and compact all in accordance with Item 214, Portland Cement Treaiment (Material Manipulation), of thc latcst cdi�ion of thc City of Fort Worth Standard Spccifications for Construction of Streets and Storm Drains. When proper compaction is achieved the contractor shall�ovcrlay with 3 inchcs of HMAC typc "D" surfacc coursc on top of thc ncw base and aIl applicable provisions of Item 312 (Hot Mix Asphalt Concrete) and Item 313 (Central Plant Recycling Asphalt Concrete) of the latest edition of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. These specifications shall appiy to all aspects of consiruction methods for this project. You may want to include a copy of the attached document in the contract documents for the benefit of the contractor bidding the project and for use in construction of the project. a�enJ , �I' PAVEMENT PULVERIZATION The contractor shall puh�erize ihe eYisting paz�ement / base to a depth of eight (8) inches Uelow tl�e surface of the er►isting pavement. After pulverization is completed the contractor shall tcmporarily removc the pulvarizcd material and remove an additional three (3) inches of base material. The removal of the Uase material shall start a minimum of eight (8) inches below thc surfaec of tho exisling pav�cment. After thc undcrcut operation is complete, the coniractor shall mi� the pulverized material with five (S) percent Portland cement and spread the material as a base all in accordance with Item 214 Portland Cement Treairnent (Material Manipulation) of the latest edition of the City of Fort Worth Standard Specifications for Street and Stonn Drain Conshuction as follows: * Cement sha11 be applied only to such an azea that all the operations can be continuous and completed in day light within six (6) hours of such application. * Gradarions have to be taken just a few minutes before a�lying cement. �` No equipment except that uscd in thc sprcading and mixing will bc allowed to pass over the freshly spread cement until it is mixed with the soil. * Any mixture of soil and cement that has not been compacted and finished shall not remain undisturbed for more than thirty (30) minutes. * Surface compaction and finishing shall proceed in such a maiuier as to produce, in not more than two (2) hours, a smooth, closely knit surface free of cracks, ridges or loose material, confornung to the crown, grade and ]ine shown on the ptans. �` Aftcr thc roadway has bccn finishcd as spccificd hctcui it shall bc arimcdiatoly protected agaii�st rapid dtyin� by applSring two tenths (0.2) gallons per square yards of RC-2 or somc ot'�cr E.P.A. approv�cd watcr bascd emulsion. Should it be necessary for construction equipment or other traffc to use that section of roadway before the emulsion has dried sufficiently, it is the responsibility of the confiractor to dust or sand the surface before such use to prevent pickup of material. * The contractor shall also maintain this protective cover during the seven (7) day curing.period so that all the soil cement base course will be covered effectively: '� `The soil cement coutsc may be opened to local traffic as soon as the watcr based emulsion has lieen applied ad dusted or sanded as necessary to prevent pickup of material by traffiic. It may be opened to all traffc after scv�cn (7) days. After the minimusn aeven (7) day of cuning the contractor shall overlay with three (3) inches of i�vIAC Type "D" course on top of the new base. ;� L�1 � page 2 HMAC SLIRFACE COURSE (TYPE "D" lv�) ' � All applicable provisions of Standard Specifications Item Numbers 312 "Hot-Mix Asphaltic Concrcte" and 313 "Ccntral Plant Rccycling Asphaltic Concrete" of thc City of Fort Worth Standard Specifications of Street and Storni Drain Construction shall apply to the � construction mcthods for this portion of the project. Standard Specification 312.5 (1) shall be revesed as follows: The prime coat, tack coat or � the asphaltic mixture shall not be placed unless the air temperature is fifly (50) degrees � Fahrenheit and rising the temperature being ta7cen in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in Q the opinion of the Engineer. The contractor shall furnish a batch design of flie proposed hot mix asphaltic concrete for City approva148 hours prior to placing the HM.AC overlay. The City will provide laboratory control as necessary. � a � � � � � � � � L!J _ , CITY OF FORT WORTH DEPART MENT OF ENGINEERING REOUEST FOR ENGINEERING LABOR,ATORY SERVICE /� �� J�/�� /�� a' ��i��-=� ��'^� � � -� / �i�! � ��::� / �,.,- ' a . ; . . �x'.�B , � S � a DATE-9i2/98 ENG. ORDER NO. o REQUESTING DEPARTMENT-ENGINEERING DIVISION-ENG. SERVICES o SECTION-IN-HOUSE DESIGN CONTACT PERSON-JIM DEETER PROJECT NAME-WESTCREST LIMITS-SOUTHCREST TO WAYSIDE O PROJECT # DOE NO.