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Home My WebLink AboutContract 44045 (2)CITY SECRETAR� D.O.E. FILE corrr�►cTOR'S BONDlNG �t?. CONSTRUCTION'S CO� CLIENT DEPARTMENT PI$�J�C� I�A.I�T�J�I� FOR CITY SECRETAR'�' ,, �� RNTRACT N0. �- L� U ✓� J i�AIL ��C�E�S �r�]� T�.�L ��I`+TN�C'�I�I�T IN THE CITY OF FORT WORTH 2011 District: Fort Worth County: Tarrant Project: STP 20I0 TCSP TC03(002) CSJ: 0902-48-557 B�TSY Px�cE MAYOR TOM HIGGINS (�:TTY 1viANAC'YF.R llouglas W. Wiersig, P.E. , ti _ �- llit�C; l VK, TRANSPURTATI�N AND PUBLTC WORKS PREPARED BY NOV'EMBER 2011 PLEASE DO NOT _-__ . __ - _ DISSA,SS�MBLE O�FICIAL RECOR� CITY SECRETARY ' FT. WORTH, TX � �P��.O� r��q$ �'° • `� ` . s' �d� ��: �� 1' •�i��La � rlre�or �� a� a{rsr� �r ��r � � � :.� • 1• � �f�64 • �f $�saa,;��, 7 �. �� . !��`S�c�NSE •G�'��'� ��iea �`'�H � (-Z�t � (f _i'J—�_ �� I. M&C Review �ITY C:OUNCIL �GE�� Page 1 of 2 Official site oF the City of Fort Worth, Texas FURT �'�'(lRT{I _�,�°,�_ `- COUNCIL ACTION: Approved on 11/6/2012 CONTINUED FROM A PREVIOUS WEEK y DATE: 10/16/2012 REFERENCE C-25926 LOG NAME; 80TRAILDRIVERSPARK NO.: TRAIL CODE: C TYPE: NON- PUBLIC NO CONSENT HEARING: SUBJECT: Authorize Execution of a Construction Contract with 2L Construction L.L.C., in the Amount of $267,996.83 for Trailhead and Trail Improvements at Trail Drivers Park (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council authorize the execution of a construction contract with 2L �- Construction L.L.C., in the amount of $267,996.83 for Trailhead and Trail Improvements at Trail Drivers Park. � `- DISCUSSION: In 2000, the City of Fort Worth (City), in partnership with Tarrant Regional Water District, U.S. Army _ Corp of Engineers and Streams & Valleys, Inc., undertook a comprehensive update to the Master Plan of the Trinity River and its major tributaries known as the Trinity River Vision. The vision of the plan was to preserve and enhance the river and its corridors so they remain essential greenways for open space, trails, neighborhood trail connections, wildlife conservation and special recreational use — areas. A pciority of the Trinity River Vision Plan is increased connections to adjacent neighborhoods and parks. On June 3, 2003, (M&C G-13989) the City Council adopted the Trinity River Vision Master Plan as a guide for future development along the Trinity River and its major tributaries. On June 6, 2005, (M&C C-20829) the City Council authorized the execution of City Secretary __ Contract No. 32107 with Schrickel, Rollins and Associates, Inc. (SRA), in the amount of $82,000.00, to perform an overall Trail Study within the City. This Study culminated in a prioritization matrix indicating the highest priority trail connections in the City. This Trail Study, completed in October 2006, identified the Trail Drivers Park Trail Linkage as a high priority connection to link the Diamond — Hill neighborhood to the Trinity River Trail System. On July 17, 2007, (M&C C-22255) the City Council authorized Amendment No.1 to City Secretary Contract No. 32107 with SRA for final design and preparation of construction documents for the Trail ` Drivers Park Neighborhood Trail Linkage to the Trinity River Trail System. SRA's total contract, including the trail study and preparation of construction documents for the Trail Drivers Park Trail Linkage, is in the amount of $152,620.00. The cost for the trail study and the design and preparation of construction documents for the Trail Drivers Park Trail Linkage was funded under the Transportation and Community and System PreseNation Pilot Program (TCSP) federal grant. � On January 4, 2011, (M&C G-17175) the City Council approved the Parks and Community Services -- Department (PACSD) Fiscal Year 2011 Gas Related Revenue Project Expenditure Plan which included the appropriation in the amount of $320,523.65 in gas bonus funds for construction of trail � improvements in Trail Drivers Park. httn://www.fortw�rthg�v_c►r�/c�imcil nacket/mc review.a�n?TT�`-17�94Rrnnnnr.ilr�atP=1 1/ 1 1/A/�(117 ADDENDUM NO.ONE ADDENDUM NUMBER ONE TRAIL DRIVERS TRAIL CSJ: 0902-48-557 FORT WORTH, TEXAS ISSUED BY: Schrickel, Rollins and Associates, Inc. 2. 3. This addendum modifies and extends the requirements of the plans and/or the project manual for the above referenced project, dated November 29, 2011. Staple these addenda to the inside of the rear cover of the project manual or bind it into the project manual at the end of the Bid Form. Note receipt of all addenda on the Bid Form. PRO�ECT PROPOSAL ISSUE DATE: August21,2012 BID DATE: August23,2012 PART B — PROPOSAL 1. Delete this Section in its entirety and replace with Part B— Proposal, attached hereto. Revised Part B— Proposal contains added bid item numbers for 100-2002 (ROW Preparation — Po(e Removal), 104-2015 (Removing Concrete — Concrete Sidewalk) and 162-2002 (Bermuda Sod). SPECIFICATION LIST 1. Delete this Section in its entirety and replace with Specification List, attached hereto. Revised Specification List contains added item numbers and description codes 100-2002 (ROW Preparation), 104-2015 (Removing Concrete — Concrete Sidewalk) and 162-2002 (Bermuda Sod). SPECIAL INSTRUCTIONS TO BIDDERS — BIDDERS SECURITY 1. This Section, attached hereto, is entirely new and is hereby made a part of the Project Manual. PLANS SHEET 3— SUMMARY SHEETS — SHEET QUANTITIES 1. Delete Sheet 3 in its entirety and replace with Sheet 3 Summary Sheet— Sheet Quantities, attached hereto. Replacement sheet 3 includes added quantities for item 100-2002 Preparing R.O.W. and item 104-2015 Removing Concrete (Conc. Sidewalk). SHEET 4— SUMMARY SHEETS — SHEET QUANTITIES 1. Delete Sheet 4 in its entirety and replace with Sheet 4 Summary Sheet— Sheet Quantities, attached hereto. Replacement sheet 4 includes added quantities for item 162-2002 Bermuda Grass Sod and adjusted quantities for item 772-2001 (Post and Cable Fencing Removal). ADDENDUM NO. ONE 4948 1 SHEET 5— SUMMARY SHEETS — COST ESTIMATE 1. Delete Sheet 5 in its entirety and replace with Sheet 5 Summary Sheet — Cost Estimate, attached hereto. Replacement sheet 5 includes added quantities for 100-2002 (Preparing ROW — Pole Removal), item 104-2015 (Removing Concrete — Concrete Sidewalk), item 162-2002 (Bermuda Grass Sod) and adjusted quantities for item 772-2001 (Post and Cable Fencing Removal). CLARIFICATIONS OF DRAWINGS 1. Sheet No. 8 and 9 Existing Conditions and Removal, all existing poles shall remain in place along Brennan Ave. END OF ADDENDUM NO. ONE ADDENDUM NO. ONE 4948 2 I� I� TRAIL LAYOUTS �ITEM I10- �ITEM 132- ITEM 164- ITEM 450- ITEM 531- ITEM 531- ITEM 531- ITEPA ITEM ITEM ITEM ITEM ITEM ITEM ITEM ITEM 2004 2007 2027 2025 2004 2005 2010 aaua bbbb cccc dddd eeee fffff gggg hhhh iiii EXCAVATION EMBANKMENT SEEDING STANDARD 6" SIDEWALK SIDEWALK SHEL'fER BENCH LITTER MAP PORTABLE RETAINING RUMBLE CONC. BIKE (ROADWAY (TY "D") (CELLULOSE HANDRAIL CONCRETE ACCESS ACCESS ON RECEPTACLE PEDESTAL TOILET WALL STRIP SPLIT RACK AND (ORD. COMP.) FIBER MULCH) �TY PR I) TRAIL RAMP RAMP PA� ON ENCLOSURE TRAIL RAIL SHT. CHANNEU (FINAU (PERM)(URBAN) (10' WIDE) (TYPE I) (TYPE 7) PAD # STATIONS (C.Y.) (C.Y.) (S.Y.) (L.F.) fS.Y.1 (EA.) fEA.) (EA.) (EA.) fEA.) (EA.) (EA.I (F.F.) (EA.) (L.F.) (EA.) TRAIL 'A' - STA. 0+00 TO STA. 5+00 193 4 1315 -- 556 - - I 2 I I I - I - - - STA. 5+00 TO STA. 10+00 236 137 825 140 556 - - - - - - - - I 82 I - STA. 10+00 TO STA. 10+16.06 0 62 150 -- IB I - - - - - - 175 - - - TRAIL 'B' ' STA. 0+00 TO STA. 5+00 I10 96 1350 -- 556 - I - - - - - - I - - ' STA. 5+00 TO STA. 9+60.48 29 92 600 -- 512 - - - - - - - - I - - TOTALS 568 391 4240 140 2198 I I I 2 I I I 175 4 82 I MISCELLANEOUS ITEMS ITEM 500 ITEM 502 ITEM 305- ITEM 529- BARRICADE 2003 2045 MOBILIZATION SIGNS ANC REMOVE CONC. TRAFFIC ASPHALT CURB 8� HANDLING SHT. PAVING GUTTER � # STATIONS (S.Y.) (L.F.) (LS) (MO) c � cn TRAIL 'A' - ' � ' � - STA. 0+00 TO STA. 5+00 - - - - v � - STA. 5+00 TO STA.10+00 390 270 - - � ';; - STA. 10+00 TO STA. 10+16.06 - - - - � = TRAIL '8' _ _ _ _ � ¢ - STA. 0+00 TO STA. 5+00 - - ' - � � oi - STA. 5+00 TO STA. 9+60.48 ' - ' - N o TOTALS 390 270 I 5 � � N�%�' � "/lEM 110 S�IALL INCLUDE 7F/E REMOYAL OF EXISANG GRAVEL � PARKING �•/7EM 132 SHALL /NCLUDE 7HE EMBANKMENT REQU/RfD TO F/LL o REMOVFO GRAl4Z PARK/NC 0 ITEM 100- ITEM 104- 2002 2015 PREPARING REMOVING R.O.W CONCRETE POLE (CONC. REMOVAL SIDEWALK) (STA.) (SY) I 23.5 I 23.5 OF TF \�1 � yl �Sf .. .,, % R;� •�'•, �.i �. ... . ... ........ .. �....�. WSTI....... H�Y....y % ��1 P,•1 84810 ;+ �i � o .4�e�,sEQ "�. h^n 1`�\�S/ONAI ENG?�'8//a//1� Sdvic$e� RolCns and Assodate; /x Texas Registered Fng'smrriqg ftim F572 TRAIL DRIVERS TRAIL CITY OF FORT WORTH BID SET SUMMARY SHEETS sH�r ounNnn�.s � oF z �Texos Deporlmeni of Transporiallon o xoae ��' �;,. Sdxidcel, Rdliu and Auociates, Inc tendlnpe Ardrtecn.e • cmt 6g'r�s:g • Muritg � tlbl fnpante ome Wat Rx�e EDb193zifi �/■ ,�- �/�5gtw� Tamf 76006 A Fu B9b19J6/9 DRAWN MK CHECKED SF SRA JOB N0. 4817 r�o, eo. FEDERAL AND PROJECT N0. wv. no. 06 TCSP TC03 (002) STATE DIST COUNTY HIGHWAY N0. TEXAS FTW TARRANT VA CONTROL SECTION JOB SHEET N0. 0902 48 557 3 �� II v U c a N � 0 E v � v h � � a .r � r'�i N O \ N \ W ti � N 0 rn 3 � v N 0 E E � i N v � E E �'n , � v / a � i � m i 0 � / x a; E 0 c v � PLANTING 8� IRRIGATION ITEM 161- ITEM 168- ITEM 432- ITEM ITEM ITEM ITEM ITEM ITEM ITEM ITEM 2006 2001 2073 192-2012 192-2004 192-2004 192-2002 192-2002 192-2002 192-200 162-2002 COMPOST VEGETATIVE LANDSCAPE 5 GAL. 5 GAL. I GAL. I GAL. I GAL. I GAL. BERMUDA (12" DEPTH> WATERING BOULDER MULCH TEXAS ROSEMARY MEALY LANTANA WEEPING MEXICA GRASS SAGE BLUE LOVE PETUNI SOD SHT. SAGE GRASS # (S.Y.) (M.G.) (EAJ (C.Y.) (EAJ (EAJ (EA.) (EAJ fEAJ (EAJ (S.YJ — 14 150 5 I 2 I 13 20 30 24 963 TOTALS 14 150 5 I 2 I 13 20 30 24 963 SUMMARY OF SMALL SIGNS - ITEM 644 NUMBER SIGN SIGN SIGN POST NUMBER ANCHOR SIGN OF TYPE DESCRIPTION DIMENSIONS TYPE OF TYPE MOUNT. SIGNS POSTS DESIG. SHT. tIN.) # — 4 M4-12 END SIGN 24' X 6" TWT 4 UA P — 4 BRI—I STOP SIGN 18' X IB" TWT 4 UA P — 5 R5-3 NO MOTOR VEHICLES 24' X 24" TWT 5 UA P — 2 — TRAIL RULES SIGN — TWT 2 UA P — 4 BWI-5R CURVES AHEAD 18' X 18" TWT 2 UA P TOTALS 19 SUMMARY OF SWPP ITEMS ITEM 506 BALED CONSTRUCTION REMOVE TEMPORARY HAY EXIT CONSTRUCTION SEDIMENT S�T• STATIONS TYPE E(I) EXIT CONT. FENCE (EA.) (S.Y.) (S.Y.) (L.F.) TRAIL 'A' — STA. 0+00 TO STA. 5+00 0 IIO I10 4B5 — STA. 5+00 TO STA. 10+00 0 0 0 504 — STA. 10+00 TO STA. 10+16.06 � 0 0 10 TRAIL 'B' — STA. 0+00 TO STA. 5+00 0 IIO I10 450 — STA. 5+00 TO STA. 9+60.48 � 0 0 153 TOTALS � 220 220 1602 FENCING SHT.I STATIONS # TRAIL 'A' — STA. 0+00 TO STA. 5+00 — STA. 5+00 TO STA.10+00 — STA. 10+00 TO STA. 11+90.07 TRAIL 'B' — STA. O+pO TO STA. 5+p0 — STA. 5+00 TO STA. 7+82.63 TOTALS ITEM ITEM ITEM 772-2003 772-2001 hhh—hhhh POST d CABL POST 8� CABLE CONCRETE FENCING FENCING SPLIT—RAIL (NEW) (REMOVAU FENCING (L.F.) (L.F.) fL.F.I — — 82 125 170 — — 50 — 125 220 82 J' �F"jE ��, � yt .. • ••..:�y, 1 i �r+ t: ''�+ .. . ... ........ .. HIST H� � /1.9.ti....84810......; �i 1�0 �.,</CENSE�:'��i /.�^/� `�S/��E�� I 8/�.�+/1� Sduicke� Ralfns andAssodate; /nc Texas Registemd Fngineeiivg fum F572 TRAIL DRIVERS TRAIL CITY OF FORT WORTH BID SET SUMMARY SHEETS SHEET WANIITIES 2 OF 2 �Texas Deparfineni of Transporfa!!on O zoos ��i� ��I� �� R� �,�t� � ��.��.� nei c�«+ce a�e wo� rnme ev.wv3ne �I■ ,,,_ HFgtoR Tov 760D6 �Fu 89b4�5 DRAWN MK CHECKED SF SRA JOB N0. 4817 �D' RD' FEDERAL AND PROJECT N0. ay. wo. 06 TCSP TC03 (002) STATE DIST COUNTY HIGHWAY N0. TEXAS FTW TARRANT VA CONTROL SECTION JOB SHEET N0. 0902 48 557 4 i� i � v U C L n � � o, � � � � v � � � a �n 0 � 0 \ � v � v 0 3 U v � � 0 � � N � v v r � � � � i w v / 0 % � m i 0 3 x h; E 0 c � PROlECT: TCSP TC03(002) CONTROL: 0902 COST ESTIMATE SUMMARY SM 144 ALL BID ITEMS ALT ITEM-CODE DESCRIPTION UNIT UNIT PRICE TOTAL EST. fINAL ITEM N0. DESC. CODE SP. N0. EST. FINAL 1 100 2002 R.O.W, PREPERATION (REMOV[ POLE) STA. 23.5 104 2015 REMOVING CONCRET[ (CONCRETE SIDEWALK) S.Y 568 110 2004 EXCAVATION (ROADWAY OR CHANNEL) C,Y. 391 132 2007 EMBANKMENT (TY "D")(ORDINARY COMPACTION)(FINAL) � C.Y. 14 161 2006 COMPOST 1" S,Y. 4240 164 2027 SEEDING FOR EROSION CONTROL (PERM)(CELL. FIBER MULCH)(WARM)�URBAN) S.Y. 150 168 2001 VEGETATIVE WATERING " M.G. 390 305 2003 REMOVE ASPHALT PAVING S.Y, 5 432 2073 LANDSCAPE PLANTING - LANDSCAPE BOULDER EA. 963 162 2002 SOD - BERMUDA S.Y. 1 192 2012 LANDSCAPE PLANTING - MULCH C.Y. 2 192 2004 LANDSCAPE PLANTING - 5 GAL. TEXAS SAGE EA. 1 192 2004 LANDSCAPE PLANTING - 5 GAL, ROSEMARY EA, 13 192 2002 lANDSCAPE PLANTING -1 GAL, MEALY BLUE SAGE EA, 20 192 2002 LANDSCAPE PLANTIN� -1 GAL, LANTANA EA, 30 192 2002 LANDSCAPE PLANTING - 1 GAL. WEEPING LOVE GRASS EA. 24 192 2002 LANDSCAPE PLANTING - 1 GAL, MEXICAN PETUNIA EA, 140 450 2025 RAILING -STANDARD HANDRAIL (TY PR) L.F. 1 500 MOBILIZA710N L.S. 5 502 2001 BARRICADES, SIGNS, ANO TRAFFIC HANDLING M0. 0 506 1 TEMP. EROSION, SEDIMENTATION, AND ENVIR. CONT. - HAY BALE EA. 220 506 2 TEMP. EROSION, SEDIMENTATION, AND ENVIR. CONT. - CONST. EXIT S,Y. 220 506 3 TEMP. EROSION, SEDIMENTATION, AND ENVIR. CONT. - REMOVE CONST. EXIT S,Y. 1602 506 4 TEMP. EROSION, SEDIMENTATION, AND ENVIR. CONT. - TEMP SED CONT FENCE L.F. 270 529 2045 CONCRETE CURB AND GUTfER (TYPE I-E) L.F. 2198 531 2004 SIDEWALKS -10' TRAIL S.Y. 1 531 2005 SIDEWALKS-ACCESS RAMP (TYPE 1) EA. 1 531 2010 SIDEWALKS - ACCESS RAMP (TYPE 7) EA. 220 772 2001 FENCE - POST & CABLE FENCE (REMOVAL) L.F, 125 772 2003 FENCE - POST & CABLE FENCE (NEW) L.F. 4 644 1 SMALL ROADSIDE SIGN SUPPORTS AND ASSY. - END S;GN (M4-12) EA. 5 644 2 SMALL ROADSIDE SIGN SUPPORTS AND ASSY. - NO MOTOR VEHICLES (R53) EA. 4 64h 3 SMALL ROADSIDE SIGN SUPPORTS AND ASSY. - STOP SI�N (BRI-I) EA. 2 644 4 SMALL ROADSIDE SIGN SUPPORTS AND ASSY. -TRAIL RULES SIGN EA, 4 644 5 SMALL ROADSIDE SIGN SUPPORTS AND ASSY. - CURVES AHEAD (BWI-5R) EA. 1 aaaaa TRAIL HEAD SHELTER EA. 2 bbbbb BENCH ON PAD EA. 1 ccccc LITTLER RECEPTACIE (ALPHA MIX) EA. 1 ddddd MAP PEDESTAL EA. 1 eeeee PORTABLE TOILET ENCLOSURE EA. 175 fffff RETAINING WALL FF. 4 ggggg RUMBLE STRIP -TRAIL EA. 82 hhhh CONCRETE SPLIT-RAIL fENCE L.F. 1 lilii BIKE RACK EA. SU B-TOTAL TOTAL OF TF+,1 ' �` y�1 f .. .,, i r : •• .�; : .. . ... ........•.. ,....,.wsr..........".y......, .; �i 4 �. SJ810 ;' � 1 P � CENSE, �1 � �.S(�........•�.G��i ��/o,";E,: B%Z�I�� Sclvkke� Rolfns and Assodate; /x Texas Registemd Engd�eerng Rim F512 TRAIL DRIVERS TRAIL CITY OF FORT WORTH BID SET SUMMARY SHEETS cosr EsnMn� �Texas Deparlmeni of Transportdflon �O 2009 L�� I� �� R� � „�t� ��.��. nbi c�.ce oa.e we� n�e aysi9.uw �I■ „-_ �Ni�gto� Tw� 7bo06 �Fix B9M97�645 DRAWN MK CHECKED SF SRA JOB N0. 4817 r�o, ao. FEDERAL AND PROJECT N0. wv. r;o. 06 TCSP TC03 (002) STATE DIST COUNTY HIGHWAY N0. TEXAS FTW TARRANT VA CONTROL SECTION JOB SHEET N0. 0902 48 557 5 � i i. � � '_. � NOTICE TO BIDDERS SPECIAL INSTRUCTIONS TO BIDDERS PART B MfNORITY & WOMEN'S BUSINESS ENTERPRISES SPECIFICATlONS PROPOSAL PART F CERTIFICATE OF INSURANCE CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW VENDOR COMPLIANCE TO STATE LAW EQUIPMENT SCHEDULE , PERFORMANCE BOND PAYMENT BOND � STATEMENT OF RESIDENCY CHILD SUPPORT STATEMENT PART G CONTRACT PART H ' SPECIFICATION LIST ' TXDOT GENERAL NOTES TXDOT SPECIAL PROViSIONS TXDOT SPECIAL SPECIFICATIONS USDOT SPECIAL PROVISIONS ' o FHWA-1273 FORM ' • DEBARMENT CERTIFICATION CCO-16 • LOWER TIER PARTICIPATION DEBARMENT CERTIFICATiON CCO-17 • LOBBYING CERTIFICATION • NON-COLLUSION STATEMENT NOTICE TO BIDDERS Sealed Proposals for the following: (Project) Trail Drivers Park Trail Connection PROJECT NO. TCSP TC03(002) TPW NO. TBD Addressed to the City of Fort Worth, Purchasing Division, 1000 Throckmorton Street, Fort Worth, Texas 76102-6311 and received at the Purchasing Office until 1:30 p.m., Thurs., Auqust 23, 2012 and then publicly opened and read aloud at 2:00 p.m. in Council Chambers 2"� floor-N.E. corner of City Hall. Plans, Specifications and Contract Documents for this project may be obtained at the Park Planning section, Parks and Community Services Deparfiment, 4200 South Freeway, Suite 2200, Fort Worth, Texas 76115-1499. Documents will be provided to prospective bidders for a deposit of $60 per set; deposits shall be made in the form of a check or money order. Each prospective bidder shall receive a deposit refund on the first two plan sets if the documents are returned in good condition within 10 days after bids are opened. Any additional plan sets shall require a non-refundable deposit. These documents contain additional information for prospective bidders. 1. Wage Rates: All Bidders will be required to comply with the most current Davis-Bacon wage rates. 2. Minoritv / Women's Business Enterprise Participation Goals: In accordance with the City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the M/WBE Office or from the Office of the City Secretary. The bidder shall submit the MBE / WBE UT{�IZATION FORM, SUBCONTRACTOR / SUPPLIER UTILIZATION FORM, PRlME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM and / or the JOINT VENTURE FORM ("Documentation) as appropriate and must be received no later than 5:00 P.M., five (5) City business days after the bid opening date, exclusive of the bid opening date, The bidder (a) shafl submit documentation at the reception area of the managing department, Department of Engineering, 2" floor, City Hall, and shall obtain a receipt in person. Such receipt shall be evidence that the documentation was received by the City. (b) Electronic submittal of MWBE documentation will not be accepted. Failure to comply with (a) and (h) shall render the bid non-responsive, The following list is provided to assist bidders in obtaining the services of M/WBE vendors qualified to provide such services/materials for this project. A listing of qualified M/WBE vendors may be obtained at the City of Fort Worth M/WBE office, 3rd floor City Hall. Serviceslmaterials for this project are as follows; demolition/site prep steet rebar earthwork clearing/grubbing grading/earthwork concrete seeding asphalt The City's minimum M/WBE goal on this project is 10% of the total dollar value of this contract. 3. TxDOT DBE: There will be a race conscious DBE Goal of Zero (0%) percent for this project. 5.Pre-Bid Conference; A pre-bid conference will be held with prospective bidders at the Parks and Community Services Department, 4200 South Freeway, Suite 2200, Fort Worth, Texas 76115-1499, Au_, uq sfi 7, 2012 at 9:00 a.m. 6. FEDERAL REQUIREMENTS: NONCOLLUSION The Subcontractor warrants that it has not employed or retained any company or person, other than a bonafide employee working solely for the Subcontractor, to solicit or secure this Agreement, and that it has not paid or agreed to pay any company or person, otlier than a bona fide employee, any fee, commission, percentage, brolcerage fee, gift, or any other consideration contingent upon or resulting from the award or making of this Agreement, If the Subcontractor breaches or violates this warranty, the Subgrantee or the Department shall have the right to annul this Agreement without liability or, in its discretion, to deduct from the Agreement price or consideration, or othet�wise recover the full amount of such fee, commission, brolcerage fee, contingent fee, or gift. CONFLICT OF INTEREST T}�e Subcontractor represents that it or its employees have no conflict of interest that would in any way interfere with its or its employees' performance or which in any way conflicts with the interests of the Subgrat�tee or the Department. The Subcontractor shall exercise reasonable care and diligence to prevent any actions or conditions tliat could result in a conflict with the Subgi-antee's or the Department's interests. SUBCON'TRACTOR'S RESOURCES Tlie Subcontractor certifies that it presently has adequate qu�lified personnel in its employment to perfoi•m the worlc required under this Agreement, or will be able to obtain such personnel from sources other than the Subgrantee, All employees of the Subcontractor shall have such Icnowledge and experience as will enable them to pei•form the duties assigned to them, Any employee oF the Subcontractor who, in the opinion of the Subgrantee, is incompetent or whose conduct becomes detT�itnental to the worlc, shall immediately be ►•emoved from any association with the project. llnless othei-wise specified, the Subcontt�actor shall fur•nish all equipment, materials, supplies, and other resources rec�uired to perform the work. SUCCESSORS AND ASSIGNS 'I'he Sul�grantee ancl the Subcont�•actor each binds itself, its successai�s, executors, assigns, and administrators to the other party to this Agreement and to the successors, executors, assigns, and administi-ators of such other party in respect to all covenants of� this Agreement. The Subcontractor shall not assign, sublet, or transfer interest and obli�ations in this Agreement without written consent of the Subgrantee, C1VIJ, RIGHTS COMPLIANCE A. Compliance with regulations: The Subcolitractor shall comply with the regulations relative to nondiscrimination in federally-assisted programs of the USDOT: 49 CFR, Part 21; 23 CFR, Subchapter C; and 41 CFR, Parts 60-74, as they may be amended periodically (hereinafter referred to as the Regulations). The Subconh-actor agrees to comply with Executive Order 11246, el�titled `Bqual Employment Opportuniry," as amended by Executive Order 11375 and as supplemented by the U.S. Department of Labor regulations (41 CFR, Part 60). B. Nondiscrimination: The Subcontractor, with regai•d to the worlc performed during the period of this Agreement, shall not discriminate on the grounds of race, color, sex, national origin, age, religion, or disability in the selection and retention of subcontractors, including procurements of materials and leases of equipment. C. Solicitatians for subcontracts, including pracurement of materials and equipment: In all solicitations either by competitive bidding or negotiation made by the Subcontractor for work to be performed under a subcontract, including procurements of materials and leases of equipment, each potential subcontractor or supplier shall be notified by the Subcontractor of the SubcontT-actor's obligations under this Agreement and the regulations relative to nondiscrimination on the grounds of race, color, sex, national origin, age, religion, or disability. D. Information and reports: The Subcontractor shall provide all information and reports required by the regulations, or directives issued pursuant thereto, and shall peimit access to its boolcs, records, accounts, othei• sources of inforn�ation and its facilities as may be determined by the Subgrantee, the Department or the USDOT to be pertinent to ascertain compliance with such i•egulations or directives. Where any information required of the Subcontractor is in the exclusive possession of another who fails or refuses to furnish this information, the Subcontractoi• shall so certify to the St�bgrantee, the Department or the US DOT, whichever is appropriate, and shall set forth what effo��ts the Subconti�actor has made to obtain the requested information. E. Sanctions for noncompliance: In the event of the Subcontractor's noncompliance with the nondiscrimination provision of this Ag►•eement, the Subgrantee and the Department shall impose such sanctions as it or the US DOT may determine to be appropriate. F. Incorporation of provisions: The Subcontractor shall include the provisions of paragraphs A. through E. in every subcontract, including procurements of materials and leases of equipment, unless exempt by the regulations or directives. The Subcontractor shall talce such action with respect to any subcontract or procui•ement as the Subgrantee may direct as a means of enForcing such provisions, including sanctions foi� noncompliance. However, in the event a Subcontractor becomes involved in, oi• is thi�eatened with litigation with a subcontractor or supplier as a result of such direction, the Subcontractor may request the Subgrantee or tlie Department to enter into litigation to protect the interests of the state; and in addition, the Subconti•actor may reyliest the United States to enter into such litigation to protect the interests of the United States. DISADVANTAGED BUSINESS ENTERPRIS� It is the policy of the Department and the USDOT tl�at Disadvantaged Business Enterprises, as defined in 49 CFR Part 26, shall have the opporYunity to participate in the perf'armance of agreements financed in whole or in part with federal funds, Consec�uently, the Disadvantaged Business Enterprise requirements of 49 CFR Part 26, apply to this Agreement as follows: 9 The Subcontractor agrees to insure that Disadvantaged Business Enterprises, as defined in 49 CFR Part 26, have the opportunity to participate in the performance of agreements and subcontracts fitianced in whole ai� in part with federal funds. ln this regard, the Subcontractor shall make good �aith efforts in accoi•dance with 99 CFR Pai�t 26, to insure that Disadvantaged Business Enterprises have the oppartuniry to compete far and perform agreements and subcontracts. 10 The Subcontractor and any subcontractor shall not discriminate on the basis of race, color, sex, national origin, or disabiliry in the award and performance of agreements funded in whole or in pai-t with federal funds. These reqtiirements shall be included in any subcontr•act. Failure to carry out the requirements set forth above shall constitute a breach of this Agreement and, after the notification of the Subgrantee, may result in termination of this Agreement by the Subgrantee, or other such remedy as the Subgrantee deems appropriate, DEBARMENT/SUSPENSION A. The Subcontractor certifies, to the best of its lcnowledge and belief, that it and its principals: 1. Are not presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from covered transactions by any federal department or agency; 2. Have not within a three (3) year period preceding this Agreement been convicted of or had a civil judgment rendered against them for commission oF fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a federal, state, or local public transaction or contract undei• a public transaction; violation of federal or state antitrust statutes; or commission of embezzlement, tlieft, forgery, bribery, falsification or destruction of records, malcing false statements, oi• receiving stolen property; 3. Are not presently indicted or otherwise criminally or civilly charged by a federal, state, or local governmental entity with commission of any of the offenses entmierated in paragraph A. 2, of this Article; and 4. Have not, within a three (3) year period preceding this Agreement, had one or mo►�e federal, state, or local public transactions ter•minated for cause or default. B. Where the Subcontractoz• is unable to certify to any of the statements in this Article, such Subcontractor shall attach an expianation to this Agreement. C. The Subcontractor is prohibited from malcing any award or permitting any award at any tier to any party which is debarred or suspended or otherwise excluded from or ineligible foi• participation in federal assistance progranls undei• Executive Order 12549, Debarment and Suspension. D. The Subcontractor shall i•equire any parry to a subcontract or pui•chase order awarded under this Grant Agreement to certify its eligibility to receive federal grant funds, and, when requested by the Subgrantee, to furnish a copy of the certification, ---- LOBBYING CERTIFICATION The Subcontractor certifies to the best of his or her lcnowledge and belief that: A. No %derally appi•opriated funds have been paid oi• will be paid by or on behalf of the Subconti-actor to any person for influencing oa� attempting to influence an officer or employee of any federal agency, a Member af Congi•ess, an officer oi• employee of Congress, or an employee of a Member of Congress in connection with the awarding of any fedei•al contract, the malcing of any federal grant, the malcing of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. B. If any funds other than federal appropriated funds have been paid or will be paid to any person for ' influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, oi• an employee of a Menlber of Congress in connection with this federal ' contract, grant, loan, or cooperative agreement, the party to this Agi•eenie�lt shall complete and submit Standard Form - LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. C. The Subcontractor shall require that the language of this certification be inciuded in the award documents for all subawards at all tiers (including subcontracts) and that all sub-subcontractors shail certify and disclose accol�dingly. This certification is a material representation of fact upon which c�eliance was placed when this ' transaction was made or ente�•ed into. Submission of this certiFication is a pl�erequisite for malcing oi• entering into this transaction imposed by Section 1352, Title 31, U.S, Code. Any pei�son who fails to file the required cci-tification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. CHILD SUPPORT STATEMENT Under Section 231.006, Texas Family Code, the Subgrantee certifies that the individual or business entity named in this contract, bid, or application is not ineligible to receive the specified gr�ant, loan, or payment and acknowledges Yhat this contract may be termizlated and payment may be withheld if this certification is inaccui•ate. If the above certification is shown to be false, the Slibcontractor is liable to the state for attoc�ney's fees, the cost necessary to complete the contract, including the cost of advertising and awarding a second contract, and any orher damages provided by law or the contract. � child support obligor or business entiry ineligible to receive payments because of a payment delinquency oF more than tl�irry (30) days remains ineligible until: all arrearages have been paid; the obligor is in compliance with a written repayment agreement or court order as to any existing delinquency; or the coui•t of continuing jurisdiction over the child support order has gi•anted the obligor an exemption from Subsection (a) of Section 231,006, Texas Fatnily Code, as part of a coui•t-supervised effort to improve earnings and child support payments, RICHARD ZAVALA, DIRECTOR TOM HIGGINS PARKS AND COMMUNITY SERVICES DEPARTMENT CITY MANAGER MARY J. KAYSER CITY SECRETARY By: Scott E. Penn Project Manager (817) 392-5750 scott.penn a(�,fortworth oc�v_or_q Thursday Ju_ly 26, 2012 Thursday August 2, 2012 SPECIAL INSTRUCTIONS TO BIDDERS BID SECURITY: A cashier's check, or an acceptabie bidder's bond, payable to the City of Fort Worth, in an amount of not less than five (5%) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liabitity in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. FORT WORTH _ � I) � ATTACHMENTIA Page 1 ot 4 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entire#y with requested documenfation, and received by the Managing Department on or before 5:00 p.m, five (5) City business days after bid opening, exclusive of bld opening date, will result fn the bid being considered non-responsive to bid specifications. Th� undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) lisied in this utilization schedule, conditioned upon execution of a coniract with the City of F'ort Worth, The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the b3d 6eing considered noti�responsiv� to bid specificatians M1WBEs Ifsted toward meetfng the project goal must be located in the nlne (8) county marketplace or currentty doing business in the marketplace at the tlme of bid, Marketplace is the geographic area of 7arrant, Parker, Johnson, Collin, Dallas, Denton, �Ilis, Kaufman and RoGkwall countias. Identify each Tler level. Tler is the level of subcontracting below the prime cpntractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1g'tier, a payment by a suhconfractor to its suppli�r is considered 2"d tier City of Fort Worth ALL M/WBEs Ml1ST BE CERTiF1ED BEFORE CONTRACT AWARD. Certificatlon means those firms, located or daing business at the tlme of bld opening within the Marketplace, that have been determined to be bonafide minoriiy or women businesses by the North Central Texas Regional Cerfificaflon Agency (NCTRCA}, or the Texas Department of Transportatioh (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) Is synonymous with MinoritylWomen Business Enterprfse (M/WBE). If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE �rm, including M/WBE owner-operators, and receive full M/WBE credit. The M/WBE may lease trucks from non-M1WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease aareemcnt. Rev. 5/30/03 { L� SubconfractorslSuppliers Utilization Form 1 I �FCy i�'I' �O �'r' iFi _ _ _ Z �� l n �. �.- , . r� �� , � i . . - City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICA710N OF POLICY If the total dollar value of the contract is $25,000 or more, the MlWBE goal Is applicable. If the total dollar v�lu� of ii�e contract is less than $25.000, the M/1NBE aoai is not aoolic�bl�. I � , POLICY STATEMENT lt is the poNcy of the City of Fort Worth to ensure the full and equitable pa�ticipatlon by Minority and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basls. All requirements and regulations stated in the Clty's current Minority and Women Buslness Enterprise Ordinance apply to this bid. M1W�E �ROJECT GOALS The City's M/WBE goal on this project is 1 O % of the total b'ld (Basn btd applies to Parks And Community 3ervicesj. C�MPI.IANCE TO BID SPECIFICATIONS Qn City contracts of $25,000 or more, bidders are required to comply with the Intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated MIWBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicab(e documents must be received by the Managing pepartment, wiihin iha following times allocated, in order for ihe entire bid to be cqnsidared responsiv� io the specifications. The Qfferor shall deliver the MW�� documeotation in person to the appropriate etnpityye� o# the n�anagfig depat4ment and obtain a date/�ime receipt, Such roceiPt:shall be evidence�.that. the:Gity r�cei.ved ihe ciocum�ntatian in the iime allocated. A faxed copy wfl,l not,be accepteci, �. Subcontractor Utilizatlon Form, if goal Is recelved by 5:00 p.m., five (5) Ciiy business days after the bid met or exceeded: opening date, exclusive of the bid o�ening date, 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) Clty business days after ihe bld Utillzation Farm, If partialpaiion is less than opening date, exclusive of the bld opening date. stated oal: 3. Good Faith Effort and Subcontractor recelved by 5:00 p,m,, flve (5) City bus(ness days after the bld Utilization Form if no MNUBE arlicf atlon: o enin date excluslve of the bld o ening date. 4. Prime Contractor Waiver Form, If you wfll received by 5:00 p.m., five (5) City business days after the bid erform all subcontraotin /su lier work: o enin date, exclusfve of the bld o enin date. S. Jofnt Venture Form, if utllize a)oinl venture rece(ved by 5:00 p.m., �ve (5) City busfness days after the bid to mei or exceed oal. o enin date, exclusive of the bid o enin date, FAILURE TO COMPLY WITH 7HE CITY'S MIWBE ORDINANCE, WILI. RESULT IN THE BID BEING CONSID�RED (�t3N-RESPONSIV� TO SPECIFICATiONS Any questions, please contact the MIVUBE Office at (8�7) 392-6104. Rev. 1 ] / I /OS i FoR�rWo�rH � �? - � `1 _ 1 ;> f' � ' ' : ' 1 ! �� A7TACHMENT 1A Page 2 oi4 Primes are requlred to Identify �L subcontractors/suppliers, regardless of status; i.e., Minority, Women end non-M/WBEs. Please Ifst MNVBE flrms first, use addltional sheets if necessary. ' CertNicatlon � (check one) ° SUBCONTRACTOR/SUPPLIER Y n Company Name � N T Defail DetaN Address e M w C X M Subcontracting Work Supplles Purchased pollar Amount Telephone/Fax r g B 7 � W � � R 0 B C T E , A l_or�� %�.IIQ,�;,,� ��%�n;e5 h�,s o� � �,55e,�� 3 � �� P� 30� 19�b � � �- �o,��,��.� �1 br��3 �},z;�� I��,��s,�,-ce ��-��-3��3 �I� _�� - IS ?o �'�x � Nt�� Cc��fi��;o,, ��, W��I �� '�6�sof, � �. �,� 3� J :9 , (�I��,�� n�o�� q��o -y�3;3 ��a6� o �i�lU --�-l3'3 - a-�� -�.�c C.T�� flet�lt�ork5 i�e-Fc;�� L,Jo'��C }{ �5 �3 �1a�yl�rc� Of- I��-f��oQ �>o ,y f„ �,� ,Tr� �15 o6i � � ��-55�-��.i q�1�.-�c�3� -g�a� ��,k : �v��,�L-r�t^�s�(,s�n��,�„� . � ��5� 3 /S. � 5;�"J� � �� IS'S� (��ev��eN � Q:.,ll� �T� 75�-�3 ��t?�-sy `� - <6s6� `�'l �- -�5� - ��`fs� ��,� � J '�5��' �� . j� �.��.�e.- � ��,�� , 04 °t t'1 � r1.�d�� • � ��-�o�'�..,1� h��`� t �b �� -99�1- lo�� `b i� - a3b `�3s° �'� t V��i� AYF�n �} 1 e5 ( `)Y`d� l`�'� � I�� ry�� , O'� 9��6 }�y�c (�. % �+ �or.��,'i x `�61�4 �/ �,o�� - '�,3 � -S�-i,3 `� di`? -�36. �b�s� �� r�ev, ��aoio3 � -- ,—' �- . , _ � ') � , , A7TACHMENT tA Page 2 of 4 f FoR�rH Primes are required to (dentify �L subconiractors/suppliers, regardiess of status; I.e., Minorfty, Women and non-MIWBEs. Please Ifsi MNVBE firms first, use additional sheets if necessary. _ _ ' Certff)catlon � (check one) ° SUBCONTRACTOR/SUPPLIER 7 , n Company Name �, N T. Detafl Detal! Address e', M y� C X', M Subcontr�cting Work Supplles Purchased Dollar Amount TelephonelFax r' 6 a T � w � E � p B C T � A ��S6v� 1,.1��-f� ��l+,oli'�N'e'.1f : �ro`,,a�C'�.L��-r�l ��.�5 �� 3 f� t H�� - �oy-z�-�{��I,��c2�t�% � � �6��-4f�s-�o� �,�;�= ��d- ��g� ,�x P� �,�,Ll� L�� ` i / ��k k►�,eh;�1; es i� �� .5"6` ; �� 17W3 ��.�;� ��e,5rec. � V ��lle�s 1�� h��`� �7�-��-��5s �-��,�- Co�-�.,-�-� — Co� �.� �� . `��' P.�, 3 0�: b�h�( / �r1..1��1 �C ��i�h � �� i`?-`I��-E�� 1 � q�-�t-�3`bl �'�x , �( p C+./�� y� Kic,�i �u,dv� � L�tf�`x�• ��rt ll k � �vi- � J�� SPr�n S �l . I _ / � ..) f� �%� �(��7 'J �J L%eFtir�as�o�d ,T �r� �� 6`6 `U �IU� � ��-�� h � �3 f2ev, 5�30103 i � % � . ATTACHMENTtA �O�tT�41t7'N Paae a o�4 Total Dpllar Amount of MIWBE Subcontractors/Suppliers $�j �` �j ? v' D� 7otal Doilar Arnount of Nan-MIWBE Subcontractors/Suppliers $�y/ �/6 ;�(J TOTAL DOLLAR AMOUPVT O� ALI. SUBCONTRACTORS/SUPPL,IERS �� 3��j. c�O The Contractor will not make additions, deletions, or substitutions to this certified list without th� prior approval of the Minority and Women Business Enterprise OffiGe Manager or designee through the submittal of aj Requesf for Approva! of Change/Addition. Any unJustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The caM�actnr shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goai. If the detail dxplanation is not submitted, it will affect the final aompliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M!WlOBE(s) a�rangements submitted with the bid, The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and appllcable subcontractArs/supplfers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract, by an authorized pfficer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not fess than threa (�) years and for initiating action under Federaf, State or Local laws concerning false statements. Any failure to compiy with this ordinance and create a material breach of contract may result in a determination of an (rresponsible Offeror and barred from partiaipating in City work for a period of time not less than one (1) year. ( :\ � , ` � o v►� ��,� i. jZ �- ese� v� w�� Au orized Signature Printed Slgnature �J�l S N � � vi� T(tle �� G�-�- S��-a' o �. L-L � Company Name L� 1� 1- r�.S �st i'�1/�D �-f ��/t/�:-e-. ,�C �G(� 8 Contact amefTitle (If different) '� i C��1 �f c�) �( �3 3 -- � �� e� �� -f 3 3 - a i �-a Telephone andlor Fax t� , d , 'i3 � X- '� � �-- Address Z(�w�. �, �ri� �-6 0 �`6 G1tylStatelZlp C�� p G� �L L!� �,��f r��ti.o a-. .r�e�.,.,-� E-mall Adtlress �l�-�%�r� Date Rev. 5130103 PART B — PROPOSAL TO: Mr. Dale A. Fisseler City Manager Fort Worth, Texas FOR: TRAIL DRIVERS PARK TRAIL — TRINITY TRAIL CONNECTION Pursuant to the foregoing "Notice to Bidders," the undersigned has tlioroughly examined the plans, specifications and the site, undeistands the amount of worlc to be done, and hereby proposes to do all the wor•k and fiirnisli all labor, equipment aud materials necessary to fully complete all the work as provided in the plans and specifications and sub- ject to the itispection and approval of the Director, Depariment of Engineering of the Gity of Fo►�t Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and fi�rnish Perfor- mance, Maintenance Bond, and Payment Bond approved by the City of Fort Worth for pei�orming and completing the constructioti woric within the time stated and for the followin�; sum, to-wit: ' ' BASE BID: , ITEM NO/ DESCRIPTION OF ITEMS WITH kRIG D�SC COD� ' TY UNIT ES WRITTEN IN WORllS UNIT PRIC� TOTAL _.. _ ---.�- 100-2002 1 STA ROW PREPERATION (REMOVAL OF � POLE) � �� , �,.� ��Lti"�� t � �. � �-; ,�-. �,. � � � Dollars and /�Cents per STA 104-2025 23.5 SY REMOVING CONCRETE (CONCRETE SIDEWALKS) th V` -L. Dollars � r � � �, � � 1 `� S t�Lw �� - and �ents per SY ll0-2004 568 CY EXCAVATION (ROADWAY AND CHE1N- NEL) �5'��f�e-,�. Dollars �� r.�� -a''1 ��(�.c�� and /l�t� Cents per CY 132-2007 391 CY �MBANKIVIENT (TY-D) (ORDINARY COMPACTION) (FINAL) `�.`''.� c? Dollars � �-. � o � � � Q � � r �� ' and 5�X � �> _ Cents per CY 161-2006 14 SY COMPOST (12" DEPTH) � � �, k�'t/ ` �,�v�,�-v� Dollars � �� , i� c� �� ( � 2t B �� ^v and �� Cents per MG 162-2002 9G3 SY BERMUDA SOD '-l—� � Dollars � � � � (� � � � c� ;� oJ and �`'�ents per SY � B-1 Updated 7/17/2012 IT�EM iYOi DESCRIPTION OF IT�MS WITH I'RIC- DESC CODF TY UNIT ES WRITTEN IN WORDS UNIT PRICE TOTAL _. _ _ 164-2027 4240 SY SEEDING (CELLULOSE FIBER MULCH) (PERM) (URBAN) e y. �2 Dollars � �� 6.� �, � � and ,t� � Cents per SY � 168-2001 150 MG VEGETATIVE WATERING � �� ( � `'� "`r � Dollars :�:5` -`J v � jf S` c�•, c�c� � � ' and � � Cents per MG 432-2073 5 EA LANDSCAP� BOULDER �jr� ��v, � �,.-.�1 e �1 •�,�ti�t Dollars '� �' � , E3 c.� �� S S . �' . � �=' and '�`� Cents per EA 192-2004 2 EA LANDSCAPE PLANTING — 5 GAL. TEXAS SAGE `LYNN'S LEGACY' � � z� 1 � . �C s� .�' Dollars ``� � ` �p � � �, � �� ' and � v Cents per EA 192-2004 1�A LANDSCAPE PLANTING - 5 GAL. � ROSEMARY `HILL HARDY' '� � �v �-y — �4� ti'`�,e Dollars `� s _ cJ r.> J S�'� � � ' and �` � Cents per EA ' ' 192-2002 13 F;A LANDSCAPE PLANTING — 1 GAL. MEALY BLUE SAGE �/i ,�.'a" -� Dollars � � � c% � � �, 4 U and � � Cents per EA 192-2002 20 EA LANDSCAPE PLANTING — 1 GAL. LAN- TANA `N�W GOLD' /�/► �.-. �'c Dollars ��- 0 � � � � � U � and �� c� Cents per EA 192�2002 30 EA LANDSCAPE PLANTING — 1 GAL. WEEP- ' ING LOVE GRASS ��, �, �d t� �� Dollars �� Q C� � and fl� c7 Cents per EA 192-2002 24 EA LANBSCAPE PLANTING —1 GAL. MI-:XIC�N P�TUNIA `KATIES DWARF' � ' �` � � � Dollars G� � G� C� � � � � � U and '�� Cents per EA 192-2012 1 CY MULCH � 5,� v-z-:-. ��"'� h_ Dollars g" �.. C.�n v �6 �., � C� '�i--�— and �� Cents per CY B-2 Updated 7/17/2012 IT'EM NO/ DESCRIPTION OF IT�MS WITH PRIC- D�SC CODE QTY UNIT ' ES WRITTEN Ilv WORDS UNIT PRIC� TOTAL -.—_ - -- —_ � 305-2003 390 SY R�MOVE ASPHALT PAVING �,;��V��'V� Dollars J � � � � ��f z �! � �•: �� and ��'`� Cents per SY 450-2025 ' 140 LF ' STANDARD HANDRAIL (TY PR 1) � �"Yl �, '�i� - �� •�L.� Dollars cJ � �' � � ` p � and .� � Cents per LF � � �� 500-2001 1 LS MOBILIZATION � � �L�;e (�✓t '�' lL� �-t�4 Dollars � � �� ' � <�-- � n n , � ^� i and ✓� v Cents per LS 502-2001 5 MO BARRICADES, 5TGNS AND TRAFFIG HANDLING d , � �� ,�;�C o .J S ►�-�' �Dollars �� ,r7' . E� cJ �t' � 3 U C? , l'�c> and `�''` � Cents per MO 506-2 220 SY ' TEMP. EROSION, SEDIMENTATION, v AND ENVIR. CONT. - CONST. EXIT ' TYPE E (1) A �' '`� G�� Dollars' �'' < �' CJ � t' � �" `� ` �U and � �� Cents per SY 506-3 220 SY TEMP. EROSION, SEDIMENTATION, AND ENVIR. CONTR. - REMOVE CONST. BXIT G�� (Ga� o� `� �^ f`' `� Dollars � ' and '�v Cents per SY 506-4 1602 LF TEMP. EROSION, SEDIMENTAT'TON, AND ENVIR. CONT. - TEMP. SEDIMENT CONT. FENCE t �3 � �� 2 ��a ��`1'� C�" D�llars , and `�` � � �" / Cents per LF 529-2045 2'10 LF CONC. CURB AND GUTTER �- �. ,.e +.�`�-7i ��...� a Dollars �`� :: c� c� Sr�r �J t.� c� � c�a and �� Cents per LF 531-2004 2198 SY 6" (10' WIDE} CONCItETE TRAIL ,-� Gi f r'�--�.� ._i't '``� �- Dollars S � � � ,�� v`� �� c! and � Cents per SY t 531-2010 1 EA SIDEWALK ACCESS RAMP (TYFE 7) �.� ,�r -� �. �.+.��1 f z cl �L�1 r''"/ Dollars li� 3 a 0 � �,S d E7 c� ( and rl�`-ti Cents per EA B-3 Updated 7/17/2012 I�'JGM NO/ llESCRIPTION OF ITEMS WITH PRIC- DESC CODE QTY UN1T ES WRITT�N IN WORDS UNIT PRICE TOTAL — -- � _ _ ..� 531-2005 1 EA SIDBWALK ACCESS RAMP (TYPE 1) � `� i`� � �, r,✓�� c�'�� i� Dollars � � , � d � `� � po and � Cents per EA � � __.. 772-2001 220 LF pOST & CABLE FENCING (REMOVAL) �� f' Dollars 2 / � � ' . � � . . Y" h�i....' �� . �',� � �/N t � ..�� and c � Cents per LF � 772-2003 125 LF pOST & CABLE FENCING (NEW) ' `L-�; Tvt� Dollars � (�� `�,� �.S"C� G � and � �` �'�'j Cents per LF' 644-1 4 EA SMALL ROADSIDE SIGN SUPPORTS ' AND ASSY. - END SIGN (M4-12) , , ��-�.! Li ��lt'� �-� �.,�>C`� f Dollars S �s,' �t c� L ( � � � �„'� e ,,___ and �A � Cents per EA 644-2 5 EA SMALL ROADSIDE SIGN SUPPORTS AND ASSY. -N0 MOTOR VEHICLES (RS-3) j ��d,� C? ��'��'.t: Gl:tiv1 t t� J S�--��%`Dollars 4� tv �4 p ( and � `�� Cents per EA 644-3 4 EA SMALL ROADSIDE SIGN SUPPORTS _ AND ASSY. -- STOP SIGN (BRl-1} fL,;,�c .� �t �,, Jt.��.( S''`--i'' 1-i Dollars ��,�� ( r(� (� ��. �? U and ,/(�� Cents per EA 644-4 2 EA TRAIL RULES SIGN '��l J l_1 lt w � �.Pcf ,5.�,' •�y' Dollars � � � � � a r� �� 4 and `� � Cents per EA 644-5 ��A SMALL ROADSIDE SIGN SUPPORTS ' AND ASSY. - CURVES AHEAD (BWI-SR) -� �,✓:�„� �., .-� �a mf � i,rr^�y Dollars �� j Z5 , E>� � t' �-�'� O• Gn c� and �1%�Cents per EA aaaa 1 EA SHELTER 't-�-' �z �� N � �L�y-s,-.=,�-� Dollars � � � p $ � <� i� � S � f� Q �. � e� and �d Cents per EA bbbb 2�f1 BENCH ON PAD �'��'-%�YS w� �f� � c � �-�---X'�'jDollais .� `� p r �o d �� , � � � and �'ld c� Cents per EA B-4 Updated 7/17/2012 IT�M'NOY DESCRIPTION OF IT�MS WITH PRIC- DESC CODE QTY UNIT �S WKITT�N IN WORDS UNIT PRIC� T�TAL cccc 1 EA LITT�R ItECEPTACLE ,� 1�;4- ��f�-e�-� �"`� Dollars � g• ��J � �'t� �, f� a and s�-� �' Cents per EA � dddd 1 EA �P PEDESTAL � ��`g�i'-tCl � �i� c-y..�t`I7ollars � � �� _ �v � � _�j `��' , ch t) / and .�'V`� v Cents per EA eeee 1 EA PORTABLE TOILET ENCLOSURE �.�,-�-..-j �� r� �� Dollars 2 C� �4 c� �Od. t9 �i U �� C) �'�'' and � � Cents per EA ffff 17S FF RETAINING WALL �j '`�� `� ` � r`h � Dollars " Q^'. � � �Q� �� . � C� � and � "� Cents per FF gggg . 4 EA RUMBLE STRIP, TRAIL C9 v��' � �-�,�r e cf ��--� Dollars P, C�i ca /l � C1 � r �y � and � �' Cents per EA hhhh 82 LF CONCFtETE SI'LIT-RAIL FENCING � �� C� ��./� .c .1 •�' , � �� •e,. �ollars ' � � S�_ � � " 1 � �{' � 6 t �' a and � Cents per LF iiii l EA ' BIKE RACIC C�' �. � '�j� �-„v_f �� , �--.'a-�'� Dc�llars �( � 2j �; t�; c�, � � � 0 � � � J and ��'' Cents per EA TOTAL AMOUNT BID : $ � �,. � J `3 �.. 6 , `z�� Updated 7/17/2012 PART B - PROPOSAL (Cont.) After acceptance of this Proposal, the undersi�necl will execute the fai7nal contract and will deliver an approved Sure- ty Bond and such other bonds as requir•ed by the Contract Documents, for tl�e faithfi�l performance oF the Contract. The attached bid security, if required is to become the property of the Developer. The undei•signed bidder certified that he has obtained at least one set of the General Contc•act Documents and General Specifications for Water Depar�ment Projects dated Janua�y 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the speci�c Conh�act Documents and appui•tenant plans. The sticcessful bidder shall be required to perform the worlc in accord with the following publications, both of wliich are incoyporated herein and made n part hereof for all purposes: L The General ContractDocuments and General Specifications for Water Deparhnent Projects dated January 1,1978, wliich may be purchased from the Water Department. 