-2022 FUND CODE-03 a DESCRIPTTON OF SERVICES REQUESTED I have attached the previous soil test renort and now reauest a written recommendation as to the t�me of stabilization reQuired � and this aroiect's suitabilitv for pulverization. Please also find attached sunnortin� inf�,rmation and a written summary detailine the scane of wark. a MAPSCO PAGE(s}-90P FOR LABORATORY USE ONLY DATE RECEIVED DATE LAB WORK STARTED COMMENTS COMPLETED � a 0 -. , � D a D a 0 o �,�. a � l� CITY, pF FORT WORTH CONSTRUCTTON SERVICES LABORATORY RESULTS FOR TE5T HOLE �1ND PLASTICITY INDEX �OJECT: 1998 CAPITIIL IMPOROVEMENT PROGRAM . WESTCREST DRTVE (SOUTHCREST TO 4J71YSIDE) �OE NO.: 1952 � �ND CODE: 03 -_—___=______________________________-i-==—=_________—__________________—___{ �LE # 1 � LAB NO.: �'9934 ( CATION: 5205 WESTCREST DR. E/4 � l --------------------------------------------------------------------------� �. S O p HNIlaC I .00" BROWN CI,AY W/CRUSHED STON� I � 1. 00" BROWI�I CLAY I ------------------------------------------------------------------------� � TERBURG LIMITS: LL: 45.1 PL: 25.2 PI: 19.9 SHRKG: 14.O�S i NSEL COLOR CHP,RT: 6/2 LIGHT BROWNISh GRAY CLAi� I .�IT WEIGHT: 132.0 LBS PER CUBIC FOOT I ___________=_____________________—_—______=—_______—______--___=—===1 �__ =_�______________________________---______________________________=====1 �E# 2 LAB NO.: 29935 - i ATION: 5240 WESTCREST DR. CL I -------------------------------------------------------------------------� 50" HMAC I 00" LIGHT GRAY CLAY W/CRUSHED STONE I .00~ DARK GRAY CLAY I -- -----------------------------------------------------------� ---------) ERBURG LIMITS: LL: 52.6 PL: 23.3 `PI: 29.3 SHRKG: 16.0$ - 1 SEL COLOR CHART: 5/1 GRAY CLAY I T WEIGHT: 132.0 LBS PER.CUBIC FOO� ____I ��-_��________________________________________________________ ______=----i �ROVAL: � JERI E TESTED: 03-09-98 E REPORTED: 03-13-98 TED BY: CARDWELL,DESAI � ROUTING JAMES ANDERSON NAJIB FARES FILE �. .t�J INI'ER-OFFICE GORRESPONDENCE Date: To: From: September 9, 1998 Jim Deeter Ryan Jeri Re: Recommendation for Rehabilitating of Odell (Frazier to Loop 820) D.O.E. No: 2023 Upon revie�v of the scope of consirucrion on tius project and also by taking core sarnples and evaluating the thicl:ness and condition of the surface and base material and evaluating the suitability of the existing material for future use, it is my recommendation that this street is a good candidate to be pulverized. Upqn completion of utility work all ditches must be capped with a temporary patch complying with City of Fort Worth Specifications. The contractor ahall putverize the existing pavement / base to a depth of 8 inches below the surface of the exisfiing pavement. After pulverization is completed, the contractor shall temporarily remove the pulverized material and undercut an additional3 inches of base material. The remova] of the base material shall start a minimum of 8 inches below the existing pavement surface. Af�er the undercut is complete, the contraotor shall replace the putverized material and m� it with 5 percent Portiand Cement, spread the mateiiai as a base and compact all in accordance with Item 214, Portland Cement Treatrnent (Material Manipulation), of thc latcst cdition of thc City of Fort Worth Standazd Spccifications for Constiuction of Streets and Storm Dra.ins. When proper compaction is achieved the contractor shall ovcrlay with 3 inchcs of HMAC typc "D" aurfacc coursc on top of thc ncw base and all applicable provisions of Item 312 {Hot Mix Asphalt Concrete) and Item 313 (Central Plant Recycling Asphalt Concrete) of the latest edition of the City of Fort Worth �Standard Specifications for Construction of Streets and Storm Drains. These specifications shall appiy to all aspects of construction �methods for this project. You may want to include a copy of the attached document in the contract documents for the benefit of the coniractor bidding the project and for use in construction of the project. O> ' an Jeri L�J � � � PAVEMENT PULVERIZATION The contractor shall puh�erize the existing pavement / base to a depth of eight (8) inches a Uelow the surface of the ehisting pavement. Af3er pulvexiTation is completed the contractor shall t�mpvrarily rcmvvc thc pulvarizcd matcrial and remove' an additional three (3) inchcs of Uase material. The �emoval of the base material shall start a minimum of eight (8) inches � bclow thc surface of thc cxisling pavement. After thc undcrcut operation is complete, the contractor shall miY the pulverized material with five (5) percent Portland cement and spread the material as a base all in accordance with Item 214 Portland Cement Treatment � (Material Manipulation) of the latest edition of �he City of Fort Worth Standard Specifications for Street and Storm Drain Cons{ruction as follows: �` Cement shall be applied only to such an azea that a1l the operations can be continuous and completed in day lig�t witlun six (6) hours of such application. * Gradations have to be taken just a few minutes before a�lying cement. * No cquiprncnt exccpt that used in thc �prcading and mixing will be alloweii to � pass over the freshly spread cement ut�til it is mixed with the soil. � * Any mixture of so� and cement that h�s not been compacted and finished shall � not remain undisturbed for more than �tw�ty (30) minutes. C C�J � � � � C� * Surface compaction and finishing shall proceed in such a manner as to produce, in not more than two (2) hours, a smooth, closely knit surface free of cracks, ridges or loose material, conforming to the crown, grade and 2ine shown on the plans. * After thc roadway has been finishcd a� specifitd herein it shall be immcdiateiy protected agait�st rapid drying by applying two tenths (Q.2) gallons per square yards of RC-2 or somc other E.P.A. approvrd watcr based emulsion. Should it be necessary for construction equipment or other traffic to use that section of roadway before the emulsion has dried suffciently, it is the responsibility of the contractor to dust or sand the surface before such use to prevent pickup of material. * The contractor shall also maintain this protective cover during the seven (7) day curing period so that all the soil cement base course will be covered effectivety. "` The soil ccment couise may be opened to local tra�c as soon as the wat�r bascd emulsion has been applied ad dusted or sanded as necessary to prevent pickup of matcrial by traffia lt may bc opcncd to all traffic aftcr scvcn (7) days. After the m;n;Tr,� g�en (7) day of curing the confiractor ahall overlay with three (3) �1 inches of I-�vIAC Type "D" course on top of the new base. U �-❑ �� P�e 2 0 HMAC SURFACE COURSE (TYPE "D" MI�) All applicable provisions of Standard Specifications Item NumUers 312 "Hot-Mix Asphaltic � Concrete" and 313 "Ccntral Plant Rccycling Asphaltic Concrete" of the City of Fort Worth �Standard Specifications of Str�et and Storm Drain Construction shall apph� to the construction methods for this portion of thc projcct. D Standard Specificarion 312.5 (1) shall be revised as follows: The prime coat, tack coat or the asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees a Fahrenheit and rising the temperature being taken in the shade and away from artificial ' heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in tlte opinion of the Engineer. The contractor shall fu�nish a batch design of the proposed a hot mix asphal�ic concrete for Ciry approva148 hours prior to placing the HMAC overlay. The City will provide laboratory control as necessary. a � _- o � u �� . � � � � �� U L.! � � � � � 0 � � D � � � /! i J�/.�r�G�'-� ��. y r�.iL..�:, . ._ , � .. F . . � � i ' •. �tl ' ,� CITY Q� FORT WORTH � DEPARTMENT OF ENGINEERING REOUEST FOR ENGINEERING LABORATORY SERVICES .J 'f� .� ��' ' . �� DATE-9/2/98 ENG. ORDER NO. REQUESTING DEPARTMENT-ENGINEERING DIVISION-ENG. SERVICES SECTION-IN-HOUSE DESIGN CONTACT PERSON-JIM DEETER PROJECT NAME-ODELL LIMITS-FRAZIER TO LOOP 820 PROJECT # DOE NO.-2023 FUND CODE-03 DESCRIPTION OF SERVICES REQLTESTED I have attached the arevious soil test renort and now reauest a written recommendation as to the tvne of stabilization reauired and this nroiect's suitabilitv for vulverization. Please also find attached supportin4 information and a written summary detailin� the scone of work. MAPSCO PACrE(s)-90U � FOR LABORATORY USE ONLY DATE RECEIVED DATE LA.B WORK� STARTED COhZMENTS COMPLETED� � � 1 r m,..'r� � u c L: T�' .i't !'•�•`t:7' itidti;ii�`�i �: Ci1�i: ','T:i.)� TJ �:N ��:=F�i:V] r'c:�: ; .=,•i�� ;-:•,•. . .' . . '. . • . i.. '`' ii:ii�l•: t,;V • � ; '1' ' �' •. ':. . i.v. i r:�. 7' . 1. �, �, � ' ;i11;7 �? i i•' !i,,.. ��: . j' . • � . . . � :.:x�l-'17'AL �J�1✓i'��U1iENF�1J7' F-°kut:.};i-;tf nt;T`)t' ; y�Ti:�,`•;T�F� 7`O 1.(.i(jj'� �;?(l j ==r_�s—�z.__'- """_�_'._'____ �-----___'___ — _-�_______—_'___________c=c�.��=c'==�v ====c�__.�_____=��'—ca__� �=cc' �'�:t'', ft � T1P�Tj ?��. . ..�Cae=,�+_. • i v:;i�TiUTI: :•U' ti%;�U7'H OF r`r',F:Zi t:i� �L:►i:. 1r�;' � ; --------------------------------------------------------------------------) � _ 5U"' H:�T�.0 � I . . ��;.. ;;:•_�_`_' .:? : :� t�a/ � r;t.::;i�lr'i:� S'J'GNL•: i '/. t.►()" i3lt�'IiNI�i �i� i;}�}1Y Cl�l'iY I -------------------------------------------------------------------------� TTF.I:BUT:G LIMITS: LL: 9 i.3 . PL: 21.0 PI': ?_2.3 SHk};G: 12..0� � Ul�1SEL COLOR C.�RT: '7/2 LIGHT GRAY CLAY � ��I:' WE1�:HT: ]��.0 LB5 PEk rUBIC L•'�G�' i __�_��___—______=_____________________________—=____—_--_---------------� _=__�___=___•_______________=________________--___________________________� OLE � 2 . LAB NO.: 29693 � � � �., � 1 OCI�T�ON: 53%5 ORDELL DR. CL � -------------------------------------------------------------------------� 2 . 