2. The Standard S�ecifieations far Street and Sto►�m Drain Construction which may be purciiased frann the Department of Transpartation & Pnblic Wortcs. The undersigzied assures that its employees and applicants for employment and those of any labor organization, sub- contractors, or employment agency in either fitrnishing or referring employee applicants to the tmdersigned are not discriminated against as prohibited by tlie terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the worlc order, and to complete the contract within 120 calendar days after be�inning construction as set forth in the written woric order to be fi�rnished by the Owner. (Complete A or B below, as applicable:) A. The principal place of business of our company is in tlie State of Nonrasident bidders in the State of , our principal place of bttsiriess, are required to be percent lowe►• than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of , our principa] place of business, are not required to underbid resident bidders. V B. The principal place of business of oiu� company or our parent company or majority owner is in the State of Texas. B-6 Updated 7I17/2012 � T(we) acicnowledge receipt of the following addanda to the plans and specifications, atl of the py�ovisions anci re- quirements of which have been talcen into considei•ation on preparation of the fore�oing bid: ( Addendum No. 1(Initials) �' Addendum No. 3(Initials) _ Addendum No. 2(Initials� Addendum No. 4(Initiats) � i � � ; Respectfully snbmitted, �.I , 1 � � co�.��r��f� 2��L �. By, f .. �1 I I i , Title ' 1� o v� r�-. r c,l� j�,� avt a.� 2� ,�f�� e �" � I� � Address , �.c�,��X 3�� l � TZ.i�w�e �x �� , � - - --_ I� ` T��r»►,�. � �t � �) �33 — .�-6��0 II (Seal) l , . � � ��<�t�. a-3.%�— l3, '�. ;�� _ 1,� �� I I �i ,� �� - �� _ , I B-7 Updated 7/17/2012 L CaNTRAC"fOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406,96 (2000), as amended, Contractor certiffes that it pravides workers' compensation insurance coverage for ail of its employees employed on City af Fort Worth Department of Engineering No. �. and City of Fort Worth ProJect No. ��(D�3 CONTR^ACTOR �l.L— COt�S�CUG��taw gy:� Name:�.n�.a�.cH �c-a�a(� Title: '� � <, � e,Q,.,�' Date: ( l- IQ� I �.. STATE OF T�XAS § � COUNTY OF TARRANT § Before me, the underslgned authority, on this day personally appeared ' � �,, known to me to be the person whose name is subscribed to the oregoing Instrumant, and acknowledged fo me that he executed the same as the act and deed of 21� �0�3�'►uu��o� U.G for the purposes and cansidera#ion therein axpressed and (n the capacity therein stated. � � 20 /o`Z-� . Given Under My Hand and Seal of Office this �9 day of _ 0✓ , ,� P WHITNEY N FISHER * * NOTARY PUBLIC State af Texas Comm. Exp.09N4/2016 Notary Publ c in and for the State of Texas � .��t. � , .�� . � � � � � Mt � � � � ..� 0 � 0 � � � .� � � V 0 .� � � �.i � � � O � � � � � 0 � � � � � � .� � � �� a,�j •� � � .� �o �� .�•.� � � � ;� � ,ar' o �o �, � •� a � �''`� ��o�.' a� � � v � o � � � � � �� `� °'� o ��a�� •o . � � o � � U � � � � � O � 4) p t� •,�' �.b,0 U � O �? c'�� ,� � � � ��o�� 0 U �.,, a � � O Q .'►� ,.c� � � .� � � � � b a-.� . � � � o � � o � � � � � .,� a� v c„ ��o� �c� � � H � � a� ��v�� ,� �o�o�;�� v�� '� � � O U � �, � � �+ '� o�,o•�.�"d c� i� � 0 � a� � 0 0 � 0 ao � � � N O � � � .� � � . .. � � •� t� '—, � o b � b � �� O �a �� U tl� .o H � � a� 0 � � � � � � N � N � b .,., ° 0 � � � � 0 � � � a� � � Q � a� � � N � � 0 � � a c� ^ o�� .� O �-, � � � � v� � � � � .� � � � a� � b � � � � 0 � � � � .� � � cd � .� � .� � � � � � a� � � � � � b � � � .� � � b � 0 � 0 � � � .� � ;� � U � � H � � �d � v � a� � ..� O U �-. � v� N � � � 0 � a VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative fo the award of aontracts to non-resident bidders. The law that, in order to be awarded a contract as low bidder, non-resident 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 servfces in Texas at an mount lower than the lowest Texas res(dent bidder by the same ampunt that a Texas resident bidder would be required to underbfd a non-resident bidder in order to obtaln a comparable contract in the state In which the non-resldent's principle place of business is located. The appropriate blanks fn Section A must be fllled out by all out-af-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will i�utomatically disqualify that bidder. Resident bidders must check the box fn Sectfon B. A. Non-resident vendors in (give state), our principal place of business, are requirad to be percent lower than resfdent bidders by state law. A copy af the statute is attached. Non resident vendors in (give state), or pr(nGipal place of business, are not required to underbid resident bidders. B. Our principal place of busfness or carporate affices are in the State of 7'exas. � BIDDER: '�, � �� -6�-e��►-•. Company �� ' ��t� i--� G ��( '� ,`L�o 'j2 � + City State Zip By; � %� M � �_ �r _�•-�-�s_ � � {piease print} Signature: Title: (please print) 7HIS FORM MUST S� RETURNED WITH YOUR QUOTATION .�_l Bond No. S408439 PERFORM[ANC� BOND i'HE STATE OF TEXAS § § KNOW ALL BY THESE F'R�SENTS: COUNTY OF TARRANT § That we, (1) 2 L CONSTI2UCTION, L.L.C. , as Principal herein, and (2) Employers Mutual Casualty Company , a corporation organized tmder the laws of the State of (3) ioWa , a�id who is authorized to issue surety bonds in the State of Texas, Sl�rety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the sum of TWO HUNDRED STXTY SEVEN THOUSAND NINE HUNDRED AND NINETY 5IX DOLLARS AND 83/100 ($267,996.�3 for the payment of which sum we bind ourselves, otur heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has entered into a certain written contract with the Obligee dated the stn �ay o� November , 20 12 , a copy of which zs attached hereto and made a part hereof for all pwrposes, �OT tI12 COriSI�'UCtIOri O� Trailhead and Trail Improvements at Trail Drivers Park Project No. STP 2010 TCSP TC03(002); CSJ No. 0902-48-557 NOW, THEREFORE, the condition of this obligation is such, if the said Principal shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, an.d reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, an.d all liabilities on this bond shall be determined in accordance with the provisions of such statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the St�rety have executed this instrument. SIGNED and SEALED this 15th day of November 20 � 2. 1 � J ATTEST: w.NcN,� '��vz. (Principal) S�cretary (SEAL) W � Witness as to incipai 2L Construction, LLC PRINCIPAL By: �1.0.,_„�9Cch�.v�a_t6�,��-t.�.na�t � Nal'p@: Dominick Leonardo Tltl@: President Address: P.O. Box 397 Rhome, TX 76078 Employers Mutual Casualty Company SURETY ay: (�'r��, ��Jr��, � ATTEST: � �� Secr�tary (SEA�� ` d _,� � � Wii� �ess as to Surety �� l �� Narpe: Charles K. Miller Attorney in Fact Address: P.o. aox ��2 Des Moines, IA 50306 Telephone Number: (5�5>2so-2sss NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety . Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. u Bond No. S408439 TH� STATE OF TEXAS PAYMENT BOND . � KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT ThaC we, (1), 2 L CONSTRUCTION, L.L.C. as Principal herein, ariC� �2� Employers Mutual Casualty Company , a corporation organized and existing �mder the 1�ws of the State of (3) ioWa , as surety, are held and %rmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of TWO I�UNDRED SIXTY SEVEN THOUSAND NINE HUNDRED AND NINETY S1X DOLLARS AND 83/100 ($267,996.83) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns, j ointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the stn day of November , 2012 , which contract is hereby referred to and rnade a part hereof as if fully and to the same extent as if copied at length, for the %llowing project: Trailhead and Trail Improvements at Trail Drivers Park; Project No. STP 2010 TCSP TC03(002); CSJ No. 0902-48-557 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant (as deiined in Chapter 2253, Texas Government Code, as amended) supplying Iabor or materials in the prosecution of the work under the contract, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, H(JWEVER, that this bond is e.cecuted pursuant to Chapter 2253 of the Texas Govermnent Code, as amended, anid all liabilities on this bond sha11 be deterniined in accordance with the provisions of said statute, to the same extent as if it were copied at length herain. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this 15th day of November , 20 �2 , 1'� �1 .ATTEST: �� (F'rincipalj Sec� TI{�@: President u � h` � � L (SEAL) W.Pu�� 3',��,E��h. Witness as to P�incipal ATTEST: � S � Secretary (SEAL) � Wi;ne�s a � t� Sur�ty 2L Construction, LLC PRINCIPAL By: - Name: Dominick Leonardo Address: P.O. Box 397 Rhome, TX 76078 Employers Mutual Casualty Company SURETY � By: ( �� .�� `�Ia.�� NaR'1@: Charles K. Miller Attorney in Fact Address: P.o. BoX ��z Des Moines, IA 50306 Telephone Number: (5�5>2ao-2sas NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. l� 1 nIIAINTEN�►NCE BOND ?FIE STATE OF TEXAS § § COUNTY OF TARRANT § KNOW ALL, BY THESE PRESENTS: Bond No. S408440 That 2. L CONSTRUCTION, L.L.C. ("Contractor"), as principal, and, Employers Mutual Casualty Company a corporation organized under the laws of the State of iowa ,("Surety"), do hereby acknowiedge 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, ("City") in Tarrant County, Texas, the sum of TWO FIUNDRED SIXTY SEVEN THOUSAi�TD NINE HUNDRED AND NINETY STX DOLLARS AND 83/100 ($26�,996 83), lawful money of the United States, for payment of which sum well and truly be made unto said City 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, said Contractor has this day entered into a written Contract with the City of �'ort Worth, dated the stn of November , 20 �? , a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: Trailhead and Trail Improvements at Trail Drivers Park the same being referred to herein and in said contract as the Work and being designated as project number(s) STP 2010 TCSP TC03(002) , a11CI said contract, including all of the speci�cations, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of the final acceptance of the work by the City; and WFIEREAS, said Confractor binds itselfi �o main�ain said work in good repair and condition for said term of Two (21 years; 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 City of Fort Worth Department of Parks & Community Services, it be necessary; and, (' WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided. NOW THER�FORE, if said Contractor shall keep and perForm its said agreement to rnaintain, 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 the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in 4(four) counterparts, each of which shall be deemed an original, tIIIS 15th day of November , A.D. 20 �2 A??'EST: (SEA�) _ �ti Secr�tary 2L Construction, LLC Contractor By• . � j�a�'p@: Dominick Leonardo Title: President ATTEST: (SEAL) _. 0 �ecre,�ry Employers Mutual Casualty Company Surety By: L"� `��'. ��!%��.�� — Name: Charles K. Miller Tlt�@: Attorney-In-Fact P.O. Box 712 Des Moines, IA 50306 Address �d EMC Insurance Companies� No. Ao 1524 P.O. Box 712 • Des Moines, IA 50306-0712 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an lowa Corporation 2. EMCASCO Insurance Company, an lowa Corporation 3. Union Insurance Company of Providence, an lowa Corporation 4. Illinois EMCASCO Insurance Company, an lowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 6. EMC Property & Casualty Company, an lowa Corporation 7. Hamilton Mutuai Insurance Company, an lowa Corporation hereinafter referred to severally as "Compan�' antl collectively as "Companies", each does, by these presents, make, constitute and appoint: SHANNON LEWIS, CHARLES K. MILIER, STEVE RICKENBACHER, DAVID C. OXFORD, CLINTON NORRIS, SHERREL M. BREAZEALE, SOPHINIE HUNTER, STEVEN J. ZINECKER, PEGGY G. HOGAN, SHEF21 R. ALLEN, BRET TOMLINSON its true and lawful attorney-in-fact, with full power antl authority conferred to sign, seal, and execute its lawful bonds, under(akings, and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to ihe same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire APRIL 1, 2014 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power-of-Attorney is made and executed pursuant to and by the authority of the following resoluiion of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company tluly cailetl and held in 1999: RESOLVED: The Presidenf and Chief Executive O�cer, any �ce President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys-in-fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other w[itings obfigatory in the nature thereof; and (2) to remove any such attorney-in-fact at any time and revoke the power antl aufhority given to him or her. Attorneys-in-fact shall have power and authority, subject to the terms and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seai of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity antl other writings obligatory in the nature thereof, antl any such instrument executed by a�y such attomey-in-fact shall be fully and in ail respects binding upon the Company. Ce�tification as to the validity of any power-of-attorney authonzed herein made by an o�cer of Empioyers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attorney of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seals to be hereto affixetl this 18th day of FEBRUARY 2011 `� Seals �� :�P��O11NSU��'i. :�``��i�r� � S`„ „ Rqti , ; G�co Pq�'�., `'��Y,& �q•,, Bruce G. Kelley, hairman Michael Freel ' � V ` pPOR ' C : 2 : PPOR �'. O : : `Q� �� PO, ��isG : � F � � qT� � � a _ W, � F�, �:: 4;= 9� :-n :; O` ��A A9 F; y. of Companies 2, 3, 4, 5& 6; President Assistant Vice PresidenU : Z; SEAL ; a:: Z:` 1863� ' o=:„ ; 21953� =<_ of Company 1; Vice Chairman and Assistant Secretary - >, ; � � ; 2 ; �own : o = "; � . = � � CEO of Company 7 • *'/OWP � • ' y��`NSw �R9t�C��: _�;� F, - -w= SEAL;<= ' �,/OWP`i� o/N� • �� IQvVA , . o . ; ��NSURAiy��•, ; •��;UA, �q,� : F :OpPOR.�fi�C'�': : i4Q.` 0.POR �.SG�. =a�` .�=:o;�° 's,,�` ;o; SEAL; z=:�; SEAL; �: _ , : o_ '•'L �' � �� `� p•.' :.�F,p�'��u�`�31Q'�: . �qTH�oA.R05. i MOINES.\O . �MUTUAC /L vo MuTUq s� � a � ��A, z �� S � m �"' `+� LAUREL A. BLO55 ��J+� �ANG�'Po � Commission Number 183662 �/NES, �� • My Comm. [>cp. Ma�•13.: fi? g �.�.�...Y.r�,�.:: On this 18th day of FEBRUARY AD 2011 before me a Noiary Public in and forthe State of lowa, personally appeared Bruce G. Kelley antl Michael Freel, who, being by me duly sworn, did say that they are, and are known to me to be the Chairman, President, Vice Chairman and CEO, and/or Assistant Vice PresidenUAssistant Secretary, respectively, of each of The Companies above; that the seals a�xed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behaif of each of the Companies by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Michael Freel, as such officers, acknowledged the execution of said instrument to be the voluntary act and deed of each of the Companies. My Commission Expires March 13, 2014. c��-Q-a �,�.� Notary Public in and for the State of lowa CERTIFICATE I, James D. Clough, Vice President of +iie �ornpanies, tla herthy r,ei?ify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuarit thereto on F�SRUARY 18, 2011 on behaif of: SHANNON �EWIS, CHARLES K. MILLER; ST�VE P.i�'ifENBACHF_i'<, C�P�V3p �J. Q;,�ORD, CLINTON NORRIS, SHERREL M. BREAZEALE, SOPHINIE HUNTER, STEVEN J. ZINECKER, PEGGY G. HOGAN, SHERI R. ALL�N, �aET TOh1Un�SON are true and correct and are stil� in full force and ef�ect. In Testimony Whereof I have subscribed my name aric+ a�xed ths fawimile seai of eachCompanythis lSth dayof Ncvember ____, Z012 Vice Presitlent � �� TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Empioyers Mutual Casuatty Company, Union Insurance of � Providence, and/or EMCASCO Insurance Company for information or to make , ;.: a compiaint at: Employers Mutual Casualty Company Attn: Surety Ciaims P.O. Box 712 Des Moines, IA 50303 (515) 280-2689 (5�5) 280-2994 Fax You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: Texas Department of insurance P.O. Box 149104 Austin, TX 78714-g104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice,is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253-048, Government Code, and Section 53.202, Property Code, effective Se�tember 1, 2001. 7209 , STATEMENT O� RESIDENCY The following lnformation is requlred by the City of �ort Worth fn order to comply wlth provlsions of state law, TE�CAS GQVERNM�NT CODE § 2252.001, 5fate or Politfcal Subdivision Contracts for Constructlon, Supplies, Services; Bids by Nanresident. r Evory bidder shall a�rmatively state its pr(ncipal p(ace of businass in Its response to a bid invltation. Feilure to provide the required informatioh shall result In your bid being declared non-responsfve. Bidders' cooperation In this regard will avoid costly time delays in the award of bids by the City of Fort Warth. For this reaso.n, each bfdder is encouraged to complete and returr� in duplicater with its bid, the Statement of Residency Farm, but in any event the Iow bldder shall submit this Informat(an within flve (5) business days after the date of recelpt of notlfiaatian of �pparent low bidder ststus from the Purchasing Dlv(s(on of the Finance Department. Fallure ta provide afl required Informetion withln this des(gnated period shall result In the apparent low bidder befng considered non-responsive, and the second low bidder being considered for award. TEXAS GOV�RNM�NT COpE § 2252.001 defines a Texas "resident bfdder" as a bldder whose principal place of business* Is fn the state of Texas, including s coniractor whose ultimate parent company ar majority owner has Its prfncipal place of business in the state of Texas. TEXAS GOVERNM�N7 GODE § 2252.001 defines a"Nonresident bidde�" as a bidder vvhose parent company or majority owner does not have its principal place of busihess�' in the state of Texas. Bidder's complete company name: .�_'C��o�-t � State yaur business address in the space provldad below If you are a 7exas Resldent bldder: , 200 �,y� F��tsn�s�s i�.�_�'��a� � �"1�o�z3 . 5iate your business address in the space provlded below If you are a Nonresident b(dder: *State Purchasing & General Services Commission defines Principal Place of Business as follows: Princl�ai Place of Buslness in Texas means, for any type of bus(ness entity recognlzed in the State of Texas, that the business entiry� FEas at least one permanent office located within tha State of Texas, from which business activities other than submtlting bids to governmental agencies are conducted end from which the bfd is submitted, and Has at least one employea who works In the Texas office Form prepared by: ��► n i�,�� Q,f'dQ _.��._� (N (Title} . - -._.��1�� -- (Sig ture) (f�ate) Page 25 of 26 �. � �. �m (name of individuai)'�,pm;�;�� certifies that (name of business)a/,,�s�� (vendor #) � as of - 9-/ (enter date) _ �s eligible to receive a grant, loan, or payment and acknowledges that any contract may be terminated and payment may be withheld ifthis certlficatlon is inaccurate, CHILD SUPPORT STATEMENT FOR THE TEXAS DEPARTMENT �F TRANSPORTATION �4R NEGOTIATED CONTRACTS AND GRANTS Under Famfly Code, Sectlon 231.006, List bclow tih� name �nrl sc�cial sccurity r�umber of thc� Ind�viraual or sole propr(etor and each partner, shai•el�older, or awi�er with ari awnersfllp interest of at le�st 25% of the busfness entity submitt(ng the bid ar app{IGation, Tltis form must be upclated whe��ever any �arty obtains a 25% ownership interest In the business er�tity, Family Cacie, 5ectior� 231.006, s�eciffes th�t i child support obligor who is rnare than thirty (3Q) clays �)�ilnquent in payfnc� child sup{�ort and a bi�siness entity iri whir.h the oblic�ar is a sale proprietor, partner, sfharehofr�er, ar owner with an �wr�ershlp ir7terest af aC least 25°!0 �ercent (s not eli�ibl� tn r�c�iv� {�aym�nts frarn state fur�ds under a contr��t to provlcle }�roperly, mat�rials, or services, or rec�ive a state- funded gr�nt or (o�n. A child support obligor or business entlty (ne11 ible to receive payments described ak�ave remalns ineliglble until all arrearage have been pald or�he obl(gor is in compliance wlth a written repayment agreement or court order as to any existfng delinquency. Except as provlded by Family Code, 5ection 231.302(d), a soclal securlty number is confidentfal and may be dlsclosed anly for the purposes of responding to a request for Infarmation from an agency operating under the prpvisions of Subchapters A and D of Title IV of the federal Soclal5ecurlty Act (42 U.S.C. Sect(ons 601 et seq. and 651 et seq.} The Texas Department of ?ransportation maintains the information cailected through this article. With few exceptions, you are entitled on request to be informed about the information that we collect about you. Under Sections 552.021 and 552.023 of the T�xas Government Code, you also are entitled to receive and review the information. Under Section 559.004 of tha Government Code, you are also entitled to have us correct informatlon about you that is Incorrect. + Please send this form to Texas Department ofTranspartation, General 5ervices qivislon (GSD). > Contract Services Sectlon, 125 �. 11 th Street, Austin, Texas 78701-2483. Page 1 of 1 Revisec� 1 /08 CITY OF FORT WORTH TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT This Contract made and entered into this the 6th day of November 2012, by and between the CITY OF FORT WORTH, a home-rule municipal corporation situated in Tarrant, Denton, Parker, and Wise Counties, Texas, by and through its duly authorized Assistant City Manager, ("Owner"), and (Contracting Company Name here), ("Contractor") Owner and 2 L CONSTRUCTION. L.L.C. Owner and Contractor may be referred to herein individally as a"Party" or collectively as the "Parties." WIT'NESSETH: That said parties have agreed as follows: 1. 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: FOR: TRAIL DRIVERS PARK — TRAIL LINKAGE TO TRINITY RIVER TAIL SYSTEM 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 Water 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. 3. 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 Deparhnent of Water (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 comp(ete 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 Ciry of Fort Worth within a period of 120 Calender 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 $210.00 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such defciency. 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. 6 Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole neg(igence. In addition, Contractor covenants and agrees to indemnify, ' hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for properly 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, whethe� or not any such in%urV, damase or death is caused, in whole or in part, bv the neQliQence or alle,�ed negliQence of Owner. its ofitcers, servants, or emplovees. 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 any such iniury or dama�e is - caused in whole or in part bv the ne�li�ence or alleQed ne�li�ence of Owner. its officers, servants or employees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final 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. 7. The Contractor agrees, upon the execution of this Contractor, and before beginning work, to make, execute and deliver to City, of Fort Worth the following bonds in the name of the Ciry of Fort Worth in a sum equal to the amount of the Contract. The form of the bond shall be as herein provided and the surety must first be acceptable to the requirements of the Chapter 2253 of the Texas Government Code, as Amended. A. If the tota( contract price is $25,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the Owner. B. 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 the claimants suppiying labor and material in the prosecution of the work. C 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 faithful performance of the work in accordance with the Plans, Specifcations, and Contract Documents. Said bond shall solely be for the protection of the Owner. D. A Two-year Maintenance Bond in the name of the Owner is required for all projects to insure the prompt, full and faithful performance of the generat guarantee contained in the Contract Documents. 8. The Owner agrees and binds itself to pay, and the Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions thereftom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in rnonthly 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 n/a, shall be TWO HUNDRED SIXTY SEVEN THOUSAND N1NE HUNDRED AND NINETY SIX DOLLARS AND 83/100 ($267,996.83). 9. 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 Owner. Any request for any sublease or assignment shall be made in writing and submitted to the Director of the Engineering Departrnent. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classifed, 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. 11. 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 4 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 4 counterparts with its corporate seal attached. f'; 'r Done in Fort Worth, Texas, this the day o� ''' ; A:D., RECOMMEND �`� BY: RIC D ZAVALA DIRECTOR, PARKS & COMMUNITY SERVICES DEPT. � �., �oY�, s� i vC.� �o v..� CONTRACTOR CITY OF FORT WORTH , �1 n , � l�/1��G,�--- �� ; � 1 �/�V - � � SUSAN ALANIS ASST CITY MANAGER ATTEST: --� " ,a.�.�°.�a'c��A .crq' �0��° n�l A,.4' ooQ0000po0�� u Q� � a o o� ' � �o o� � �g � �j�'��°o_ _o � �� CITY SECRETARY (SEAL) BY: • . Q�ceb.��w—i' TITLE i�tit �� -�Z j�j Z 6 �f. 6.1Z- I il, •� 1�� . i I � ��- APPROVED AS TO FORM AND LEGALITY: ,. i 1 � OUGLAS W. BLACK ASST. CITY ATTORNEY OFFICIAL REC��D CITY SECRETARY �'% WnIRTH�'iX Specification �ist Specifications adopted by the Texas Department of Transportation, June 1, 2004 and specification items listed and dated as follows, shall govern on this project: required contract provisions for all federal-aid construction contracts (Form FHWA 1273 March 1994). General Notes Item S. Control of the Work Item 7. Special Note. Legal Relations and Responsibilities Item 8. Prosecution and Progress Item 110. Excavation Item 161. Compost Item 164. Seeding for Erosion Control Item 168. Vegetative Watering Item 420. Concrete Structures. Item 502. Barricades, Signs, and Traffic Handling Item 506. Temporary Erosion, Sedimentation, and Environmenta) Controls Special Provisions Wage Rates 000---003 Notice to All Bidders 000---004 Affirmative Action Notice 000---006 Equal Employment Opportunity Specifications 000---009 Certification of Nondiscrimination in Employment 000---011 Department Division Mailing and Physical Addresses 000---1483 Notice of Changes to U.S. Department of Labor 000---1676 On-the-Job Training Program 000---1966 Disadvantaged Business Enterprise 000---2329 Partnering 000---2332 Schedule of Liquidated Damages 001---015 Definition of Terms 004---017 Scope of Work 005---004 Control of Work 006---030 Control of Materials 007---918 Legal Relations and Responsibilities 008---119 Prosecution and Progress 009---009 Measurement and Payment 009---015 Measurement and Payment 1 100---2002 ROW Preparation (Pole Removal) 104---2015 Removing Concrete (Concrete Sidewalk) 161---001 Compost 162---2002 Bermuda Grass Sod 164---002 Seeding for Erosion Control 442---016 Metal for Structures 500---005 Mobilization 502---033 Barricades, Signs, and Traffic Handling 506---010 Temporary Erosion, Sedimentation, and Environmenta) Controls Special Specifications 5049 Biodegradable Erosion Control Logs aaaa---Shelter bbbb----Bench on Pad _ ' cccc---Litter Receptacle on Pad dddd---Map Pedestal eeee---Portable Toilet Enclosure - ffff---Retaining Wall gggg---Rumble Strips hhhh---Concrete Split Rail Fence iiii---Bike Rack USDOT Special Provisions Required Contract Provisions Federal-Aid Construction Contracts (FHWA-1273)-March 10, 1994 This seal pertains to the following special specifications: 5049 Biodegradable Erosion Control Logs 2 Project Number: TCSP TC03(002) Sheet A County: TARRANT Control: 0902-48-557 Highway: CS Speciat Notes: ��*��****�� Bxisting storm sewers and utilities are shown from the best available information. Verify the location of all underground facilities prior to starting work. Item 5. Control of the Work ' When suppleznentary shop drawings, shop details, erection drawings, working drawings, fornung plans or other drawings, are required, the drawings shall be prepared and submitted on sheets 8 1/2 by 11 inches, 17 by 22 inches, or full size drawings reduced to half scale if completely legible. If, in the opinion of the Engineer, the drawings are not completely legzble, they shall be prepared and submitted on sheets 22 by 34 inches, with a one and one-half inch left margin, and a one-half inch top, right, and bottom margin. A11 sheets submitted shall have a title in the lower right hand corner. The title shall include the sheet zndex data s�own on the lower right corner of the project plans, name of ihe structure or element or streann, sheet numbering for the shop drawings, name of the fabricator and the name of the Contractor. Prior to contract letting, bidders may obtain a free cornputer diskette or a computerized transfer of files (from the Engineer's office} that contains the earthwork infornnation. If copies of the actual cross-sections are requested, in additian to, or instead of, the diskette, they will be available at the Engineers office for borrowing by copying companies for the purpose of making copies for the bidder, at the bidder's expense. General Notes Sheet A Project Number: TCSP TC03(002) Sheet B County: TARR.EINT Highway: CS Item '7. Legal Relations and Responsibilities Control: 0902-48-557 This contract requires work to be done on railroad property. Cooperate with the railroads and comply with all of their requirements includittg obtaining any required training before perforrning work on railroad property. Subnnit to the Engineer, an original railroad liability insurance policy. Do not initiate activities in a project specific location (PSL) associated with a U.S. Army Corps of Engineers (USACE) permit area that have not been previously evaluated by the USACE as part of the permit review of this project. Such activities include, but are not lir�ited to, liaul roads, ec�uipxnent stagzng areas, borxow and disposal sites. "Assaciated" as defined here means materials are delivered to or frorn the PSL. The permit area includes all waters of the U.S. or assoeiated wetlands affected by activities associated with this project. Special restrictions may be required for such work. The contractor shall be responsible for any and all consultations with the USACE regarding activities, including project specific locations (PSLs) that have not been previously evaluated by the USACE. Provide the Department with a copy of all consultation(s) or approva](s) from the USACE prior to initiating activities. The Contractor may proceed with activities in PSLs that do not affect a USACE permit area if a self detennination has been made that the PSL is non jurisdictional or proper USACE clearances have been obtained in jurisdictional areas or have been previously evaluated by the USACE as part of the permit review of this project. The contractor is salely responsible for documenting any detezminatian(s) that their activities do not affect a USACE permit area. Maintain copies of their determination(s) for review by the Department or any regulatory agency. Document and coordinate with the USACE, if required, prior to any excavation hauled from or embankment hauled into a USACE permit area by either (1) or (2) below. (1) Restrieted Use �f Materials for Previously Evaluated Permit Areas. Document both the project speeific location (PSL) and its authorization. Maintain copies for review by the Department or any regulatory agency. When an area within the project limits has been evaluated by the USACE as part of the permit process for this project: a. Suitable excavation of required material in the areas shown on the plans and cross sections as specified in Item 110 is used for permanent or temporary iill (Item 132, Embanlcment) within a USACE permit area; b, Suitable embankment (Item 132) from within the USACE permit area is used as fill within a USACE evaluated area; and, c. Unsuitable excavation or excess excavation ["Waste"] (Item 110) that is disposed of at a location approved by the Engineer within a USACE evaluated area. (2) Contractor Materials from Areas Other than Previousty Evaluated Areas. Provide the Departnnent with a copy of all USACE eoordination or approval(s) prior to initiating any activities for an area within the project limits that has not been General Notes Sheet B - - _ _ Project Number: TCSP TC03(002) Sheet C Caunty: TAR1tANT Highway: CS Control: 0902-48-557 evaluated by the USACE or for any of� right of way locations used for the %Ilowing, but not limited to, haui roads, equipment staging areas, borrow and dis�osal sites: a. Item 132, Embankment, used for tennporary or permanent �ll within a USACE permit area; and, b. Unsuitable excavation or excess excavation ["Waste"] (Item 110, Excavation) that is disposed of outside a USACE evaluated area. The total axea disturbed for this project is .88 acres. The disturbed area in this project, all project locations in the Contract, and the Contractor project specific locations (PSLs), within 1 mile of the project limits, for the Contract will further establish the authorization requirennents for storm water dischazges. The Department will obtain an authozization to discharge storm water from the Texas Commission on Environmental Quality (TCEQ) for the construction activities shown. on the plans. The Contractor is to obtain required authorization from the TCEQ for Contractor PSLs for construction support activities or� or off the ROW. When the total area disturbed in the Contract ar�d PSLs within 1 mile of the project limits exceeds 5 acres, provide a copy of the Contractor NOT for PSLs on the ROW to the Engineer and to the local government that operates a sepaxate storm sewer system. Item 8. Prosecution and Progress Working days will be computed and charged in accordance with Asticle 8.3.A.1 Five-Day Workweek. Item 110. Excavation Review pxoposed waste sites to determine if any site is located in a"Base Floodplain" or "Floodway" as defined by the Federal Emergency Managennent Agency (FEMA). If waste material from this project is placed in a base floodplain as defined by FEMA, a permit will have to be obtained from the local community responsible for enforcing National Flood Insurance Program (NFIP) regulations. The Contractor is responsible for ensuring that the owner of the property receiving the waste has obtained the necessary permit. Item 161. Compost Place approximately 4" of coxnpost manufactured topsoil (CMT) on all cut and fill slopes (except drainage channels where flexible channel liners are indicated), at other locations shown in the plans, and as directed. General Notes Sheet C Project Number: TCSP TC03(062) Sheet D County: TARIZ.ANT Highway: CS Control: 0902-48-557 Where "pre-bleiided" CMT is specified, amend suitable soi) material, as determined by the Bngineer, with 25% cocnpost, by volume, to produce the compost manufactured topsoil. Place the compost manufactured topsoil in a loose layer approximately 4" thick, as shown in the plans. Item 264, Seeding for Erosion Control Apply seeding required between December 1 and January 31 using seed types and mixtures as shown in Item 164.2.A, Table 3. If, in the opinion of the Engineer, this does not provide an effective vegetative cover, apply "straw or hay mulch" as specified in Item 164.3.E as soon as possible, After February 1 apply warm season seeding in order to establish a permanent protective vegetative cover. Item 168. Vegetative Watering Furnish and install an approved rain gauge at the project site, as directed. Furnishing and installation of the rain gauge wi11 not be paid for directly, but will be considered subsidiary to Item 168. Apply vegetative watering for an establishment period of thirteen weeks following application of seed or installation of sod, at a rate of 0.5" of water depth per week (approximately 13,030 gallons per acre), and according to the following schedule or as directed: Apply vegetative watering twice per week for a period of four weeks following upplication of seed or installation of sod, regardless of calendar month, at a rate of one- half the weekly application rate. For the remainder of the establishment period, apply vegetative watering once per week during the months of January through June or September through December, at the weekly application rate, Apply watering twice per week during the months of July and August, at a rate of one-half the weekly application rate, Item a20. Concrete Structures Use the appropriate Department Excel templates to calculate and record al] test data. These most recent updated forms are available on the Department's website at ww��.Uelol.�c�vil�d�>t libr�i.y/c�nsult�nts cc�ntr��ictors/fc�rms/sitc mtln��,,�.htin under the SiteManager tab. Submit test resulfs within 24 hours of test completion by email or CD. Include the approved mix design number on each dejivery ticket. General Notes Sheet D Project Number: TCSP TC03(002) Sheet E County: TARRANT Control: 0902-48-557 Highway: CS Utilize separate Work bridges for Finishing and curing concrete pavement and bridge slabs. Design and anatyze all concrete for pavement and structures using the Concrete Works Program Version 2.0.G (Beta) for acceptance by TxDOT. Use Test Method Tex-426-A to develop input for the Concrete Works Program. This work is subsidiary to this item. Optimized graded aggregate concrete will maximize coarse aggregate content and tninimize fine aggregate content while tnaintaining workability. Coarse aggregate factors or packing factors will be re-established to maximize coarse aggregate content. Item 502. Barricades, Signs, and Traffic Handling Permanent signs may be installed when construction in an area is complete and they will not be in conflict with the traffic control plan for the remainder of the job. Existing signs are to remain as long as they do not interfere with construction and they do not conflict with the traffic control plan. Any sign not detailed in the plan.s but called for in the layout shall be as shown in the current "Standard Highway Sign Designs for Texas". When traffic is obstructed, arrange warning devices in accordance with arrangements indicated in the latest edition of the "Texas Manual on Uniform Traffic Control Devices". Cover or remove any work zone signs when work or condition referenced is not occurring. Item 506. Temporary Erosion, Sedimentation, and Environmental Controls The SW3P for this project shall consist of using the following items as directed: a. Biodegradable Erosion Cantrol Logs Remove accumulated sediment andlor replace SW3P controls when the capacity has been reduced by SO% or when the depth of sediment at the control structure exceeds one foot. General Notes Sheet E Untitled General Decision Number: Tx120035 01/06/2012 TX35 5uperseded General �ecision Number: TX2010004z State: Texas Construction Type: Highway Counties: Archer, Callahan, Clay, Collin, �a11as, �elta, Den�on, Ellis, Grayson, Hunt, Johnson, �ones, Kaufman, Parker, Rockwall, Tarrant and Wise Counties in Texas. H2GHWAY CONSTRUCTION PR07ECT5 (excluding tunnels, building struc�ures in rest area projects & railroad construction; bascu�e, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). Modification Number Publication Date 0 01/06/2012 � SUTx20�1-007 OS/03/2011 Rates Fringes CONCRETE FTNISHER (Paving and S�ructures) ...................�..$ 14.12 ELECTRTCIAN ......................$ 19.80 FORM BUILDER/FORM SETTER paving & Curb ...............$ 13.16 5tructures ..................$ 13.84 LABORER Asphalt Raker ...............$ 12.69 Flagger .....................$ 10.06 �aborer, Comman .............$ 10.72 �aborer, Utility............$ 12.32 Pipelayer..... .. .........$ 13.Z4 work zone Barricade servicer ....................$ 1�.68 POWER EQUIPMENT OPERATOR: Asphalt oistributor. .......$ 15.32 Asphalt Paving Machine......$ 13.99 Broom or Sweeper............$ 11.74 Concrete Pavement Finishing Machine...........$ 16.05 Concrete Saw ................$ 14.48 Page 1 Untit1ed Crane Operafior, Lattice Boom 80 Tons or Less........$ Crane Operator, Lattice Boom over 80 Tons. ........$ Crane, Hydraulic 80 Tons or Less .................�...$ Crawler Tractor. ..... ....$ Excavator, 50,000 pounds or less........ .....$ Excavator, over 50,000 pounds. .... . .,. ....$ Foundation Drill�, Truck Mounted...... ..... .....$ Foundation Drill, Crawler Mounted. ... .. ...,.�....$ Front End�Loader 3 CY or Less.... ».. .,..... ...$ Front End Loader, over 3 CY.$ �oader/gackhoe ..............$ Mechanic.. .............. $ Milling Machine. ..... ....$ Motor Grader, Fine Grade....$ Motor Grader, Rou�h......,.,$ Pavement Mar!<ing M�chine....$ Reclaimer/Pulverizer�,......,$ Roller, Asphalt .............$ Roller, Other ...............$ Scraper .. ....... .........$ Small Slipform Machine......$ Spreader Box ................$ 1�.z� 20.52 �s.�z ia.o� 17 .19 �.6. 99 21.07 17.99 13.69 14.72 15.18 17.68 14.32 17.19 16.02 13.63 11.01 13.08 11.51 12.96 15.96 14.73 Servicer .........................$ 14.58 Steel Worker (Reinforcing).......$ 16.1$ TRUCK DRIVER �owboy-Float ................$ off Road Hauler .............$ S-ingle Axle.. ... ...,....$ Single or Tandem Ax1e Dump Truck... ........... ..,.$ � Tandem Axle Tractor wifih Semi Trailer ................$ Transit-Mix .................$ 16.24 12.25 12.31 12.62 12.86 14.14 W�LDER ...........................$ �.4.84 WELDERS - Receive rate prescribed for craft performing operation to which we1ding is incidental. ____._..---------------------�______________--_----____-----_--____ ----------------------_-------__--_-------------_______--_---------- Page 2 untitled unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5. 5 Ca) C1) C7 i))• The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by�he wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rafie is union or non-union. Union zdentifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevail-ing for that classification. Example: P�UM0198-005 07/01/201.1. The first four letters , PLUM, indicate the international union and the four-digit number: 0198, that follows indicates the local union number or district council number where applicable , i.e., Piumbers �ocal 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/0�./2011, following these characters is the effective date of the most current negot-iated rate/collective bargaining agreement which would be .7u1 y l, 20�.1. i n the above ex�mpl e. � Union prevailing wage rates wi11 be updated to re�lect any changes in the collective bargaining agreements governing the rate. Non-Union Identifiers Classifications listed under an "sU" identifier were derived from survey data by computing average ra�es and are not union rates; however, the data used in computing these rates may include ba�h union and non-union data. Example: SULA2004-007 5/13/2010. SU ind�cates the rates are not union rates, �A indicates -Che state of �ouisiana; 2004 is the year of the survey; and 007 -is an internal number used �n producin� the wage determination. A 1993 or later date; 5/13/20�.0, �ndicates the classifications and rates under that identifier were issued as a General wage �etermination on that date. Survey wage rates will remain in effect and will not change Page 3 Untitled until a new survey is conducted. WAGE DETERMINATTON APPEA�S PROCESS 1.) Nas there been an initial decision in the matter? This can be: �� an exi s�ri �7c� pul�7 -i sh�d wac�e cletermi nati on ti° a surv�y untier7yinc�+a,wage cletermination �'� a Wage and Hou r e�i v� s�i on I e�ter setti ng a wag� cle�Cerm�i na�Ci on ►n�ttter �� a con-f'o i�m�nce {adc17 ti or��l cl assi fi cati on forth a positian on and rate) rul i ng on surv�y re1 ��ed rtia�ti:ers, 7 n�i �ti a'1 can�tae�:, i��c`I ucl�i ng reques�s for sun7maries o�= survcys, shauld b� wi��h �the wac�e and Hour r��•i ana`I of-Fi c� �For �tl�� area 7 n wf�7 ch ��I�e survey was conducted beca��se those tt�g7 onal o�f=�Fi ce� I�ave t~�s�aons�i b� 17 fiy �for the aav7 s-g�con survey �rogra►n. x�F ��h� r�sponse from �th-i s i ni ti al contact �i s not sa�:i s��actory, �N�en �the proc�ss desci�i bed i n 2.) and 3.) should be followed. with regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction wage �et��rminations. Write to: Branch of Construction Wage Determinations wage and Hour Division U.S. �epartment of �abor 200 Constitutian Avenue, N.W. Washington, DC 20210 2.) zf the answer to the question in �..) is yes, then an interested party (those affected by the action) can request review and reconsideration from the wa e and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7}�. Wri'te fio: wage and Hour ,4dministrator U.S. �epartment of �abor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any infiormation (wa�e payment data, project description, area prac�tice ma�terial, etc,) �hat the requestor con5�ders relevant to the issue. 3.) zf the decision of the Administrator is not favorable, an interested party may appeal direc�ly �Co the Administrative Review soard (formerly the Wage Appeals Board). write to: Page 4 _ _ _ _ Untitled Administrative Review Board u.s. �epartment of �.abor 200 Constitut�ion Avenue, N.W. washington, DC 20210 4.) All decisions by the Administra�ive Review Board are final. ��=�T==`��=��=�==_��_________________________�=r��=^��_ END OF GENERAL DECZSTON Page 5 2004 Specifications SPECIAL PROVISION 000---003 Notice to AIl Bidders To report bid rigging activities call; 1-$00-424-9071 The U.S. Department of Transportation (DOT) operates the above toli-free "hotline" Monday through Friday, 8:00 a,m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of the DOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. 1-1 000---003 OS-04 2004 Specifications SPECIAL PROVISION 000---004 Notice of Requirement for Affirmative Action to Ensure Equal Employment Oppoi•tunity (Executive Order 1.1.246) 1. Generai. In addition to the affirmative action requirements of the Special Provision titled "Standard Federal Equal Employment Opportunity Construction Contract Specifications" as set forth elsewhere in this proposal, the Bidder's attention is directed to the specific requirements for utilization of minorities and females as set forth belaw. 