7 5"' }3N'N:AC � 7.OU" GRAVEL W/SAND . ( 0.00"' BROWIIISH GRAY CLAY � -------------------------------------------------------------------------� TTERBURG.LIMJ:T.S: LL: 9$.1 'PL: ?4.2 PI: 23.9 SH3:fCG: 19.6�h '_ � UNSEL COLOI'< CHART: 6/3 LIG1�T YELLOWISH BROWN CLAY � NIT WETGHT: 1?_6_4 LBS PEFt CUBIC FOOT � == �t—�:�-_�___ _-�-=-------------•--- --------------- , . �,;- �'�. .-..: ;�:._. , ( . � , �.- �•�- • . .. . .; � ;�i:i.! !` i j`i+:, �• t ••, � r•r.•� f• • . l�f']1'71�`' ,�hIL E �`�� '1 '• J� . : }.. � ...1 �. —�. �!—�1ii � 1 ►�� F� r;';':: ]-,i:i: �.:i•:TL•'�.:.��: j) i-17.—�+:� I�d1�J1I3 k,�RE:S ESTF.I? PY: CI�1".DWELI�, nE�Al FILE Y U a a D � a 0 0 0 0 0 � � D 0 � � a 0 EOUIPMENT SCHEDULE List of Equipment owned by Bidder that is in serviceable condition and available .for. use: � Portions of work Bidder proposes to sublet in case of Award of Contracts including amount and type: EXPERIENCE RECORD List of projects your organization has successfully completed: Amount Of Contract Type of Work Date Accepted Name and Address of Owner Award List of projects your organization is now engaged in completing: Amount Of Contract Type of Anticipated Name and Address of Owner Award Work Date of Completion List Surety Bonds in force on above incomplete work: Date of Contract Award Type of Work Amount of Bond Bond Name and Address of Surety I� [�� C � � � . . CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date: ' NAME OF PROJECT: PROJECT NUMBER: IS TO CERTIFY THAT : is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE . Policy Effective Expires � Limits of Liability � Worker's Compensation Comprehensive General Liability Insurance (Public Liability) � Blasting Collapse of Building or a structures adjacent to excavations Damage to Underground Utilities � Builder's Risk Comprehensive Automobile Liability � L I ■' l! C LJ � 1 �J Contractual Liability Other ' Bodily Injury: Ea.Occurrence: $ Property Damage: IEa.Occurrence: $ � Ea.Occurrence: $ i � Ea.Occurrence: $ Ea.Occurrence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily Injury: Ea.Occurrence: $ Properiy Damage: Ea.Occurrence: $ Locations covered: � Description of operations covered: � ' i The above policies either in the body thereof or b� appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days a�ter the insured has received written notice of such change/or cancellation. I Where applicable local laws or regulations requir� more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special r�quirements, either in the body thereof or by appropriate endorsement thereto attached. � A�encv I i Fort Worth A�ent � By I Address Title u � L � � l�J L�l CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PW53- 060530175580 & PS58-070580174740 MCCLENDO TRUCTION CO, .INC. CONT CT By: _ � � L� LJ � � LJ lsl � l� L �J � � l�J DAN Mc�lEPJDfl�1, PR�31DE(dT Title q-�s-99 Date STATE OF TEXAS COUNTY OF TARRANT � � BEFORE ME, the undersigned authority, on this day personally appeared b t known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of%iCCi�c�ex, �� _Cv. � for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN LJNDER MY HAND AND SEAL OF OFFICE this ��-Y-� day of . 19 y'9 . Notary P� lic i and for the �State of Texas L�J �i � � PERFORMANCE BOND BOND N0. 89800182 � THE STATE OF TEXAS � COUNTY OF TARRANT � KNOW ALL MEN BY THESE PRESENTS: That we (1) MCCLENDON CONSTRUCTION CO., INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3) VIGILANT INS. C0. & FEDERAL�NS. C0. a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and frmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: EIGHT HUNDRED TWENTY-NINE THOUSAND SIX HUNDRED TWENTY-NINE AND 85/100............ ($829,629.85) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. � THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, ti�e Owner, dated the of a copy of which is hereto attached and made a part hereof, for the construction of: �UG 2�� 1998 CIP VARIOUS LOCATIONS CONTRACT 99B UNIT III; PAVING IMPROVEMENTS ALTERNATE NO. 2 1 ' ' 1 designated as Project No. (s) PW53-060530175580 & PS58-070580174740, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly, and faithfully perfarm the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fWly indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. I � F1 u � � PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed an original, this the of _____ ATTEST: ' _ . ,.. � � � i� .J �.' �,J MCCLENDCZN CONSTRUCTION CO., INC. (Principal) Secretary PRIN IPAL ( � BY: 1'itle: DAN MCCLENDOM, PR#SIDgNT (SEAL) PO BPX 996 BURLESON, TX 76097 � �{ L; �� Witness aJ s td�Principal P.O. B�X �,�� Address �'��5�� j ATTEST: (SEAL) (Address) VIGILANT INSURANCE COMPANY FF��ERAL Surety INSURANCE COMPANY � � sv: I C6`�l`1C�Lt,�. �(. • ��Ly Tamara E. Murr�orney-in-fact) (5)� (Surety) Secretary 15 Mountain View Road Warren, NJ 