2. Goals. a. Goals for minority and female participation are hereby established in accordance with 41 CFR 60-4. b. The goals for minority and female participation expressed in percentage terms for the Contractor's aggregate work force in each trade on all construction work in the covered area, are as follows: Goals for minority Goals for female participation in participation in each trade (per- each trade (per- cen t) cen t) See Table 1 6.9 c. These goals are applicable to all the Contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. Tf the Contractor performs construction work in a geographical area located outside af the covered area, it shall apply the goals established far such geographical area where the work is actually performed. With regard to this second area, the Contractor also is subject to the goals for both its federally involved and non-federally involved construction. The Contractor's compliance with the Exeeutive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation ofthe Standard Federal Equal Emptoyment Opportunity Construction Contract Speciitcations Special Provision and its efforts to meet the goals. The hours of minority and female employment and training must be substantiafly uniform throughout the length of the contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and wonnen evenly on each of its projects. The transfer of minority and female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of ineeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 1-5 000---004 05-04 d. A contractor or subcontractor will be considered in compliance with these provisions by participation in the Texas Highway-Heavy Branch, AGC, Statewide Training and Af�rmative Action Plan. Provided that each contractor or subcontractor participating in this plan must individually comply with the equal opportunity clause set forth in 41 CFR 60-1.4 and must make a good faith effort to achieve the goals set forth for each patrticipating trade in tl�e plan i�� which it has employees, The overall good performance of other contractors and subcontractors toward a goai in an approved plan does not excuse any covered contractor's or subcontractor's failure to make good faith efforts to achieve the goals contained in these provisions, Contractors or subcontractors participating in the plan must be a61e to demonstrate their participation and document their compliance with the provisions of this Plan. 3. Su6contracting. The Contractor shall provide written notification to the Department within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work unde►• the contract resulting from this solicitation pending concurrence of the Department in the award. The notification shall list the names, address and telephone number of the subcontractor; etnployer identification number; estimated dallar amount of the subcontract; estiznated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. Covered Area. As used in this special provision, and in the contract resulting from this solicitation, the geographical area covered by these goals for female participation is the State of Texas. The geographical area covered by these goals for other minorities are the counties in the State of Texas as indicated in Table ]. 5. Reports. The Contractor is hereby notified that he may be subject to the Of�ce of Federal Contract Compliance Programs (OFCCP) reporting and record keeping requirements as provided for under Exec�ative Order 11246 as amended. O�CCp will provide direct notice to the Contractor as to the specific reporting ►•equirements that he will be expected to fulfill. 2-5 000---004 OS-04 County Anderson Andrews Angelina Aransas Archer Armstrong Atascosa Austin �ailey Bandera Bastrop Baylor Bee Bell B exar Blanco Borden Bosque Bowie Brazoria Brazos $rewster Briscoe Brooks Brown Burleson Burnet Caldwell Calhoun Callahan Cameron Camp Carson Cass Castro Chambers Cherokee Childress Clay Cochran Coke Coleman Collin Collingsworth Colorado Comal Comanche Table 1 Gonts for Minority Pnrticipation County 22.5 Concho 18.9 Cooke 22.5 Coryell 44.2 Cottle 11.0 Crane 11.0 Crockett 49.4 Crosby 27.4 Culberson 19.5 Dallam 49.4 Daflas 24.2 Dawson l 1.0 Deaf Smith 44.2 Delta 16.4 Denton 47.8 DeWitt 24.2 Dickens 19.5 Dimmit 18.6 Donley 19,7 Duval 27.3 Eastland 23.7 Ector 49.0 Edwards 11.0 Ellis 44.2 EI Paso 10.9 Erath 27,4 Falls 24.2 Fannin 24.2 Fayette 27.4 Fisher 11.6 Fioyd 71.0 Foard 20.2 Fort Bend 11.0 Franklin 20.2 Freestone ll.0 Frio 27.4 Gaines 22.5 Galveston I1.0 Garza 12.4 Gillespie 19.5 Glasscock 20.0 Goliad 10,9 Gonzales 18.2 Gray 11.0 Grayson 27.4 Gregg 47,8 Grimes 109 Guadalupe 3-S Goals for Minority Participation 20.0 17,2 16.4 1 l .0 I 8.9 20 A 19.5 49.0 11.0 18.2 19.5 11.0 17.2 18,2 27.4 19.5 49.4 11.0 44.2 10.9 15.1 49.4 18.2 57.8 17.2 18.6 17.2 27.4 10.9 19.5 11.0 27.3 17.2 1$.6 49.4 ] 9.5 28.9 ] 9.5 49.4 18.9 27.4 49.4 11.0 9,4 22.8 27.4 47.8 000---004 OS-04 County Hale Hall Hamilton Hansford Hardeman Hardin Harcis Harrison Hartley Haskell Hays i�3emphitl Henderson Hidalgo Hill Hockley Hood Hopkins Houston Howard Hudspeth Hunt Hutchinson Irion Jack Jackson Jasper Jeff Davis Jefferson Jim Hogg Jim Wells Johnson Jones Kames Kaufman Kendall Kenedy Kent Kerr Kimble King Kinney K e e'rg - Knox Lamar Lamb Lampasas LaSalle Goals for Minority P�rticipation County 19.5 Lavaca 11,0 Lee 18.6 Leon 11.0 Liberty 11,0 Limestone 22.6 Lipscomb 27,3 Live Oak 22.8 Llano 11.0 Loving 10.9 Lubbock 24.1 Lynn 11.0 Madison 22.5 Marion '72.8 Mnrtin 18.6 Mason 19.5 Matagorda 18.2 Maverick 17.2 McCulloch 22.5 McLennan 18.9 McMullen 49.0 Medina 17.2 Menard 11,0 Midland 20.0 Milam 17.2 Mills 27,4 Mitchell 22.6 Montague 49.0 Montgomery 22.6 Moore 49.4 Morris 44.2 Motiey 18.2 Nacogdoches 11.6 Navarro 49.4 Newton 18.2 Nolan 49.4 Nueces 44.2 Ochiltree 10.9 Oldham 4y.4 Orange 20.0 Palo Pinto 19.5 Panola 49.4 Parker 44:2 Parnier _ 10.9 Pecos 20.2 Polk 19.5 Potter 18.6 Presidio 49.4 Rains 4-5 Goals for Minority Participation 27.4 24.2 27.4 273 I 8.6 11.0 44.2 24.2 18.9 l 9,6 ] 9.5 27.4 22.5 18.9 20,� 27,4 49.4 20.0 20.7 A9.4 49,4 20.0 19.1 18.6 I 8.6 10.9 17.2 27.3 11.0 20.2 19.5 22.5 17.2 22.6 10.9 ai,� 11.0 11,0 22.6 17.2 22,5 18.2 - � 1.0 2 8,9 27.4 9.3 49.0 l 7.2 000---004 05-04 County Randall Reagan Real Red River Reeves Refugio Roberts Robertson Rockwall Runnels Rusk Sabine San Augustine San Jacinto San Patricio San Saba Schleicher Scurry Shackelford Shelby Sherman Smith Somervel l Starr Stephens Sterling Stonewall Sutton Swisher Tarrant Taylor Terrell Terry Throckmorton Titus Tom Green Travis Trinity Tyler Upshur Upton Uvalde Val Verde Van Zandt Victoria Walker Waller Ward Washington Goals for Minority Participation 9.3 20.0 49,4 20.2 18.9 44.2 11.0 a�.a 18.2 20.0 22.5 22.6 22.5 27.4 41.� 20.0 20.0 10.9 10.9 22.5 11.0 23.5 17.2 72.9 10.9 20.0 10.9 20.0 11.0 18.2 11.6 20.0 19.5 10.9 20.2 19.2 24.1 27.4 22.6 22.5 ] 8.9 49.4 49.4 17.2 27.4 27.4 27.3 18.9 27.4 County Webb W harton Wheeler Wichita W ilbarger W illacy Wiltiamson W ilson Winkler Wise Wood Yoakum Young Zapata Zavala 5-5 Goals for Minority Participation 87.3 27.4 11,0 12.4 11.0 72.9 24.1 49.4 18.9 I 8.2 22.5 19.5 11.0 49.4 49.4 040---004 OS-04 2004 Specifications SPECIAL PROVISION 000---006 Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these specifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any persan to whom the Director delegates authority; c. "Employer identification number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. d. "Minority" includes: (i) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples ofthe Far East, Southeast Asia, the Indian Subcontinent, or the Paciftc Islands); and (iv) American Indian or Alaskan Native (all persons having origins in any of the original peop(es of North American and maintaining identifiable tribal affiliations through membership and participation or community identification). 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the app�icable goals for minoz•ity and feznale participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U. S. Department of Labor in the cover•ed area either individually or through an association, its affirmative action obligations on a11 work in the Plan area (including goals and tinnetables) shall be in accordance with that plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individualty required to comply with its 1-6 000---006 OS-04 obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith eiforts to achieve the Plan goals and timetables. 4. The Contractor shall i►nplement the speeific affirmative action standards provided in paragraphs �a through p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and trainin� of minority and female utilization the Contraetor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered coi�struction eontractors performing contracts in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the contract is being performed. Goals are published periodically in the Federa! Register in notice %rm and such notices may be obtained from any Of�ce of Federal Contract Compliance Programs office or any Federal procurement contracting officer. The Contractor is expected to make substantially uniform progress toward its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contraetor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employrnent opportunities. Trainees must be trained pursuant to training programs approved by the U. S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions, The Contractor shall document these efforts fully, and shall implement affi►•mative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's etnployees are assigned to work. The Contractor, where possible, will.assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to rninority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions llave employment opportunities available, and maintain a recard of the organizations' responses. 2-6 000---006 OS-04 c. Maintain a current file of the names, addi•esses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruiiment source or• community organization and of what action was taken with respect to each such individual. If such individua! was sent to the union hiring halt for referral and was not referred back to the Contractor by the union or, if referred, not employed hy the Contractor, this shall be documented in the file with the reason therefor, along with �vhatever additional actions the Contractor may have taken. ci. Provide immediate written notiftcation to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral Process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the job training opportunities and/or participate in training programs foc the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs fiinded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above, f. Disseminate the Contraetor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperatioa in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and Collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specifc review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each loeation where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these speci�cations with all employees liaving any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with onsite supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shsll be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. . Disseminate the Contractor's EEO policy externally by including it in any advertising in the news rnedia, speeifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitinent efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of 3-6 000---006 OS-04 applicatians for apprenticeship or other training by any recruitment source, the Contractor shal) send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encoura�e present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer and vacation employment to minority and fema(e yotith both on the site and in other areas of a Contractor's workforce. k. Validate ail tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. l. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities And encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are non-segregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and rnaintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to nninority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and a�rmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of these Specifications provided that the contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation, makes a good faith effort to rneet its individual goals and timetables, and can provide access to docurnentation which demonstrates the effectiveness of actions taken on behalf of the Contractor, The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both 4-6 000---006 OS-04 � minority and non-minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate rnanner (for example, even though the Contractor has achieved its goa(s for women general(y, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). l0. Nondiscrimination programs require that Federal-aid recipients, subrecipients, and contractors prevent discrimination and ensure nondiscrimination in alt of their programs and activities, whether those programs and activities are federally funded or not. The factors prohibited fram serving as a basis for action or inaction which discriminates include race, color, national origin, sex, age, and handicap/disability. The efforts to prevent discrimination must address, but not be limited to a program's impacts, access, benefits, participation, treatment, services, contracting opportunities, training opportunities, investigations of complaints, allocations of funds, prioritization of projects, and the functions of right-of-way, research, planning, and design. 11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Goven�ment contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanetions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order ] 1246, as amended. 13. The Contractor, in fulfilling its obligations under these speci�cations, shall implement specifc affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifieations, so as to achieve maximum results from its efforts to ensure equal employment apportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shal) proceed in accordance with 41 CFR 60-4.8. 14. The Gontractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government and to keep records, Records shall at teast include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social seeurity number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or taborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations. at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shaIl not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., tl�ose under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 5-6 000---006 OS-04 16, In addition to the reporting requirements set forth elsewhere in this contract, the Contractar and the subcontractors holding subcontracts, not Including material supplier5, of $t0,000 or more, shall submit for every manth of July durir►g �hich work is per-formed, employment data ss containad under Form PR 1391 (Appendix C to 23 CFR, Part 230), and in accordance with the instructions included thereon. 6-6 000---006 05-04 2004 Specifications SFECIAL PROVISION 000---009 Certi�cation of Nondiscrimination in Employment By signing this proposal, the bidder certifies that he has participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114, or l 1246, or if he has not participated in a previous contract of this type, or if he has had previous contract or subcontracts and has not ixled, he will izle with the Joint Reporting Committee, the Dixector of the Office of Federal Contract Corzipliance, a Federal Government contracting or adnninistering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. Nate: The above certi�cation is required by the Equal Employment Opportunity Regulati4ns of the Secretazy of Labor (41 CFR 60-1.7(b)(1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subco�tracts which are subject to the equal opportuniry clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. k'roposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b)(1) prevents the award of eontracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U. S. Department of Labor. 1-1 000---009 04-04 2004 Specifications 000---011 Department Ilivision Mailing and Physical Addresses For this project, Item 000, "Department Division Mailing and Physical Addresses," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changcd hereby. Use the information in Table l to contact the Department Divisions referenced in the Standard Specifications or Special Provisions and Special Specifications in the Contract. This listing is for the purposes of providing addresses for transmission �f information in accordance with the specifications. Unless otherwise stated in the speci�cations, address all correspondence and transmissian of information to the Engineer responsibie for the oversight of construction. Submit bidding documents to the location shown in the official advertisement. Address changes will be posted on the Department's Internet site at http://www.dot.state.tx.tis/. Tnble 1 Aepflrhnent Divisioa Malling and Physlcal Adda•esses Dlvislon/Section iVnme U.S. Post Office Address Phystcnl Address Bridge Dlviston Constructfon Divlsion Construction Section Materials & Paventents Sectian _. _ _ SPECIAL PROVISION Texas Department of Transportation Bridge Division 125 E 11'h Street Ai�stin TX 78701-2483 Texas Department of Transportatian Construction Division Constr►tction Section 200 E, Rivers3de Drive Austin TX 78704 Texas Department of Transportetion Construction Division Materinls & Pavements (CP51) l25 E 11'h Sheet Austin TX 78'701-2a83 1-2 Bridge Division Fabrication Branch 1 i 8 E. Riverside Dr. Atastin, Texas �8704 (512) 416-2187 Construction Division 200 E. Riverside Dr. 1" floor, I B.1 Austin, TX 78704 (512)41Cr2490 1-800-6$7-3525 Construction Division Materials & Pavements Cedar Park Campus, Bldg. Sl 9500 Lalce Creek P�rkway Austin, TX 78717 S12-S06-5800 000---011 09-04 bivision/Sectlon Name U.S. Post Office Address Physlcal Address Maintenonce Divlsion Maintenance Section Texas Department of Transportetion Maintenance Division Maintanance Sectlon 125 E 11�' Street Austin,TX 78701 Maintenancc Division Maintenance Section 150 East Riverside Drive Fow�th Floor, North Tower Austin, TX ?8704 (512)416-3185 Vegetation Management Section Traffic Operations Division Tra�c Operations Division Tra�c Engineering Traffic Management-ITS Branch Tra�c Managetnent- Signal/Radio Brench Texas Department of Transportation Maintenance Division Vegetation Management Section 125 E I 1'�' Street Austin, TX 78701 Texas Deparhnent of Transportation Trnffic O�erations Division 125 E 1 I� Street Austin TX 78701 Texas Department of Transportation Traffic Operations Division Traffic Engineering Section 125 E 11'h Street Austin TX 78701 Texas pepartment of Transportation Traffic Operations Division Traffic Management Sectinn 125 E 1 l'h Street Austin TX 78701 Texas Depai�tment of Transportntion Traffic Operations Division Tra�c Management Section- Signal/Radio Branch ] 25 E 11'�' Sh•eet Austin TX 78701 2-2 Maintenance Division Vegetation ManagementSection 150 East Riverside nrive Fourth Ploor, North Tower Austin, TX 78704 (512)41G-3093 Texas Department of Transportation Traffic Qperations Division 200 E, Riverside Bldg, I l8 Austin, Texas 78704 512-416-3200 Texas Department of Transportation Traffic Operations Division Traffic Engineering Section 200 E. Riverside Bldg. l 18 Austin, Texas 78704 (512)416-3118 Texas Department of Transportation Trnffic Oper�tions Division Traffic Management Section Cedar Park Cnmpus, Bldg, S I 9500 Lalce Creek Parkway Austin, TX 78717 S12-50G-5100 Texas Department of Trxnsportation Traffic Operations Divislon Traffic Management Section- Signal/Radio Brnnch Cedar Park Camptis, Bldg. 51 9500 Lake Creek Perkway Austin, TX 78717 SI2-506-5100 000---011 09-04 2004 Specifications Federal-Aid Projects Only SPECIAL PROVISTON 000--1483 Notice of Changes to U.S. Department of Labor Required Payroll Information Do not include employee addresses and social security numbers on the payroll submissions to the department. In lieu of the social security number, iz�clude an individually identifying number for each employee (Example: last four digits of the individual's social security nunnber). Maintain the full social security number and current address of each covered employee in files for 3 years after project completion and make the infornnation available upon the Department's request. �ortn FHWA 1273 and optional form WH-347 will be revised in the future to reflect these changes. 1-1 000--1483 O1-09 2004 Specifications SPECIAL PROVISION 000--1676 4n-the-Job Training Program 1. Descriptlon. The primary objective of this Speciai Provision is the t►�aining and advancement of minorities, woinen and economically disadvantaged persans toward jot�rneyworlcer status. Accordingly, make every effort to enroll minority, women and economiGally disadvantaged persons to the extent that such persons are available within a reasonable ares of recruitment. This training commitment is nat intended, and shall not be tised to discriminate against any applicant foi� training, whether or not he/she is a mecnber of a minority group. 2. Trai►iee Assignment. Training assignments are detercnined based on the past contract volutne of federal-aid worlc performed with the Department. Contractors meeting the selection criteria will be notified of their tcaining assignment at the beginning of the reporting year by the Department's Office of Civil Rights. 3. Program Requfreroents. Fulfi(I all ofthe requirements ofthe On-the-Job Training Program including the maintenance of records and submitta! af periodic reports doeumenting progra�n performance. Trainees shall be paid at least 60% ofthe appropriate minimam journeyworker's rate specified in the contract for the first half of the training period, 75% for the third quarter and 90% for the last quarter, respectivefy. Contractors may be reimbursed $0.80 per training hour at no additional cost to the Department. 4. Compliance. The Contractor will have fiilfilled the contractual responsibilities by having p►•ovided acceptable training to the number oftrainees specified in their goal assignment. Noncompliance may be cause for eorrective and appropriate measures pursuant to Article 8.6., "Abandonnlent of Work or Default of Contract," which may be used to comply with the sanctions for noncompliance pursuant to 23 CFR Part 230. 1-1 000--1676 07-09 2004 Specifications SPECIAL PROVISION 000--1966 Disadvantaged Business Enterprise in Federal Aid Contracts 1, Description. The purpose of this Special Provision is to carry out the U. S. Department of Transportation's (DOT) policy of ansuring nondiscrimination in the award and administration of DOT assisted contracts and creating a level playing field on which firms owned and controlled by individuais who are determined to be socially and econ�mically disadvantaged can compete fairly for DOT assisted contracts. If the Disadvantaged Business Enterprise (DBE) goal is greater than zero, Article A, "Disadvantaged Business Enterprise in Federal A,xd Contracts", of this Special Provision shall apply to this contract. If there is no DBE goal, Article B, "Race-Neutral DBE Participation", of this Special Provision shall apply to this contract. The percentage goal for DBE participation in the work to be performed under this contract will be shown on the proposal. A. Article A. Disadvantaged Business Enterprise in Federal Aid Contracts. 1. Policy. It is the policy of the DOT and the Texas Department of Transportation (henceforth the "Department") that DBEs, as defined in 49 CFR Part 26, Subpart A and the Department's DBE Pzogram, shall have the opportunity to paz-ticipate in the performance of contracts �nanced in whole or in part with Federal funds. The DBE requirements of 49 CFR Part 26, and the Department's DBE Prvgram, apply to this contract as follows: a. The Contractor will solicit DBEs through reasonable and available means, as defined in 49 CFR Part 26, Appendix A and the Department's DBE Program, or show a good faith effort to meet the DBE goal for this contract. b. The Contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these ceguirements is a material breach of this contxact, which may result in the termination of this contract or such other re�nedy as the recipient deems appropriate. c. The requirements of this Special Provision shall be physicaqy included in any subcontract. d. By signing the contract proposal, the Bidder is certifying that the DBE goal as stated in the proposal will be met by obtaining commitments from eligible DBEs or that the Bidder will provide acceptable evidence of good faith effort to meet the commitment. The Department will determine the adequacy of a Contractor's efforts to meet the contract goal, within ] 0 business days, 1-11 000--1966 06-10 excluding national holidays, from receipt of the information outlined in this Special Provision under Section 1.A.3, "Contractor's Responsibilities." If the requirements of Section 1.A.3 are met, the conditional situation will be removed and the contract will be forwarded to the Contractor for execution. 2. De�nitions. a. "Broker" is an intermediary or middleman that does not take possession of a commodity or act as a regular dealer selling to the public. b. "Disadvantaged Business Enterpxise" or "DBE" is defined in the standard specifications, Article l, Deftnition of Terms. c. "DBE Joint Venture" means an association of a DBE firm and 1 or more other firm(s) to carry out a single business entecprise for profit for which purpose they combine their property, capital, efforts, skills and knowledge, and in which the DBE is responsible for a distinct, clearly defined portion ofthe work of the contract and whose share in the capital contribution, control, management, risks, and profits of the joint venture are commensurate with its awnership interest. d. "DOT" means tha U.S. Department of Transportation, including the Office of the Secretary, the Pederal Highway Administration (FHWA), the Federal Transit Administration (FTA), and the Federal Aviation Administration (FAA). e. "Federal Aid Contract" is any contract between the Texas Department of Transportation and a Contractor which is paid for in whole or in part with DOT financial assistance. f. "Good Faith Effort" means efforts to achieve a DBE goal or other requirement of this Special Provision which, by their scope, intensity, and appropriateness to the objective, can reasonably be expected to fulfill the program requirement. g. "Manufacturer" is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contraet and of the general character described by the specifications." h. "Race-consciaus" means a measure or program that is focused speciiically on assisting only DBEs, including women-owned businesses. i. "Race-neufra] DBE Participation" means any parficipation by a DBE through customaiy competitive procurernent procedures. j. "Regular Dealer" is a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials, supplies, articles or equiptnent of the general character described by the specifications and required under the contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business. To be a regular dealer, the firm must be an established, regular business that engages in, as its principal business and under its own tiame, the purchase and sale or Iease of the products in question. 2-1 1 000--1966 06-10 A regular dealei• in such bulk items as steel, cement, gravel, stone, and petroleum products need not keep such products in stock if it owns and operates distribution equipment for the products. Any supplementing of regular dealers own distribution equipment shall be by a long-term lease agreement and not on an ad hoc or contract-by-contract basis. Brokers, packagers, manufacturers' representatives, or other persons who arrange or expedite transactions shall not be regarded as a regular dealer. k, "Texas Unified Certification Program" or "TUCP" provides one-stop shopping to applicants for certification, such that applicants are required to apply only once for a DBE certification that will be honored by all recipients of federal funds in the state. The TUCP by Memorandum of Agreement established six member entities to serve as certifying agents for Texas in specified regions. 3. Contractor's Responsibilities. These requirements must be satisfied by the Contractor. a. After conditional award of the contract, the Contractor shall submit a completed Form SMS.4901 "DBE Commitment Agreement", Fxom SMS 4901-T "DBE Trucking Comtnitment Agreement", or Form SMS.4901-MS "DBE Material & Supplier Commitment Agreement" for each DBE he/she intends to use to satisfy the DBE goal or a good faith effort to explain why the goal could not be reached, so as to anive in the Department's Office of Civil Rights (OCR) in Austin, Texas not later than 5:00 p.m. an the l 0�' business day, excluding national holidays, after the conditional award of the contract, When requested, additional time, not to exceed 7 business days, excluding national holidays, may be granted based on documentation submitted by the Contractor. b. DBE prime Contractors may receive credit toward the DBE goal for work performed by his/her own forces and work subcontracted to DBEs. A DBE prime must make a good faith effort to meet the goals. In the event a DBE prime subcontracts to a non-DBE, that information must be reported on Form SMS.4902. c. A Contractor who cannot meet the contract goal, in whole or in part, shall nnake adequate good faith efforts to obtain DBE participation as so stated and defined in 49 CFR Part 26, Appendix A. The following is a list of the types of action that may be considered as good faith efforts. It is not intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases. s Soliciting through all reasonable and available means (e.g. attendance at prebid meetings, advertising, and/or written notices) the interest of aIl certified DBEs who have the capability to perform the work of the contract. The solicitation must be done within sufficient time to allow the DBEs to respond to it. Appropriate steps must be taken to follow up initial solicitations to determine, with certainty, if the DBEs are interested. 3-11 000--1966 06-10 • Selecting portions of the work to be performed by DBEs in order to increase the likelihood that tile DBE goals will be achieved. This includes, whei•e apprapriate, breaking out contract work items into economically feasible units to facilitate DBE participation, even when the Contractor might otherwise prefer to perform the work items with its own forces. • Pi•oviding interested DBEs with adequate inforrnation about the plans, specif cations, and requirements of the contract in a timely manner to assist them in responding to a solicitation. • Negotiating in good faith with interested DBEs to make a portion of the work avai(able to DBE subcontractors and suppliers and select those portions of the work or material needs consistent with the available DBE subcontractors and suppliers, so as to facilitate DBE participation. Evidence of such negotiations includes the names, addresses, and telephone numbers of DBEs that were considered; a description of the infonnation provided regarding the plans and specifications for the work selected for subcontracting; and evidence as to why additional agreements could not be reached for DBEs to perform the work. � A Bidder using good business judgment would consider a nu�nber of factors in negotiating with subcontractors, including DBE subcontractors, and would take a firm price and capabilities as well as contract goals into consideration. Hawever, the fact that there may be some additional cost involved in finding and using DBEs is not in itself sufficient reason for a bidders failure to meet the Contract DBE goal as Iong as such cost are reasonable. A(so, the ability or desire of the Contractor to perform the work of the Contract with its own organization does not relieve the Bidder of the responsibility to make good faith effort. Contractors are not, however, required to accept higher quotes from DBEs if the price difference is excessive or unreasonable. • Not rejecting DBEs as being unqualified without sound reasons based on a thorough investigation of their capabilities. The Contractor's standing within its industry, membership in specific groups, organizations, or associations and political or social affiliations (for example union vs. non- unian employee status) are not legitimate cause for the rejection or non- solicitation of bids and the Contractors efforts to meet the project goal. • Making efforts to assist interested DBEs in obtaining bonding, lines of credit, or insurance as required by the recipient or Contractor. • Making efforts to assist interested DBEs in obtaining necessary equipment, supplies, materials, or related assistance or services. • Effectively using the services of available minority/women community organizations; minoritylwomen Contractors' groups; local, state, and Federal minority/women business assistance offices; and other organizations as allowed on a case-by-case basis to provide assistance in the recruitment and placement of DBEs. 4-1 l 000--1966 06-10 • If the Program Manager of the OCR determines that the Contractor has failed to meet the good faith effort requirements, the Contractor will be given an opportunity for reconsideration by the Director of the OCR. d. Should the bidder to whom the contract is conditionally awarded refuse, neglect or fail to meet the DBE goal or comply with good faith effort requirements, the proposal guaranty filed with the bid shall become the property of the state, nat as a penalty, but as liquidated damages to the Department. e. The preceding information shall be submitted directly to the Office of Civil Rights, Texas Department of Transportation, 125 E. 1 lth Street, Austin, Texas 78701-2483. f. The Contractor shall not terminate for canvenience a DBE subcontractor named in the commitment submitted under Section 1.A.3.a, of this Special Provision. Prior to terminating or removing a DBE subcontractor named in the commitment, the Contractor must have a written consent of the Department. g. The Contractor shall also make a good faith effort to replace a DBE subcontractor that is unable to perform successfully with another DBE, to the extent needed to meet the contract goal. The Contractor shall submit a connpleted Form 4901 "DBE Commitment Agreement", Frozn SMS 4941-T "DBE Trucking Commitcnent Agreement", ar Form SMS.49Q1-MS "DBE Material & Supplier Commitment Agreement" for the substitute DBE firm(s). Any substitution of DBEs shall be subject to approval by the Department. Prior to approving the substitution, the Department will reguest a statement from the DBE concerning it being replaced. h. The Contractor shall designate a DBE liaison officer who will administer the Contractor's DBE program and who will be responsible for maintenance of records of efforts and contacts made to subcontract with DBEs. i. Contractors are encouxaged to investigate the services offered by banks owned and controlled by disadvantaged individuals and to make use of these banks where feasible. 4. Eligibility of DBEs. a. The member entities of the TUCP certify the eligibility of DBEs and DBE joint ventures to perform DBE subcontract work on DOT financially assisted contracts. b. The Department maintains the Texas Uni�ed Certification Program DBE Directory containing the names of firms that have been certified to be eligible to participate as DBE's on DOT finaneially assisted contracts. This Direetory is available from the Department's OCR. An update of the Directory can be found on the Internet at http://www.dot.state.tx.us/business/tucp/default,htm. 5-I 1 000--19G6 06- l 0 c. Only DBE firms certified at the time commitments are submitted are eligible to be used in the iiaformation furnished by the Contractor as required under Section 1,A.3.a, and 3.g. above. For purposes of the DBE goal on this project, DBEs will only be allowed to perform work in the categories of work for which they are certified. d. Only DBE firms certified at the time of execution of a contracUsubcontracdpurchase order, are eligibie for DBE goal participation, 5. Determination of DBE Participation. When a DBE participates in a contract, only the values of the work actually per#'ormed by the DBE, as referenced below, shall be counted by the prime contractor toward DBE goals: a. The total amount paid to the DBE for work performed with his/her own forces is counted toward the DBE goal. When a DBE subcontracts part of the work of its contract to another firm, the value of the subcontracted work may be counted toward DBE goals only if the subcontractor is itself a DBE. Work that a DBE subcontracts to a non-DBE firm does not count toward DBE goals. b. A Contractor may count toward its DBE goal a portion of the total value of the contract amount paid to a DBE joint venture equal to the distinct, clearly defined portion of the work of the contract performed by the DBE. (1) A Contractor may count toward its DBE goal only expenditures to DBEs that perform a commercially useful function (CUF) in the work of a contract or purchase order. A DBE is considered to perform a CUF when it is responsible for execution of the work of the contract and is carrying out its respor�sibilities by actually performing, managing, and supervising the work involved. To perform a CUF, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, and installing (where applicable) and paying for the material itself. In accordance with �9 CFR Part 26, Appendix A, guidance concerning Good Paith Efforts, contractors may make efforts to assist interested DBEs in obtaining necessary equipment, supplies, materials, or related assistance or services. Contractors may not however, negotiate the price of materials or supplies used on the contract by the DBE, nor may they determine quality and quantity, order the materials themselves, nor install the materials (where applicable), or pay for the material themselves. Contractors however, may share the quotations they receive from the material supplier with the DBE firm, so that the DBE firm may negotiate a reasonable price with the material supplier. In all cases, prime or other non-DBE subcontractor assistance will not be credited toward the DBE goal. 6-11 000--1966 06-10 (2) A DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, contract, or project through which funds are passed in order to obtain the appearance of DBE participation. Consistent with industry practices and the 170T/Department's DBE program, a DBE subcontractor may enter into second-tier subcontracts, amounting up to 70% of their contract. Work subcontracted to a non- DBE does not count towards DBE goals. Tf a DBE does not perform or exercise responsibility for at least 30% of the total cost of iis contract with its own work force, or the DBE subcontracts a greater portion of the work of a contract than would be expected on the basis of normal industry practice for the type of work involved, it will be presumed that the DBE is not performing a CUF (3) A DBE trucking �rm (including an owner operator who is certified as a DBE is considered to be performing a CUF when the DBE is responsible for the management and supervision of the entire trucking operation on a particular contract and the DBE itself owns and operates at least 1 fully licensed, insured, and operational truck used on the contract. (a) The Contractor receives credit for the total value of the transportation services the DBE provides on a contract using trucks it owns, insures, and opecates using drivers it employs. (b) The DBE may lease trucks from anotkzer DBE firm, including an owner operator who is certified as a DBE. The DBE who leases trucks from another DBE receives credit for the total value of the transportation services the lessee DBE provides on the Contract. (c) T'he DBE may also lease trucks from a non-DBE firm, including fram an owner-operator. The DBE who leases trucks from a non- DBE is entitled to credit for the total value of transportation services provided by non-DBE lessees not to exceed the value of transportation services provided by the DBE-owned trucks on the contract. Additional participation by non-DBE lessees receive credit only for the fee or commission it receives as result of the ]ease arrangement (d) A(ease must indicate that the DBE has exclusive use of and control over the trucks giving the DBE absolute priority for use of the Ieased trucks. Leased trucks must display the name and identification number of the DBE. (4) When a DBE is presumed not to be performing a CUF the DBE may present evidence to rebut this presumption. (5) Project materials or supplies acquired frotn an affiliate of the prime contractor can not directly or indirectly (2°d or lower tier subcontractor) be used for DBE goa] credit. 7-11 000--1966 06-10 c. A Contractor may count toward its DBE goals expenditures for materiats and supplies obtained from a DBE manufacturer, provided that the DBE assumes the actual and contractual responsibility for the materials and supplies. Count expenditures with DBEs for materials or supplies toward DBE goals as provided in the following: (1) If the materials ar supplies are obtained from a DBE manufacturer, count 100% of the cost of the materials or supplies toward DBE goals. (Deftnition of a DBE manufacturer found at lA.c.(1) of this provision.) For purposes of this Section (I .A.c.(1)), a manufacturer is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract and of the general character described by the speci�ications. (2) If the materials or supplies are purchased from a DBE regular dealer, count 60% of the cost of the materials or supplies toward DBE goals. For purposes of this Section (1.A.S.c.(2)), a regular dealer is a firm that owns, operates, or nnaintains a store, warehouse, ar other establishment in which the materials, supplies, articles or equipment of the genaral charaeter described by the specifications and required under the contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business: (A) To be a regular dealer, the firm must be an established, regular business that engages, as its principal business and under its own name, in the purchase and sale or lease of the products in questian. (B) A person may be a regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone or asphalt without owning, operating, or maintaining a place of business as provided in the first paragraph under Section I,A.S.c.(2), if the person both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by a long-term lease agreement and not on an ad hoc or contract-by-contract basis. (C) Packagers, brokers, manufacturers' representatives, or other persons who arrange or expedite trans.actions are not regular dealers within.the meaning of Section 1.A.S.c,(2). (3) With respect to materials or supplies purchased from DBE which is neither a manufacturer nor a regular dealer, count the entire amount of fees or commissions charged far assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supp(ies required on a job site, toward DBE goals, provided you deterrnine the fees to be reasonable and not excessive as compared with fees customarily allowed for similar services. 8-11 000--1966 06-10 Do not count any portion of the cost of the materials and supplies themselves toward DBE goals. (4) Count the entire amount of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional, technical, consultant or managerial services, or for providing bonds or insurance specifically required for the performance of a DOT-assisted contract, toward DBE goals, provided you determine the fee to be reasonable and not excessive as compared with #'ees customarily allowed for similar services. d. If the Contractor chooses to assist a DBE firm, other than a manufacturing material supplier or regular dealer, and the DBE firm accepts the assistance, the Contractor may act solely as a guarantor by use of a two-party check for payment of materials to be used on the project by the DBE. The tnaterial supplier must iavoice the DBE who will present the invoice to the Contractor. The Contractor may issue a joint check to the DBE and the material supplier and the DBE frm must issue the remittance to the material supplier. No funds shall go directly from the Contractor to the material supplier. The DBE firm may accept or reject this joint checking arrangement. The Contractor nnust obtain approval from the Department prior to implementing the use of joint check arrangements with the DBE. Submit to the Department, Joint Check Approval Form 21�8 for requesting ap�roval. Provide copies of cancelled joint checks upon request. No DBE goal credit will be allowed for the cost of DBE materials that are paid by the Contractor directly to the material supplier. e. No DBE goal credit will be allowed for supplies and equipment the DBE subcontractor leases from the contractor or its affiliates. f. No DBE goal credit will be allowed for the period of time determined by the Department that the DBE was not performing a CUF. The denial period of time may occur before or after a determination has been made by the department. In case of the denial of credit for non-performance of a CUF of a DBE, the Contractor will be required to provide a substitute DBE to meet the contract goal or provide an adequate good faith effort when applicable. 6. Records and Re�orts. a. The Contractor shall submit monfhly reports, after work begins, on DBE payments to meet the DBE goal and for DBE or HUB race-neutral participation. Report payments made to non-DBE HUBs. The monthly report is to be sent to the Area Engineer. These reports will be due within 15 days after the end of a calendar month. These reports �vill be required until all DBE subcontrae,ting or material supply activity is completed. Form SMS.4903, "DBE Progress Report," is to be used for monthly reporting. Form. SMS.4904, "DBE Final Report," is to be used as a final summary of DBE payments submitted upon completion of the project. 9-11 000--1966 06-10 The original final report must be submitted to the OCR and a copy must be submitted to the Area Engineer. These forms may be obtained from the Department or may be reproduced by the Contractor. The Depa►-tment may verify the atnounts being reported as paid to DBEs by requesting copies of cancelled checks paid to DBEs on a random basis, Cancelled checks and invoices should reference the Department's project number, b. DBE subcontractors and/or material suppliers should be identified on the monthly report by Vendor Number, name, and the amount of actual payment made to each during the monthly period. Negative reports are required when no activity has occurred in a monthly period. c. All such records must be retained for a period of 3 years following completion of the contract work, and shall be available at reasonable times and places for inspeetion by authorized representatives of the Department or the DOT. Provide copies of subcontracts or agreements and other documentation upon request. d. Prior to receiving final payment, the Contractor shall submit Form SMS.4904, "DBE Final Report". If the DBE goal requirement is not met, documentation supporting Good �aith Efforts, as outlined in Section 1.A.3,c of this Special Provision, must be submitted with the "DBE Final Report." e. Provide a certification of prompt payment in accordance with the Department's prompt payment procedure to certify that all subcontractors and suppliers weze paid from the previous months payments and retainage was released for those whose work is complete. Submit the completed form each month and the month following the month when final accepYance occurred at the end of the project. 7. Compliance of Contractor. To ensure that DBE requirements of this DOT assisted contract are complied with, the Department will monitor the Contractor's efforts to involve DBEs during the performance of this contract. This will be accomplished by a review of monthly reports submitted to the Area Engineer by the Contractor indicating his progress in achieving the DBE contract goal, and by compliance reviews conducted on the project site by the Department, The Contractor shall receive credit toward the DBE goal based on actual payments to the DBE subcontractor. The Contractor shall notify the Area Engineer if he/she withholds or reduces payment to any DBE subcontractor. The Contractor shall submit an affidavit detailing the DBE subcontract payments prior to receiving final payment for the contract. Contractors' requests for substitutions of DBE subcontractors shall be accompanied by a detailed explanation which should substantiate the need for a substitution. The Contractor may not be allowed to count work on those items baing substituted toward the DBE goal prior to approval of the substitution from the Department. 10-11 000--1966 06-10 The prime Contractor is prohibited from providing work crews and equipment to DBEs. DBE Goal credit for the DBE subcontractors leasing of equipment or purchasing of supplies from the prime contractor or its affiliates is not allowed. When a DBE subcontractor named in the commitment under Section 1.A.3.a. of this Special Provision, is terminated or fails ta complete its work on the contract for any reason, the prime contractor is required to make good faith efforts to fnd another DBE subcontractor to substitute for the original DBE. These good faith efforts shall be directed at finding another DBE to perform at least the same amount of work under the contract as the DBE that was terminated, to the extent needed to meet the contract goal. A Contractor's failure to comply with the requirements of this Special Provision shall constitute a material breach of this contract. In such a case, the Department reserves the right to terminate the contract; to deduct the amount of DBE goal not accomplished by DBEs from the znoney due or to become due the Contractor, or to secure a refund, not as a penalty but as liquidated damages to the Aeparrment or such other remedy or remedies as the Department deems appropriate. Forward Form 2371, "DBE Trucking Credit Worksheet," completed by the DBE trucker every month DBE credit is used. B. Article B. Race-Neutral Disadvantaged Business Enterprise Participation. It is the policy of the DOT that Disadvantaged Business Enterprises (DBE) as defined in 49 CFR Part 26 Subpart A, be given the opportunity to compete fairly for contracts and subcontracts financed in whole or in part with Federal funds and that a maximum feasible portion of the Department's overalt DBE goal be met using race-neutral means. Consequently, if there is no DBE goal, the DBE requirements of 49 CFR Part 26, apply to this contract as follows: The Contractor will offer DBEs as defined in 49 CFR Part 26, Subpart A, the opportunity to compete fairly for contracts and subcontractors financed in whole or in part with Federal funds. Race-Neutral DBE and non-DBE HUB participation on projects with no DBE goal shall be reported on Form SMS.4903, "DBE or HUB Progress ReporY' and submitted to the Area Engineer each month and at project completion. Payments to DBEs reported on Form SMS.4903 are subject to the requirements of Section 1.A.5, "Determination of DBE Participation." The Contractor, subrecipient ar subcontractor shall not discriminate on the basis of race, color, national origin, or sex- in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate. ] 1-11 000--1966 06- l 0 2004 Specifications SPECIAL PROVISION 000--2329 Partnering 1. General. It is the intent pf this provision to promote an environment of trust, mutual respect, integrity, and fair-dealing batween the Department and the Contractor. 2. De�nitions. A. Informal Partnering. Partnering that does not make use of a faci(itator. B. Formal Partnering. Partnering where the services of a facilitator (internal or extemal} are utilized. 3. Procedures for Partnering Meetings and Format. Informal Partnering is required for this project, unless Formal Partnexing is mutually agreed to in lieu of the Informal Yartnering. Facilitators. The facilitator is to act as a neutral party seeking to initiate cooperative working relationships. This individual must have the technical knowledge and ability to lead and guide discussions. Choose either an internal or external facilitator. The facilitator must be acceptable to the Engineer. (1) Internal Facilitators. A Department or Contractor internal (staffl facilitator may be selected as the facilitator at no additional cost to either party. (2) External Facilitators. A private firm ox individual that is independent of the Contractor and the Department may be selected as the facilitator. Submit the facilita.tor's name and estimated fees for approval prior to contracting with the facilitator. ' Meetings and Arrangements. Coordinate with the Engineer for meeting dates and times, locations including third party facilities, and otlier needs and appurtenances including but not limited to audio/visual equipnnent. Make all meeting arrangements for Formal Partnering. Use Department facilities or facilities in the vicinity of the project if available. Submit the estimated meeting costs for approval prior to finalizing arrangements. Coordinate facilitator discussions prior to the partnering meeting to allaw the facilitator tirne to ' prepare an appropriate agenda. Prepare a list of attende�s with job titles and include critical contractor, subcontractor, and supplier staff in the list, Provide the facilitator the list of attendees and invite the attendees listed. The Department will invite and provide a list of attendees that includes but is not limited to Department, City, County, law enforcement, railroad, and utility representatives. Participate in additional pai�tnering meetings as rnutually agreed. 1-2 400--2329 08-1 l 4. Payment, Bxpenses for employee time, contractor equipment, or overhead witll�ot be allowed, Markups will not be allowed, InformAl Partnering will be conducted with each pariy responsible for their own costs. For Formal Partnering using intemal facilitators, the Contractor will be responsibte for arrangements and for expenses incurred by its internal facilitator, including but not limited to meals, travel, and lodging. Department facilitators may be used at no additional cost. For Formal Partnering using external facilitators, subrnit an invoice to the Engineer for reimbursement. The Departnrzent will reimburse the Contractor for half of the eligible expenses as approved. For external facilitators not approved by the Department but used at the Contractor's option, the Contractor will be responsible for all costs of the external facilitator. For meeting facilities and appurtenances, submit an invoice to the Engineer for reimbursement. The Department will reimburse the Contractor for half of the eligible expenses as approved. 2-2 000--2329 OS-11 2004 Specifications SPECIAL PROVISION 000--2332 Schedule of Liquidated Damages For poltar Amount of Original Contract From More Than To and Including 0 100,000 100,000 500,000 500,000 1,000,000 1,000,000 1,500,000 1,500,000 3,000,000 3,040,000 5,000,000 5,000,000 10,000,000 10,000,000 20,000,000 20,000,000 Over 20,000,000 1-1 Dollar Amount of Daily Contract Administration Liquidated b�mages per Working Day 570 590 610 685 785 970 1125 12$5 2590 000--2332 08-1 l 2004 Specifications SPECIAL PROVISION 001---015 Definition of Terms For this project, Item 001, "Definition of Terms," of the Standard Speci�cations, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. The following Articles are voided and replaced by the following: 1.50. Disadvantaged Business Enterprise (DBE). A small business certified through the Texas Unified Certification Program in accordance with 49 CFR Part 26, that is at least 51 % owned by one or more socially and economically disadvantaged individuals, or in the case of a publicly owned business, in which is at least 51% of the stock is owned by one or more socially and economically disadvantaged individuals, and whose management and daily business operations are controlled by one or more of the individuals who own it. 1.128. 5ubcontractor. A Subcontractor is defned as an individual, partnership, limited liability company, corporation, or any combination ttaereof that the Contractor sublets, or proposes to sublet, any portion of a Contract, excluding a material supplier, a hauling firm hauling anly from a commercial source to the project, truck owner-operator, wholly owned subsidiary, or specialty- type businesses such as security companies and rental companies. The following Articles are voided and not replaced. 1.97. Proposal. 1.98. Proposa{ Form. 1.99. Proposal Guaranty. This Item is supplemented by the following: 1.148. Additive Alternate. A bid item contained in a proposal that is not a regular item or a designated alternate bid item. The additive alternate item(s) include work that may be added to the base bid work. 1..149. Base Bid. The total bid (includes regular bid items or corresponding alternate bid items if lower) amount without additive alternates. 1.150. Affiliates. Two or more firms are affiliated if: • they share common officers, directors, or stockholders; 1-2 001---015 O6-10 • a family member of an officer, director, or stockholder of one iirm serves in a similar capacity in another of the firms; • an individual who has an interest in, or controls a part of, one firm either directly or indirectly also has an interest in, or controls a part of, another of the firms; • the firms are so closely connected or associated tl�at one of the firms, either directly or indirectly, controls or has the power to control another firm; W one firm controls or has the power to control another of the firms; or, • the firms are closely allied through an established course of dealings, including but not limited to the lending of financial assistance. �.15�. Bid. The offer of the bidder for performing the work described in the plans and specifications including any changes made by addenda. 1.152. Bid Guaranty. The security furnished by the bidder as a guaranty that tha bidder will enter into a contract if awarded. 1.153. �lectronic Bid Form. The bid form contained in the Department's Electronic Bidding System. 1.154. Electronic Bidding System (EBS). The Department's automated system that allows bidders to enter and submit their bid information electronically. 1.155. Electronic Vault. The secure location where electronic bids are stored prior to bid opening. 1.156. Family Member. A family mennber of an individual is the individual's parent, parent's spouse, step-parent, step-parent's spouse, sibling, sibling's spouse, spouse, child, child's spouse, spouse's child, spouse's child's spouse, grandchild, grandparent, uncle, uncle's spouse, aunt, aunt's spouse, first cousin, or first cousin's spouse. 1.157. Printed Bid Form. The bidding form printed and sent to the bidder by the department or printed by the bidder from the department's Electronic Bidding System. 1.158. Bid Form. The form provided by the Department used by the bidder to submit a bid. The bid form is a Department mailed bidder's form (txaditional.praposal submitted manual(y), a Department EBS printed bid form (submitted manually), or the bid %rm submitted electronically through the Depariment's EBS. 2-2 001---0 l 5 06-10 2004 Specifications SPECIAL PROVISION 004---017 Scope of Work For this project, Item 4, "Scope of Work," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 4.2. Changes in the Work. The first paragraph is suppiemented by the following: The Contractor is responsible for notifying the sureties of any changes to the contract. Article 4.2. Changes in the Work. The sixth paragraph is voided and reptaced by the following: When the quantity of work to be done under any major item of the Contract is less than 7S% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. When mutually agreed, the unit price may be adjusted by multiplying the Cantract unit price by the factor in Table 1. If an adjusted unit price cannot be agreed upon, the Engineer may determine the unit price by multiplying the Contract unit price by the factor in Table 1. Table 1 Article 4.4. Requests and Claims for Additional Compensation, Section A., Delay Claims is voided and replaced by the following: A. Damages. Damages occur when impacts that are the responsibility of the Deparhnent result in additional costs to the contractor that could not have been reasonably anticipated at the time of letting. Costs ofperforming additional work are not considered damages. For contractor damages, the intent is to reimburse the Contractor for actual expenses arising out of a compensable impact. No profit or markups, other than labor burden, will be allowed. For damages, labor burden will be reimbursed at 35% unless the Contractor can justify higher actual cost. Justification for a higher percentage must be in accordance with the methodology provided by the Department, submitted separately for project overhead labor and direct labor, and determined and submitted by a Certified Public Accountant (CPA). Submit CPA-prepared labor burden rates directly to the Contract Letting and Contractor Prequalification Branch of the Construction Division. l -3 004---0 l 7 04-10 1. Delay Damages. lf the Contractor requests compensation for delay damages and the delay is determined to be compensable, then standby equipment costs and project overhead compensation will be based on the duration of the compensable delay and will be limited as follows: a. Standby Equipment Costs. • Standby costs wil) not be allowed during periods when the equipment would have otherwise been idle. • No more than 8 hr, of standby wil) be paid during a 24-hr. day, nor more than 40 hr. per week, nor more than 176 hr. per month. • For Contractor-owned eguipment, standby will be paid at 50% of the rentai rates found in the Rental Rate Blue Book for Construction Equipment and calculated by dividing the monthly rate by 176 and nnultiplying by the regional adjustment factor and the rate adjustment factor. For leased equipment on standby, 100% of the invoice cost of the leased equipment will be paid. Operating costs will not be allowed. b. Project Overhead. Project overhead is defined as the administrative and supervisory expenses incurred at the work locations. When delay to project completion occurs, reimbursement for project overhead for the prime contractor will be made using the following options: • reimbursed at 6% (computed as daily cost by dividing 6% of the original contract amount by the as-let number of working days) or • actual documented costs for tha impacted period. Project overhead for delays impacting sub-contractors will be determined froin actual documented costs submitted by the Contractor. The granting of time extensions and suspensions alone will not be justification for reimbursement for project overhead. c. Honne Office Overhead. The Department will not compensate the Contractor for home office overhead. Article 4,4. Requests and Claims for Additional Compensation, Section B., Dispute or Claims Procedure is voided and replaced by the following: B. Dispute or Ciaims Procedure. Work with the Engineer to resolve or escalate all issues in accordance with the pracedures outlined at the pre-construction conference. Establish with the Engineer an issue escalation ladder and adhere to the following: Project Pledge. At a minimum, Contractor representatives at the level of foreman and above will certify in writing they will approach the construction of this project in a manner consistent with defivering a high quality project in a safe, cost-effective, and timety manner, and they will be committed to not allowing personality conflicts or personal interests to interfere with providing the public with a quality project, Failure to uphold this commitment may result in grounds for removal from the project by the District Engineer. 2-3 004---017 04-10 2. Issue Resolution Process. An issue is any aspect of the contract where representatives of the participants in the contract do not agree. The individuals ide�itified at the lowest level of the issue escalation ladder will initiate the issue resolution process by escalating any issue that remains unresolved within the time frame outlined in the issue escalation Iadder. Use the Department's automated issue tracking system to submit and track issues escalated to the area engineer or above. Do not use the automated issue tracking system for routine issues resolved on the project. Once the issue is recorded in the automated issue tracking system, the issue will be escalated to the district engineer within 15 calendar days. The district engineer will issue written direction within '7 calendar days. Work with the district to xesolve all issues during the course of the contract. In the event the district and the Contractor cannat resolve an issue, the Contractor may �le a contract claim after the completion of the contract to be handled in accordance with the Department's contract claim procedure. Contract claims will not be presented to the Contract Claims Committee for consideration prior to the final payment to the Contractor. It is the Contractor's responsibility to prove or justify all claims and requests in a timely manner. The deadline for filing a claim in accordance with 43 TAC Section 9,2, is the earlier of 1 year after the date of final acceptance, date of defauJt, or date of termination except that claims for warranty enforcement can be made up to 1 year after expiration of the warranty period. 3-3 004---017 04-10 2004 Specifications SPECIAL PROVISION 005---004 Control of the Work For this project, Item 005, "Control of the Work," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or reguirements of this Item are waived or changed hereby. Article 5.2 Plans and Working Drawings, is supplemented with the following: Submit shop drawings electronically for the fabrication of structural items as documented in the "Guide to Electronic Shop Drawing Submittal" available on the internet at C��,/If�.clat.st�t�.tX.��s/�i�iltxciot-inft�/librarvlpt�bs{bus/�riclge/e submit ��itle.�clf and as directed by the Engineer for other items required by the standard specifications. References to 1] x 17 sheets in individuat speci�cations for structural items imply electronic CAD sheets. l -1 005---004 10-06 2004 Specifications SPECIAL PROVISION 006---030 Control of Materials For this project, Item, Item 006, "Control of Materials," of the Standard Specifications is amended hereby with respect to the clauses cited below, and no other clauses or requirements of this Ttem are waived or changed hereby. Article 6.9. Recycled Materials is voided and replaced by the following: The Department will not allow hazardous wastes, as defined in 34 TAC 335, proposed for recycling. Use nonhazardous recyclable materials (NRMs) only if the Speciiication for the Item does not disallow or restrict use. Determine if NRMs are regulated under 30 TAC 312, 330, 332, 334, or 335, and comply with all general prohibitions and requirements. Use NRMs in accordance with DMS-11000, "Evaluating and Using Nonhazardous Recyclable Materials Guidelines," and furnish all documentation required by that Specification. Article 6.10. Hazardous Materials is voided and replaced by the following: Use materials that are free of hazardous materials as de�ned in Item 1, "Definition of Terms." Notify the Engineer immediately when a visual observation or odor indicates that materials in required material sources or on sites owned or controlled by the Department may contain hazardous materials. Except in the case of Section 6.14.A.1.a, "Cleaning and Painting Steel" below, the Departznent is responsible for testing and removing or disposing of hazardous materials not introduced by the Contractor on sites owned or controlled by the Department as indicated below. The plans will in.dicate locations where paint on steel is suspected to contain hazardous materials and where regulated asbestos containing materials have been found. The Engineer may suspend work wholly or in part during the testing, removal, or disposition of hazazdous materials on sites owned or controlled by the Department, except in the case of Section 6.10.A.1.a. When a visual observation or odor indicates that materials delivered to the work locations by the Contractor may contain hazardous matezials, have an approved comnnercial laboratory test the materials for contaminafion. Remove; remediate, and dispose of any of these materials found ta be contaminated. Testing, removal, and disposition of hazardous materials introduced onto the work locations by the Contractor will be at the Contractor's expense. Working day charges will not be suspended and extensions of working days will not be granted for activities related to liandling hazardous material delivered by the Contractor. A. Painted Steel Requirements. As shown on the plans, existing paint on steel may contain hazardous materials. Perform work in accordance with the following: 1. Removing Paint from Steel. 1-2 006---030 O1-Q7 a. Cleaning and Painting Steel. For contracts that are primaxily for painting existing steel, perform the work in accordance with Item 446, "Cleaning and Painting Steel." b. Other Contracts. For all other projects when an existing paint must be removed to perforzxi other work, perform paint removal woxk in accoxdance with Item 446, "Cleaning and Painting Steel" unless the paint is shown or determined to contain hazardous materials. If the paint is shown or determined to contain hazardous materials, the Department will provide for a separate contractor to remove paint prior to or during the Contract to allow dismantling of the steel for the Contractor's salvaging, reuse, or recycling or where paint must be xemoved to perforz� other work. For steel that is dismantled by unbolting, no paint stripping will be required. Use care to not damage existing paznt. When dismantling is parformed using flame or saw-cutting methods to remove steel elernents coated with paint containing hazardous materials, the plans will show stripping locations, Coordinate with the separate contractor for stripping work to be performed during the Contract. 2. Removal and Disposal of Painted Steel. For Contracts where painted steel is to be removed ar�d disposed of by the Contractor, painted steel may be reused or disposed of at a steel recycling or smelting facility. If the paint is shown or determined to contazn hazardous materials, inaintain and nnake available to the Engineer invoices and other records showing the reuse owner or for recyeling, records obtained from the recycling or smelting facility showing the received weight of the steel and the facility name. Painted steel to be retained by the Department will be shown on the plans. B. Asbestos Requirements. The plans will indicate locations or elements where asbestos containing materials (ACM) have been found. At these locations or at locations where previously unknown ACM has been found, the De�artment will arrange for abatement by a separate contractor during the Contract. For wor�C at these locations, notify the Engineer of proposed dates of demolition or removal of structural elements with ACM at least 60 days before work is to begin to allow the Department sufficient time to abate the asbestos. When the work by a s�parate contractor for removal of paint or asbestos abatement is ta be performed during the Contract, provide traffic control as shown on the plans and coordinate and cooperate with the separate contraetor. Continue other work detailed in the plans not directly involved in the paint removal or asbestos abatement work. Coordinate with the Depaz-tment the timing of the separate contractor's work in advance in order to allow the Department to schedule work with the separate contractor. Work for the traffic control and other work will not be paid for directly but will be subsidiary to pertinent Items. 2-2 006---030 01-07 2004 Specifications SPECIAL PROVISION 007---918 Legat Relations and Responsibilities For this project, Item 7, "Legal Relations and Responsibilities" of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 7.4. Insurance and Bonds is voided and replaced by the following: As speci%ed in Article 3.4, "Execution of Contz'act," provide the Depattment with a Certificate of Insurance verifying the types and amounts of coverage shown in Table 1. The Certificate of Insurance must be in a form approved by the Texas Department of Insurance Any Certi�cate of Insurance provided shall be available for public inspection. Table i Insurauce Requirenicuts T�e of Insurance Amount of Covera e »mercial Cac:net�al I.ialSility Insurance t�'at Less Thait: $GDQ,OpU each occurrence �iness Automobile Policy ot Less Than: 600,000 eombined single limit rkers' Compensation i ot Less Than: tatutory Risk l3uiider's itisl< Insurance 100% of Contract i'rice r builciin�-facilities contracts only) By signing the Contract, the Contractor certifies compliance with all applicable laws, rules, and regulations pertaining to workers' compensation insurance or legitimate alternates. This certification includes all subcontractors. Pay all deductibles stated in the polic�. Subcontractors must meet the requirements of Table 1 either through their own coverage or through the Contractor's coverage. Insurances must cover the contracted work for the duration of the Contract and must remain in effect until final acceptance. Failure to obtain and maintain insurance for the contracted work may result in suspension of work or default of the Contract. If the insurance expires and coverage lapses for any reason, stop all work until the Department receives an acceptable Certificate of Insurance. The� Workers' Compensation policy must include a waiver of subrogation endorsement in favor of the State. 1-4 007---918 l 1-11 For building-faci(ities contracts, provide All Risk Builder's Risk Insurance to protect the Department against loss by storm, fire or extended coverage perils on work and materials intended for use on the project including the adjacent structure. Name the Departrnent under the Lost Payable Clause, Provide a substitute Surety on the Contract bonds in the original full Contract amount within 15 days of notification if the Surety is declared bankrupt or insolvent, the Surety's unde�-writing limitation drops below the Contract amount or the Surety's right to do business is tertninated by the State. The substitute Surety must be authorized by the laws of the State and acceptable to the Department. Work wi11 be suspended until a substitute Surety is provided. Working day charges will be suspended for 15 days or until an acceptable Surety is pcovided, whichever is sooner. Article 7.8. Hauling and Loads on Roadways and Structures is supplemented by the following: D. Stockpiling of Materials. Do not store or stockpile material on bridge structures without written permission. If required, submit a structural analysis and supporting documentation by a licensed professional engineer for review by the Engineer. Permission nr�ay be granted if the Engineer finds that no damage or overstresses in excess of those normally allowed for occasional overweight loads will result to structures that will remain in use after Contract completion. Provide temporary matting or other protective measures as directed. Article 7.14. Contractor's Responsibility for Work, Section B. Appurtenances is voided and replaced by the following: B. Appurtenances. 1. Unreimbursed Repair. Except for destruction (nat reusable) due to hurricanes, reimbursement will not be made for repair of damage to the following temporary appurtenances, regardless of cause: • signs, • barricades, • changeable message signs, and • other work zone traffic control devices. Crash cushian attenuators and guardrail end treatments are the exception to the above listing and are to be reimbursed in accordance with Section 7.14.B.2, "Reimbursed Repair," For the devices listed in this section, reimbursement may be made for damage due to hurricanes. Where the contractor retains replaced appurtenances after completion of the project, the Department will litnit the reimbursement to the cost that is above the salvage value at the end of the praject. 2, Reimbursed Repair. Reimbursement will be made for repair of damage due to the causes listed in Section 7.14.A, "Reimbursable Repair," to appurtenanees (including temporai•y and pei�rnanent crash cushion attenuators and guardrail end treatments). 2-4 007---918 Il-ll Article 7.15. Electrical Requirements, Section A. De�nitions, Section 3. Certified Person is voided and rep(aced by the following: 3. Certi�ed Person. A certified person is a person who has passed the test from the TxDOT course TRF450, "TxDOT Roadway Illumination and Electrical Installations" or other courses as approved by the Traffic Operations Division. Submit a cucrent and va(id TRF certification upon request. On June 1, 20l 1, Texas Engineering Extension Service (TEEX) certifications for "TxDOT Electrical Systems" course will no longer be accepted. All TRF 450 certifications that have been issued for "TxDOT Roadway Illumination and Electrical Installations" course that expire before June 1, 20l 1 wiil be accepted until June 1, 2011. Article 7.15. Electrical Reguirements, Section A. Definitions, Seciion 4. Licensed Electrician is voided and replaced by the following: 4. Licensed Electrician. A(icensed electrician is a person with a current and valid unrestricted master electrical license, or unrestricted journeyman electrical license that is supervised or directed by an unrestricted master electrician. An unrestricted master electrician need not be on the work locations at all times electrical work is being done, but the unrestricted master etectrician must approve work performed by the unrestricted journeyman. Licensed electrician requirements by city ordinances do not apply to on state system work. The unrestricted journeyman and unrestricted master electrical licenses tnust be issued by the Texas Department of Licensing and Regulation or by a city in Texas with a population of 50,000 or greater that issues licenses based on passing a written test and demonstrating experience. The Engineer may accept other states' electrical licenses. Submit documentation of the requixements for obtaining that license. Acceptance of the license will be based on suf�cient evidence that the license was issued based on: • passing a test based on the NEC similar to that used by Texas licensing officials, and • sufficient electrical experience commensurate with general standards for an unrestricted master and unrestricted journeyman electrician in the State of Texas. Article 7.19. Preservation of Cultui•al and Natural Resources and the Environment is supplemented by the following: G. Asbestos Containing Material. In Texas, the Department of State Health Services (DSHS), Asbestos Programs Branch, is responsible for administering the requi�rements of t}ie NAtiona! Emissions Standards for Hazardous Air Pollutants, 40 CFR, Subpart M(NESHAP) and the Texas Asbestos Health Protection Rules (TAHPR). Based on EPA guidance and regulatory background information, bridges are considered to be a regulated "facility" under NESHAP. Theref�re, federal standards for demolition and renovation apply. Provide notice to the Department of deanolition or renovation to the structures listed in the plans at least 30 calendar days prior to initiating demolition or renovation of each structure or load bearing member. Provide the scheduled start and completion date of structure demolition, renovation, or removal. 3-4 007---918 11-11 When de�t�olition; renovation, or removal of load bearing members is planned for several phases, provide the start and completion dates identified by separate phases. DSHS requires that notifications be postmarked at least 10 working days prior to initiating demolition or renovation. If the date of actual demolition, renovation, or removal is changed, the Department will be required to notify DSHS at least 10 days in advance of the work. This noti�cation is also required when a previously scheduled (noti�cation sent to DSHS) demolition, renovation or removal is delayed. Therefore, if the date af actual demolition, renovation, or removal is changed, provide the Engineer, in writing, the revised dates in sufficient tima to allow for the Department's notification to DSHS to be postmarked at least 10 days in advance of the actual work. Failure to provide the above information may require the temporary suspension of work under Article 8.4, "Temporary Suspension of Work or Working Day Charges," due to reasons under the control of the Contractor. The Department retains the right to determine the actual advance notice needed for the change in date to address post office business days and staff availability. Article 7.20, Agricultural Irrigation. This Item is supplemented by the following: Regulate the sequence of work and make provisions as necessazy to provide for agricultural irrigation or drainage during the work. Meet with the Irrigation District or land owner to determine the proper time and sequence when irrigation demands will permit shutting-off water flows to perform work. Unless otherwise provided on the plans, the work required by these provisions will not be paid for directly but shall be considered as subsidiary work pertaining to the various bid items of this contract. 4-4 007---918 ll-ll 2004 Specifications SPECIAL PROVISION 008---119 Prosecution and Progress For this project, Item $, "Prosecution and Progress," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Articte 8.8. Subcontracting, is supplemented with the following: For all DBE subcontracts including all tiered DBE subcontracts, submit a copy of the executed subcontract agreement. 1-1 008---119 06-10 2004 Specifications SPECIAL PROVISIOIV 009---009 Measurement and Payment For this project, Item 009, "Measurement and Payment," ofthe Standard Specifications, is hereby a�nended with respect to the clauses cited below, and no other clatises or requirements of this ltem are waived or changed hereby. Article 9.6. Progress Payments, Section A, Retainage is voided and replaced by the following: A. Reta[nage. Retainage will not be withheld on this project. Article 9.6. Progress Puyments, Section B, Paymenf Provisions %r Sabcontractors is voided and replaced by the following: B. Payment Provisions for Subcontractors. For the purposes of this Article only, the term subcontractor includes suppliers and the tenn work incl�ides materials provided by suppliers at a location approved by the department. Pay the subcontractors for work performed within 10 days after receiving payment for the work performed by the subcontractor. Also, pay any retainage on a subcontractor's work within 10 days after satisfactory completion of all of the subcontractor's work. Completed subcontractor work includes vegetative establishment, test, maintenance, perfor�nance, and other similar periods that are the responsibility of the subcontractor. For the purpose of this Section, satisfactory complation is accomplished when: • the subcontractor has fulfil{ad the Contract requirements of both the Department and the stibcontract for the subcontracted work, including the submittal of all information required by the specifications and the Uepartment; and • the work done by the subcontractor has been inspected, approved, and paid by the Department. The inspection attd approval af u subcontraetor's work does i�ot eliminate the Contractor's responsibilities for all the work as defined in Article 7.14, "Contractor's Responsibility for Work." The Department may pursue actions against the Contractor, including withholding of estimates and suspending the work, for nancompliance with tl�e subcontract requirements of this Section upon receipt of written natiee with suffieient details showing the subcontractor has complied with contractual obligations as deseribed in this Article. These requirernents apply to all tie►•s of subcontractors. lncorpoi•ate the provisions of this Article into all strbcontract or materia] purchase agreements. 1-1 009---009 04-06 2004 Specifiastions SPECIAL PROVISION 049---015 Measurement and Payment For this project, Item 9, "Measurement and Payment," of the Standard Specifications, is hereby amended with respect to the clauses Gited below, and no other clauscs or reguirements of this Ttem are waived or chang$d hereby. Article 9.5. Force Account, B. Insurance and Taxes is replaced by the following: B. Labor Burden. An additionalSS% of the labor cost, excluding the 2S% compensation provided in Section 9.S.A, "Labor," will be paid as compensation for labor insurance and labor taxes including the oost of premiums on non-project specific tiability (excluding vehicular) insurance, workers compensation insurAnce, Social Security, unemployment insurance taxes, and fringe benefits. l � ] 009---015 I 2-07 2004 Specifications SPECIAL PROVISION 161---006 Compost For this project, Item 161, "Compost," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived orchanged hereby. Article i 6l ,2, Materials. Table 1 and following two paragraphs are voided and replaced by the following: Tnble 1 }'l� sics�I Rc iii►•et��etits for Go�r� ost Property Test Method Requirement Particle Size TMECC' 02.02-B, "5ample Sieving for Aggregate Size 95% passing 5/8 in. Clessification" 70% passing 3/8 in. TMECC 04.06, "Heavy Metals and Hazardous Elements": 04.06-As, Arsenic 04.06-Cd, Cadmium 04.06-Cu, Copper Heavy Metals Content 04.06-Pb, Lead p�s 04.06-Hg, Mercury 04.06-Mo, Molybdenum 04.06-Ni, Nickel 04.06-Se, Selenium 04.06-Zn, Zinc Salinity T'MECC 04,10-A, "1:5 Slurry Method, Mass Basis" 5.0 d5/m Max2 pH T'MECC 04.11-A, "1:5 Slurry pI-I" 5.5-8.5 Maturity T'MECC 05.05-A, "% Emergence and Re]ative Seedling � 800�0 Vigor Organic Matter Content TMECC 05.0�-A, "Loss-On-Ignition Organic Matter 25-65% (dry mass) Method" Stability �' TMECC 05.08-B, "Carbon Dioxide Evolution Rate" _< 8 , __.____._ Fecal Coliform T'MECC 07.01-B, "Fecal Coliforms" 1,000 MYN/g Max i. "Test Methods for the Examination of Composting and Compost," published by the tJnited States Department of Agriculture und the USCC. 2. A soluble salt content up to ] 0.0 dS/m for compost used in compost-manufactured topsoil will be acceptable. Maintain compost in designated stockpiles at the producer's site. The Department reserves the right to sample compost at the jobsite. Material may be tested to verify compliance with this Specification by an STA-certified lab. Make payment to the STA-certified lab approved by the Department. Submit lab invoices for passing tests to the Department for reimbursement. Maintain a complete record of all test reports for the previous and current calendar year. l -1 161---006 l l-l0 � E 200� Specifications SPECIAL PR4VISION 164---002 Seedin� l�or Erosion Contral Item 164, "Seeding For Erosion Control�" of the Standard Speclfications, ts hereby amended wlth respect to the clauses cited below, and no other ciausas or requirements of this Itcm are waived nr ahanged hereby. Article 16d.3. Construction. The following is addad afier the first senteneE: Use approved equipment to vertically track the seedbed as shown on the plans or as directed by the Engineer, 1-1 l 64---002 08-0? ' 2004 Specifications SPECIAL PROVISION 442---016 Metal for Structures For this project, Item 442, "Metal for Structures," of the Strindard Specifications, is hereby amended with respect to the clat�ses cited below, and no other clauses or requirements of - this ttem are waived or changed hereby. Article 442.2, "Materials," Section A, "Structural Steel," Sectian 1, "Bridge Structures." The third sentence is voided and not replaced. Article 442.5, "Payment," is voided and repiaced by the following: 442.5. Payment. The work perfonned and materials furnished in accordance with this Item and measui•ed as provided under "Measurement" will be paid for at the unit price bid for "Structural Steel" of the type (Rolled Beam, Plate Girder, Tub Girder, Bax Girder, Railraad Through-Girder, Raiiroad Deck-Girder, Miscellaneous Bridge, Miscellaneous Non-Bridge) specified. This price is full compensation for materials, fabrication, transportation, ereciion, paint, painting, galvanizing, e9uipment, tools, labor, and incidentals. l -1 442 ---016 oz-� o 2004 Specifications SPECIAL PROVISION 500---005 Mobilization For this project, Item 500, "Mobilization," oftlie Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 500.1. Description is supplemented by the following: Work for this Item includes submissions cequired by the Contract. Article 500,3. Payment, Section A is voided and replaced by the following: A. Payment will be made upon presentation of a paid invoice for the payment, performance, or retainage bonds, and required insurance. The cornbined payrnent for bonds and insurance will be no more than 10% af the mobilization lump sum or 1% of the total Contract amotint, whichever is less. Article .500.3. Payment, Section F is voided and replaced by the following: F. Upon final acceptance, 97% of the mobilization lurnp sum bid wil( be paid. Previous payments under this ltem will be deducted from this amount. Article 500.3. Payment is supp(emented by the fotlowing: G. Payment for the reinainder of the lump sum bid for "Mobilization" will be made after all submittals ai•e received, fnal c�uantities have been determined and when any separate vegetative establishment and mAintenance, test and performance periods provided for in the Contract have been successfi�lly completed. 1-1 500-005 03-08 2004 Specifications SPECIAL PRO'VISION 502---033 Barricades, Signs, and Traf�c Handling For this project, Item 502, "Barricades, Signs, and Traffic Handling," of the Standard SpecifiGations, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 502.4. F'aymer►t, Section C. Max#mum Total Payment Prtor to Acceptance is voided and replaced by the following: C. Maximum Totat Paynnent Prlor to Acceptance. The total paytnent for this Item will not exceed ] 0% of'the total Contract amount before final acceptance in accordance with Article 5.8, "Final Acceptance." The remaining ba(ance will be paid in accordance with Sectian 502.4.E, "Balance Due." 1-1 502---033 l 0-07 ' 2004 Specifications SPECIAL PROVISION 506---010 Temporary Erosion, Sedimentation, and EnvironmentaI Controls For this project, Item 506, "Temporary Erosion, Seditnentation, and Environmental Controls," of the Standard Specifications, is hereby amended with respect t� the clauses cited below, and n� other clauses or requirements ofthis Item are waived or changed hereby. l -1 506---010 OS-07 Article 506.2. Materials. Section I. Sandbags. Table 1 is replaced with the following: Table 1 2004 Specifications SPECIAL SPECIFICATION 5049 Biodegrada6le Erosxon Control Logs X. Description. Fttrnish, install, maintain, and remove biodegradable erosion control logs as shown on the plans or as directed. 2. Materiais. A. Core Material. Fiirnish core material that is bi�degradable or recyclable. Except where specifically called out in plar�s, material may be compost, mulch, aspen excelsior wood fibers, chipped site vegetation, agricult«ral rice or wheat straw, coconut fiber, I 00% recyclable iibers, or any other acceptable material. No more than 5% of the material is permitted to escape from the containment mesh. Furnish compost, rneeting the reg�iirements of Item 161, "Compost." B. Containment Mesh. Furnish co�itainment mesh that is 100% biodegradable, photodegradable or recyclable such as burlap, twine, UV photodegradable plastic, polyester, or any other acceptable material. i. Furnish biodegradable or photodegradable containment mesh when log will remain in place as part of a vegetative system. ii. Furnish recyclable containment mesh for temporary installations. C. Size. Furnish biodegradable erosion control logs witl� diameters shown on the plar�s or as directed. Stuff'containment mesh densely so logs do not deform, 3. Constraction. Install biodegradable erosion control logs near the downstream perimeter of a diskurbed area to intercept sediment from sheet flow. Incorporate the biodegradable erosion control logs into the erosion contral measures used to cantrol sediment in areas of higher flow. Install, align, and locate the biodegradable erosion aontro( logs As specified below, as shown on the plans, or as directed. A. Anchoring. Secure biodegradable ecosio�i control logs in a method adequate to prevent displacement as a result of normal rain events and to the satisfaction af the Engineer and such that flow is not allowed under the logs. B. Maintenance. Inspect �nd maintain the bioc3egradable erosion control logs in good condition (including staking, anctioring, etc.). Maintain the integrity of the control, including keeping the biodegradable erosion control logs free of accumulated silt, debris, etc., until permanent erosion control features are in place, or the distu►•bed area has been Adequately stabilized. Perform in accordance with Section 506.4.C, "Installatior�, Maintenance and Removal Worlc." Stabilize the areas damaged by the removal process using appropriate methods as approved, 1-2 5049 t-OS Repair or replace damaged bi�degradab(e e►•osion control logs as required and as directed. Temporarily retnove and replace biodegradable erosion control logs as required to facititate work, Remove sediment and debris when sccumtilation affects the performance ofthe devices, after s rain, and when directed. Dispose of sediment and debris at an approved site in a rnanner that will not contribute to additional si(tation. C. Removat. Remove biodegradable erosion control logs when directed. 4. Measurement. This Item �vill be measured by the linear foot along t}ie centerline of the top ofthe control logs. S. Payment. The work performed and materials fiirnished in accordance with this lte�n and measured as provided under "Measurement" will be paid for at the unit price bid for "BiodegrAdable Erosion Control Logs," of the size specified. This price is full aompensation for furnishing, placing, maintaining, temporarily removing and replacing as required to facilitate construction operations, and removing of the biodegradable erosion control logs and for all other materials, labor, tools, equip�nent, and incidentais. Removing accumulated sediment deposits, as described t►nder "Maintenance," wi11 be rneasured and paid for under Item 506, "Temporary Erosion, Sedimentation, and Environmenta) Cont►•ols." Stabilization (as described under "Maintenance") will be measured and paid far under the various pertinent bid items. 2-2 50�9 ]-OS Trai] Drivers SPECYAL SPECIFICATION ITEM aaaa Shelter A. Prefabrlcated Site Structore: 1. Description. This ltem sha11 consist of sit materials and Iabor necessary for the instsllation of a ' prefnbricated site structure as shown on the plans and details and as specified by the Engineer. 