07061 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) ��) (3) (4) � . � ' imess as t Surety P.O. ox 8700; Fort Worth, TX 76124 � (Address) � (5) Correct Name of Contractor A Corporation, a Partnership or an Individual, as case may be Correct name of Surety If contractor is Partnership all Partners should execute Bond A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. � F2 � � � � � � � � � � � � � � � � � � � � IlVIPORTANT NOTICE To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-8�00-252-3439 � You may write the Texas Department of Insurance at: P.O. Box 149104 � Austin, Texas 78714-9104 Fax # (512) 475-1771 PREMIUM OR CLAIM DISP�JTES � Should you have a dispute concerning your premium or about a claim, you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached document. � � BOND N0. 89800182 PAYMENT BOND THE STATE OF TEXAS COUNTY OF TARRANT � KNOW ALL MEN BY THESE PRESENTS: That we (1) MCCLENDON CONSTRUCTION CO., INC a(2) Corporation of Texas, hereinafter call Principal, and (3) VIGILANT INS. C0. & FEDERAL,I�IS. C0. corporation organized and existing under the laws of the State and fully authorized to transact business in the State � of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the �,, penal sum of : EIGHT HUNDRED TWENTY-NINE THOUSAND SIX HUNDRED TWENTY-NINE AND 85/100 .............. (�829,629.85) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the day of �,�D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: AU� N�£' ^' 1998 CIP VARIOUS LOCATIONS CONTRACT 99B UNIT III; PAVING IMPROVEMENTS ALTERNATE NO. 2 � Project No. (s) PW53-060530175580 & PS58-070580174740 a copy of which is hereto attached, referred to and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction � being hereinafter refened to as the "work". �., NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claiinants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. I�[17 , � ' � � � � � � THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract ar to the work to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor sllall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed an ariginal, this the day of A.D., 1999. AUG 2 �'� 193� ATTEST: (Principal) Secretary i Witness as t Princi al P.�. BOx sso �IA�.ESC�d. T3� 7809 � Address ATTEST: (SEAL) (Surety) Secretary � Wi ess as to S ty n �' � MCCL, DO CO1�iS TIO C., PRI I ( BY: T;tte: �AN NlcCLENd(1�1, PR��SID�NT PO BOX 996 BURLESON, TX 76097 (SEAL) (Address) VIGILANT INSURANCE COMPANY F�DERAL INSURANCE COMPANY Surety 4 �}'� � BY: Ql��l.- l. • I� l.l.��l�.�J- (Attorney-in-fact) (5)� Tamara E. Murrav � (Address) 15 Mountain View Road Warren, NJ 07061 (Address) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. (Address) � � � MAINTENANCE BOND BOND N0. 89800182 THE STATE OF TEXAS § COUNTY OFTARRANT � KNOW ALL MEN BY THESE PRESENTS: That (1) MCCLENDON CONSTRUCTION CO., INC. as Principal, acting herein by and through (2) Dan McClendon its duly authorized President and (3) VIGILANT INS.CO. & FEDERAL INS.aCOorporation organized under the laws of the State of ��as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of *NY & IN EIGHT HUNDRED TWENTY-NINE THOUSAND SIX HUNDRED TWENTY-NINE AND 85/100 .............. �, (�829.629.85) in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, ' administrators, assigns and successors, jointly and severally. This obligation is conditioned, however; that, WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, �`� `� �l �I �';`�� the performance of the following described public work and the construction of the following described public improvements: 1998 CIP VARIOUS LOCATIONS CONTRACT 99B UNIT III; PAVING IMPROVEMENTS ALTERNATE NO. 2 � of same being referred to herein and in said contract as the Work and being designated as project PW53- 060530175580 & PS58-070580174740 and said contract, including all of the specifications, conditions and written � instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the wark that it will remain in good repair and condition for and during the period One (l) Year after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of One (I1 Year; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be necessary; and, � WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. � � � �� NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each one of which shall be deemed an original, dated n� ie �3 Li. ?�:�� J ATTEST: (Principal) Secretary � I �1 (Seal) MCCLENDON CONSTRUCTION CO., INC. PRINCIPAL (4) BY: Title: �R� �C��N, PRE$IDENT � � � � Witness as Princi al �.