2, Materisls and Construction Methods. All materials furnished and all canstruction methods utilized st�a11 be in accordance with the plans details, and as noted within the General Notes and Specification Data. 3. Measurement. This ltem will be measured by tlie each, as shown on the ptans, eomplete and in plece, 4, Payment. The work performed and materials furnished in accordance with this Item and measured as provided for under "Measurement," will be paid for at the each unit price bid for "Prefabricated Site Structure," This price shall be full compensation for furnishing all materials, equipment, A labor and incidentals necessary to complete the work. B. Stone Masonry: l. Description. This ttem shali consist of approved stone, laid in lime-cement mortar, and shall be constructed in accordance with these specifications, in conformity with the form, dimensions, end design shown on the plans, and to the lines and grades established by the Engineer. ' 2. Materials. (1) Rubble Stone and Roughly Squared Stone. The stone shall be sound, durable limestone, free from structural defects, uniform in color and texture, and shall be clesn of eart1�, ctay, oil or other foreign substances. Stones shall ba of the type and thickness shown on the plans. (2) Concrete. Concrete shall be Class "A", in accordance with Ttem 21, "Portland Cement Cancrete", except for measurement and payment. ' (3) Cement, Cement shall be Type I or Type tii portland cement. (4) Sand. Sand shall be free of deleterious or organio matter and shall conform to tl�e grading requirements for Grade 1 Fine Aggregate, Subarticle 421.2.(5). (5) Water. Mixing water shall conform to the requirements of Item 421, Aortland Cement C�ncrete, Subarticle 421.2.(3). (6) Lime. Hydrated lime shall conform to A,S.T.M. C-20�, Type S. 1-2 3. Construction Methods, (1) General. The Contractor shall submit samples of the stone which show the complete color range to the Engineer for approval. The Contractor shall be responsible for verifying all dimensions incidental to this work and shall promptly report any discrepancies to tl�e Bnginecr. (2) Mortur. Mortar shall be mixed in the proportions by volume of one part portland cement, one part hydrated lime, and six parts of sand; or, one part of Type II masonry cemant and three parts of sand. Water content in the mortar mix sl�all be the amount required to obtain a workable plastic mortar, Mixture shall be mixed for a minimum period of three minutes in a dru►n type batch mixer and used within one hour after mixing. Mortar not used within that time shall be disca►�ded (retempering will not be permitted). The mortar boxes will be cleAned at the end of each day's work. (3) Workmanship. Stone masonry must be set by competent, experienced masons. Each stane shall be cleaned, sponged, and drenched with clean water just before setting. Each stone shall be set in a full bed of plastic mortar. Face joints of Random Rubbie Stone may vary from I/2 inch to 2 inches in thickness. Face joints of Roughiy Squared Stone may vary from ]/4 inch to 1/2 inch in thickness, Jofnts shal) be uniform and raked out 3/4 inch deep for face pointing. Whare nacessary to prevent crushing mortar, small lead pads the thickness of the joint and set one (1) inch back of the face shatl be used. Wood wedges will not be sllowed. Joints not pointed st the time the stone is laid shall be thoroughly wet with clean water and filled with mortar, The mortar shall be well driven into the joints and finished with an spproved pointing tool. The wall shall be kept wet while the pointing is being done. After the pointing is completed and the mortar set, ail showing surfaces shall be cleaned of loose mortar and cement stains. Just prior to the completion of ths contract, the showing surfaces shall again be cleaned in a manner satisfactory to the Engineer. Measurement, This Item will be considered subsidiary to the unit price each for A, Prefabricated Site Shelter. Only accepted work will be included, and the dimensions used for measurement will be those shown on the plans or ordered in writing by the �ngineer. S. Payment. The work performed and materiais fumished in accordance with this [tem and measured ns provided under "Measurement" wilt Ue paid for at the unit price each for each shelter. This price shall be ful) compensation for furnishing and hauling all materials; for al) freight involved; for preparing and placing all materials, including cancrete for faoting; and for ni) labor, tools, equipment and incidentals necessacy to complete the work, 2-2 Trall Drivers SPECiAL SPECIFICATION ITEM bbbb Bench on Pad 1. Description. This ttem shall consist of furnishing sll materials, equipment, labor and incidentats ncccssary for installing steel benches on concrete pads in areas as designated on tha plans and ss specified by the Engineer. 2. Materials and Construction Methods. All materiels furnished and all construction methods utilized shall be in aacordance with the plans detsils and as noted wlthin the General Notes and Specification Data or as speci�ed by the Englneer. 3. Measurernent. This Item will be measured by cach unit, as shown on the plans, compiete and in place. 4. Payment. The work performed end mater3als furnished in accordance with thls Item and measured es provided under "Measurement" will be paid for at the unit prlce bid for each "Bench on Pad". This price shall be full compensation for furnishing all materials, equipment, labor and incidentats nacessary to complete the work. e 1-1 Treil Drivers SPECIAL SPECIFICATION ITEM cccc Litter Receptacle on Pad f. Description. This ltam shall consist of furnishing al! materials, equlpment, labor and incidentals necessary for installing steel litter receptac{es on concrete pads as designated on the plans and as specified hy the Engineer. 2. Materials and Construction Methods. All mAterials furnished and all construction methods utilized shall be in accordance with the plans detaiis and as noted within the General Notes and Specification Data or as specified by the Engineer. 3. Measurement. This Item will be measured as each steel litter receptacle complete in place. 4, Payment, The work performed and materials furnished in accordance with this Item and measured as provided for under "Measurement" will be paid for at the unit price bid for "Litter Receptacle on Pad." This price shall be full compensation for fl�rnishing all materlals, equipment, labor and incldentals necessary to complete the work. 1-1 TrAil Drivers SPECIAL SPECIFYCATION ITEM dddd Map Pedestal 1, Description. This Ite►n shall govern for the construction snd installation of the map pedestals which shall be located in accordance with tl�e plans. 2. Material. (1) The stone for the pedestats shal) be Texes Limestone. Atl drilling, cutting, sawing, grinding, and finishing shatl be performed by the stone supplier. The stone shalf be ready for the contractor to install on the jobsite, The supplier shall patch drill holes as needed. (2) Concrete shall be in accordance with ttem 421, "Portland Cement Cnncrete." Reinforcing steel shall be in accordance with Item 440, "Reinforcing Steel." Epoxy shall be in accordance with Item 5295, "Epoxy and Adhesives:' Conerete grout shall be in accordance with ltem 4088, "Flowable Backfill." (3) The high pressure laminate signs for the pedesals shall be as detailed in the plans. Tlie Contractor shall order and furnish the signs, 3. Installation. The Contractor shall install the map pedestsls in strict accordance with the plans and as noted within the General Notes and Speci�cations. 4. Measurement. This Item, satisfactorily completed and placed in accordance with the ptan details. 5. Payment. The work performed and materials furr�islied in accordazlcc with this Item snd measured under "Measurament" shall be paid for at the unit price l�id for each "Map Pedestal" of the size specified, complete and in place. This price shall be ful) catnpensntini7 for furnishing all materials including equipment, labor and incidentals necessary to complete the work. 1-1 Trail Drivers SPECIAL SPECIFICATION ITEM eeee Portable Toilet Enclosure A. Site Structure: 1. Description. This ttem shall consist of all materials and Inbor necessary for the installation of a site structure as shown on the plans, details and as speci�ed. 2. Materials and Construction Methods. All materials furnisl�ed and all construction methods utilized shall be in accordance with ti�e pians, details and Specification Data. 3. Measurement. This Item will be measured by each site structure, as shown on the plans, complete and in place, 4. Payment. The work performed and materisls furnished in accordance with this Item and measured as provided for under "Measurement," will be paid for as a part of the unit price bid for each "Aortable Toilet Enclosure". This price shall be full compensation for furnishing all materials, equipment, labor and incidentals necessary to complete the work. S. Speci�cation Data Table of Contents • SECTION 03 3000 CAST-IN-PLACE CONGRETE • SECTION 04 2200 CONCRETE UNIT MASONRY • SECTION 04 4300 STONB MASONRY • SECTTON 04 7200 CAST STONE MASONRY • SECTION OS l200 STRUCTURAL STEEL FRAMING • SECTI(�N OS 7500 DECORATIVE FORMED METAL • SECTION I O 22 ] 3 WIRE MESH PARTITIONS • SECTION 31 2000 EARTH MOVtNG I-1 Trail Drivers SPECIAL SPECIFiCArI'ION I��►T� Portable Toilet Enclosure CAST-IN-PLACE CONCRETE PART 1 - C3ENERAL 1.01 RELATED DOCUMENTS A, Drawings and generai provisions of the Contract, including Genera► snd Supplementary Conditions and Division 01 Specification Sections, apply to tl�is Section, 1.02 SUMMARY A, This Section specifies cast-in place concrete, inciuding formwork, reinforcement, concrete mAteriats, mixture design, placement procedures, and finishes, for the following; l. Slabs-on-grade. ' B. Relnted Sections include the following; ' l. Division 31 Section "Earth M�ving" for drainage fill under slabs-on-grade. , 1.03 DBFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of the fallowing: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast-furnace slag, and silica fume; subject to compliance with reqttirements. 1.04 SUBMfTTALS A, Product Data: For each type of product indicated. B, Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of . materials, Project conditions, weather, test results, or other circumstances warrant ndjustments. 1. lndicate amounts of mixing water to be withheld for ]ater addition at Project site. C. Steel Reinforcement Shop Drawings; Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrange�nent, splices and laps, mechanical connections, tie spacing, haop spacing, and supports for concrete reinforcement. D. Formwork Shop Drawings; Prepared by or under the supervision of a qualified prafcssional engineer detailing fabrication, assembly, and support of formwork, 1. Shoring and Reshoring: Indicate proposed schedule and sec�uence of stripping formwork, shoring removal, and installing and removing reshoring. ' E, Satnples; For vapor retarder. F. Welding certificates. G, Qualification Data: For Installer. eeee - 2 Trail Drivers H. Materia) Test Reports: For the following, from a qualified testing agency, indicating compliance with requirements. 1. Aggregates. Include service record data indicating absence of deleterious expansion of concrete due to alkali aggregate reactivity. l. Material Certificates: For each of the following, signed by manufacturers: 1. Cementitious materials. 2. Admixtures. 3. Form materials and fnrm-retease agents. 4. Steel reinforcement and accessories. S. Curing compounds. 6. Floor and slab treatments. 7. Vapor retarders. 8, Repair materials. J. Floor surface flatness and levelness measurements to determine compliance with specified talerances. K. Field quality-control test and inspection reports. L. Minutes ofpreinstallation conference. 1.OS QUALITY ASSURANCE A. Installer Qualifications: A qualified installer who employs on Project personnel q�alified as ACl- certified Flatwork Technician and Finisher and a supervisor who is an ACl-certified Concrete Flatwork Techniaian. B. Manufacturer Qualiftcations: A firm expericnced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. 1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities." C. Testing Agency Qualifications: An independent agency, acceptable to autharities having jurisdiction, qualified according to ASTM C 10�7 and ASTM E 329 for testing indicated, as documented according to ASTM E 548. 1. Personnel conducting field tests shall be quatified ss ACI Concrete Field Testing Technician, Grade l, according to ACT CP-01 or an equivalent certification program. 2. Personnel performing laborato�y tests sha11 be ACJ-certified Conerete Strength Testing Technician nnd Concrete Laboratory Testing Technieian - Grade I. Testing Agency laboratory supervisor shall be sn ACI-certified Cancrete Labaratory Testing Teehnician - Grade lI. D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from one source, and obtain admixtures tlirough one source from a single manufacturer. E. Welding: Qualify procedures and personnel according to AWS D1.4, "Struch�ral Welding Code-- Reinforcing Steel." F. ACI Publications: Comply with the following unless modified by requirements in the Contract Dacuments: 1. ACI 301, "SpecificRtion for Structural Concrete," Sectiotts 3 through 5. 2. ACl 117, "Specifications for Tolerances for Concrete Construction and MAterials." G. Concrete Testing Service; Engage a qualified independent testing agency to perfonn material evaluation tests and to design concrete mixtures. eeee - 3 Traii Drivers H, Mockups: Cast concrete slab-on-grade and formed-surface panels to demonstrate typical joints, surface finish, texture, tolerances, and stAndard of workmanship. 1, Build panel approximately 200 sc�, ft. for slab-on-grade and 100 sq. ft, for formed surface in the locatiou indicated or, if not indicated, as directed by Architect/Engineer. 2. Approved panels may becpme part of the completed Work if undisturbed at time of Substantial Campletion, l, Preinstallation Conference; Conduct conference at Project site to comply with requirements in Division O1 Section "Project Management and Coordination," 1. Before submitting design mixtures, review concrete design mixture and examine procedures for ensuring quality of concrete materiais. Require representatives of eacl� entity directly eoneei7�ed with east-in-place concrete to attend, including the following; a. Contractor's superintendent. b. Independent testing ngency responsible for concrete design mixtures. c. Rendy-mix concrete manufacturer. d. Concrete subcantractor. 1.06 DELIVERY, STORAGE, AND HANDLING A. Steel Reinforcement: Deliver, stare, and handle steel reinforcement to prevent bending and damuge. Avoid damaging coatings on steel reinforcement. B. Waterstops: Store waterstops under cover to protect from moisture, sunlight, dirt, oil, and other contaminants. PART 2 - PRODUCTS 2,01 MANUFACTURERS A, In other Part 2 articles where titles below introduce lists, the foliowing requirements apply to product selection: 1. Manufacturers: Subjeet to compliance tivith requirements, provide products by one of the manufacturers specified, 2.02 FOR.M-FACING MATER]ALS A. Smooth-�ormed Finished Concrete: Form-facing panels that wi)1 provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints, 1. Plywood, metal, or other approved pane) materia)s. 2. Exterior-grade piywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows; a. Higli-density overlay, Class 1 or better. b, Medium-density overlay, Class 1 or better; mill-release agent treated and edge sealed, c. Structural l, B-B ar hetter; mill oiled and adge sealed. d. B-B (Concrete Fortn), Class 1 ar better; mill oiled and edge sealed. B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or nnother npproved material. Provide lumber dressed on at least two edges and one side for tight fit. C. Forms for Cylindrical Columns, Pedestals, and Supports: Metel, glass-fiber-reinforced plastic, paper, or fiber tubes that will produce surf�ces with gradual or Abrupt irregularities not exceeding specified formwork surface class, Provide units with sufficient wall thickness to resist plastic coi�crete loads without detrimental deformation. eeee - 4 Trail Drivers D. Form-Release Agent: Commercielly formulated form-re)ease agent that wi11 not bond with, stain, or adversely affect concretc surfaces �nd will not impair subsequent treatments of concrete surfaces. _ 1. Formulate form-release agent with rust inhibitor for steel form-facing materials, 2.03 STBEL REINFORCEMENT A, Reinforcing Bars: ASTM A 6l5/A 615M, Grade 60, deformed. 2.04 REINFORCEMENT ACCESSORIES A, Joint Dowel Bars; ASTM A 615/A 615M, Grade 60, plain-stee) bars, cut bars true to length with ends square and free of burrs. B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufactare bar supports from steel wire, plastic, or precast concrete according ta CRSI's "Manual of Standard Prsctice," of grester compressive shength than concrete and as follows: 1, For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class t plastic-protected steel wire or CRSI Class 2 stainless-steel bar supports. 2. For epoxy-coated reinforcemenk, use epoxy-coated or other dielectric-polymer-coated wire bar supports. 3. For zinc-coated reinforcement, use galvanized wire or dielectric-polytner-coated wire bar supports. 2.05 CONCRETE MATERIALS A. Cementitious Materiai: Use thc following cementitious materials, of the same type, brand, and saurce, throughout Project: 1. Portland Cement: ASTM C 150, Type I/II, gray. Supplement with the following: a. Fly Ash: ASTM C 618, Glass C. b, Ground Granulated Btast-Furnace Slag: ASTM C 989, Grade 100 or 120. B, Silica Fume: ASTM C 1240, amorphous silica. C. Nonnal-Weight Aggregates: ASTM C 33, Class 3M coarse aggregate or better, graded. Provide Aggregates from a single source witli documented service record data of at least 10 years' satisfactory service in simila� applications snd service conditions using similar aggregates and cementitious materials. 1. Maximum Goarse-Aggregate Size: 1-1l2 inches nominal. 2. Fine Aggregate: FreB of materials with deleterious reactivity to alkali in cement. D, Lightweight Aggregate: ASTM C 330, 1-inch no►ninal maximum aggreg�te size. E. Water: ASTM C 94/C 94M and potable. 2.06 ADMIXTURES A, Air-Entraining Admixture; ASTM C 260. B. Chernical Admixtures: Provide admixtures certified by manufacturer to be compatib(e with other admixtures and that will not contribute water-soluble cl�lorfde ions exceeding those permltted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. 1. Water-Reducing Admixtura: ASTM C 494/C 494M, Type A. 2. Retarding Admixture: ASTM C 494/C 494M, Type B. 3. Water-3Zeducing and Retarding Admixture; ASTM C 4941C 494M, Type D. 4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F. eeee - 5 Trail Drivers 5. Nigh-Range, Water-Reducing end Retnrding Admixture; ASTM C 49A/C 494M, Type G. 6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type f!. 2.Q7 VAPOR RETARDBRS A, Plastic Vapor Retarder: ASTM E 1745, Class A. lnclude manufacturer's recommended adl�esive or pressure-sensitivetape. " 1. Products: a, Fortifiber Corporation; Moistop Uitra A, b. Raven Industries lna; Vapor Block 1S. e. Reef industries, Inc.; Griffolyn Type-65G. B. P)nstic Vapor Retarder: ASTM E 1745, Class B. Include manufacturer's recommended adllesive or pressure-sensitive tape, � 1. Aroducts; n. Fortifiber Co�poration; Moistop Ultra. b. Raven Industries Inc.; Vapor Block 10. c, Stego )ndustries, LLC; Stego Wrap, l5 mils. C, Plastic Vapor Retarder: ASTM E 1745, Class C, or polyethyiene sheet, ASTM D a397, not less than )0 mils thiek. tnelude manufacturer's recommended adhesive or pressure-sensitive joint tape, I. Products: a. Fartifiber Corporation; Moistop Plus, b. Raven Industries Inc.; Dura Skrim 6. c. Reef Industries, Inc.; Griffolyn Type-65. d, Stego Industries, LLC; Stego Wrap, 10 mils. ` 2.08 FLOOR AND SLAB TREATMENTS A. Slip-12esistive Emety Aggregate Finish: Factory-graded, packaged, rustproof, nonglaaing, abrasive, crushed emery aggregate containing not less than 50 percent aluminum oxide and not less than 20 percent ferric oxide; unaffected by freezing, moisture, and cleaning materials with 100 percent passing 3/8-inch sieve. 1. Products; a. Anti-Hydro ]nternational, lnc.; Emery. b. Dayton Superior Corporation; Emcry Non-Slip. c. Emeri-Crete, Ino.; Emeri-Toperete. d, Lambert Corporation; �MAG-20. e. L&M Construction ChemicAls, Inc.; Grip It. f. Metalcrete Industries; Metco Anti-Skid Aggregate. 2.09 CURING MATERIALS A. Evaporatlon Retarder; Waterborne; monomolecular film forming, manufactured for application to fresh COnCrCte. 1. Products: a, ChemMasters; Spray-Pilm. b. 1Caufrnan Products, Inc.; Vapor Aid. c. L&M Construction Chemicais, Inc.; E-Con. d, MBT Protection and Repair, Div, of ChemRex; Confilm. e. Meadows, W. R., lnc.; Sealtight Evapre. f. Sika Corporation, Inc,; SikaFilm. g, Symons Corporation, a Dayton Superior Compeny; Finishing Aid. eeee - 6 Trail Drivers B. Absorptive Cover; AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry, C. Moisture-Retaining Cover; ASTM C 171, polyethylene film or white buriap-polyethylene sheet. D. Water: Potabie. E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating. 1. Products: a. ChemMasters; Safe-Cure Clear. b. Kaufman Products, Inc.; Thinfilm 420. c. L&M Construction Chemicals, ]nc.; L&M Cure R. d. Meadows, W. R., Inc.; I 100 Clear. F. Ctear, Waterborne, Membrane-�orming Curing Compound: ASTM C 309, Type l, Class B, nondissipating, certified by curing compound manufacturer to not interfere with bonding of floor covering. 1. Produets: a. ChemMasters; Safe-Cure & Sea120. b, Kaufinan Products, Inc.; Cure & Seal 309 Emulsion. c. L&M Construction Chemicals, tnc.; Dress & Sea) WB. d. Meadows, W. R., Inc.; Vocomp-20. 2.10 REPAIR MATERlALS A. Repair Underlayment; Cement-based, polymer-modified, self-leveling product that can be applied in tliicicnesses from t/8 inch and that can be feathered at edges to match adjacent floor elevations. I, Cement Binder; AS1"M C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. 2, Arimer: Product of underlayment manufacturer recommended for substrate, conditions, and application. 3. Aggregate: Well-graded, washed gravei, 1/8 ta 1/4 inch or coarse sand as recommended by underlayment manufacturer. q, Compressive Strength: Not less than 4100 psi at 2$ days when tested according to ASTM C 109/C 109M. B. Repair Qverlayment: Cement-based, polymer-modi�ed, self-leveling product that can be applied in thicknesses from l/8 incl� and that cen be feathered at edges to match adjacent fioor elevations. ]. Cement Bindar: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. 2. Primer; Product of topping manufacturer recommended for substrate, conditions, and application. 3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch or Goarse sand as recommended by topping manufacturer. 4. Compressive Strength: Not less than 5000 psi At 28 days when tested according to ASTM C l09/C 109M. 2.1 1 CONCRETE MIXTURES, GENERAL, A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laborstory trial mixture or fieid test data, or both, according to AC! 301. t, Use a qualified independent testing egency for preparing and raporting proposed mixture designs based an laboratory trial mixtures. B. Cementitious Materials: Limit percentage, by weight, of cementitious materials othar than portland cement in concrete as follows: eeee - 7 Trail Drivers 1. Fly Ash: 2S percent. 2. Combined Fly Asl� and Pozzolan: 25 percent. 3. Ground Granulated Blast-Furnace Slag: SO percent. 4. Combined Fly Ash or Pozzolan and Ground Granulated Blast-Furnace Slag: 50 percent portlnnd cetnent minimum, with fly nsh or pozzolan not exceeding 2S percent, 5. Silica Fume: 10 percent. 6. Combined Fly Ash, Pozzolans, and Silica Fume; ?S percent with fly ash or pozzalans not exceeding 25 percent and silics fume not exceeding 10 percent. 7. Combined Fly Ash or Pozzolans, Ground Granulated Blast-Furnace Slag, and Silica Fu►ne: SO percent with fly Ash or pozzolans not exceeding 25 percent and silics fume iiot exceeding 10 percent. C, Limit water-soluble, chloride-ion content in hardened concrete to 0.06 percent by weight of cement. D. Admixtures: Use admixtures according to.manufacturer's written instructians. I. Use water-reducing, high-range water-reducing or plasticizing sdmixture in concrete, as required, for placement and workability. 2, Use water-reducing and retard3ng admixture when required by high temperatures, low humidity, or other adverse placement conditions. 3. Use water-reducing admixture in pumped concrete, Gonorete for heavy-use industrial slabs and parking structure slabs, conerete required ko be watertight, and concrete with a water-cementitious materials ratio below 0,50, A. Use corrosion-inhibiting admixture in cancrete mixtures where indicated. 2.12 CONCRETE M�XTURES FOR BUILDING ELEMENTS A. Slabs-on-Grade: Proportion normal-weight concrete mixture as fol)ows: 1. Minfmum Compressive Strength: 3000 psi at 28 days. 2. Minimum Gementitious Materials Content: 470 Ib/cu. yd. 3. Slump Limit: 4 inches, plus or minus 1 incl�. 4. Air Content: 5-(/2 percent, plus or minus I.5 percent at point of delivery for 1-1/2-incli nominal maximum aggregate size. 2.13 FABRICATING REINFORCEMENT A, Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice," 2.14 CONCRETB MCXING A, Ready-Mixed Concrete; Measure, batch, mix, and deliver concreta accarding to ASTM C 94/C 94M and ASTM C 11 ] 6, and furnish batcl� ticket information. 1. When �ir temperature is between 8S and 90 deg F, reducc mixing and delivery time from 1-1/2 l�ours to 7S minutes; when air tempei•ature is above 90 deg F, reduce mixing and delivery time to __60.minutes. _ _. _ _ _ _ _ _ _-- B. Project-Site Mixing; Measure, batch, end mix cancrete materials and canerete acc�rding to ASTM C 94/C 94M. Mix conerete materials in appropriate drum-type batch machine rnixer. 1. For mixer capacity of 1 cu. yd, or smaller, continue mixing at least 1-1/2 minutes, but not tnore than S minutes after ingredients are in mixer, before any part of batch is released. 2. For mixer capacity farger than 1 cu. yd., increase mixing time by 15 seconds for each additiona) 1 cu. yd.. 3. Provide batch ticket for each batch discharged and used in tl�e Work, indicating Project identification name and number, date, mixture type, mixture time, c�uantity, �nd amount �f water added. Record approximate location of final deposit in stnicture. eeee - 8 Trail Drivers PART 3 - EXEGUTION 3.01 FORMWORK A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to suppart vertical, lateral, static, end dynamic loads, and construction loads that might be applied, until structure can support such loads. B. Construct farmwork so concrete members and struchires are of size, shape, alignmeni, elevation, And position indicated, within tolerance limits of ACl 117. C. Limit ooncrete surface irregularities, designated by ACI 347R as abrupt or graduAl, as follows: 1. Class A, 1/8 inch for smooth-formed finished surfaces. 2. Class B, 1/4 inch for rough-formed finished surfaces. D. Construct forms tight enough to prevent loss of concrete mortar. E. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crust� or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces steeper than 1..5 harizontal to 1 vertical. 1. Do not use rust-stained steel form-facing material. F. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finisl�ed cancrete surfaces. Provide and secure units to support screed strips; use strike-off templates or compacting-type sGreeds. G. Do not chamfer exteriar corners and edges of permanently exposed conerete. H. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work, Determine sizes and locations from trades providing such items. I. Clean forms and adjacent surfaces to receive concrete. itemove ehips, wood, sawdust, dirt, and other debris just before placing concrete. J. Retighten forms and bracing before p)acing concrete, as required, to prevent mortar leaks and maintain propar alignment, K. Coat contact surfaces of forn�s witl� form-release agent, according to manufacturer's written instructions, befare placing reinforcement. 3.02 EMBEDDED ITEMS A, Place and secure anchorage devices and other embedded items required for adjoining wbrk that is attached ta or supported by cast-in-piace conerete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded, 1, install anchor rods, accurately located, to elevations required and complying with toterances in Sectiot► 7.5 of AISC's "Code of Standard Practice for Stee) Buildings and Bridges." 3.03 REMOViNG AND REUSING Ft?RMS A. General; Formwork far sides of beams, walls, columns, and similar parts of the Work that does not support weight of conerete may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete, if concrete is hard enough to not be damaged by form-removai operations and curing and protection operations are maintained. eeee - 9 Trail Drivers Leave formwork for beam soffits, joists, slabs, and otl�er structural eletnents that supports weiglit of concrete in place until concrete iias achieved at least 70 percent of its 28-day design compressive strength. B, Clean and repair surfaccs of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form-facing material will not be acceptnble for exposed surfaees. Apply new form-release agent. C. When forms are reused, clean surFaces, remove fins and laitance, and tighten to alose joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surFaces untess approved by Arcl�itect/�ngineer, 3.04 VAPOR RETARDERS A. Plastic Vapar Retarders: Place, pratect, and repair vapor retarders according to ASTM E 1643 and manufacturer's written instruetions. 1. Lap joints 6 inches and seal with manufacturer's recommended tape. 3,05 STEEL REINFORC�MENT A. General: Comply witli CRSI's "Manual of Standard Practice" far placing reinforeement. 1. Do not cut or puncture vapor retArder. Repair damage and reseal vapor retarder before placing concrete. B, Claan reinforcement of loose rust and rhill scale, earth, ice, and other foreign materials that would reduce bond ta concrete. C, Accurately positlon, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. 3,06 CONCRETE PLACEMBNT A. Before placing conerete, verify tl�at installation of formwork, reinforce►nent, and embedded iterns is complete and that required inspections have been performed. H. Do not add water to concrete during delivery, at Project site, or during placement uniess approved by Architect. C. Before test sampling and placing concrete, water may be added at Praject site, subject to limitations of AC) 301. 1. Do not add water to conerete afiter adding high-range water-reducing admixtures to mixture. D. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on aonerete that has hardened enough to cause seams or pinnes of weakness. tf a section cannot be placed continuously, provide constructian joints as indic�ted, Deposit conerete to avoid segregation. 1. Deposit concrete in horizontal lAyers of depth to not exceed formwork design pressures and in a manner ta avoid inciined constntction joints. 2. Consalidate p)aced concrete with mechanical vibrating equipment according to ACI 301. 3. Do not use vibrators to transport concrate inside forms, lnsert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrata placed layer and at least 6 inches into preceding layer, Do nat inse��t vibrators into lower layers of concrete that have begun to lose plasticity. At eacl� insertion, limit duration of vibration to time necessary to consolidate concrete and complete eeee - 10 Traii Drivers embedment of reinforcement and otlier embedded items without causing mixture constituents to segregate. E. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, unti) placement of s panel or section is complete. 1. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners. 2. Maintain reinforcement in position on chairs during concrete ptacement. 3. Screed slab surfaces with a straightedge and sirike off to correct elevations. 4. Slope surfaces uniformly to drains where required. 5. Begin initial floating using bull flaats or darbies to form a uniform and open-textured surface plane, befare excess bleedwater appears on the surface, Do not further disturb slab surfaces before starting �nishing operations. F. Cold-Weather Placement: Comply with AC! 306.1 and as follows. Pr�tect cnncrete work fram physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. l. When average high and low temperah�re is expected to fal) betow 40 deg F for three successiva days, maintain delivered concrete mixture temperature within the temperature range required by AC] 301. 2, Do not use frozen materials or materials containing ice or snow. Do not place conccete on frozen subgrade or on subgrade containing frozen materials. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs. G, Hot-Weather Placement; Comply with AC] 301 and as follows: 1. Maintain concrete temperature below 90 deg F at time of piacement. Chilled mixing water or chopped ice may be used to control temperature, provided water eyuivalent of iee is calculated to total amount of mixing water. Using liquid nitrogen to coo] concrete is Contractor's option. 2. Fog-spray forms, steel rainforcement, and subgrade just before plscing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. 3.07 FINISHIN(3 FORMED SURFACES A. Rougli-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed- surface irregularities. 1. Apply to concrete surfaces not expased ta public view. 3.08 FINISHING FLOORS AND SLABS A. General: Comply with ACI302,1R recommendatians for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet conerete surfaces. B. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, and ramps, and elsewhere as indicated. 1, Immediately after f7oat finishing, slightly roughen trafficked surface by brooming with fiber- bristle broom perpendicular to main tra�c route, Coordinate required final finish with Architect before application. 3.09 MISCELLANEOUS CONCRETE ITEMS A. Filling ln: Fill in holes and openings left in concrete structures, unless otherwise indicated, after work of other trades is in place, Mix, place, and cure concrete, as specified, to blend with in-place construction. Provide other miscellaneotis concrete filling indicated or required to complete the Work. eeee - } 1 Trail Drivers 3.10 CONCRETE PROTBCTING AND CURING A. General: Protect fi•eshly placed concrete from premature drying and excessive cold or hat temperatures, Comply with ACI 306.1 for cold-westher protectian and ACi 301 for hot-westher protection during curing. B, Evaporation Retarder; Apply evaporation retarder to unformed concrete surfsces if hot, dry, or windy conditions cause moisture loss appraaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before flaat finishing. C. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaaes, lf forms remain during curing pariod, moist cure a8er loosening forms. lf removing forms befare end of curing period, continue curing for the remainder of the curing period. D. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces. fi. Cure concrete according to AC1 308.1, by one or a combination of ti�e following methods; 1. Moisture Curing: Keep surfaces continuously maist for not less than seven days witl� the following materials; a. Water. b. Continuous water-fog spray. c. Absorptive cover, water saturated, and kept continuously wet, Cover concrete surfaces and edges with 12-inch lap over adjacent absorptive covers. 2. Moistiire-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining eover for curing concrete, placed in widest praeticable width, witl� sides and ends lapped at ]east 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. lmmediately repair any holes or tears during curing period using cover material and waterproof tape. a, Maisture cure or use moisture-retaining covers to cure concrete surfaces to receive floor coverings. b, Moisture eure or use moisture-retaining covers to cure concrete surfaces to receive penetrating lic�uid floor treatments. c. Cure concrete surfaces to receive floor coverings with eitlier a moisture-retaining cover or a curing compound that the manufacturer certifies will not interfere with bonding of floor covering used on Project.. 3. Curing Campound: Apply uniformly in continuous operation by power spray or roller according ta tnailufactur.er's written instructions. Recoat areas subjected to hesvy rainfall within thi•ee hours after Initial application. Maintain continuity of coating and repair damage during curing period. a. After curing period has elapsed, remove curing eompound without damaging concrete surfaces by methad recommended by curing compound manufacturer unless manufacturer certifies curing compound will not interfare with bonding af flvor covering used on Projeet. 4. Curing and Sesling Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller eccording to manufacturer's written instructions. Recaat areas subjected to heavy rainfall within tl�ree hours after initial application. Repeat process 24 hours later nnd apply a second coat. Maintain continuity of coating and repair damage during curing period, 3. ] I LIQUID FLOOR TREATMENTS A, Penetrating Liquid Floor T'reatment: Prepare, apply, and �nish penetrating liquid floor treatment aecording to manufacturer's written instructions. 1. Remove curing compounds, sealers, oil, dirt, laitance, and other eontaminants and complete surface repairs, 2, Do not apply to concrete that ls less than 28 days' old. eeee - 12 Trail Drivers Apply liquid until surface is saturated, scrubbing into surface until a gel forms; rewet; and repeat brooming or scrubbing. Rinse with water; remove excess material until surface is d�y. Apply a second coat in a similar manner if surface is rough or porous. B. Sealing Coat: Uniformly apply a continuous sealing coat of curing and sealing compound to hardened concrete by power spray or roller according to manufacturer's written instructions. 3,12 JO1NT FILLING A. Prepare, clean, and instal) joint filler according to manufacturer's written instructions. 1. Defer joint filting until concrete has t►ged at least one month(s). Do not fifl joints until constructlon tra�c has permanantly ceased. B. Remove dirt, debris, saw cuttings, curing compounds, And sealers from joints; leave contact faces of joint clean and dry. C. Install semirigid joint filler full depth in saw-cut joints and at least 2 inches deep in formed ,joints. Overfill,joint and trim joint filler flush with top of jaint after hardening. 3.13 CONCRETE SURFACE REPAIRS A. Defective Conerete: Repair and patch defective areas when approved by ArchitecdEngineer. Remove and replace concrete that cannot be repaired and patched to Architect's/Englneer's approvat. B. Patching Mortar; Mix dry-pack patching mortar, consisting of one part portland cement to two and one• tialf parts fine aggregate passing a No. l6 sieve, using only enough water for handling and placing, C. Repairing Formed Surfaces; Surfaca defects include color and texture irregularities, eracEcs, spalls, air bubbles, honeycombs, rock pockets, fins and otl�er projections on the surface, and stains and other discolorations that cannot be removed by cleaning. 1. Immediatefy after form removal, cut out honeycombs, rock pockets, and voids more than 1/2 inch in any dirnension in solid eoncrete, but not less than l ineh in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen with water, and brush-coat holes and voids with bonding agent. Fill and compact with patching mortar before bonding agent has dried. Fill form- tie voids with patching mortar or cone plugs secured in place with bonding agent. 2. Repair defects on surfaces exposed to view by blending white portland cement and standard portland cament so tliat, when dry, patching mortar will match surrounding oolor, Patch a test area at inconspicuous locations to verify mixture and color match before proceeding witl� patching, Compact mortar in place and strike off slightly higher than surrounding surfaee, 3. Repair defeets on concealed formed surfaces that affect concrete's durability and structural performance as determined by ArchitecdEngineer. D, Repairing Unformed Surfaces: Test unformed surfaces, such es floors and slabs, for finish and verify surface tolerAnces specified for each surface. Correct low and high areas. Test surfaces sloped to drain for trueness of slape and smoothness; use a stoped template. 1, Repair finished surfaces containing defects. Surface defects inctude spalls, popouts, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide or that penetrate to reinforcement or completely through unreinforced sections regardless of width, and other objectionable conditions. 2. After concrete has eured at least 14 days, correct high areas by grinding. 3. Correat localized low areas during or immediately aiier completing surface finishing operations by cutting out low areas and replacing witli patching mo�tar. Finish repaired areas to blend into adjacent conerete. 4. Correct other low nreas scheduled to receive floor coverings with a repair underlayment, Prepare, mix, and apply repair underlayment and primer according to manufacturer's written instructions to eeee - 13 Trail Drivers produce a smooth, uniform, plane, and level surface. Feather edges to match adjacent floor elevations. 5. Correct other tow areas scheduled to remain exposed with a repair topping. Cut out low areas to enstire a minimum repair topping depth of l/4 inch to match adjacent floor elevations. Preparc, mix, and apply repair topping and primer according to manufacturer's written (nstructions to produce a smooth, uniform, plane, and leval surface. 6, Repair defective nreas, except random cracks and single holes 1 inch or less in diameter, by cutting out and replacing with fresh conerete. Remove defective areas with clean, squai•e cuts and expose steel reinforaement with at least a 3/4-inch clearance all around. Dampen concrete surfaces in cantact with patching concrete and apply bonding agent. Mix patching concrete of same materials and mixture as ariginal concrete except without coarse aggregate. Place, eompact, and finish to blend with adjacent finished concrete, Cure in same manner as udjacent concrete. 7. Repair random cracks and single holes I incl� or less in diameter with patching mortar. Groove top of cracks and cut out holes to soand concrete and clean off dust, dirt, and loose particles, Dampen cleaned concrete surfaces and apply bonding agenl. Place patching mortar before bonding agant hAs dried, CompAct patching mortar snd finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. E. Perform structural repairs of concrete, subject to Architect's/Engineer's approval, using epoxy Adhesive and patcl�ing mortar. F. Repair materials snd installation not specified above may be used, subject to Architect's/Engineer's approval, 3.14 FIELD QUALITY CONTROL A. Testing and Inspecting: Engage a quslified testing and inspecting agency to perform field tests anci inspections and prepare test reports. B. Inspections: 1. Stee) reinforcement placement. 2. Headed bolts and studs. 3. Verification of use of required design mixture. 4, Concrete plaeement, including convcying and depositing. 5. Curing procedures and maintenance of curing temperature. 6, Verification of concrete strength before removal of shores and forms from beams and slabs. C. Concrete Tests: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements; 1. Testing Frequency: Obtain one composite sample for each day's pour of each conerete mixture exeeeding S cu, yd., but less than 2S cu. yd., plus one set for each additional SO cu, yd, or fraction thereof. 2. Testing Frequency: Obtnin at least ona composite sample for each 100 cu. yd, or fraction thereof of each concreta mixture plaeed each day. - -- - -- a. When frequency of testing will provide fewer than five compressive-st►•ength tests for each concrete mixture, testing shall be conducted from at Ieast five randomly selected batches or from each batch if fewer than five are used, 3. Slump: ASTM C 1�t3/C 143M; one test at point of placement for each composite sample, but not less than one test for each day's pour of each conerete mixture. Perform additional tests when conerete consistency appears to change, 4. Air Content: ASTM C 231, pressure method, for normal-weight concrete; ASTM C 173/C 173M, volumetric method, for structural lightweight concrete; ]one test for each composite sa►nple, but not less than one tast for each day's pour of each concrete mixture. 5. Concrete Temperature; ASTM C 1064/C 1064M; one test hourly when air temperature is 40 deg F and below and when 80 deg F and above, and one test for each composite sample. eeee � 14 Trail Drivers 6. Unit Weight: ASTM C 567, fresh unit weight of structural lightweight concrete; one test for each composite sample, bUt not less tl�an one test for each day's pour of each concrete mixture. 7. Compression Test Specimens: ASTM C 31/C 31M. s. Cast and laboratory cure two sets of two standard cylinder specimens for eaci� composite sample. b. Cast and field cure two sets of two standard cylinder specimens for each composite sample. 8. Compressive-Strength Tests: ASTM C 39/C 39M; test one set of two laboratory-cured specimens at 7 days and one set of two specimens at 28 days. a. Test oite set of two field-cured specimens at ? days and one set of two specimens At 28 days. b. A compressive-strength test shall be tl�e average compressive strength from a set of two specimens obtained from same composite sample and tested at age indieated. 9. When strength af field-cured cyiinders is less than 85 percent of companion laboratory-cured cylinders, Contractor shall evaluate operations and provide corrective procedures for protecting and euring in-place concrete. 10. Strength of each concrete mixture wili be satisfactory if every average of any three consecutive compressive-strength tests equals or exaeeds specified compressive strength and no compressive- strength test vulue falls below specified compressive strength by more than 500 psi. 11. Test results shall be reported in writing to Architect/Engineer, concrete manufacturer, and Contractor within 48 hours of testing. iteports of compressive-strength tests shall contain Aroject identification name and number, date of canerete placement, name of concrete testing and inspeeting agency, loeation of conerete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7- and 28-day tests. t2, Nondestructive Testing; Impact hammer, sonoscopa, or other nondestructive device may be permitted by Architect/Engineer but will not be used as sole basis for approval or rejection of conerete. 13. Additional Tests: Testing and inspecting agency sha11 make additianal tests of concrete when test results indicate that slump, air entrainme�tt, compressive strengths, or other requirements have not been met, as directed by Architect/Engineer. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42/C 42M or by other methods as directed by ArchitectlEngineer. 14. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional wark with specified requirements. l S, Correct deficiencies in the Work that test reports and inspections indicate dos not comply with tl�e Contract Documents. D, Measure floor and slab flatness and levelness according to ASTM E 11 SS within 24 hours of finishing. END OF SECTION eeee - 1 S Traii brivers SPECIAL SPECIFICATION ITEM eeee Portable Toilet Enclosure CONCRETE UN1T MASnNRY PARTI-GENERAL i 1,01 REI.,ATED DOCUMENTS A. Drswings and general pr4visions of the Contract, inGluding General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. � s 1.02 SUMMARY � A, Section Includes: 1. Concrete masanry units. 2. Decorative concrete masonry units. 3. Mortor and grout. q. Stee{ reinforcing bars. � 5. Masonry joint reinforcement. I 6. Ties and anchors. ` 7. Einbedded flashing. 8. Miscellaneous masonry accessories. B. Rclated Sections; 1. Division 04 Section "Cast Stone Masonry" for furnishing cast stone trim. > 2. Division 04 Section "Stone Masonry° for furnishing stone wainseot, � 3. ` 1.03 DEFINITIONS A. CMU(s): Concrete masonry unit(s). B, Reinforced Masonry: Masonry containing reinforcing steel in grouted cells. I ,0�1 PERFORMANCE REQUIREMENTS A, Provide structura] unit masonry that develops indicated net-area eompressive strengths at 28 days. 1. Determine net-area compressive strength of masonry from average net-area campressive strengths of masonry units and �nortar types (unit-strength method) according to Tables 1 and 2 in ACI 530.1/ASCE 6/TMS 602. 2. Determine net-area compressive strength of masonry by testing masonry prisms according to ASTM C 1314. 1.05 PRECONSTRUCTION TESTING A. Preconstruction Testing Service; Engage a qualified independant testing agency to perform preconsh�uction testing indicated below. Retesting of materials that fail to comply with specified requirements shall be done at Gantracto�'s expense. 1, Prism Test: For each typa of constn�ction required, according to ASTM C] 314. eeee - 16 Trail Drivers 1,06 SUBMITTALS A. Product Data: For eact� type of product indicated. B. Shop Drawings: For the foilowing: 1. Masonry Units: Show sizas, profiles, coursing, and locations of special shapes. 2, Reinforcing Steel; Detail bending and placement of unit masonty reinforcing bars. Comply with AC1315, "Details and Detailing of Concrete Reinforcement." Show elevations of reinforced walls. 3, Fabricated Flasliing: �etail corner units, end-dam units, and other special applications, C. Samples for initial Selection; 1. Decorative CMUs,1n the form of small-scale units. 2. Colored mortar. 3. Weep holes/vents. D, Samples for Verification: For eacli type and color of the following: l. Decorative CMUs. 2. Pigmented mortar. Make Samples using same sand and mortar ingredients to be used on Project. 3. Accessories embedded in masonry. E. List of Materials Used in Constructing Mockups: List generic product names togetl�ec with manufacturcrs, manufaeturers' product names, model numbers, lot numbers, bateh numbers, source of supply, and other information as required to identify msterials used. Include mix proportions for mortar and grout and source af aggregates. l. Submittal is for inforntatian only. Neither receipt of list nor approvai of mockup constitutes approval of deviations from the Contract Documents unless such deviations are specifically brought to the attention of Architect and approved in writing. F. Qualification Data: For testing agency, G. Material Certificates: For each type and size of the following: 1. Masonry units. a. Inciude inaterlal test reports substantiating compliance wit}� requirements. b. For masonty units used in structural masonry, inc►ude data and eaiculations establishing average net-area compressive strength of units. 2, Cementitious materlals, lnclude brand, rype, and name of manufacturer. 3. Preblended, dry mortar mixes. Include description of rype and proportions of ingredients. 4. Grout mixes. Include description of type and proportions of ingredients. S, Reinforcing bars. 6. Joint reinforcement. 7. Anchors, ties, and metal accessories. H. Mix Designs: For each type of mortar and grout. Include description of type and proportions of ingredients. 1. Include test reports for mortar �nixes required to comply with property specification. Test according to ASTM C 109/C 104M for compressive strength, ASTM C 1506 for water retention, and ASTM C 91 for air content. 2, Include test reports, sccording to ASTM C]019, for grout mixes required to comply with compressive strength requirement. 1. Statetnent of Compressive Strength of Masonry: For each combination of mason�y unit type and mortar type, provide statement of average net-area compressive strength of masonry units, mortar type, and resulting net-area compressive strength of masonry determined accarding to Tables 1 and 2 in ACI 530.1/ASCE 6lTMS 602. eeee - 1'1 Tratl Drivers J, Cold-Weather and Hot-Weather Procedures: Detailed description of inethods, materials, and equipment to be used to comply with requirements, 1.07 QUALITY ASSURANCE A, Testing Agency Qualifications: Qualified according to ASTM C 1093 for testing indicated. B. Source Limitations for Masonry Units: Obtnin exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, from single source from single manufacturer for each product required. C. Source Limitations for Mortar Materials: Obtain mortar ingredients of a unifor►n c�uality, including color for exposed �»asonry, from single manufacturer for each cementitious component and from single source or producer for each Aggregate. D. Masonry Standard; Comply with ACI 530.1/ASCE bCTM5 602 unless modified by'requirements in the Contract Documents. E, Mockups; Build mockups to verify selections made under sample submittals and to demonstrate aesttietic effects and set quality standards for materials and execution. l. Build mockups for each type of exposed unit masonry c�nstructian in sizes approximately 48 inches long by 48 inches high by fuil thickness, including face and backup wytlies and accessories. a. lnclude s sealant-filled joint at least 16 inches long in exterior wall mockup, b, lnclude lower corner of window opening at upper corner of exterior wall mockup. Make opening approximately 12 inches wide by 16 inches high, c. Include through-wal) flashing installed for a 24-inch length in corner of exterior wall ►nockup appraximately 16 inches down from top of mockup, with a 12-incl� length of flashing teft exposed to view (omit mAsonry above half of flasliing). 2. Protect accepted mockups from the elements with weat}�er-resistant membrane, 3. Approval of mocl:ups is for color, texture, and blending of masonry units; relationship of mortar and sealant colors to masonry unit colors; tooling oF joints; snd aesthetic qualities of workmanship, a. Appraval of mockups is aiso for other material and construction qualities specifical(y approved by Architect/Engineer in writing, b. Appraval of mockups does not constitute approval of deviations from tl�e Contract Documents contained in mockups unless such deviations are specifically approved by ArchitecdEngineer in writing. 1.08 DELIVERY, STORAGE, AND HANDLING A, Store mason�y units on elevated platforms in a dry Iocation. If units ere not stored in an enclosed lacation, cover tops and sides of stacks with waterproof sheeting, securely tied. If units bacome wet, do not install until they are dry. B. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. D, Deliver preblended, dry mortar mix in moisture-resistant containers designed for use with dispensing silos. Store preblended, dry tnortar rnix in delivery containers on elevated platforms, under cover, and in a dry location or in covered weatherproof dispensing silos. E. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil. eeee - I 8 Trail Drivers 1.09 PROJECT COND1T10NS A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 1, Extend cover a minimum of 24 inches down both sides of walls and hold cover securely in place, B, Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least three days after building masonry walls or columns. C. Staln Prevention: Prevent grout, mortat•, and soil from stalnfng tlte face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry. 1. Protect base of walls from rain�splashed mud and from mortar splatter by spreading coverings on ground and over wall surface. 2. Protact silis, ledges, and projections from mo��tar droppings. 3. Protect surfaces of window and door frames, as well as similar products witl� painted and integral finishes, fi'om mortar droppings. 4. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from splashing mortar snd dirt onto completed masonry. b. Co1d-Weather Requirements: Do not use frozen materials or materiais mixed or coated witl� ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requiraments contained in ACT 530.1/ASCE 6/TMS 602. 1. . Cold-Weather Gleaning: Use liquid cleaning methods only when air temperature is 40 deg F and higher and will remain so until masonry has dried, but not less than 7 days after completing cleaning. E, Hot-Weather Requirements: Comply with hot-weather construction requirements cantained in ACl 534.1/ASCE 6/TMS 602. PART2-PRODUCTS 2.01 MAS�NRY LTNITS, GENERAL A. Defective iJnits: Referenced masonry unit standards may allow a certain percentage of units to contain chips, cracks, or other defects exceeding limits stated in the standard. Do not use units where such defects will be exposed in the completed Work. 2.02 CONCRETE MASONRY UN1TS A, Regional Materials: Provide CMUs that have been manufactured within 500 miles of Project site from aggregates and cement that have been extracted, harvested, or recovered, as well as manufactured, within 500 miles of Project site. - - ' B. Shapes; � Provide shapes indicated end as follows, with exposed surfaces matching exposed faces of , adjacent units unless otherwise indicated, 1. Provide special shapes for lintels, corners, jambs, sashes, movement joints, headers, bonding, and otlier special conditions. 2. Provide square-edged units for outside comers unless otherwise indicated. C, Integral Water Repellent: Provfde units made with integral water repellent for exposed units and where indicated, 1. Tntegral Water Repellent: Liquid polymeric, integral water-repallent admixture that does not reduce flexural band strength. Units made with integral water repellent, wl�en tested according ta eeee - 19 Trail Drivers ASTM B 514 as a wall assembly made with mortar containing integral water-repellent manufacturer's mortar additive, with test period extended to 24 hours, shall show no visible water or leaks on the back of test specimen, a. Products: Subject to compliance witl� requirements, provide one of the following: 1) ACM Chemistries, Inc.; RainBloc. 2) BASF Aktiengesellschaft; Rheapel Alus. 3) Grace Construction Praducts, W. R. Grace & Co. - Conn.; Diy-Block, D, Decorative CMUs: ASTM C 90. 1, Products: Subject to compliance with requirements, provide one of the fo(lowing: 2. Unit Compressive Strength: Provide units with miiiimum averaga net-area con�pressive strength of 2150 psi. 3. Density Classification: Lightweight. 4. Siae (Width): Manufactured to dimensions specified in "CMUs" Paragraph, 5. Pattern and Texture: a. Standard pattern, smooth-face fnish. 6. Colors: As selected by Architect from manufacturer's full range. 7, Speain) Aggregate: Provide units made wiN� aggregate matching aggregate in ArchitecPs sample. 2.03 MASONRY L1NT�LS A, General: Provide one of d�e following: B, Masonry Lintels: Prefabricated or built-in-place masonry lintels made from bond beam CMUs with reinforcing bars placed as indicated and filled with coarse grout. Cure precast lintels before handling and instulling. Temporarily support buitt-in-place lintels until cured. 2.04 MORTAR AND GROUT MATERIALS. A. Regianal Materials: Provide aggregate for mortar and grout, cement, and lime that have been extracted, harvested, or recovered, as welt as manufactured, within 500 miles of Praject site. B, Porttand Cement; ASTM C 1 S0, Type 1 or lI, except Type ]II may be usad for cold-weather construction, Pravide naturat color or white cement as required to produce mortar color indicnted. C, Hydrated Lime: ASTM C 207, Type S. b, Portland Cement-Lime Mix: Packaged blend of portland cement nnd hydrated lime containing no otl�er ingredients. E, Mortar Pigments: Natural and synthetic iron oxides and chromium oxicies, compounded for use in mortar mixes and complying with ASTM C 979, Use only pigments with a record af satisfactory performance in masonry mortar. 1. Products: Subject to compliance with rec�uirements, provide one of the following: a. Davis Colors; True Tone Mortar Colors, b, Lanxess Corporation; Bayferrox Iron Oxide Pigments. c. Solomon C'olors, lnc.; SGS Mortar Colors. F. Colored Cement Product; Packaged blend m�de from partland cement and hydrated lime a»d mortar pigments, all complying with specified requirements, and containing no other ingredients, 1. Products: Subject to compliance witli requirements, provide one of the following: a. Colored Portland Cement-Lime Mix; I) Capital Materials Corporation; Riverton Portland Cement Lime Custom Calo►•. 2) Holcim (US) Ine.; Rainbow Mortamix Custom Color Cement/Lime. 3) Lafarge Nortli America Inc,; Englebond Portland & Lime. eeee - 20 Trail Drivers 4) Lehigh Cement Company; Lehigh Custom Color Portland/Lime Cement. s� 2. Fortnulate blend as required to prodi�ce color indicated or, if not indicated, as selected from manufacturet's standard colors. 3. Pigments shall not exceed 10 percent of portland cernent by weight. G. Aggregate for Mortar: ASTM C 144. 1. For tnortar tl�at is exposed to view, use washed aggregata consisting of natural sand or cruslied 5�0170. 2, For joints less than 1/4 inch thick, use aggregate graded with ] 00 percent passing the No. 16 sieve. 3. White-Mortar Aggregates: Natural white sand or crushed white stone. H. Aggregate for Graut: ASTM C 404. Cold-Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying witl� ASTM C 494/C 494M, Type C, and reco►nmended by manufacturer for use in masonry mortar of composition indicated. 1. Products: Subject to compliance with requirements, provide one of the following: a. Euclid Chemical Company (The); Accelguard 84. b. G��ace Construction Prodacts, W, R. Grace & Co. - Conn.; Moiset, c. Sonneborn Products, BASF Aktiengesellschaft; Trimix-NCA. J. Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use with CMUs, containing integra) water repellent by same manufacturer. 1. Products: Subject to compliance with requirements, provide one of the following: a. ACM Chemistries, Tnc.; RainBloc for Mortar. b. BAS� Aktiengesellschaft; Rheopel Morter Admix[ure. c. Grace Construction Products, W. R. Grace & Co. - Conn.; Dry-Block Mortar Adrnixture. K. Water: Potable. 2,05 REINFORCEMENT A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60. B, Masonry Joint Reinforcement, Generat: ASTM A 951/A 951M. 1. lnterior Walls: Hot-dip galvanized, carbon steel. 2, Exterior Watls: Hot-dip galvanized, carhon steel, 3. Wire Size for Side Rods: O.i4$-inch diameter. 4. Wire Size for Cross Rods: O.148-inch diameter. 5. Wire Size for Veneer Ties: 0.148-incl� diameter. 6. Spacing of Cross Rods, Tabs, and Cross Ties: Not more than l 6 inches o,c. 7. Provide in tengths of not less than 10 feet , with prefaUricated corner and tee units. _ __ _ _ _ C, Masonry Joint Reinforcement for Single-Wythe Masonry: Either ladder or truss type with single pair of slde rods. 2A6 TIES AND ANCHORS A. Materials: Provide ties and ancliors specified in tl�is article tt�at are made from materials that comply with tl�e following unless otherwise indicated. 1. Mill-Galvaniaed, Carbon-Steel Wire: ASTM A 82/A 82M; with ASTM A 641/A 641M, Class 1 coating. 2. Hot-Dip Galvanized, Carbon-Steel Wire: ASTM A 82/A 82M; with ASTM A 153/A 153M, Class B-2 coating. eeee - 21 Trail Drivers � c, 2,07 3, Galvanized Steel Sheet: ASTM A 653/A 653M, Commercial Steel, G60 zinc coating. 4. Steel Sheet, Galvanized after Fabricetion: ASTM A 1008/A 1008M, Commercial Steel, witl� ASTM A 153/A IS3M, Class B coating. 5. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. Partition Top anchors: 0.105-inch� thick metal plate with 3/8-inch- diameter metal rod 6 inches long welded to plate and with closed-end plastic tube fitted over rod that allaws rod to move in and out of tube. Pebricate from steel, liot-dip galvanized after fabrication, Rigid Ancl�ors; Fabricate from steel bars 1-]/2 inclies wide by 1/4 inch thick by 24 inches tong, with ends turned up 2 inches or with cross pins unless othe�wvise indicated bent to configw�ation indicated. l. Carrosion Protection; Hot-dip galvanized to comply with ASTM A 153/A 1 S3M. MISCELLANEOUS ANCHORS A, Anchoi• Bolts: Headed or L-shaped steel bolts complying with ASTM A 307, Grnde A; with ASTM A 563 hex nuts end, where indicated, flat washers; hot-dip galvanized to comply with ASTM A 153/A 153M, Class C; ofdimensions indicated. B, Postinstalled Anchors: Torque-conh•olled expansion anchors or chemical snchors. 1. Load Capacity: Capable of sustaining, without failure, a load equal to six times the load imposed when installed in unit masonry and four times tl�e load imposed when installed in concrete, as determined by testing according to ASTM E 488, conducted by a qualified independent testing sgency. 2. MAterial for Interior Locations: Cacbon-stee) components zinc plated to comply with ASTM B 633 or ASTM F 1941, Class Fe/Zn 5 unless otherwise indicated. 3. Materlal for Exterior Locations and Where Stainless Steel Is Indicated: Alloy Group 1 stainless- steel bolts, ASTM F 593, and nuts, ASTM F 594. 2.08 FLASHING MATERIALS A, Mekallic-Coated Steei Sheet: Restrieted flatness steel sheet, metallic coated by the hot-dip process and prepainted Uy the coil-coating process to comply witl� ASTM A 755/A 7SSM. 1, Zinc-Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G9� co�ting designation; structural quality. 2,09 A. MISGELLANEOUS MASONRY ACCES50RIES Compressible Fiqer; Premalded filler sirips complying with ASTM D 1056, Grade 2A1; compressible up to 3S percent; of width and tl�ickness indicated; formulated from neoprene, urethane or PVC. B. Preforined Control-Joint Gaslcets; Made from [styrene-butadiene-rubber compoutid, co►nplying with ASTM D 2000, Designation M2AA-805] [arj [PVC, complying with ASTM D 2287, Type PVC-65406) and designed to fit standard sash block and to maintain laterat stability in masonry wall; size and configurntion ss indicAted, C. Bond-Breaker Strips: Asphalt-saturated, organic roofing felt complying with ASTM D 226, Type l (No. 15 esphalt felt), D. Reinforcing Bar Positioners: Wire units designed to fit into mortar bed jaints spanning masonry unit cells and hold reinforcing bars in center of cells, Units are formed from 0.148-inch stee! wire, hot-dip galvanized after fabrication. Provide units designed for mimber of bars indicated. 1, Products; Subject to compliance with requireinents, provida one of the following: a. Dayton Superior Corporation, Dur-O-WaI Division; D/A 810, D/A 812 or D/A 817. b. Heckmann Building Products ]nc,; No. 376 Rebar Positioner. eeee - 22 c. Hohmann & Barnard, Inc.; #RB or #RB-Twin Rebar Positioner. d, Wire-Bond; O-Ring or pouble O-Ring Rebar Positioner. 2.10 MORTAR AND GROUT MtXBS Traii Drivers A. General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water- repellent agents, antifreeze compounds, or other admixtures unless otherwise indicated. 1, Do nat use celcium chloride in mortar or grout. 2. Use portland cement-lime mortar unless otherwise indicated, 3. For oxterior masonry, use portland cement-lime mortar. 4. For rcinforced masonry, use portland cement-lime mortar. S, Add cold-weather admixture (if used) at same rate for all mortar that wil) be exposed to view, regardless of weather conditions, to ensure that mortar color is consistent. B. Preblended, Dry M�rtar Mix: Furnish dry mortar ingredients in form of a preblended mix. Measure quantities by weight to ensure accurate proportions, and thoroughiy blend ingredients before delivering to Project site. C. Morter for Unit Mason��y: Comply with ASTM C 270, Proportion Specification. Arovide the following types of mortar for applications stated unless another type is indicated or needed to provide required compressive strength of masonry. 1. For masonry tielow grade or in contact with eartl�, use Type M. 2. For reinforced masonry, use Type S. 3. For mortar parg� coats, use Type S or Type N. 4. For exterior, above-grade, load-bearing and non-load�bearing walls and parapet walls; for interior load-bearing walls; for interior non-load-bearing partitions; and for otlier applications where snother type is not indicated, usa Type N. 5, For interior non-load-bearing partitions, Type O may be used instead of Type N. D. Pigmented Mortac: Use colored cement product[ or select and proportion pigments with other ingredients to produce color required. Da not add pigments to calored cemsnt products). 1. Pigments shall not exceed ] 0 percent of poi�tland cement by weight. 2. Mix to match Architect's sample. 3. Application: Use pigmented mortar for exposed mortar,jaints witl� the following units; a. Decorative CMUs. b, Cast stone trim units. E. Grout for Unit Masonry: Comply with ASTM C 47b. 1. tlse �;ruut of type indic;atecl or, if nat atherwisc indicatecl, of type (fine or coarse) that will comply with "fable 1.15. I in ACI S30.lIASCL fiITMS 607. for dimensions oFgrotit spaces and pour height. 2. Prt�portion grout in aceordance tivith ASTM C�17C, T�ble 1 or p�r�graph �1.?..?, for specified 28-day compressiv� strcngth indic�ted, but nat less thnn 20U0 psi. 3. ('rovidc �rout �vith � sltrmp of 8 to 11 inahes as measured acc�rding to ASTM C 143/C 143M. PART 3 - EXECUTION 3.01 EXAMINATION A, Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance af the Wot�k. 1. For the record, prepare writien report, endorsed by Installer, listing conditions detrimental to performance of work. 2. Verify that foundations are within tolerances specified. 3. Verify that reinforcing dowels are properly placed. eeee - 23 T��ail Drivers B. Before installation, examine rough-in Qnd built-in construction for piping systems to verify actu�l locations of piping connections. C. Proceed with installAtion only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION, GENERAL . A, Build chases and recesses to accommodate items specified in this and other Sections. B, Leave openings for equipment to be installed before completing masonry, After installing equipment, comptete masonry to match the construction immediately adjacent to open3ng. C, l)se full-size units without cutting if possible. lf cutting is required to provide a confinuous pattern or ta fit adjoining construction, ctit units with motor-driven saws; provide clesn, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces and, whare possible, c��t edges concealed. 3.03 TOLERANCES A. Dimensions and LocAtions of Elements: 1. For dimensions in cross section or elevation do not vary by more than plus 1/2 inch or minus 1/4 inch, 2. For location of elements in plan da not vary from that indicated by more tlian plus or minus 1/2 inch. 3, For location of elements in elevation do not vary from that indicated by more than plus or minus } 1/4 inch in a story height or I/2 inch total. B. Lines and Levels: 1. For bed joints and top surfaces of Uearing wa11s do not vary from level by more than l/4 inch in 10 feet, or 1/2 inch maximum. 2, For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary frorn level by more tltan 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch maximum, 3. For ve��tical lines and surfaces do not vary from plumb by more than 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 inch maximum. 4. For conspicuous vertieal lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary fron� plumb by more ti�an I/8 inch in 10 feet, 1/�i inch in 20 feet, or 1/2 inch mnxirnum. 5. For lines and surfaces do not vary from straight by more than 1/4 inch in 10 feet, 3/8 inch in 20 feet, or I/2 inch maximum, 6, For vertical slignment of exposed head joints, do not vary from plumb by more tlian 1/4 inah in 10 feet, or U2 inch maximum. C. Joints: t, fbr bed joints; do not vary from thickness indicated by more than plus or minus l/8 inch, with a maximum thickness limited to 1/2 inch, 2. F4r exposed bed joints, do not vary from bed-,joint thickness of adjacent courses by more than 1/8 inch. 3. Por head and collar joints, do not vary from thickness indicated by more than plus 3/8 inch or minus 1/4 inch. 4, For exposed l�ead joints, do not vary from thickness indicated by more than plus or minus l/8 inch. eeee - 24 Trail Drivers 3.04 LAYING MASONRY WALLS A. Lay out walls in advanco for nccurnke sp�cin�, uf sw-Face bond patterns with uniform joint tl�icknesses and for accurate location �f openings, mpvement-ty}�e,j�ints, returns, and offsets. Avoid using less-than-half- size units, particularl�� i�k cat•ners, Jfli11I�S, �ncl, �vltere possible, at other IocAtions. B. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed mssonry in running bond; do not use units with less than nominaf 4-inch horizontal face dimensions at eorners or jambs. C, Lay concealed masonry with all units in e wythe in running bond ar bonded by 1apping not less than 2 inches. Bond ond interlock each course of eaclt wythe at corners. Do not use units with less than nomina! 4-inch horizontal face dimensians at comers or jambs, D. Stopping and Resuming Work: Stop work by racking back units in each course from those in course below; do not tooth. When resuming work, c)eaii masonry surfaces that are to receive mortar before laying fresh masonry. E. Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items. F. Fili space batween steel framas and masonry solidly with mortar unless otherwise indicated. G. Where built-in items are to be embedded in coras of hollow masonry units, place a layer of inetal lath, wire mesh, or plastic mesh in the.joint below and rod mottar or grout into core. H. Fill caras in hollow CMUs with grout 24 inches under bearing plates, beams, lintels, posts, and si�nilar items unless otherwise indicated. I. Buifd non-load-bearing interior partitions full height of story to underside of solid floor or roof structure above unless otherwise indicated. 1. ]nstall compressible filler in joint between top of partition and underside of structure above. 2. Fasten partition tap ancl�ors to structure above and build into top of partition. Grout cells of CMUs solidly around plastic tubes of anchors and push tubes down into grout to provide 1/2-inch clearance between end of anchor rod and end of tube, Space anchors 48 inches o.c. unless otherwisc indicated. 3. Wedge non-load-bearing partitions against structure above with smail pieces of tile, slata, or metal. Fill joint with mortar after dead-luad deflection of structure above approaches finai position. 4, At fire-rated partitions, treat joint between top of partition and underside of structure above to comply witli Division 07 Section "Fire-Resistive Joint Systems." 3.05 MORTAR BEDDING AND JOINTING A. Lay hollow CMUs as follows: --- -- - - 1. With face shells fully bedded in mortar and with head joints of depth equal to bed joints. 2, With webs fully bedded in mortar in all courses of piars, columns, and pilasters, 3, With webs fully bedded in mortar in grouted masonry, including starting course on footings. 4. With entira units, including areas under cells, fully bedded in mortar at starting course on footings where cells are not grouted. B. Set cast-stone b•irn units in full bed of mortar with full vertical joints. Fil( dowel, anchor, and similar holes. 1. Clean soiled surfaces with fber brush and soap powder and rinse thoroughly with clear water. 2. Allow cleaned surfaces to dry before setting, 3. Wet joint surfaces thoroughly before applying mortar. eeee - 25 Trail Drivers C, Tool exposed joints sliglitly concave when thumbprint hard, usi�ig a jointer larger than joint thickness unless otherwise indicated. D, Cut joints flush for masanry walls to receive plaster or other direct-applied finishes (other tl�an paint) unless otherwise indicated. 3.06 MASONRY JOINT RBINFORCEMENT A, General: ]nstall entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch on exterior side of walls, 1/2 inch elsewhere, Lep reinforcement a minimum of 6 incl�es. l. Space reinforcement not more than 16 inches o.c. 2. Space reinforcetnent not more than S inches o,c. in foundation walls and parapet walls. ' 3, Provide reinforcement not more than 8 inches above and below wail openings and extending ]2 inches beyond openings in addition to continuous reinforcement. � ; B. lnterrupt joint reinforcement at control and expansion joints unless otl�erwise indicated. C, Provide contirniity at wall intersections by using prefabricated T-shaped units. D. Provide continulty at corners by using prefabriaated L-stiaped units. E. Cut and bend reinforcing units as directed by manufacturer for continuity at comers, returns, offsets, column fireprooflng, pipe enclosures, and other special conditions. 3.07 CONTROL AND EXPANS[ON JOINTS � i � A. General; install controt and expansion joint materials in unit masonry as masonry progresses. Do not alfow materials to span contro! and expansion joints without provision to allow for in-plane wall or partition movement, B. Form control joints in concrete masonry as follows: 1. Fit bond-breaker strips into hollow contour in ends of CMUs on one side of conh�ol ,joint. Fill resultant core with grout and rake out,jolnts in exposed faces for spplication of seAlant. 2, Install preformed control joint gaskets designed to �t standard sash black. 3. Install interlocking units designed for control joints. Install bond-breaker strips at joint. Keep � head joints free and clear of mortar or rake out joint for application of sealant, 4. lnstal) temporary foam-plastic filler in head joints and remove filler when unit masonry is complete for application of sealant. 3,08 L[NTELS A. Provide masomy lintels where shown �nd where openings of more than l2 inches for brick-size units and 24 inches for blocic-size units Are sliown without structural steel or other supporting lintels, B, Provide minimum bearing of 8 iaiches at each jamb unless otherwise indicated. 3.09 FLASHING A. Install flashing ns foliows unless otherwise indicated: 1. Prepare mas�n�y surfaces so they are smooth and free fi�om projections that could puncture flashing, eeee - 26 . Trail Drivers 3.10 REINFORCED UNIT MASONRY INSTALLAT]ON A, Temporary Formwork and Sl�ores: Construct formwork and sliores as needed to support reinforced masonry elements during constructian. 1. Construct formwork to provide sl�ape, line, and dimensions of completed masonry as indicated. Make forms sufficiently tight to prevent leakage �f mortar and grout. Brace, tie, and support forms to mafntain position and shape during construction and curing of reinforced masonry. 2. Do not remove forms and shores until relnforced masonry members have hardened sufficiently to cerry their own weight and other loads that �nay be ptaced on them during construction. B, Piacing Reinforcement: Comply with requiremonts in ACI 530.1/ASCE 6/TMS 602. C. Grouting: Do not place grout until cntire height of masonry to be grouted has attained enougl� strength to resist grout pressurc. 1. Comply with requirements in ACI 530.1/ASCE 6/TMS 602 for cleanouts and for grout placement, including minimum grout space and maximum pour height. 2. Limit height of vertical grout pours to not rtiore than 60 inches. 3.11 F1EC,D QUAL)TY CONTROL A. Testing and lnspecting: Owner will engsge specia) inspectors to perform tests and inspections at�d prepare reports. Allow inspectors sccess to scsffolding and work areas, as needed to perform tests and inspectfons. Retesting of materials that fail to meet specifed requirements sl�all be done at Contractor's expense. B. Inspections: Level l special inspections aecording to the "tnternational Building Code." l. Begin masonry construction only after inspectors have verified proportions of site-prepared mortar. 2. Place grout only after inspectors have verified compliance of grout spaces and of grades, sizes, and locations ofreinforcement. 3. Place grout only after inspectors have verified proportions of site-prepared grout. C. Testing Prior to Construction: One set of tests. D. Testing Frequency: One set of tests for each 5000 sq. ft. of wall area or po�tion thereof. E. Conerete Masonry Unit Test: For each type of unit provided, according to ASTM C 140 for compressive strength. F. Mortar Aggregate Ratio Test (Proportion Specification): For each mix provided, according to ASTM C 780. G. Mortar Test (Property Specification): For each rnix provided, according to ASTM C 780, Test mortar fo►• mortar air content and cornpressive strength. - H, Grout Test (Compressive Strength): For each mix provided, according to ASTM C 1019. I. Pristn Test: For each type of eonstruction provided, according to ASTM C 1314 at 7 days and at 28 days. 3.12 REPA]RING, POINTING, AND CLEANTNG A. Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install in fi•esh mortar, pointed to elimi�iate evidence of replacement, eeee - 27 Trail Drivers B. Pointing: During the tooling of,joints, enlarge voids and holes, except weep l�oles, and comptetely fill witit morter. Point up joints, including corners, openings, and adjacent consm�ction, to provide a neat, uniform appearance, Prepare joints for sealant application, where indicated. C. Iii-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortor fins and smears before tooling joints. D. �inal Cleaning; After mortar is thoroughly set and cured, clean exposed rnasonry ns follows: 1. Remave large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels, 2. Test cleaning methods on sample wal( panel; leave one-half of panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding with cteaning of masonry. 3. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering them with liquid strippable masking agent or polyethylene film and waterproof masking tapa. 4. Wet wall surfaces with water before applying cleaners; remove cleaners pi•omptly by rinsing surfaees thoroughly with clear water, 5. Clean concrete masonry Uy cleaning method indicated in NCMA TEK 8-2A applicable to type of stain on exposed surfaces. 3.13 MASONRY WASTE DISPOSAL A, Salvageable Materials: LJnless otl�erwise indicated, excess masonry materials are Contractor's property. At completion of unit masanry work, remove from Project site, H, Waste Disposal as Fill Material: Dispose of clean tnasonry waste, including excess or soil-contaminated sand, waste mortar, and broken masonry units, by crushing and mixing with fill material as fill is placed. 1. Crush masonry waste to less than 4 inches in esch dimension. 2, Mix masonry waste with at least two parts of specified fill material for each part of masonry waste. Fil) material is specified in Division 31 Section "Earti� Moving," 3, Do not dispose of masonry waste as fill within 1$ inches of finished grade. C. Excess Masonry Waste; Remove excess clean masonry waste that cannot be used a's fi11, as described above, And other masonry waste, and legally dispose of off Owner's property. BND OF SECTiON eeee - 28 ' Trail Drivers SPECrAL SPECIFICATZON ITEM eeee Portable Toilet Enclasure STONE MASONRY AART 1 - GENEFtAL 1.01 RELATEL� DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supptementary Conditions and Division O1 Specification Sections, apply to this Section. 1.02 SUMMARY A. Section includes the following applications �fstone masonry: ], Anchored to unit masonry backup. B. Related Sections: 1. Division 03 Section "Cast-in-Place Cancrete" for dovetail slots in concrete far anchoring stone. 2. Division 04 Section "Unit Masonry" horizontal joint reinforcement and veneer anchors. 1.03 ACTION SUBMtTTALS A. Praduct Data; For each type of product indicated. l. For stone varieties proposed for use on Project, include test data indicating compliance with physical properties specified or required by referenced ASTM standards. B. Samples for Initial Selection: For colored martar and other items involving color selection. 1.04 QUALITY ASSURANCE A. Installer Qualiftcations; A qualified installer wha employs experienced stonemasons and stone fitters. B. Source Limitations for Stone; Obtain each variety of stone, regardless of finish, from one quarry, whether speaified in this Section or in another Section of tiie Specifications, with resources to provide materials of consistent quality in appearance and physical properties, � _ _ _ C. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, fi•om singte manufacturer for each cementitious component and from single source or producer for each aggregate. D. Mockups; Build mockups to demonstrate aesthetic eff'ects and set quality standards for materials and execution. 1, Build mockup of typicai wall area as shown on Drswings, 2. Build mockups for each type of stone masonry in sizes approximately 48 inches long by 48 inches high by full thickness, including face and backup wythes and accessories. eeee - 29 _ _ -- __ Traii Drivers a. Include veneer ancl�ors, flashing, in exterior masonry-veneer wall mocktip. 3, Protect accepted mockups from the elements witl� weather-resistant membrane. 4. Approval of mockups is for color, texture, and blending of stone; relationship of mortar and sealant eolors to stone colors; tooling of jaints; and aesthetic qualities of workmansliip, a. Approval of mockups is also for other material and construction qualities Architect specifically approves in writing. b. Approval of mockups does not constitute approvai of deviations from tlie Contract Documents contained in mockups uniess Architect speci�cally approves such deviations in tvriting. 1.05 DELIVERY, STORAGE, AND HANDLING , , A. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use � cementitious materials that have become damp. B. Store aggregates where grading and other required characteristics ean be maintained and contamination avoided. C. Deliver preblended, dry mortar mix in inoistura•resistant containers designed for lifting and emptying into dispensing silo, Store preblended, dry mo��tar rnix in delivery containers on elevated platforms, under cover, and in a dty location or in a metal dispensing silo with weatherproof cover. D, Store masonry accessories, including metal items, to prevent corrosion and ace�mulation of dirt and oi1. 1.06 PROJECT CONDITIONS i A, Protection of Stone Masonry; During construction, cover tops of walls, projections, at►d sills with waterproof sheeting at end of cach day's work, Caver partially completed stone masonry when construction is not in progress. 1. Extend cover a minimum of 24 inches down both sides and hold cover securely in place. B, Stain Prevention: immediately remova mortar and soil to prevent them fram staining the face of stone masonry. 1, Protect base of walls fram rain-splashed mud and mortar splatter by coverings spread on the ground and over the wall surface. C. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated witl� ice or frost. Do not build on frozen substrates. Remove and replace stone masonry damaged by frost or fi•eezing conditions. Comply with cold-weather constructian requirements contained in ACi 530,1/ASCE 6/TMS 602. 1. Cold-Weather Cleaning, Use liquid cleaning methods only wheii air temperature is 40 deg F and - above and will remain so until masonry has dried, -but not iess than 7 days after completing cleaning, D, Hot-Weather Requirements: Comply with hot-weather construction requirements contoined in ACI 530.1/ASCE 6lTMS 602, 1.07 COORDINATION A, Advise installers of other work about specific requirem�nts for placement �f reinforeement, veneer anchors, flashing, snd similar items to be built into stone masonry. eeee - 30 _ Trail Drivers PART2-PRODUCTS 2.OI LIMESTONE A. Limestone: Comply with ASTM C 568. 1. Products; 5ubject to compliance witl� requirements, provide the following: a. Lueders Limestone. 2.02 MORTAR MATERIALS A. Portland Cement: ASTM C 150, Type 1 or 11, excapt Type 111 may be used for cold-weather construction. Provide natural color or white ceme�it as required to produce mortar color indicated. 1, Low-Alkati Cement; Not more than 0.60 percent total alkaSi when tested acc�rding ta ASTM C t 14. B. Hydrated Lime: ASTM C 207, Type S. C. Portland Cement-Lime Mix: Packaged blend of portland cement complying with ASTM C 1 S0, Type T or III, snd hydrated (ime complying with ASTM C 207. 1. Products: Subject to compliance with reguirements, [provida the following� [provide one of the foliowing] [available products that may be incorporated into the Work include, but are not limited to, the foilowing]: a. Essroc, Italcementi Group; Capitol PCL Blend or Saylor's Plus. b. Holcim (US) inc.; Rainbow Mortamix Custom Color CementlLime. c. Lafarge North America; Eaglebond. d. Lehigh Cement Company; Lehigh Custom Color Portland/C,ime Cement. D. Colored Cement Product: Packaged blend made from portland cement and lime and mortar pigments, all complying with specified requirements, and containing no other ingredients. 1, Fonnulate blend as required to produce colar indicated or, if not indicated, as selected from manufacturer's standard colors. 2. Pigments shal! not exceed 10 percent of po��tland cement by weight. 3. Products: Subject to complianee with rec�uirements, (provide the following] [provide one of the following] [avaiiable products that may be incorporated into the Work ineiude, but are not limited to, the following]: a, Colored Portland Cement-Lime Mix: l) Holcim (US) Inc.; Rsinbow Mortamix Custom Color Cement/Lime. 2) Lafarge Norih America; Eaglebond. 3) Lehigh Cement Company; Lehigl� Custom Color Portiand/Lime Cement. E. Aggragate: ASTM C 144 and as follaws: 1. For pointing mortar, use aggregate graded with 100 percent passing No. 16 sieve. 2. White Aggregates; Natural white sand or ground white stone. eeee - 31 _ _ _ _ _ Traii Drivers F. Cald-Weather Admixture: Nonchloride, noncotrosive, accelerating admixture complying witl� ASTM C 494/C 494M, Type C, and recommended by manufacturer for use in masonry mortar of composition indicated. i. Products: Subject to compliance wiih requirements, [provide the following] [provide onc of the foliowing] [available products that may be incorporated into the Work include, but are not limited to, the following]: a. Euclid Ghemical Company (The); Accelguard 80, b, Grace Canstruction Pr�ducts, a unit of W, R. Grace & Co. - Conn,; Morset. c. 5onneborn, 17iv. of Degusss Building Systems; Trimix-NCA. G. Water: Potable. 2.03 VENEER ANCHORS A. Materials; 1. Hot-Dip Ga{vanized-Steel Wire; ASTM A 82, with ASTM A 153/A 153M, Class B-2, B. Size; Suffiaient to extend at least halfway, but not less than I-1/2 inches, through stone masonry and with at least 5/8-inch cover on outside face, C. Wire Veneer Anchors; Wire ties formed from W1.7 or 0,14$-inch- diameter, l�ot-dip gAlvanized-steel wire. 1, Ties are bent in the form of loops with legs not less than 15 inches in lengtl� and with last 2 incl�es bent at 90 degrees. 2. Ties are bent in the form of rectangular loops with ends bent downward for inserting into eyes projecting from masonry joint reinforcement specified in Division 04 Section "Unit Masonry." 3. Ties are bent in tha form of triangular loops designed to be attached to masonry jaint reinforcemant specified in Division 04 Section "Unit Masonry" with vertical wires passing tl�rough ties and through eyes projecting from masonry jaint reil�forcement. 2,Oa STONB TRIM ANCHORS A. Stone Trim Anchors: Units fabricated with tabs or dowels designed to engage karfs or holes in stone trim units and holes for fasteners or postinstalled anchor bolts for fastening to substrates or framing as indicated, l. Manufacturers: Subject to compllance with requirements, [provide the following] [provide products by one of tl�e following] (available manufacturers offering praducts thut may be incorporated into the Work include, but are not limited to, the following]; - a, Elalfen Anchoring Systems; Meadow Burke. b, Heckmann Building Products Inc. c. Hohmann & Barnard, 1nc. B. Materials: Fabricate anchors from stainlass steel, ASTM A 240/A 2�40M, Type 304, Fabricate dowels from stainless steel, ASTM A 276, Type 304. C. Festeners for Stone Tri►n Anchors; Anrtealed stainless-steel bolts, nuts, and washers; ASTM F 593 for bolts and ASTM F S94 for nuts, Alloy Group l. 2.05 MISCELL,ANEOUS MASONRY ACCESSORIES A. Compressible Filler: Premolded fil(er strips complying with ASTM D] OSb, Grade 2A 1; compressible up to 35 percent; of width and thickness indicated; formulated from neoprene urethane or PVC. eeee - 32 2,06 MASONRY CLEANERS . . _ ___ Trail Drivers A. Proprietary Acidic Cleaner: Manufacturer's standard-strength cleaner designed for removing mortar and grout stains, efflorescence, and other new construction stains from stone masonry surfaces without discoloring or damaging masonry surfaces; expressly approved for intended use by cleaner manufacturer and stone producer. 1. Manufacturers: Subject to compliance with requirements, [provide products by one of the following] [available manufacturers offering products that may be incorporated into ihe Work inctude, but are not limited to, the following): a, Diedrich Technologies, Ine. b. Dominion Restoration Products. c. BaCo Cham, Inc, d, Hydrochemicsl Techniques, tnc. e, Prosoco, lnc. 2.07 MORTAR MIXES A. General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, watar- repellent agents, entifreeze compounds, nr other admixtures, unless otherwise indicated. 1, Do not use calcium chloride. 2. Limit cementitious materials in mortar to portland cement and lime. 3. Add cold-weather sdmixture (if usad) at same rate for all mortar that will be exposed to view, regardless of weather conditions, to ensure that mortar color is consistent. 4. Mixing Pointing Mortar: Thoroughly mix cementitious and aggregate materials together before adding water. Then mix again, adding only enough water to produce a damp, unworkable mix that will retain its form when pressed into a ball. Maintain mortar in this dampened condition for ona to two hours. Add remaining water in small portions until mortar reaches desired consistency. Use mortar within 30 minutes of �nal mixing; do not retemper or use partially l�ardened material. B. Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in the form of a preblended mix. Messure quantities by weigl�t to ensure accurate proportions, and thoroughly blend ingredients before detivering to Praject site. C. Mortar for Stone Masonry: Comply witli ASTM C 270, Proportion Specification. 1. Mortar for Setting Stone: Type S, 2. Mortar for Pofnting Stone: Type N. D, Latex-Modified Portland Cement Setting Mortar: Proportian and mix portland cement, aggregate, And latex additive to comply with latex-additive manufacturer's written instructions. E. Cement-Paste Bond Coat: Mix either neat cement and water or cement, sand, and water to a consistency similar to tl�at of thick creatn. 1. For latex-modified portland cement setting-bed mortar, substitute latex admixture for part or all of water, according to latex-aclditive manufacturer's written instructions. F. Mortar for Scratcl� Coat aver Metal Lath; ] part portland ceme�t, 1/2 part lime, 5 perts loose damp sand, and enough water to produce a workable consistency. G. Mortar for Scratcli Coat over Unit Masonry: 1 part portland cement, l part lime, 7 parts loose damp sand, and enough water to produce a workable consistency. eeee - 33 __ _ __ _. Trail Drivers H, Pigmented Mortar; Use colored cement product[ or select and proportion pigments with other ingredients to produce color required. Do not add pigments to colored cement praducts]. 1. Pigments shali not exceed 10 percer�t of portland cement by weight. 2. Mix to match Architect's sample. 2.08 FABRICATION A, Fabricate stone to comply with siZes, shapes, and tolerances recommended by Applicable stone association or, if none, by stone snurce, for faces, edges, beds, and backs, 1. For limestone, comply witli recominendations in ILI's "Indiana Limestone Handbook." B. Cut stone to produce piaces of thickness, size, and shape indicated, including details on Drawings. Dress joints (bed and vertical) straight and at rigl�t angle to face unless otherwise indicated. C. Cut and drill sinkages and l�otes in stone for anchors and supports. D. Carefully inspect stone at quarry or fabrication piAnt for compliance witl� requirements for appearanca, material, and fabrication. Repiace defective units before shipment. 