�. Box ss� �RL��N. T�C 7�097 (Address) ATTEST: (Surety) Secretary (S�AL) �i�'� itness as to Surety P.O. Box �8700 Fort Worth, Texas 76124 PO BOX 996 BURLESON, TX 76097 (Address) VIGILANT INSURANCE COMPANY FEDE INSURANCE COMPANY Surety-, BY: �Ci�tk- � . d�C Tamara E. Murr�ttorney-in-fact) (5) � 15 Mountain View Rd; Warren, NJ 07061 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a partnership or an Individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. � F6 � Chubb P�WER � Surety �F ATTORNEY �J �� L�J �' � 1�1 � �I L^ L�J I�I IR � IL�J � � '� � Federal Insurance Company Attn.: Surety Department Vigilant Insurance Company 15 Mountain View Road Pacific indemnity Company Warren, NJ 07059 Know Atl by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACiFIC INDEMNITY COMPMfY, a Wisconsin corporation, do each hereby constitute and appoint Kyle W. Sweeney, Charles D. Sweeney, Bobby E. Mayo and Tamara E. Murray of Fort Worth, Texas----------- each as their true and lawful Attomey-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds (other than bail bonds) and undertakings given or executed in the course of its business (but not to include any instruments amending or attering khe same, nor consents to the modification or atteration of any instrument referred to in said bonds or obligations). In wtness Whereof, said FEDERAL INSURANGE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on March 10 , 199$• _ � Kenneth C. Wendel, Assistant Sec� S7ATE OF NEW JERSEY l J �. Coumy of Somerset �� / .\i� L Fra E. Robertson, Voe�resider�t or� Mar ch 1 �- .1998, before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me known to be Assistant Secretary d FEDERAL INSURANCE COMPANIf, VIGIIANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Pwv�r o( Attomey, and the said Kenneth C. Wendel being by me duly swom, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COIuPANY, VIGILANT INSURANCE COMPANY, and PACIFlC INDEMNITY COMPANY and Imows the corporate seals thereof, that the seals affixed to the foregoing Power oi Attomey are such corporate seals and were thereto affaed by authority ot ihe Sy-Laws of said Companies; and that he signed said Pawer ot Attomey as Assistant Secretary of safd Companies by like authorily; and that he is acquainted with Frank E. Robertson, and Imows him to be vice President of said Companies; u�d that the signature of Frank E. RobeAson, subscribed to said Power of Attomey is in the genuine handvvriting of Frenk E. Robertson, and was thereto subscribed by authoriry of said By-Laws aad in deponenYs presence. NoOatial �eal �8. �e� — r � OTP.�2Y � '�'��``�� otary Public • �. �—� THEI�E:ik B. CjG�FiOWSFfI p�Lt� �� Notsry 'Pubtfc, St�t`e o4 New Jerse� ��,;��;�� CERTIFICATION No.0014i01 F�Rract from the By-Laws of FEDERAL INSURANCE COMPANY, VtGILANT INSURAN��{�?� P��{� �1�MNITY COMPANY: 'All powers of attomey tor and on behalf of the Company may and shall be executed in the name and on behait of the Company, either by the Chairman or the President or a�lce President or an AssisYant Vice President, joinUy with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following afficers: Chairman, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal ot the Company may be affaed by facsimile to any power of attomey or to any certificate relating thereto appointing Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertaldngs and other writings obligatory in the nature thereof, and any such power of attomey or certificate bearing such tacsimile signature or facsimiie seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies") do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (ii) the Companies are duly licerued and aWior¢ed to traruad surely business in all 50 of the United States of America and the Dishict of Columbia and are au�wr¢ed by the U. S. Tr�sury Departnxnt; furtl�er, Federa� and �/gilant are lic�nsed in Puerto Rico and the U. S. Vrgin Islands, and Fedetal is licensed 'm American Samoa, Guam, and each ot the Provinces ot Canada except Prince Edward Island; and (iii) the foregoing Power of Attomey is true, correct and in fuil force and effect. Given under my hand and seals of said Companies at Warren, NJ this day of ,19 �gV�N�F �,oU1117I � `�9��!►,C�Fc� � �+� <cc.`+��nt,I�� '� •1p� —*— * 3 �� * .�� ~ i � �NOIAN►' MlS NS�M HFW YCtti�f- � - ��,� Kenneth C. Wendef Assistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: surety cLDchubb.com Fortn 1510-0226 (Ed. 2-98) NON-CONSENT � �� f'. .. CITY OF FORT WORTH, TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS � COUNTY OF TARRANT AUG 2 4 1999 This agreement made and entered into this the _day of A.D., 1999, by and � between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, -' organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the l lt�' day of December, A.D. 1924, under the authority (vested in said � voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a � resolution duly passed at a regular meeting of the City Council of said city , and the City of Fort Worth being hereinafter termed Owner, MCCLENDON CONSTRUCTION CO.. INC., HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: � [l � That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: � 1998 CIP VARIOUS LOCATIONS CONTRACT 99B UNIT III; PAVING IMPROVEMENTS ALTERNATE NO. 2 2. � That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared � by the Department of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. � R3 � The Contractor hereby agrees and binds himself to commence the construction of said �� work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. 