1. Clean sawed b�cks of stone to remove rust stains and iron particles. E. Gage backs of stones for udhered veneer if more tl�an 81 sq. in, in area. F. Thickness of Stone; Provide thickness indicated, but not less than the following: 1. Thickness: 4 inches plus or minus t/4 inch. Thickness does not include projection of pitehed facas. G, Finish exposed faces and edges of stone to comply with requiretnents indicated for finish and to match spproved samples and mockups. H. Shape stone for type of mas�nry (pattern) as follows: 1. Sawed-bed, r�nge ashlar with uniform course heights as indicated on Drawings nnd with rAndom lengths. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine surfaces indicated to receive stone masonry, with Installer present, for compliance with requirements fot• installation tolerances and other conditfons affeGting perforn�ance, B. �xamine substrate to verify tl�at dovetail slots, inserts, reinforcement, veneer anchors, flashing, nnd other � items installed in substretes and required for or extending into stone masonry are correctly installed. C, Examine wall framing, sl�eatliing, and weather-resistant sheathing paper to verify that stud locations are suitable for spacing of veneer anchors and that installation will result in a weatherproof covering. D. Proceed with installation only a8er unsatisfactory conditions have been corrected. 3.02 PREPAR.ATION A. Clean dirty or stained stone surfaces by removing soil, stains, snd foreign materials before setting. Clean stone by thoroughly scrubbing with fiber brushes and then drenching with clear water, Use only mild cleaning eompounds that contain no caastic or harsh materials or abrasives, eeee - 34 - • Trail Drivers 3.03 SETTINO OF STONE MASONRY, GENERAL p, Aerform necessary field cutting and trlmming as stone is set. l. Use power saws to cut stone that is fabricated with saw-cut surfaces. Cut lines straight and true, with edges eased sligl�t{y to prevent snipping. 2. Use hammer snd citisel to split stone that is fabricated with split surfaces. Make edges straight and true, matching similar surfaces that were shop or quarry Fabricated. 3. Pitch face at field-split edges as needed to match stones that are not field split. B. Sort stone before it is placed in wall to remove stone that does not comply with requirements relating to aesthetic effects, physical properties, or fabrication, or tl�at is otherwisa unsuitable for intended use. C. Arrange stones in coursed rubble pattern with joint widths within tolerAnces indicated. Insert small stones into spaces between larger stones as needed to produce joints as uniform in width as practical. p. Arrange stones with color snd size variations uniformly dispersed for an evenly biended appearance. E. Set stone to comply with requirements indicated on Drawings. Instal) supports, fasteners, and other attachments indicated or necessary to secure stone masonry in place. Set stone accurately in locations indicated with edges and faces aligned according to established relationships and indicated tolerances. F. Maintsin uniform joint widths except for variations due to different stone sizes and wl�ere m'tnor variations are required to maintain bond aligntnent if any. Lay walis with joints not less than 3/8 inch at narrowest points or more than 112 inch at widest points, G. Provide seatant joints of widths and at locations indicated. 1. Keep sealant joints fi•ee of mortar and other rigid materials. 3.04 CONSTRUCTION TOLERANCES A, Variation from Plumb: For vertical lines and surfaees, do not exceed 1/4 inch in 10 feet, 3/8 inch in 20 feet, or t/2 inch in 40 feet or more. For external corncrs, expansion joints, contro) jolnts, and other conspieuous lines, do not exceed 1/4 inch in 20 feet or 1/2 inch in 40 feet or more. B. Variation from Level: For bed joints and lines of exposed lintets, sills, parapets, horizont�l grooves, and other conspicuous lines, do not exceed 1/4 inch in 20 feet or 1/2 inch in 40 feet or more. C. Var(ation of Linear Building Lina: For position shown in plan, do not exceed 112 inch in 20 feet or 3/4 inch in 40 feet or more. D. Measure variation from level, plumb, and position shown in plan as variation of the average plane of the face of each stone from level, plumb, or dimensioned plane. E. Variation in Mortar-Joint Thicluiess: Do not vary from joint size range indicated. F. Variation in Plane between Adjacent Stones: Do not exceed one-half of tolerAnce specified for thickness of stone. _ _ _ _ __. _ 3.05 1NSTALLATION OF ANCHORED STONE MASONRY A. Anchor stane masonry to unit masomy with adjustable, veneer anchors unless otherwise indicated. FAsten anchors to unit mason�y with two screws. B. Embed veneer anchors in tnortar joints of stone masonry at least halfway, but not less than 1-]/2 incl�es, througt� stone masonry and with at least 5/8-inch cover on outside face. ), Install continuous wire reinforcement in horizontal joints and attacl� to seismic veneer anchors as stone is set. eeee - 3S _ __ Trail Drivers C. Space anchors not more than I 8 inches o.c. vertically and 32 inches o.c. horizontally, with not less than 1 ancl�or per 2,6'1 sq. ft. af wall area. Install additional anchors within 12 inches of openings, sealant joints, and perirneter at intervals not exceeding 12 inches, D. Anchor stone trim with stone trim anchors where indicated. lnstall anchors by fastening to substrate �nd inscrting tabs and dowels into kerfs and hotes in stone units. Provide compressible filler in ends of dowel holes and bottoms of kerfs to prevent end bearing of dowels and anchor tabs on stone. Fill ramainder of anchor holes and kerfs witl� mortar, E. Set stone in full bed of mortar with full head joints unless otherwise indicated. Build anahors into rnortar joints as stone is set. F. Rake aut ,joints for pointing with mortor to deptl� �f not Sess than ]/2 inch before setting mortar ftas hardened, Rake,joints to uniform depths with square bottoms and clean sides. 3.06 POINTING A. Prepare stone joint surfaces for pointing with mortar by removing dust and moMar particles, Where setting mortar was removed to depths greater than surrounding Areas, apply pointing mortar in layers not more than 3/8 inch deep untif a uniform depth is farmed, a. Point stone joints by placing and compncting pointing mortar in layers not more than 3/8 incli deep. Compact e�ch Inyer thoroughly and allow to become thumbprint I�ard before applying next layer, C. Too) jaints, when pointing mortar is thumbprint hard, with A smooth jointing tool to produce the following,joint profile: Joint Profile: Concave 3.07 ADJUSTING AND CLEANING A. Remova and replace stone masonry ofthe following description: 1. Broken, chipped, stained, or otherwise damaged stone. Stone may be repaired if inethods and results are approved by Arehitect, 2. Defective joints. 3. Stone masonry not matching approved samples end mockups. 4. Stone masonry not complying with other raquirements indicated, B. Replace in a manner tlist results in stone masonry matching approved samples nnd mockups, complying with other requirements, and shawing no evidence of replacement. C. In-Progress Cleaning: Clean stone masonry �s worl< progi•esses, Remove mortar fins and smears before tooling joints. D, Final Cleaning: After mortar is thoroughly set and cured, clean stone masonry as follows; l. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape l�oes or chisels. 2. Test cleaning metliads on mockup; 1eave ane-half of panel uncleaned for comparison purposes. Obtain ArchitecNs approval of sample cleaning before cleAning stone masonry. 3, Protect adJacent stone and nonmasonry surfaces �•om contact with cleaner by covering them with liquid strippable masking agent, polyethylene film, or waterproof masking tape. 4, Wet wall surfaces witl� water before applying cleaner; rernove cleaner promptly by rinsing thorougl�ly with clear water. 5. Clean stone masonry by bucket and brush hand-cleaning method described in BIA Technical Note No. 20 Revised lI, using job-mixed detergent solution. 6. Clean stone masonry with proprietary acidic aleaner applied according to manufacturer's written instructions, eeee - 36 _ _ Trail Drivers 3.08 EXCESS MATERIALS AND WASTE A, Excess Stone: Stack excess stone where directed by Owner for Owner's use. B. Disposal as Fill Material: Dispose of clean masonry waste, including rnortar and excess or soil- contaminated sand, by crushing and mixing with fill materiat as fill is placed. 1. Crush masonry waste to less than 4 inches in greatest dimension. 2. Mix masonry waste with ut least iwo parts of specified fill materisl for each p�rt of masonry waste. Fill material is specified in Division 31 Section "Earth Moving," 3, Do not dispose nf masonry waste as fill within 18 inches of finished grsde. C. Excess Masonry Waste: Remove excess clean masonry waste that cannot be used as fill, as described above, and otl�er waste, and legstly dispose of off'Owna�'s property. END OF SECTION eeee - 37 . _ _ Trail Drivers � � � , , � ITEM eeee Portable Toilet Enclosure CAST STONE MASONRY PART ! - GENERAL 1.01 RELATED DOGUMENTS A. Drawings and genera( provisions of the Contract, including Genera) snd Supplementary Conditions snd Division O1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section inciudes the following: 1. Cast stone trim. � a. Water Table. B. Related Sections include the following; �- 1. Division 04 Section "Unit Masonry" for installing cast stone units in unit masonry. 1,03 DEFlNIT10NS A, Cast Stone: Architectura) precast concrete building units intended to simulate natural cut stone, i 1.04 SUBMT7TALS A, Product Data: Include construction details, mAterial descriptions, dimensions of individual compo- nents and pro�les, and finishes for cast stone units, B. Usually retain paragraph above for cast s[one items that are manufacturer's stock units, paragraph and subparagraph below for custom-made units. C, Sl�op Drawings; Show fabricatian and installation details for cast stone units, lnclude dimensians, de- tails of reinforcement and anchorages if �ny, and indication of finished faces. 1, Jnclude building elevations showing layout of units and locations of joints and ancl�ors, - D. Samples for Initial Selectian: For cofo�•ed morter, E. Samples for Verification: 1. For each color and texture of cast stone required, l0 inches (2S0 mm) square in size. 2. For colored mortar, Make Samples using same sand and mortar ingredients to be used on Project. Label Samples to indicated types and amounts of pigments used. F. Mockup Samples; Furnish sample units for each color and texture of cAst stone required, 10 inches (2S0 mm) square in size for instaliation in mockups. G. Full-Size Samples: For each type of cast stone unit required. 1. Make availahle for Arcliitect's review at Project site, eeee - 38 Trail Drivers i.OS 1,06 H. Qualification Data: For manufacturer. 1. Include copies of material test reports for completed projects, indicating compliance of cast stone with ASTM C 1364. I. Quality-Control Plan: Manufacturer's written qaatity-cantrol plan that includes all elements of the Cast Stone ]nstitute's "Quality Control Arocedures Required for Plant Tnspection," �. Provide copies of documentation showing catnpliance with quality-control plan as requested by Architect. J. Material Test Reports; For each mix required to produce cast stone, based on testing according to ASTM C t 364, including test for resistance to freezing and thawing. 1, Provide test reports based on testing within previous two years. QUALITY ASSURANCE A. Manufacturer Qualifications: A qualified manufacturer of cast stone units similar to those indicated for this Project, with sufficient production capacity to manufacture required units. 1. Manufacturer is a producing member of the Cast Stone Institute, 8. Testing Agency Qualificatians: An independent testing ageney qualified according to ASTM E 329 for testing indicated, as documented according to ASTM E 54$. C. Source Limitations for Cast Stone; Obtain cast stona units through one source from a single manufac- turer. D. Source Limitations for Morter Materials: Obtain mortar ingredients of a uniform quality, including color, from one manufacturer for each cementitious eomponent and from one source or producer for each aggregate. E. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aes- thetie effects and set quality standards for materials and execution. 9. BUild mockup of typical wall area as shown an Drawings. DELIVBRY, STORAGE, AND HAND�.INO A. Coordinate delivery of cast stone with masonry work to minimize the need for on-site storage and to avoid delaying the Work. B, Pack, handle, and ship cast stone units in suitable packs or pallets. 1. Lift with wide-belt slings; do not use wire rope or ropes that might cause staining. Move cast stone units, if required, using dollies with wood supports. 2, Store cast stone units on wood skids nr pallets with nonstaining, waterproof covers. Amange to distribute weight evenly and to prevent damage to units. Ventilate under covers to prevent con- densation. C. Store installation materials on elevated platforms, under cover, and in a dry location, D. Store mortar aggregates where grading and other required characteristics can be maintained and con- tamination can be avoided. ].07 PROJECT COND]TIONS A, Cold-Westher Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do T�at build on frozen substrates. Gomply with cold-weather construction requirements con- tained in ACl 530.1/ASCE 6/TMS 602, eeee - 39 _ _ _ _ Trail� Drivers 1, Cold-Weather Cleaning: Use liquid cleaning methods only when air ternperature is 40 deg F(4 deg C) and nbove and will remuin so until cast stone l�as dried, but not less than 7 days after com- pleting cleaning. B. Hot-Weather Requfrements; Comply with hot-weather constructlon requirements aontained in ACl 530.1/ASCE 6/TMS 602. PART 2 - PRqDUCTS 2,01 MANUFACTUR�RS A. in other Part 2 articles where titles below inh•oduce lists, the following requirements apply to product selection: 1. Manufacturers; Subject to compliance with requirements, provide products by one of the manu- facturers specified, 2.02 CAST STONE MATERIAC.S A. General: Comply with ASTM C 1364 and the following; B. First paragrapli below is more resh•ictive than requiremenis in ASTM C 1364, C. Portland Cement; ASTM C 150, Type I, containing nat more tl�an 0.60 percent total alkali when tested according to ASTM C 1 l4. D. Coarse Aggregates: Granite, quartz, or limestone complying with ASTM C 33; gradation as needed to produce reguired textures and colors as needed to produce required cast stone colors, E. Fino Aggregates; Natural sand or crushed stone complying with ASTM C 33, gradation as needed to produce required textures and colors as needed to produce required cast stona colors, F. Color Pigment: ASTM C 979, synthetic mineral-oxide pigments or colored water-reducing sdmix- tures; color stable, free of carbon black, nonfading, snd resistant to lime and other alkalis. G. Admixtures; Do not use admixtures unless specified or approved in writing by Architect. 1. Do nat use admixtures that contain more than 0,1 percent water-soluble chloride ions by mass of cementitious materia(s. Do not use admixtures containing calcium chloride. 2. Usa only admixtures that are certified by manufacturer to be cornpatible with cement and otl�er admixtures used. 3. Water-Reducing Admixture: ASTM C 494/C 494M, Type A. 4, Water-Reducing, Retarding Admixture: ASTM C 494/C 494M, Type D, �a. W�►ter-Redu�ing, Accelerating Admixture: ASTM C 494/C 494M, Type E. H. Reinforcement: Deformed steel bars complying with ASTM A 61S/A 61SM. Use galvanized or epoxy-coated reinforcement wlten covered with less than ]-1/2 inches (38 mm) of cast stone material. 1, Epoxy Coating; ASTM A 775/A 775M. ,2, Galvanized Coating: ASTM A 767/A 767M, 1, Embedded Ancl�ors and Other Inserts: Fabricated from steel complying with ASTM A 36/A 36M, And hot-dip galvanized to comply with ASTM A 123/A 123MJ. 2,03 CAST STONB UNITS A. Manufacturers: 1, Advanced Cust Stone, lnc, 2, AHI Supply, Inc, 3, Architectural Cast Stane Corp. 4. Classic Cast Stone of Dallas, Inc. eeee - 40 _ _ _ _ _ Trail Drivers 5. Dailas Cast 5tone Co,, Inc. 6. Fritchman & Associates Cast Stone. 7. Precision Development. 8. Siteworks, ]nc. 9. Southem Cast Stone Manufacturing, lnc. 10. Stone Castle lndush•ies, Inc. 1'I. Stonc Legends Div.; C.S.C.S., lnc. B. Provide cast stone units comptying with ASTM C 1364 using the vibrant dry tamp or wet-cast method. '1. Provide units that are resistant to freezing and thawing as determined by laborstory testing accord- ing to ASTM C 666, Procedure A, as rnodified by ASTM C 1364, or are made from cast stone that has s history of successful resistance to freezing and thawing. C. Fabricate miits with sharp arris and details accurately reproduced witli indicated texture on a11 exposed surfaces, unless otherwise indicated. 1. Slope exposed horizontal surfaces 1:12, unless otherwise indicated. 2. Provide raised fillets at backs of siUs and at ends indicated to be built into,jambs, 3, Provide drips on projecting elements, unless otherwise indicated. D. Fabrication Tolerances: 1. Variation In Cross Section: Do not vary from indicated dimensions by more than 1/8 inch (3 mm). 2. Variation in Length: Da not vary from indicated dimensions by more than 1/360 of the length of unit or 1/S inch (3 mm), whichever is greater, but in no case by more than I/4 inch (6 mm). 3. Warp, Bow, and Twist: Not to exceed 1/360 of the length of unit or 1/8 inch (3 mm), whichever is greater, a. Location of Grooves, False Joints, Holes, Anchorages, and Sirnilar Features: Do not vary from indicated position by more tl�an 1/8 inch (3 mm) on formed surfaces ofunits and 3/8 inch (10 mm) an unforrr►ed surfaces. E. Cure units by one of the following methods: 1. Cure units with steam in enclosed curing roorn at temperature of 105 deg F(41 deg C) or above and 95 to 100 percent relative humidity for 6 hours. 2. Cure units witl� dense fog and water spray in enclosed warm curing room at 9S to 100 percent reta- tive humidity for 24 hours, 3. Cure units ta compty with one of the following: a. Not less than 5 days at mean daity temperature of 70 deg F(21 deg C) or above. b. Not less than 6 dAys at mean daily temperature of 60 deg F(16 deg C} or above, c. Not less than 7 days at mean daily temperature of50 deg F(10 deg C) or above. d. Not less tl�an 8 days at mean daily temperature of 45 deg F(7 deg C) or above. F. Acid etch units after curing to remove cement �Im from surfaees to be exposed to view. G. Colors and Textures: As seleeted by Architect from manufacturer's full ranga. 2,04 ACCESSORlES A, Ancliors: Type and size indicated, fabricated from stainless steel complying with ASTM A 240/A 240M, ASTM A 2�6, or ASTM A 666, Type 304. 2.05 MORTAR MIXES A. Comply with reGuirements in Division 04 Section "Stone Masonry" for mortar mixes, eeee - 41 _ Trail Drivers- 2.06 SOURCE QUAL,ITY CONTROL A. Employ an independent testing agency to sample and tast cast stone units according to ASTM C 1364, 1, Include one test for resistance to freezing and thawing. PART 3 - EXBCUTION 3.01 EXAMINATION A. Examfne substrates and conditions, with installer present, for campliance with requirements for instal- : lation tolerances and other conditions affecting performance of cast stone. ' 1. Proceed with installation only after unsatisfactory conditions have been comected. 3.02 SETTING CAST STONE IN MORTAR A, Set aast stone ns indictrted on Drawings, Set units accurately in locations indicated with edges and fao- ' es aligned according to established relationships and indicated tolerances. 1. Install anchors, supports, fasteners, and other ettachments indicated or necessary to seoure units in place. B. Wet joint surfnces thorouglily before applying mortar or setting in mortar. C. Set units in full bed of mortar with full head joints, unless �therwise indicated. 'I. If not indicated, set units with joints 3/8 to 1/2 inch (10 to 13 mm) wide. 2, Build anchors and ties into mortar joints as uiiits are set. 3. Fill dowel holes and anchor slots with mortar. 4. Fill collar,joints solid as units are set. 5, Build concealed flashing into mortar joints as units are se[. 6. Keep joints at shelf angles open to receive sealAnt. D. Rake out joints for pointing with tnortar to depths of not less than 3/4 inah (19 mm). Reke joints to uniform depths with square battoms and claan sides. 5crub faces of iinits to remove excess mortar as joints are raked. E. Point mortar joints by placing end compacting mai�tar in layers not greater than 3/8 inch (] 0 mm). Compact eacl� layer thoraughly and allow it to become thumbprint }�ard before applying next layer. F. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness, unless otherwise indicated. G. Provide expansion, control, and pressure-relieving joints of widths and at locations indicated. Keep ,joints free of mortar and otlier rigid tnaterials. 1. Form open joint of width indicated, Uut not less than 3/8 inch (10 mm). H, Prepare joints indicated to receive sealant and apply sealant of type and at locations indicated to comp- ly witl� applicable requirements in Division 07 Section "Joint Sealants," 1. Prime cast stone surfaces to receive sealant and install compressible backer rod in joints before applying sealant, unless otherwise indicated. 3.03 INSTALLATION TOLERANCES A. Variation fi•om Plt�mb; no not exceed 1/S inch in 10 feet (3 mm in 3 m), 1/4 ineh in 20 feet (6 mm in 6 m), or 1/2 inch (t2 mm) maximum, B. Variation from Level: Do not exceed 1/8 inch in ] 0 feet (3 mm in 3 m), 1/4 incl� in 20 feet (6 mm in 6 m), or t/2 inch (12 mm) maximum. eeee - 42 _ Trail Drivers C. Variation in Joint Width: Do not vary joint thickness more than 1/8 inch in 36 iiiches (3 mm in 900 mm) or one-fourth of nominal joint width, whichever is less. D. Variation in Plane between Adjacent Surfaces (Lipping): Do not vary from flush alignment with adja- cent units or adjscent surfaces indicated to be flush with units by more than 1/16 inch (l.5 mm), except due to warpage of units withln tolerances specified. 3.04 ADlUST1NG AND CLEANING A. Remove and replace stained and otherwise damaged units and units not matching spproved Samptes. Cast stone may be repaired if inethods and results are approved by Architect. B. Replace units in a manner that resuits in cast stone matching Approved Samples, complying with other requirements, and sh�wing no evidence of replacement. C. )n-Progress Cleaning: Clean cast stone as work progresses. 1. Remove mortar fins and smears before tooling joints. 2. Remove excess sealant immediately, including spills, smears, and spatter. D. Fina) Cieaning: After mortar is thoroughly set and cured, clean exposed cast stone as follows: 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chi- sels, 2. Test cieaning methods on sample; leave one sample uncleaned for comparison purposas. Obtain ArchitecNs approval of sample cleaning before proceeding with cleaning of cast stone. 3, Protect adjacent surfaces from contact with cleaner by covering them with liquid strippahle maslc- ing agent or polyethylene film and waterproof masking tape. 4. Wet surfaces with water before applying cleaners; remove cleaners promptly by rinsing thorough- ly with clear water. 5. Glean cast stone with proprietary acidic cleaner applied according to rnanufacture�'s written in- structions. END OF SECTION eeee - 43 . ._ Trail DnVers SPECYAL SPECIFICATION ITEM eeee Portable'I'oiiet Enclosure STRUCTi1RAL STEEL FRAMING PART t - GENERAL 1,01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and ' Division Ol Specification Sections, apply to this Section. ' 1.02 SUMMARY A. Section lnciudes: 1. Structural steel. 2. Grout. B. Related Sections; ]. Division 01 3ection "Testing Laboratory Services° far indapendent testing agenoy procedures and � administrative requirements. 2. Division OS Sectian "Steel Decking" for field instsllation of she�r connectors through deck. �, Division OS Sectian "Metal Fabrications" for steel Iintels and shelf angles not attached ta structural-steel frame, miscellaneous steel fabrications and other metal items not defined as structural steel, 4. Division 09 painting Sections for surface-preparation and priming requirements, 1.03 bEF1NITIONS A. Structural Steel: Elements of structural-steel frame, as classified by AISC 303, "Code of Standard Practice for Steel Buildings and Bridges," B. Seismic-I,oad-Resisting System: Elements nf structura]-steel frame designated as "SLRS" or along grid lines designated es "SLRS" on Drawings, including columns, beams, and braces and their connections. C. Heavy Sections: Rolled and built-up sections as follows; I. Shapes included in A3TM A 6/A 6M with flanges thicker than 1-1/2 inches. 2, . Welded bt�ilt-up members with ptates thicker than 2 inches, 3. Column base plates thicker than 2 inches. b. Protected Zone: Strucriirai members or portions of shuctura] members indicated ns "P�•otected Zone" on Drawings. Connections of structural and nonstructural elements to protected zones are limited. 1.04 PERFORMANCE REQUIREMENTS A. Connections: Provide details of simple shear connections required by the Contract Documents to be selected or completed by structural-steel fabricator, including comprehensive engineering design by a qualified professional engineer, to withstand laads indicated and comply with other information and restrictions indicated. ], Select and complete connections using schematic details indicated and AISC 360, eeee - 44 - _ Trail -Dri vers 2. Use LRFD; data are given at factored-load leve! or ASD; data are given at service-load level. B. Moment Connections: Type PR, partially restrained. C. Construction: Combined system of moment fi-nme, braced frame, and shear walls. I,OS SUBMI'T7'ALS A. Product Data: For each type of product indicated. B. Shop Drawings: Show fabrication of structural-steel camponents. t. include details of cuts, connections, splic$s, cambar, hofes, and other pertinent data. 2. Include embedment drawings. 3. Indicate welds by standard AWS symbols, distinguishing between shap and field welds, and show size, length, and type of each weld. Show backing bars that are to be removed and supplemental fillet welds where bactcing bars are to remain. 4. Indicate type, size, and length of bolts, distinguishing between shop and �etd bolts, Identify pretensioned and slip-critic�l high-strength bolted connections. S, Identify members and connections of the seismic-load-resisting system. 6. 3ndic�te locations and dimensions of protected zones. 7. ]dentify demAnd critical welds. 8. For structural-steel connections indicated to eomply with design loads, ine(ude structural design data signed and sealed by the qualified professional engineer responsibie for their preparation. C. Wetding Procedure Speci�cations (WPSs) and Procedure Qualification Records (PQRs); Provide according to AWS D1.1/D1,1M, "Structural Welding Code - Steel," for each welded joint whether prequalified or qualified by testing, including the following: 1. Power source (constant current or constant voltage). 2. Electrode manufacturer and trade name, for demand critical welds. p. Qualification Data: For qualified Installer and fabricator. E. Welding certificates. F. Paint Compatibility Certificates: From manufacturers of topcoats apptied over shop primers, certifying that shop primers are compatible with topcoats. G. Mill test reports for structural steet, including chemical and physicat properties. H. Product Test Reports: For the following: 1. Bolts, nuts, ond washers incloding mecl�anical properties and chemical analysis. 2. Direct-tension indicatars. 3. Tension-control, high-strength bolt-nut-washer assemblies. .4. Shear stud connectors. 5. Sl�op primers, 6. Nonshrink grout. l. Source quality-control reports. 1.06 QUALITY ASSURANCE A. Fabricator QuAlifications: A qualified fabricator that participates in the A1SC Quality Certifrcation Program and is designated an AISC-Certified Plant, Category STD. B. Installer Qualifications: A qualified installer who participates in the AISC Quatity Certification Pragram and is designated an A1SC-Certified Erector, Category ACSB. eeee - 4S _ Traii Drivers C. Shop-Painting Applicators; Qualified according to A1SC's Sophisticated Paint Endorsemant P1 or SSPC- QP 3, "Standard Procedure for Evaluating Qualifications of Shop Painting Applicators." D. Welding QuAlificatians: Qualify procedures and personnel according to AWS DI.1/D1,1M, "Structural Welding Code - Steel." 1. Welders and welding operators performing work on bottom-flange, demand-critical welds shall pass the supplementnt welder quslificstion testing, as required by AWS D1.8. FCAW-S and FCAW-G shall be considared separate processes for welding personnel qualification, E. Comply with appllcable provfsions of the following speeificatlons and docurnents: i. AISC 303. 2. AISC 341 and AISC 341s1. 3. AISC �60. 4. RCSC's "Specification far Structura) Joints Using ASTM A 325 or A 490 Bolts," 1.07 DELIVERY, STORAGE, AND HANDLTNG A. Store materiuls to pennit easy access for inspection snd identification. Keep steel members off ground and spaced by using pallets, dunnage, or other supports and spacers. Protect stee) members and packaged materials from corrosion and deterioration, 1. Do not store materials on structure in a manner that might cause distortion, damage, or overtoad to members or supporting structures. Repair or replace damaged materials or structures as directed, B. Store fasteners in u protected place in sealed containers with manufacturer's tabels intact. 1, Fasteners may be repackaged provided Owner's testing and inspecting agency observes repackaging and seals containers. 2. Clesn and relubricate bolts and nuts that bacome dry or rusty before use. 3. Comply with manufacturers' written recommendations for cleaning and lubricating ASTM F 1852 fasteners and for retesting fasten0rs after lubrication. 1.08 COORDINATION A. Coordinate selection of shop primers with topcoats to be applied over them, Comply with paint and coating manufacturers' recommendations to ensure that shop primers and topeoats are compatible with one another, B. Coordinate installation of anchorage ftems to Ue embedded in or sttached to other construction witl�out delaying the Work. Provide setting diagrams, sheet metal templates, instructions, and directions for installation. PART 2 - PRODUCTS 2.01 STRUGTURAL-STEEL MATERIALS A, Channels, Angles, M, S-Shapes: ASTM A 36/A 36M. B. Plate �nd Bar; ASTM A 3b/A 36M. C, Corrosion-Resisting Structural-Steel Sliapes, Plates, and Bars: ASTM A 588/A 588M, Grade 50, D, Cold-Fonned Hollow Structural Sections: ASTM A 500, Grade B, structural tubing. B. Corrosion-Resisting Cold-Formed Hollow Structural Sections: ASTM A 847/A 847M, sh•uctural tubing. F. Steel Pipe; ASTM A 53/A 53M, Type E or S, Grade B. eeee - 46 e _ _ _ Tr�il Drivers ; 1. Weight Class: Standard. 2. Finish: Black except where indicated to be galvanized, ' G. Steel Castings: ASTM A 216/A 216M, Grade WCB with supplementary requirement S 11. H. Steel Forgings: ASTM A 66$/A 668M. L Welding Electrodes: Comply with AWS requirements, 2,02 BOLTS, CONNECTORS, AND ANCHORS A, High-Sn•ength Bolts, Nuts, and Washers: ASTM A 325, Type 1, hesvy-hex stee) structura] bolts; . ASTM A 563, Grade C, hesvy-hex carb�n-steel nuts; and ASTM F 436, Type 1, hardened carbon-steel washers; a11 with plain finish. i. Direct-Tension [ndicators: ASTM F 959, Type 325, compressible-washer type with plain finisl�. " B. High-Strength Bolts, Nuts, and Washers: ASTM A 490, Type l, heavy-hex steel struatural bolts or tension-control, bolt-nut-washer assemblies with splined ends; ASTM A 563, Grsde DH, heary•hex carbon-steel nuts; and ASTM F�36, Type 1, hardened carbon-steel washers with plain finish. ;V 1. Direct-Tension indicators: ASTM F 959, Type 490, compressible-washer type with piain finish. G. Zinc-Coated High-Strength Bolts, Nuts, and Washers: ASTM A 325, Type l, heavy-hex steel structura] bolts; ASTM A 563, Grade DH heavy-hex carbon�steel nuts; and ASTM F 436, Type 1, hardened carbon- steel washers. 1. Finish; Hot-dip or meehanically depositad zinc coating. 2. Direct-Tension Indicators: ASTM F 959, Type 325, compressible-washer type with mechanically deposited zinc coating. D. Tension-Control, High-Strength Bolt-Nut-Washer Assemblies: ASTM F 1852, Type 1, heary-hex head assemblies consisting of steel structural bolts with splined ends, heavy-hex carbon-steel nuts, and hardened carbon-steel washers. 1. Finish: PIAin. E. Shear Connectors: ASTM A 108, Grades 1015 through ] 020, headed-shid type, cold-finished carbon steel; AWS D1.1/Dt.1M, Type B. F. Unheaded Anchor Rods: ASTM F 1554, Grade 36. I. Configuration: Hooked. 2, Nuts; ASTM A 563 hex carbon steel. 3. Plate Washers: ASTM A 36/A 36M carbon steel. 4. Wasliers: ASTM F 436, Type 1, hardened carbon steei. 5. _ Pinish: Plain. ' G, Headed Anchor Rods: ASTM F l 554, Grade 36, struight. l. Nuts: ASTM A 563 hex carbon steel. 2. Plate Wasliers; ASTM A 36/A 36M carbon steel. 3. Washers: ASTM F 436, Type l, hardened carbon steel. 4. Finish; Plain. H. Threaded Rods: ASTM A 36lA 36M. l. Nuts; ASTM A 563 hex carbon steel, 2. Washers: ASTM A 36/A 36M carbon steel. 3. Finish: Plain. eeee - 47 _ Trail L�rivers 1. Clevises and Tumbuckles, Made from coid-finished carbon steel bars, ASTM A 108, Grade 1035. J. Eye Bolts end Nuts; Made from cold-finislied carbon steel bars, ASTM A 108, Grade ! 030. i<, Sleeve Nuts: Mnde fi�om cold-finished carbon steel bars, ASTM A 108, Grade 1018. 2,03 PRIMER A, Primer: SSPC-Paint 2S, Type 1, zinc oxide, alkyd, linseed oil primer. B, �alvanizing Repair Paint: MPl#18, MPl#19, or SSPC-Paint 20, 2.04 GROUT A. Metallic, Shrinkage-Resistant Grout: ASTM C 1107, fActory-packaged, metallic aggregate grout, mixed with water to consistency suitable for application and a 30-minute working time. B. Nonmetsllic, Slirinkage-Resistant Grout: ASTM C 1107, factory-packaged, nonmetallic aggregate grout, noncorrosive and nonstaining, mixed with water to consistency suitable for opplication and a 30-minute working tirne. 2,OS FAHR1CATiON A. Structursl Steel: Fabricate snd ftssemble in shop to greatest extent possible, Fabricate according to AISC's "Code of Standard Practice for Steel Buildings and Bridges" and A15C 360. 1, Carnber struch�ral-steel members where indicated. 2. Fabricate beams with rolling camber up. 3. Identify high-strength structural stee] according to ASTM A 6/A 6M and maintain markings until structural steel has been arected. 4. Mark and match-m�rk materials for field essembiy. 5. Complete structural-steel assemblies, including wetding of units, before starting shop-priming operations. B. Thermal Cutting: Perform thermal cutting by machine to greatest extent possible. 1. Plane thermally cut edges to be welded to comply with requirements in AWS D1.1/DI.IM. C. Bolt Holes: Cut, drifl, mechanically therma) cut, or puncl� standard bolt holes perpendicular to metal surfaces, D. Finishing: Accurately finisl� ends of columns and otlier members t►•ansmitting bearing loads. E. Cleaning: Clean and prepare stee] surfaces that are to re�nain unpainted according to SSPC-SA 1, "Solvent Cleaning." F. Sheor Connectors: Prepare steel surfaces as recommended by manu}'acturer of shear connectors. Use automatic . end_. welding of_ headed-siud shear connectors a�cording to. AWS D 1.1/Dl ,1 M. and __ manufActurer's written instructions. G. Steel Wall-Opening Framing: Select true end straight members for fabricating steel wall-opening framing to be attached to structural steel. Streigl�ten as required ko provide uniform, square, and true members in completed wall framing. H. Welded Door Frames: Build up welded door fi•amas attached to structural steel, Weld exposed joints continuously �nd grind smooth. Plug-weld fixed steel bar stops to frames. Secure removable stops to frames with countersunk machine screws, uniformly spaced not more than 10 inches o.c, unless otl�erwise indicated. t. Holes: Provide holes reGuired for securing otl�er work to stn�ctural steel and for other work to pass through steel framing members. eeee - 48 - - -Trail Drivers 1. Cut, drill, or punch holes perpendicular to steel surfaces. Do not thermally cut bolt holes or enlarge holes by burning. 2, Baseplate Holes: Cut, drill, mechanically thermal cut, or punch holes perpendicular to steel surfaces. 3. Weld threaded nuts to framing and other specialty items indicated to receive other work. 2.06 SHOP CONNECTIONS A. High-Strengti� Bolts: Shop instal) hig{i-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 8olts" for type of bolt and type of joint specified, 1. Joint Type: Snug tightened with turn-of-nut tensioning where required. B, Weld Connections: Comply with AWS Dt.11D1.IM and AWS D1.8/D1.8M for tolerances, appearances, wetding procedure specifications, weld quality, and methods used in corracting walding work. i. Assemble and weld bt►ilt-up sections by methods that will maintain true aJignment af axes without exceeding tolerancas in AISC 303 for mill material. 2,07 SHOP PRIMING A. Shop prime steel surfaces except the following; 1. Surfaces embedded in conerete or mortar. Extend priming of partially embedded members to a depth of 2 inches. 2. Surfaces to be �eld welded. 3. Surfaces to be high-stretigth bolted with slip-critical cannections. 4. Surfaces to receive sprayed itre-resistive materials (applied fireproofing), 5. Galvanized surfaces, B, Surface Preparation; Clean surfaces to be painted. Remove loose rust and mill scale snd spatter, slag, or flux deposits. Prepare surfaces according to the foilowing speci�cations and standards: 1. SSPC�SP 2, "Hand Tool Cleaning." C. Pritning: lrnmediately after surface preparation, apply primer according to manufacturer's written � instruetions and at rate recommended by SSPC to provide a minimum dry film thickness of 1.5 mils. Usa priming methods that result in full coverage of joints, corners, edges, and exposed surfaces. 1. Stripe paint corners, crevices, bolts, welds, and sharp edges. 2. Apply two coats of shop paint to surfaces that are inaccessible after assembly or erection, Change color of second coat to distinguish it from first. D. Painting: Prepare steel and apply a one-coat, nonasphaltic primer complying with SSPC-PS Guide 7.00, "Painting System Guide 7.00: Guide for Selecting One-Coat Shop Painting Systems," to provide a dry fitm thickness of not less than 1.S mils. 2.08 GALVANIZING A. Hot-Dip Galvanized Finish: Apply zinc coating by the hot-dip process to structural steel according to ASTM A 123/A 123M. l. Fill vent and drain holes that will be exposed in the finished Work unless they will fiinction as weep lioles, by plugging with zinc solder and fili►�g off smooth. 2. Galvanize lintels, shelf angles snd welded door frames attached to structural-steel frame and located in exterior walls. eeee - 49 _ Trail Drivers - 2.09 SOURGE QUALfTY CONTROL A, Testing Agency; nwner will engage an independent testing and inspecting agency to perfonn shop tests and inspections and prepare test reports, i. Provide testing agency with Access to places where stn�atural-steel work is being fabricated or produced to perform tests end inspections, , B. Correat deficiencies in Work that test reports und inspections indicate does not comply with the Contrsct Documents. C, Bolted Connections: Sho}rbolted connections wil{ be tested and inspected according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts." D. Welded Connections: In addition to visual inspection, shop-welded connections will be tested and , inspected according to AWS D1.1/D1.1M and the following inspeGtion pracedures, at testing agency's option: ' 1, Liquid Peneh�ant Inspection; ASTM E 165, 2. Magnetic Particle [nspaction; A3TM E 709; performed on root pass and on finished weld, Craaks or zones of incomplete fusion or peneh'ation will not be accepted, 3. Ultrasonic Inspection: ASTM E 164. 4. Radiographic Inspection: ASTM E 94, E. ]n addition to visual inspection, sl�ap-welded shear connectors wil{ be tested nnd inspected aecording to requirements in AWS D1.1/Dl.1M foc stud welding and as follows: (, Bend tests will be performed if visual inspections reveal either a less-than-continuous 360-degree flash or welding repairs to any shear aonnactor. 2. Tests will be conducted on additional shear connectors if weld fracture occurs on shepr connectors already tested, according to requirements in AWS D1.1/D1,1M. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify, witli steel Erector present, elevations of concrete- and masonry•benring surfaces and locations af anchor rods, bearing plates, and other embedments for compliance with requirements. 1. Prepare a ce��tified survey of bearing surfAces, anchor rods, bearing plates, and other embedments showing dimensions, loaations, angles, and elevations. B. Proceed with installation only after unsatisfaetory conditions have been corrected. 3,02 PREPARATION A. Provide temporary shores, guys, braces, aud other suppo��ts during erection to keep structural steel secure, plumb, and in alignment against temporary constructi�n lottds and loads equal in intensity to design loads. Remove temporary supports when permanent structural steel, cont�ectians, and bracing are in place unless otherwise indicated. l, Do not remove tempora�y sl�oring supporting composite deck construction until cast-in-place concrete has attained its design compressive strength, 3.03 ERECTION A, Set structural steel accurately in locations and to elevations indicated and according to AISC 303 and AISC 360. eeee - 50 _ Trait Drivers B. Base Bearing and Leveling Plates: Clean concrete- and masonry-hearing surfnces of bond-reducing materials, and roughen surfaces prior to setting ptates. Clean bottom surface of plates. 1. Set plates for structural members on wedges, shims, or setting nuts as required. 2. We1d plate washers to top of baseplate. �. Snug-tighten enchor rods after supported members have been positioned and plumbed. DO t10t remove wedges or shims but, if protruding, cut off flush wit}� edge of plate before packing with grout. 4. Promptly pack grout solidly between bearing surfaces and plates so no voids remain. Nently finish exposed surfaaes; protect grout and allow to cure. Comply with manufacturer's written instailation instructions for shrinlcage-resisiant grouts. C. Maintain erection tolerances of structural steel within A[SC's "Code of Standard Practice for Steei Buildings and Bridges." D. Align and adjust various members that form part of complete frume or structure before pei�nanent{y fastening. Befoi•e assembly, clean bearing surfaces and otl�er surfaces that will be in permanent contaet with members. Aerform necessary adjustments to compensate for discrepancies in elevations and alignment. 1. Level and plumb individual members of structure. 2. Make allowances for difference between temperature at time of erection and mean temperature when structure is completed end in service. E. Splice members only where indicated, F. Do not use thermal cutting during erection[ unlass�approved by Architect. Finish thermatly cut sections within s�noathness limits in AWS D1,1/D1.1M]. G. Do not enlarge unfair holes in members by burning or using drift pins. Ream holes that must be enlarged to admit bolts, H. Shear Connectors: Prepare steel surfaces as recommended by manufacturer of shear connectors. Use automatic end welding of headed-stud shear connectors aceording to AWS Dl.1/DI.IM and manufacturer's written instructions. 3,04 FiELD CONNECTIONS A. High-Strangth Bolts; lnstall high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt nnd type of,joint specified, Joint Type: Snug tightened with turn-of-nut pretensioning where required. B. Weld Connections: Comply with AWS D1.1/DI.IM and AWS D1,8/Dl.8M for tolerances, appearances, welding procedure speci�cations, weld quality, and methods used in correcting welding work. Con�ply with AISC 303 and AISC 360 for bearing, alignment, adequacy of temporery connections, and �•emoval of paint on surfaces adjacent to field welds. 2. Remave backing bars or runoff tabs where indicated, baak gouge, and grind steel smooth. �, Assemble and weld built-up sections by methods that wil) maintain true alignment of axes without exceeding toteranees in AISC's "Code of Standard Practice for Steel Buildings and Bridges" for mill material. 3.05 PREFABRiCATED BUILDING COt,UMNS A. Tnstall prefabricated building columns to comply with AISC 360, manufaeturer's written recommendations, and requirements of testing and inspecting agency that apply to the fire-resistance rating indicated, eeee - 51 _ . _ _ _ Trail Drivers 3.Ob FIELD QUALITY CONTROL A, Testing Agency: Owner will engage a qualified independent testing and inspecting agency to inspect �eld welds and high-strength bolted connections, B, Bolted Connections: Bolted aonnections will be tested and inspected according to RCSC's "Specification for Structural Joints Using ASTM A 32S or A 490 Bolts." C. Welded Connections; Field weids wiil be visually inspected according to AWS D1.1/Dl .1 M. 1, In addition to visual inspection, field welds will be tested and inspected according to AWS DI.I/D1.1M and the foliowing inspection procedures, at testing egency's option: i-- A. Llquid Penetrant Inspection: ASTM E 165. b. Magnetic Particfe Inspection: ASTM E 709; performed on root pass and on finisl�ed weld. Cracks or zones of incomp(ete fusion or penetration will not be accepted, c, Ultrasonic Inspection: ASTM E 164. d, Radiograpliic Inspection: ASTM E 94. D. ]n addition to visual inspection, test and inspect field-welded shear connectors according to requirements in AWS D 1.1/D1.1 M for stud welding and as follows: I. Parform bend tests if visual inspections reveal either s less-than-continuous 360-degree flash or welding repairs to any shear connector, 2. Conduct tests on additional shear connectors if weld frncture occurs on shear connectors afready tested, t►ccording to requirements in AWS Dl,i/D1,1M. E. Correct deficiencies in Work that test repoi�ts and inspeetions indicate does not comply witl� the Contract Documents. 3.07 FtEPATRS AND PROTECTiON A. Galvanized Surfaces: Clean areas where galvanizing is damaged or missing snd repair galvanizing to comply with ASTM A 780. B, Touchup Painting: Immediate{y after erection, clean exposed nreas where primer is damaged or missing and paint with the samc material as used for shop painting to comply with SSPC-PA 1 for touclling up shop-painted surfaces. 1. Clean and prepare surfaces by SSPC-SP 2 hand-tool cleaning or SSPC-SP 3 power-tool cleaning. C. Tauchup Painting; Clenning And touchup painting are specified in Division 09 painting Sections. END OF SECTION eeee - 52 Trail Drivers SPECIAL SPECIFICATION ITEM eeee Partable Toilet Enclosure DECO[tATIVE FORMED METAL � PART1-GENERAL I 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and � Division O1 SpecificatEon Sections, sppiy to this Section. 1.02 SUMMARY A. Section [nciudes: 1. Aecorative-metal. 1,03 PERFORMANCE REQUIREMENTS A. Thermal Movements; Aliow for thermal movements from ambient and stirface temperature changes acting on exterior metal fabrications by preventing buckling, opening of joints, averstressing of components, failure of conneotions, and other detrimental effects. 