4. ' ' � � The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and � approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 152 workinE days. � If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter � become due him, the sum of $315.00 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. . L�J 5. Should the Contractor fail to begin the work herein provided for within the time herein � fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the � Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or . prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its � Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. � I� I� i� �� Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its offcers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv, dama�e or death is caused, in whole or in part, bv the ne�ligence or alle�ed ne�li�ence of Owner, its officers. servants, or emvlovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iniury or damage is caused in whole or in vart bv the negli�ence or alleged negligence of Owner, its officers. servants or emplovees.. � In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to fnal payment, final payment shall not be made until Contractor either (a) � submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. � The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. a 0 � � 7. ,.y„ The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the � faithful performance of the terms and stipulations of the Contract and for the payment to all � claimants for labor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the � form included in the Contract Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. � 8. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on ..+ the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount � (including/excluding) alternates, shall be EIGHT HUNDRED TWENTY-NINE THOUSAND SIX HUNDRED TWENTY-NINE AND 85/100 ..............................Dollars, ($829,629.85). � � It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Depactment of Engineering. � � The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is �„ attached hereto and made a part hereof the same as if it were copied verbatim herein. � L[l It is mutually agreed and understood that this agreement is made and entered into by the � parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 8 �' counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this � instrument through its duly authorized officers in 8 counterparts with its corporate seal attached. AUG 2 4 19�9 Done in Fort Worth, Texas, this the day of , A.D., 1999. RECOMMENDED: CITY OF FORT WORTH ' ' �� 0 LJ � C L!J � -�.:�,�c` �� DIRECTOR, DEPARTMENT OF ENGINEERING I:�»:Z�1�I� TRANSPORTATION/PUBLIC WORKS DIRECTOR MCCLENDON CONSTRUCTION CO., INC. CONTRACTOR u BY: � �Rf� P��CLEN'�ON, PRfSIDENT T.ITLE L�'1 L�l � I�! PO BOX 996 FORT WORTH, TX 76097 ADDRESS � November 1960 Revised May 1986 Revised September 1992 � � C' �,� � ��. . sY: �f /,�x .r CITY MANAGER � �� ATTEST: SECRE (SEAL) `�-„r—' / _ ��ontract Authorization 8�- �,�- qq Date APPROVED AS TO FORM AND LEGALITY: �� CITY ATTBRNEY City of Fo�t Worth, Texas �►��yar And C,aunc�l �'amr»un�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE $�24�99 **C-176�1'� I 30CIP I 1 of 3 SUBJECT AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" CONSTRUCTION CO. FOR 1998 CIP VARIOUS LOCATIONS CONTRACT 99B UNIT I: WATER AND SEWER REPLACEMENTS, AND AWARD OF CONTRACT TO MCCLENDON CONSTRUCTION CO., INC. FOR 1998 CIP VARIOUS LOCATIONS CONTRACT 99B UNIT III: PAVING IMPROVEMENTS ALTERNATE NO. 2 � RECOMMENDATION: It is recommended that the City Council: Authorize the City Manager to execute a contract with William J. Schultz, Inc., d/b/a Circle "C" Construction Co. in the amount of $744,520.00 and 127 working days for 1998 CIP Various Locations Contract 99B Unit I: Water and Sewer Replacements; and 2. Authorize the City Manager to execute a contract with McClendon Construction Co., Inc. in the amount of $829,629.85 and 152 working days for 1998 �IP Various Locations Contract 996 Unit III: Paving Improvements Alternate No. 2. � DISCUSSION: Contract 996, Unit III is a grouping of ten 1998 Capital Im'provements Program Projects listed below. The 1998 Capital Improvements Program included funds For the improvement of these streets. The Water Department has determined that the water and/or s�nitary sewer lines in these streets need to be replaced prior to street reconstruction. PROJECT NAME DOE NO. PROJECT NO. Edgecliff from McCart to City Limit (RR) DO�E 2028 C1 1 5-0201 1 5040584 Malvey from Westridge to Malvey D E 2014 C115-020115040583 East Lane from Malvey to IH-30 Service Road D E 2013 C115-020115040583 Edgehill from Hilldale to Crestmore D E 2016 C115-020115040583 Clara from Mistletoe Blvd. to Mistletoe Drive D E 2012 C115-020115040586 Wainwright from Carverly to Stalcup D E 2003 C115-020115040585 Westcrest from Wayside to Southcrest DC�E 2022 C115-020115040584 Odell from Frazier to Loop 820 Service Road . D E 2023 C115-020115040584 McConnell from Gordon to California Pkwy. D E 2024 C1 1 5-0201 1 5040584 Gordon from Southcrest to Frazier D E 2020 C115-020115040584 Unit I is water and sanitary sewer replacements; Unit III is aving improvements. . � City of Fot�t Wot�th, Texas �i✓Y�Ay�r Atld Ca�rlcll Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE $�24�99 **C-17611 30CIP 2 of 3 SUBJECT AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" CONSTRUCTION CO. FOR 1998 CIP VARIOUS LOCATIONS CONTRACT 99B UNIT I: WATER AND SEWER REPLACEMENTS, AND AWARD OF CONTRACT TO MCCLENDON CONSTRUCTION CO., INC. FOR 1998 CIP VARIOUS LOCATIONS CONTRACT 99B UNIT III: PAVING IMPROVEMENTS ALTERNATE NO. 2 The bid documents for paving improvements included two alternates (Units II and III) as follows: • Alternate No. 1(Unit II) included pulverization and HMAC resurFacing, construction of standard concrete curb and gutter, driveway approaches, and sidewalks where shown on the plans. • Alternate No. 2(Unit III) included 5-inch HMAC pavement on 6-inch lime stabilized subgrade, construction of standard concrete curb and gutter, driveway approaches, and sidewalks where shown on the plans. Considering both units and given that Unit III will provide a more durable pavement surface, staff is recommending award of Unit III: Paving Improvements Alternate No. 2. This project was advertised for bid May 27 and June 3, 1999. The following bids were received on June 24, 1999: UNIT I BIDDERS AMOUNT 'TIME OF COMPLETION William J. Schultz, Inc., d/b/a Circle "C" Construction Co. $774.520.00 127 Working Days Specified M.E. Burns Construction, Inc. $847,698.00 Conatser Construction, Inc. $849,657.00 Hall-Albert Construction Company $983,054.20 UNIT !II BIDDERS McClendon Construction Co.. Inc. J.L. Bertram Construction & Engineering, I.nc APAC-Texas, Inc. AMOUNT TIME OF COMPLETION $829,629.85 152 Working Days Specified $886,415.05 $973,737.40 � Contingencies for Unit I change orders are $25,000.00 and $54,216.00 for associated construction inspection and survey. Contingencies for Unit III change orders are $25,000.00. William J. Schultz, Inc., d/b/a Circle "C" Construction Co. is in compliance with the City's M/WBE Ordinance by committing to 17 % M/WBE participation. The City's goal on this project is 17%. McClendon Construction Co., Inc. is in compliance with the City's M/WBE Ordinance by committing to 7% M/WBE participation and documenting good faith effort. McClendon Construction Co., Inc. identified several subcontracting and supplier opportunities. However, the M/MBE's contacted in the identified areas did not respond or did not submit the lowest bids. The City's goal on this project is 24%. City of Fort Worth, Texas �►��yar And Caunc�l ammun��at��n C DATE REFERENCE NUMBER LOG NAME PAGE $�24�99 �*C-1761'I J 30C1P I 3 of 3 SUBJECT AWARD OF CONTRACT i0 WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" CONSTRUCTION CO. FOR 1998 CIP VARIOUS LOCATIONS CONTRACT 99B UNIT I: WATER RND SEWER REPLACEMENTS, AND AWARD OF CONTRACT TO MCCLENDON CONSTRUCTION CO., INC. FOR 9998 C!P VARIOUS �OCATIONS CONTRACT 99B UNIT IIi: PAVING IMPROVEMENTS ALTERNATE NO. 2 Edgecliff, Westcrest, OdeN, McConnell, and Gordon are located in COUNCIL DISTRICT 6. Malvey, East Lane, and Edgehill are located in COUNCIL DISTRICT 3. Clara is located in COUNCIL DISTRICT 9. Wainwright is located in COUNCIL DISTRiCT 5. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the Commercial Paper Water and Sewer Funds, and the Street Improvements Fund. MG:j Submitted for City Manager's Office by: Mike Groomer Originatfng Department Head: A. Douglas Rademaker Additional Information Contact: 6140 � � G157 A. Douglas Rademaker 6157 � FUND I ACCOUNT � � (t�) (from) PS46 PW77 C115 C115 Ci15 C'! 15 541200 541200 5412Q0 541200 541200 541200 CENTER 070460135380 060770155680 020115040583 020115040584 020115040585 020115040586 � AMOUNT $300,466.00 $474,054.00 $175,757.50 $430,370.00 $468,273.10 $ 55,229.25 CITY SECRETARY ;�;'�',�:�;J�;� �°' �' `�{ �,�1 i i;+.� n � '�.% i�� f 1° 1..1 �� AUG �'~ 1999 �/� U ., '�a.u�. � ��: a:.i..,J �iNr:x�c.re�?;:y-:,� �'._� �:iiy t1i'r'V;: `r',:;,i.l'+.,'�'c�•raa?