1. Temperahire Change: ]20 deg F, ambient; ] 80 deg F, material surfaces, B, Control of Corrosion: Prevent galvanic action and other farms of corrosion by insulating metals and other materials from direct contact with incompatible materisls. 1.04 SUBMITTALS A. Product Data; For eacli type of product indicated. lnclude finishing materials. B. Shop Drawings: Show fabrication and installation detRils for decorative formed metal. 1, Tnclude pians, elavations, component details, and uttacl�ments to other work. 2. Indicate materials and profiles of each decorative formed metal member, fittings, joinery, finishes, fasteners, anchorages, and accessory items. C. Samples for lnitial Selection: For products involving selection of color, texture, or design, including mechanical finishes. D. Samples for Veri�cation: For each type of exposed finislt required, prepared on 6-inch- square Samples of inetal of same thickness and material indicated for the Work, E. Coordination Drawings: Por decorative formed metal elements that house itams specified in other Sections. Show dimensions of housed items, including locations of housing penetcations and ariachments, and necessary clearances, F. Qualification Data: Por a qualified fabricator. G. Welding certificates. eeee - 53 _ _ __ _ _. Trai) Drivers H. Maintenance Data: For [mirrorlike stainless-steel finisl�] [and) [statuary conversion coating copper-alloy finishj to include in meintenance manuals, 1.05 QUALITY ASSURANCE A, Fabricator Qualifications; A firm experienced in producing decorative fortned metal similar to that indicated for this Project and witi� t► record of successful in-se�vice perfarmance, as well as sufficient producti�n capacity to produce required units, B, Installer Qualifications: Fabricatoc of products. C. Welding Qualifications: Quatify procedures and personnel according to the following: 1. AWSDi,I/DI.1M,"Sh•ucturalWeidingCode-Steel," D. Mockups: Build mockups to verify setections made under sample submittals and to demonstrate nesthetic effects and set quality standards for fabrication and installation. 1. Build mockups for the following types of decorative formed rnetal: 2. Approved mockups may become part of the c�cnpleted Work if undisturbed at time of 5iibstantial Completion. 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver decorative formed metal products wrapped in protective coverings and strapped togetiier in suitable packs or in heavy-duty cartons. Remove protective covet•ings before they st�in or bond to finlshed surfaces. B. Store products on elevated piatfonns in a dry locati�n. 1.07 PROJECT CONDITIONS A. Field Measurements: Verify actual locations of walls, columns, beams, and other construction contiguous with decorative formed metal by fieid measurements before fabrication and indicate measurements on Shop Drawings, 1,08 COORD1NATiON A. Coordinate installation of anchorages for decorative fonned metal items. Furnish setting drawings, templates, and directians for instailing anchor�ges, including sleeves, concrete inserts, anchor bolts, and items with integraJ anchors, that are to be embedded in concrete or masonry, Deliver such items to Project site in time for installation. PART 2 - PRODUCTS 2,01 SHEET METAL A. General: Provide shee[ metal without pitting, sean� m�rks, roller marks, stains, discolorations, or ather imperfections where exposed to view an finished units. B. Galvanized-Steel Sheet: ASTM A 653/A 653M, G90 coating, either commeccial steel or forming steel. C. Corten Steel Sheet: ASTM A 242. eeee - 54 " T�`ai! Drivers 2.02 PAINTS AND COATINGS A, Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20 and compatlble with paints specified to be used over it. 2.a3 FABRICATION, GENERAL A. Shop Assembly: Preassemble decorative formed metal items in sh�p to greatest extent possible to minimize fietd splicing and assembly. Disassemble units only as necessary for shipping and handling limitstions. Clearly mark units for reassembly and coordinated instailation. B. Coordinate dimensions end att�chment methods of decorative formed metal items with those of adjoiriing construetion to produce integrated assemblies with closely fitting joints and with edges and surfaces aligned unless otherwise indicated. C. Form metal to profiles Indicated, in maximum lengths to minimize ,joints. Produce flat, flusl� surfaces without cracking or grain separation at bends, Pold back exposed edges af unsupported sl�eet metal to form a 1/2-inch- wide hem on the concealed side, or ease edges to a radius nf approximate]y 1/32 inch and support With concealed stiffeners. D. Increase metat thickness or reinforce with concesled stiffeners, backing materials, or both, as needed to provide surface flatness equivalent to stretcher-leveled standard of flafiess and sufficient strength for indicated use. 1. Support ,joints with concealed stiffeners as needed to hold exposed faces of adjoining sheets in flush alignment. E. Build in straps, plates, and brackets as needed to support and anchor fnbricated items to adjoiiting construction. Reinforce decorative formed metal items as needed to attach and support other construction. F. Provide support framing, mounting and attach�nent clips, splice sleeves, fasteners, and accessories needed to install decorative fonned metal items. G. Where welding or brazing is indicated, weld or braze joints and seams continuously. Grind, fill, and dress to produce smooth, flush, exposed surfaces in which joints are not visible after ftnishing is completed. l. Use welding and brazing procedures that will blend with and not cause discoloration of inetal being joined, 2.04 GENERAL F1NtSH REQUIREMENTS A. Comp)y with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Complete mechenical finishes of flat sheet metal surfaces bef�re fabrication where possible. After fabrication, finish all joints, bends, abrasions, and other surface blemishes to match sheet finish. C. Protect mechanical �nishes on exposed surfaces from damage by appiying a strippable, temporary protective covering before shipping. D, Apply organic and anodic finishes to formed metal after fabrication unless otherwise indicated, E, Finish [items indicated on.Drawings] <Insert product> after assembly. F, Appearance of Finlshed Work: Variations in appesrance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Naticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if tliey are witl�in the range of approved Samples snd are Assembled or installed to minimize contrnst. 2.05 GALVANTZED-STEEL SHBET FINISHES. A, Repairing Galvanized Surfaces: Clean welds and abraded areas and repair galvanizing to comply with ASTM A 780. eeee - 55 Trail Drivers 2,06 CORTEN FINISHES A. General: Fabricate items from finished CORTEN sheet, taking care not to damage finish during fabrication. Protect Cnish as needed during fabrication by applying a strippable, temporary protective covering. PART 3 - EXECUT►ON 3,01 EXAMINATION A. Bxamine substrates, are�s, �nd conditions, with lnstaller present, for compliance with requirements foi• installation tolerences nnd other conditions affecting performance of decorntive formed metal. B, Proceed with installation only after unsatisfactory conditions have been cottected. 3.02 1NSTALLATI ON A, Loc�te and place decorative formed meta) items level and plumb and in alignment with adjacent constcuction. Perfor�li cutting, drilling, and fitting required ta lnstall decorative formed metal. I. Do not cut or abrade finishes that cannot be completely restored in the field. Return items with such finisl�es to the s[�op for required aiterations, followed by camplete refinishing, or provida new units as required. B. Use cancealed anchorages where possible, Provide brass or lesd washers fitted to screws where needed ta protect meta! surfaces and to make e weathertight connection, C. Form tight joints with exposed connections accurately �tted together. Provide raveals and openings for sealants and joint fillers as indicated. 3.03 ADJUSTING AND GLEANING A, Unless otherwise indicated, clean metals by washing thoroughly witl� clean water and soap, i•insing with clean water, and drying with soft cloths. B. Restore finishes damaged during installation and construction period so no evidence rem�ins of correction work. Retum items thet cannot be refinished in the field to the shop; mAke required alterations and refinish entire u�it or provide new units. 3.04 PROTBCTiON A, P��otact finishes of decorative farmed metal items frorn damage during construction period. Remove temporary protective coverings at time of Substantial Completion. ENb OF SECTION eeee - 56 . . TrBif L3�iVers SPECIAL SPECIFICATION ITEM eeee Portable Toilet Enclosure WIRE MESH PARTITIONS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drswings and general provisions of the Contract, including General and Supplementary Conditions and Division O1 Specification Sections, spply to this Section. 1.02 SUMMARY A. Section Includes: 1. Standard-duty wire mesh partitions. , B. Related Sections: 1. Division 04 Section "Unit Masonry" for building anchors into masonry construction for wire mesh partitions. 2. Division OS Sectian "Structurul Steel" for railing systems requiring wire mesh railing insert panels. 1.03 DEFINITIONS A. As defined in ASTM E 2016: 1, tntermediate Criinp: Wires pass over one snd under the next adjacent wire in both directions, with wires crimped before weaving and with extra crimps between the intersections. 2. [.ock Crimp: Deep crimps at points of the intersection that lock wires securely in place. 1.04 PERFORMANCE REQUIREMENTS A. Delegated Design: Aesign wire mash units, including comprehensive enginearing analysis by a quali- fied professional engineer, using perfonnance requirements and design criteria indicated. 1.05 SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual companents and profiles, and finishes for wire mesh items. B. Shop Drawings: Include plans, clevations, sections, details, and sttachments to other work. 1. Include clearances required for operation of service windows. C. Setting Drawings: For anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete. D. Samples for lnitial Selection: For units with factory-Applied color finishes. E, Samples for Verification: l2-by-12-inch (300-by-300-mrri) panel const�•ucted of specified frame members and wire mesh. Show method of finishing members at intersections. eeee - 57 ' Trail Drivers F, Delegated-Design Submittal: For wire mesh units indicated to compiy with performance requireme�its and design criteria, including analysis data signed and sealed by the qualified professional en�ineer re- sponsible for their preparation. G. Qualification Data: For qualified Instailer. H. Welding certificates. l. Maintenance Data: For wire mesh tinit hardware to include in maintenarice manuals. 1.06 QUALITY ASSURANCE A. lnstaller Qualifications: Fabricator of products. 1. lnstaller's responsibilities include fabricating anc� installing wire mesh items and providing profes- sional engineering services needed to �ssame engineering responsibility. 2, Bngineering Responsibility: Preparatian of data for wire mesh items, including Shop Drawings, based on testing and engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project. B. Source LimitAtions: Obtain wire mesh items from single source from single manufacturer, C. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1,1/D1,1M, "Structural Welding Code - Steel." 2. AWS D1,3, "Structural Welding Code - Sheet Steal,° ; 1.07 DELIVERY, STORAG�, AND HANDLING A. Deliver wire mesh items with cardboard protectors on perimeters of panels and doors and with posts wrapped to provide protection during transit and Project-site storage. Use vented plastic. B, Inventory wire mesh partition door hardware on receipt and provide secure lockup for wire mesh parti- tion door hardwAre delivered to Project site. 1. Tag each item or package separately with ideiitification and include basie installation instructions with each item or package. 1.08 PROJECT CONDITIONS A. Field Measurements: Verify actual dimensions of construction contiguous with wire mesh units by field measurements before fsbrication, PART2-PRODUCTS 2,01 MANUFACTURERS A. Manufacturers: Subject to comp)iance with requirements, provide producis by one of the followin�: 1. American Woven Wire Corporation. 2. G-S Company (The). 3. Miller Wire Works, Ina 4. Newark Wire W�rks ]nc. 5, Standard Wire & Steel Warks. 6. Wire Crefters, LLC. 2.02 MATERIALS eeee - 58 - - - Trait DriVers A. Steel Wire: ASTM A 510 (ASTM A SIOM). B, Steel Alates, Channels, Angles, and Bars; ASTM A 36/A 36M, C. Cold•Ro►led Stee! Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B. D. Stee) Pipe: ASTM A 53/A 53M, Schedule 40 unless another weight is indicated or required by struc- tural loads. E. Steel tubing and pipe ara sized differentty. Pipe is designated by nominai pipe size and weiglit or schedule number. Tubing is designated by OD and wall thickness. F. Square Steel Tubing: ASTM A 500, cold-forn�ed structural-steel tubing. G. Metallic-Coated Steel Sheet: ASTM A 6S3/A 653M, Commercial Steet (CS), Type 8; with G60 (Z180) zinc (galvanized) or Ab0 (ZFl 80) zinc-iron-alloy (galvannealed) coating designation. H. Galvanizing Repair Paint: Higli-zir�c-dust-content paint for regalvanizing welds in steel, complying with SSPC-Paint 20. 2.03 STANDARD-DUTY WIRE MESH PARTITIONS A. Mesh: 0.135-inch- (3.5-mm-) diamete.r, intermediate-crimp steel wire woven into 1-1l2-inch (38-mm) diamond mesh. B. Vertical Panel Framing; 1-1/4-by-S/8-by-0.097-inch (32-by-16-by-2,5-mm) cold-rotled, C-shaped steel channels with 114-inch- (6-mm-) diameter bolt holes spaeed not more than 18 inches (450 mm) o.c. along center of framing. G, Top Capping Bars: 2-1/4-by-l-inch (57-by-25-mm) cold-rolled stee( channels, 2.04 FABRICATION A. General: Fabricate wire mesh items from cornponents of sizes not less than those indicated. Use larg� er-sized components as recommended by wire mesh item manufacturer, 2.05 GENBRAL FINISH REQUIREMENTS A, Comply with NAAMM's "Meta1 Finishes Manual for Architectural and Metal Products" for recom- mendations for applying and designating finishes. B, Protect mechAnical finishes on exposed sui•faces froin damage by applying a strippable, temporary pro- tective covering before shipping. 2,06 STEEL AND ]1tON FINISHES A, Galvanizing: Hot-dip galvanize items as itidicated to comply with applicable standard listed below: 1. ASTM A 123/A 123M, for galvanizing steel and iron components. ` 2. Preparation for Shop Priming: After galvenizing, tharoughly clean wire mesh components of grease, dirt, oil, flux, and other foreign matter, and treat with rnetallic-phosphate process, B. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with minimum re- quirements indicated below for SSPC surface-preparation specifications and environmental exposure conditions of installed metal fabrications; eeee - 59 � Trail Drivers 1. Exteriors (SSPC Zone 1B) and Items lndicated to Receive Zinc-Rich Primer: SSPC- SP 6/NACE No. 3� "Commerciai Blast Cl�aning." 2. tnteriors (SSPC Zane 1A); SSPC-SA 3, "Power Tool Clean(ng." PART 3 - EXECUTION 3.01 EXAM1NATlON A. Examine areas, with lnstalier present, for compiiance with requirements for installation tolerancas nnd otlier cond(tions affecting performance of the Work. B. Proceed with installatian only after unsatisfactory conditions liave been corrected. 3A2 ADJUSTING AND CLEANING A. Touchup Painting; Immediately after erection, ciean field weids, bolted connections, and sbraded areas, Pafnt uncoated and abraded areas with the same materlal as used for shop painting to eompty with SSPC-PA 1 far touching up shop-painted surfaccs, B. Galvanlzed Surfaces; Clean fleid welds, bolted connections, snd �brnded areas and repair galvsnizfng to comply with ASTM A 780. END OF SECTIqN eeee - 60 - Trail Drivers SPECIAL SP]ECIFICATION ITEM eeee Portable Toilet Enclosure EARTH MOVING PART 1 - GENERAL, 1.01 RELATED DOCUMENTS A. Drawings and general provisions of tha Contrsct, inaluding General and Supplementary Conditions and Division Ol Specification Sections, apply ta this Section. 1.02 SUMMARY A. This Section includes the following: I. Preparing subgrades for siabs-on-grade. B. Related Sections include the following: 1. Division 03 Section "Cast-in-Place Concrete" for granular course if piaced over vapor retarder and beneath the slab-on-grade. 1.03 DEFIN1TlONS A. Backfill: Soil material or controlled low-strength materia) used to fil) an excavation. 1. Initial Backfill; Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. 2. Final Backfill: Backfil! placed over initial backfrll to fill a trench. B, Base Course: Course placed between the subbase course and hot-mix asphalt paving. C. Beddin� Course: Coursa placed over tl�e excavated subgrade in a trench before laying pipe. D. Bonow Soii; Satisfactory soil imported from off-site for use as fill or backfill, E. Drainage Course: Course supporting the slab-on-grade that also minimizes upward capiilary flow of pore water. F. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicsted. 1, Authorized Additional Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions as directed by Architect. Authorized additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work. 2. Unauthorized Excavation; Excavation beiow subgrnde elevations or beyond indicated lines and dimensions without direction by Architect. Unai�thorized excavation, as well as rentedial worlc di- rected by Architect, shall be without additional compensation. eeee - 61 Trail Drivers G. FiII; Soi) materials used to raise existing grsdes. H. Struetures: Buildings, footings, foundations, retaining walls, slabs, tenks, curbs, mechanical and elec- trical appurtenances, or other man-made stationary features constructed above or below the ground sur- face. I. 5ubbase Course; Course placed between the subgrade and base co�rse for hot-mix nsplialt pavement, or course pJnced between the subgrade and a cement concrete pavement or a cement concrete or hot- mix asphalt waik. J. Subgrede: Surface or elevation remaining after completing excavation, or top surface �f a fill or back- fill immediately below subbase, drainage fill, or topsoi) materials, K, Utilities; On-site underground pipes, condttits, ducts, and cables, as well as underground services within buildings, , 1.04 SUBMITTAL,S A. Product Data: For the foltowing: 1. Controiled low-strength material, including design mixture, B. Samples: 12-by-12-inch (300-by-300-mm) Sample of subdrainsge geotextile. t.05 QUAGITY ASSURANCE A. Geotechnical Testing Agency Qualifications: An independent testing ageney qualified according to ASTM E 329 to conduct soil materials and rock-definition testing, as doct�manted according to ASTM D 3740 and ASTM E Sa8. 1.06 PROJECT CONDITIONS A. Existing Utilitias: Do not interrupt utilities serving facilities occupied by Owner or others unless per- mitted in writing by Architect and tlien only afier arrAnging to provide temporary utility services ac- cording to require►nents indicated, 1. Notify Architect not less than two dsys in advance of proposed utility interruptions. 2. Do not proceed with utility Interruptions without Architect's written permission. 3. Contact utility-locator service far area where Project is located before excavating. B. Demolish and campletely remove from site existing underground utilities indicated to be removed. Coordinate with utility companies to shut off services if lines are active. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A, General: Provide borrow soil materials when sufficient satisFactory soil materials are not availaUle frotn excavations. B. Satisfactory Soils: ASTM D 2487 Soil Classification Groups GW, GP, GM, SW, SP, and SM, or a combination of these groups; free of rock or gravel larger thAn 3 inches (�5 mm) in any dimension, de- bris, waste, frozen materials, vegetatian, and other deleterious matter, eeee - 62 Trail Drivers C, Unsatisfactory Soils: Soil Classification Groups GC, SG, CL, ML, OL, CH, MH, OH, and PT accord- ing to ASTM D 248?, or a combination of these groups. I. Unsatisfactory soils also include satisfactory soils not maintained witltiin 2 percent of optimum moisture content at time of compaction. D. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 29A0; with st least 90 percent passing a 1-1/2•inch (37.5-mtti) sieve and not more than 12 percent passing a No. 200 (0.075-mm) sieve. E. Base Course: Naturally or artificislly graded mixture of naturel ar crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; witi� at least 95 percent passing a 1-1/2-inch (37.5-mm) sieve and not more than 8 percent passing a No. 200 (O.D7S-mm) sieve. F. Engineered Fill: Naturatly or artificially graded mixture af natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch (37.5-mm) sieve and not more than 12 percent passing a No. 200 (0.07S-mm) sieve. G. Bedding Caurse: Naturally or artificially graded mixture of naturel or crushed gravel, crushed stone, and natura{ or crushed sand; ASTM D 2940; except with 100 percent passing a 1-inch (25-mm) sieve and not more than 8 percent passing a No, 200 (0.075-mm) sieve, H. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate grading Si2e S7; with 100 percent passing a 1-1/2-inch (37.5-mm) sieve and 0 to S percent passing a No. 8(2,36-mm) sieve. I. Fiiter Material: Narrowly graded mixture of natural ar crushed gravel, or crushed stone and natural sand; ASTM D d48; coarse-aggragate grading Size 67; with 106 percent passing a 1-inch (25-mm) sieve and 0 to 5 percent passing a No. 4(4.75-mm) sieve. J. Sand: ASTM C 33; fine a�ggregate, natural, or manufactured sand. K. Impervious Fill: Clayey gravel and sand mixture capable of compacting to a dense state. PART3-EXECUTION 3.0 i PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities fi•om damage caused by settle- ment, lateral mavement, undermining, washout, and other hazards created by earthwork operations, B. Preparation of subgrade for earthwork operations including removal of vegetation, topsoil, debris, ob- structions, and deleterious materials from ground surfaca is specified in Division 31 Section "Site Clearing." C. Protect and maintain erosion and sedimentation controls, which are specifiad in Division 31 Section "Site Cleari�ig," during earthwork operations. 3,02 EXCAVATION, OENERAL A. Unelassifed Excavation: Excavate to subgrade etevations regardless of the eharaeter of surfaee and subsurface conditions encountered. Unclassified excavated materials may inelude rock, soi] materials, and obstn�ctions. No changes in the Contract Sum or the Contract Time will be authorized for rock excavation or removal of obstructions. 1. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials. eeee - 63 ' Trail Drivers E3. Classified Excavation; Excavate to subgrade elevations. Material to be excavated will be clAssified as eartli and rock. Do not excavate rock until it has been classified and cross sectioned by Architect. The Contrr�ct Sum will be adjusted for rock excavation according to unit prices included in the Contract Documents. Changes in the Contrnet time may be authorized for rock excavation. l. Earth excavation includes excavating psvements and obstructions visible on surface; underground structures, utitities, and other items indicated to be remaved; together with soil, bouiders, and otit- er materials not classified as rock or unauthorizad excavation. a, Intermittent drilling; blasting, if pennitted; ram hammering; or ripping of materlal not classi- fied as rock excavation is eArth excavation. 3.03 EXCAVATION FOR STRUCTURES A. Exaavate to indicated elevations snd dimensions within a tolerance of plus or minus 1 inch (25 mm). If �ppllcable, extend excsvations a sufficlent distance from structures for plaeing and removing con- crete formwork, for installing services snd ather construction, and for inspections. 1. Exeavations for Footings and Foundations: Do not disturb bottom of excavation, Excavate by I�and to final grade just before placing concrete reinforcement, Trim bottoms to required lines and grades to leave solid base to receive otl�er work. 3,04 � UNAUTHORIZED EXCAVATION A. Fil1 unauthorized excavation under foundations or wall footings by extending bottom elevation of con- crete foundation or footing to excavntion bottam, without altering top alevation. Lean concrete filf, witli 28-day compressive strength of 2500 psi (17,2 MPa), may be used when approved by Arcliitect, I. Fip unauthorized excavations under other construction or utility pipe as directed by Architect. 3.05 STORAGE OF SOIL MATERIALS A. Stackpile borrow soil materials and excavated satisfactory soil mnterials without intermixing. Place, grade, and shape stockpiles to drain surface water, Cover to prevent windblown dust. 1. Stockpile soil materials away frorn edge ofexcavations. Do not store within drip line of remain- ing trees. 3,06 BACKFILL A. Place and compact backfill in excavations promptly, but not before completing the following: 1. Construetion balow finish grade including, where applicable, subdrainage, dampproofing, water- proofing, and perimeter insulation. 2, Surveying loeatiot�s of undergrotind utilities for Record Documents, 3. Testing and inspecting underground utilities. 4. Removing concrete formwork. 5. Removing trash and debris, 6. Removing temporary shoring and bracing, and sheeting. 7, Installing pennanent or temporary horizontal bracing on horizontally siipported walls. eeee - 64 ` Trail Drivers B. Place backfil! on subgrades free of mud, frost, snow, or ice. 3.07 SOIL FILL A. Plow, scarify, bencli, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing materiai. • B. Plsce and compact fill mAterial in layers to required elevations as follows: 1, Under grass and planted areas, use satisfactory soil material. 2. Under walks and pavements, use satisfactory soil material. 3. Under steps and ramps, use engineered fill. 4. Under building slabs, use engineered fill. 5. Retain subparagrapii below if backfill or flll beneath faotings and foundations is required. Coor- dinate materiel selection with geotec}�nical engineer's written recommendations. 6. Under footings and foundations, use engineered fill. C. Place soil fill on subgrades free of mud, frost, snow, or ice. 3.08 SOtL MOISTURE CONTROL A. Uniformly moisten or aerate s�bgrade and each subsequent fill or backfill soil layer before compaction to within 2 percent of optimum moisture content, 1. Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain frost or ice. 2. Remove and replace, or scarify and eir dry otherwise satisfactory soil material that exceeds opti- mum moisture cantent by 2 percent and is too wet to compact to specified dry unit weight. 3.09 COMPACTION OF SOIL BACItFILLS AND FILLS A, Place backfill and fi11 soil materials in layers not more than 8 inches (200 mm)in loose depth for ma- ierial compacted by heavy compaction equipment, and not more than 4 inches (100 mm) in loose depth for material compacted by hand-operated tampers. B. Place backfill and fill sail materials evenly on a11 sides af structures to required elevations, and un- ifortnly afong tlye full length of each structure. C. Compact soil materials to not less than the following percentages of maximum dry density according to ASTM n 698: . 1. Under structures, building stabs, steps, and pavements, scarify and recompact top ]2 inches (300 mm) of existing subgrada and each tayer of backfill or fill soil material at 95 percent. 2. Under walkways, scarify and recompact top 6 inches (150 mm) below subgrade and compact each layer of backfill or fill soil material at 92 percent. 3. Under lawn or tinpaved areas, scarify and recompact top 6 inches (l 50 mm) below subgrade and compact each layer of backfill or fill soil material at 8S percent, 4. For utility trenches, compact each layer of initial and final backfill soil material at 85 pereent. eeee - 65 ' Trait Drivers 3.10 GRADING A. General: Uniformly grade areas to a smooth surface, fi•ee of irregular surface changes. Compfy with compaction requirements and grade to cross sections, fines, and elevations indicated. l. Provide a smooth transition between adjacent existing grades and new grades. 2. Cut out soft spots, fill low spots, and trirn higli spots to comply with required surface tolerances. B. Site Grading; Slope grades to direGt water away from buildings and to prevent ponding. Finish sub- grades to required elevatians within the following tolerances: 1. Lawn or Unpaved Areas: Pius or minus 1 inah (2S mm). 2. Walks: Alus or minus 1 incl� (25 mm), 3. Pavements: Plus or minus I/2 inch (13 mm). C. Orading inside Building Lines; Finish subgrade to a tolerance of 1/2 inch (13 mm) when tested with a ' ] 0-foot (3-m) straightedge. 3.11 �IELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent geotechnical engineering testing agency to perFarm field quality-conh•ol testing. B. Footing Subgrade: At footing subgrades, at least one test of each soil stratum wil) be performed to ve- rify design bearing capacities. Subsequent verification and Approval of other footing subgrades may be based on a visua) comparison of subgrade witl� tested subgrade when approved by Archltect. C. When testing agency reports that subgrades, filis, or backfills have not schieved degree of compaction specified, scarify and moisten or aer�te, or remove and replace soil to depth required; recompact and retest until specified compaction is obtained. : 3.12 PROTECT[ON A. Protecting Graded Areas; Protect newly graded areas from traffic, freezing, and erosion, Keep free of trash and debris. B. Repair and reestablisl� grades to specifted tolerances where completed or partiaily completed surfaces become eroded, rutted, settled, or where they l�se compaction due to subsequent construction opera- tions or weatlier conclitions. l. Scarify or remove and replace soil mnterial to depth as directed by Architect; reshape and recom- pact. . C. Where settling oceurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstrucf surfacing. 1. Restore appearance, quality, and condition of finished surfacing to match edjacent work, and elim- inate evidence of restoration to greatest extent possible, 3.13 DISPOSAL OF SURPLUS AND WASTE MATERIALS A, Disposal: Remove surplus satisfactory soil and weste material, including unsatfsfActory soil, trash, snd dabris, and legally dispose of it off Owner's property. eeee - 66 Trail Drlvers �, Retain paragraph above or paragraph and subparagraph bclow. C. Disposal: Transport surplus satisfactory soll to designated storage areas on Owner's property. Stock- pile ar spread soll as dirccted by Architect, 1. Remove waste material, inGluding unsatisfactory soil, trash, and debris, nnd legally dispose of ft off Owner's property. END OF SECTION eeee - 67 Trail Drivers S]PECIAL SPECIFICATiON ITEM ffff Retaining Wall i. Description, This item shall consist of furnishing sll materials, equipment, labor and incidentals necessary for constructing segmented retaining wall as designated on the plans and as specified by the Engineer. 2, Materinls and Construction Methods. All materials furnished and all construction methods utilized shall be in sccordence with the plans detaiis and as noted witl�in the C3aneral Notes and Specificat9on Data or as specified by tha Engineer. 3. Measurement, This Item wi11 be measured as face foot complete in place. 4. Payment. Tha work performad and materials furnished in accordance with this Item and measured as provided for under "MeasuremenY' will be paid for at the unit price bid for "Retaining Watl" This price shall be full eompensation for furnfshing sil materials, equipment, labor and incidentals necessary to complete the wark. 1-1 SPECIAL SPECII'I�ATION ITEM gggg ' Trail Drivers Rumble Strips l. Description. This Item shall govem for furnishing all labor, tools, equipment and services necessary to construct ar install rumble strips of the type specified, on Portland-Cement•Concrete Trails, complete in place in conformity with the details shown on the plans and as described herein. 2. Constructlon Methods. The rumble strips shall be constructed according to the configuration shown on the plans and installed at the locatians as indicated on the plens or as directed by the Engineer. The Contractor shall use either a temptate, a straightedge or other means subject to the approval of the Engineer to provide the proper alignment and configuration of the completed rumble strips. 3. Measurement. This Item will be measured by unit of each rumble strip location, complete in place. �l. Payment. The work performed under this item and measured as provided under "Measurement" will be pa{d for at the unit price bid for "Rumble Sirfps." This price shall be full compensation for all labor, tools, equipment, and incidentals necessary to complete the work. i-1 Trail Drivers SPECIAL SPECIFICATIOIrt ITEM hhhh Concrete Split Rail Fence I, Description. This Item shall consist of furnishing at) materials, equipment, labor and incldentafs nocessary for installing concrete split rail fence in areas as designated on the plans and as specified by the Engineer. 2. Materials and Construction Methods, All materials furnished and all construction methods utilized shall be in accordance with the plans details and as noted within the Qeneral Notes and Specification Data or as specified by tlte Engineer. 3. Measurement. This ltem will be measured by each unit, as shown on tl�e plans, camplete and in place. 4. Payment. The work perfonned and materials furnished in accordance with this Item and measured as provided under "Measurement" w111 be paid for at the unit priGe bid for each "the concrete split raif fence. This price shatl be full compensation for furnishing all materials, equipment, labor and incldentais necessary to complete the work. 1-1 Trail Drivers SPECIAL SPECIFYCATiON ITEM iiii Bike Racic 1. Description. This item shall consist of furnishing all materials, equipment, labor and incidentals necessary for installing bike rack embedded in concrete as deslgnated an the pians and as specified by the Engineer. 2, Materiais and Construction Methods, All materials'furnished and sll construction methods utilized shall be in accordance wiih the plans details and as noted within the (3eneral Notes and Specification Data or as speci�ed by tlie Engineer. 3, Measurement. This Item wtll be measured ss each bike rack complete in place. 4. Payment, 'The work performed and materials furnished in accordance with this ltem and measured as provlded for under "Measurement" will be paid for at the unit price bid for "Bike Rscks." This price shall be fiill compensation for furnishing all mattrials, equfpment, labor and incidentals necessary to complete the work. iQl FHWA-1273 -- Revised May 1, 2012 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUC710N CONTRACTS L General Ii. Nondiscrimination 111. Nansegregated Facilifies IV. Davis-Bacon and Related Act Provisions V. Contract Work Hours and Satety Standards Act Prov(slons VI. Subletting or Assfgning the Contract VII. Safety: Accident Prevention Vill. False Statements Concerning Highway Projecis IX. Implementation of Clean Air Act end Federal Water Poliution Control Act X, Compliance with Govemmentwide Suspension and Debarment Requirements XI. Certification Regarding Use of Contract Funds for Lobbying 3. A breach of any of the stipulations contained in these F2equired Contract Provisions may be su�cient grounds for withholding of progress payments, withholding ot finai payment, tertnination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federai-aid highway unless it is labor perforrned by convicts who are on parole, supervised release, or probation. The term Federal-aid hfghway does not inciude roadways functionally class�ed as local roads or rural minor coilectors. ATTACHMENTS A. Employment and Materials Preference forAppalachian Development Highway System or Appalachian Local Access Road Contracts (included in Appalachian contracts only) I. GENERAL 1. Form FHWA-1273 must be physically incorporated in each construction coniract funded under Title 23 (exciuding emergency contrects solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inciusion in ail lower tier subcontracts (exciuding purchase orders, rental agreements end other agreements for supplies or services). The epplicable requirements of Form FHWA-1273 are incorporated by reference for work done under any purchase order, rentai agreement or agreement for other services. The prime contractor shall be responslble tor compHance by any subcontractor, lower-tier subcontractor or service provider. Form FFIWA-1273 must be (ncluded in all Federal-aid design- build contracts, In all subcontracts and (n lower tier subcontracts (axcluding subcontracts for design services, purchase orders, renta) agreements and other agreements for supplies or services). The design-builder shall be responsibie for comp�iance by any subcontractor, lower-tier subcontractor or service provider. Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal documents, however, the Form FHWA-1273 must be physically Incorporated (not referenced) In ell contracts, subcontracts and lower-tier subcontracts (exciuding purchase orders, rental agreements and othar agreemants for supplies or services related to a construction contract). 2. Subject to the appiicability criter(a noted in the foliowing sections, these contrect provisions shail apply to all work performed on the contract by the contractors own organization and with the assistance of workers under the contractor's Immediata superintendence and to all work performed on the contract by piecework, station work, or by subcontract. 11. NONDISCRtMINATION 7he provis(ons of this section related to 23 CFR Part 230 are applicabie to all Federal-aid construction contracts and to all related construction subcontracts of $10,000 or more. 7he provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts. in addition, the contractor and all subcontractors must comply with the foliowing policles: F�ceculive Ordar 11246, 41 CFR 60, 29 CFR 1625-1627, Title 23 USC Sectlon 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civli Rights Act of 1964, as amended, and related regulations including A9 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, end 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60- 1.4(b) and, for ail construction contracts exceedi�g �10,000, the Standard Federal Equai Empioyment OpportunKy Construction Contract Specifications ln 41 CFR 60-4.3. Note: The U.S. Depariment of Labor has exclusive authority to determine compllance with �cecutive Ordar 112A6 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625-1627. The contracting agency and the FH1NA have the authority and the responsibility to ensure compllance wlth Title Z3 USC Section 1Q0, the RehabflitationAct of 1973, as amended (29 USC 79A), and Titie VI o( the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 2T, and 23 CFR PaRs 200, 230, and 633. The foilowing provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA requ(rements. 1, Equal Empioyment Opportunity: Equal employment opportunity (EEO) requirements not to discrim(nate end to take affirmative action to assure equal opportunity as set torth under laws, executive ordars, rules, regulations (28 CFR 35, 29 CFR 1630, 29 GFR 1625-1627, 41 CFR 6� and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herain, end imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and speci�c a�rmative action standards for the contractor's project eckivities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U,S,C, 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference fn this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the contracting agency and the Federai Govemment to ensure that it has made every good faith effort to provide equal opportunily with respect to all of its terms and conditions of employmeni and in their review of aclivities under the contract. b. The contractor will accept as its operating policy the following statement: "it is the policy of thls Company to assure that applicants are employed, and that empioyees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such ection shall include: employment, upgrading, demotion, or transfer; recruilment or recruitment advertising; layoff or termfnation; rates of pay or other forms of Compensatlon; and selection for training, including epprenticeship, pre-apprenticesh(p, and/or on-the- job trainfng." 2. EEO Officer: The contractor w111 designate and make known to the contracting o�cers an EEO Officer who will have the responsibility for and must be capable of eNectively administering and promoting an active EEp program and who must be assigned edequate authority and responsibility to do so. 3, Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved fn such action, will be made fu�ly cognizant of, and wfll fmplement, the contrector's EEO polfcy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the ebove agreement will be met, the foilowing actions will be taken as a minimum: a. f'eriodic meetings of superv(sory and personnei o�ice employees will be conducted before the start of work and then not less oRen than once every six months, at which fima tha contractor's EEO policy end fts Implementation will be reviewed and explained, The meetings will be conducted by the EEO Officer. b. All new supervisory or personnei office employees wili be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations withfn thirty days following their reporting for duty wlth the contractor. c. AI! personnel who are engaged in direct recruitment for the project will be instructed by the EEO O�cer In the contractor's procedures for locating and hiring minorities and women. d. Notices and posters setting forth the contractor's EEO policy wlll be placed in araas readily accessible to empioyees, applicants for empioyment and potential employees. e. The contractor's EEO policy and the procedures to impiement such policy will be brought to the attention of empioyees by means of ineetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notalion: "An Equal OppoRunity Employer." All such advertisements will be placed In publications having a large cfrculation among minorities and women in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic end direct recruitment through public and private employee refertai sources Iikeiy to yield qualified minorities and women. To meet this requlrement, the contracior will ldentify sources of potential minority group employees, and establish with such identified sources procedures whereby minority and women appiicants may be referred to the contractor for employment consideration. b. In the event the contractor has e valid bargaining agreement providing for excluslve hir)ng hall referrals, the contractor is expected ta obsenre the provisions ot that ac�reernent to the e�ent that the system meets the contractor's compliance with EEO contract provisions, Where Implementation of such an agreement has the effect of discriminating aga(nst minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions. c. The contractor will encourage fts present employees to refer minorities and women as appl(cants for employment. Information and procedures with regard to referring such applicants will be discussed with employees. 5. Personnei Actions: Wages, working conditions, and employee benefits shali be estabiished and administe�ed, and personnel adions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shail be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspedions of project sites to insure ihat working conditlons and employee facililies do not indicate discriminatory treatment of project site parsonnel. b. The contractor will periodicaliy eva�uate the spread of wages paid within each classification to determine any evidence of discrimfnatory wage practices. c, The contractor will per(odically revlew selecied personnel acUons in depth to determine whether there is evidence of discrimination. Where evidence fs found, the contractor will promptly take correctfve ection. Ii the review indicales that the discrimination may extend beyond the actions reviewed, such corrective action shall includa aii affected_persons.._ _ d. The contractor will prompt�y investigate all complaints of alleged discrimination made to lhe contractor In connection wlth Its oblfgations undar this contracl, will attempt to resolve such complalnts, and wili take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all o( their avenues of appeal. 6. Training and Promotlon: a. The contractor will essist (n locating, qualifying, and increasing the skills of minorities end women who are applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job ciassification involved. b. Consistent with the contractor's work force requirements and as pennissible under Federal and State regulations, the contractor shall make fuli use of training programs, I.e., apprenticeship, and on-the-job training programs tor the geographical area of contrect performance. In the event a special provision for training Is provided under thls contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare essistance in accordance with 23 U.S.C. 140(a). c. The contractor will advise employees and applicants for employment of available iraining programs and entrance requirements for each. d. The contractor will periodicaliy Yeview the training and promotion potential of employees who are mfnorities and women and will encourage eligible empioyees to apply for such traEning and promotion. 7. Unfons: If the contractor relies in whole or in part upon unlons as a source oi employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. Actions by the contractor, efther directly or through a contractor's association acting as agent, wiN indude the procedures set forth below: a. The contractor will use good fafth efforts to develop, in cooperation with tha unions, Jolnt training programs aimed toward qualifying more minorities and women for membership in the unions end fncreasing the skills oi minorities and women so that they may qualify for higher paying employment. b. The contractor wiil use good faith efforts to incorporate an EEO Gause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religfon, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and polides of the labor union except lhat to the extent such information Is within the exclusive possession of the labor union and such labor unfon refuses to furnish such information to the contractor, the contractor shail so certify to the contracting agency and shall set forth what efforts have besn made to obtain such informailon. d. In the event the unlon is unable to provide the contractor with a reasonable flow of reterrals within the tima Iimk set forth in the collective bargaining agreement, the contractor wlli, through independent recruitment effo�ts, fill the employmenf vacancies without regard to racs, color, religion, sex, national origln, age or disability; makfng full efforts to obtain qualifled and/or qualitiable minorities and women. The failure of a union to provide sufficient referrais (even though it Is obligated to provide exclusive referrals under the terms of e collective bargafning agreement) does not relieve the contractor from the requirements of this paragraph, In the event the unlon referral practice prevents the contractor from meeting the obligations pursuent to Executive Order 11246, es amended, and these speciai provisions, such contractor shall immediately notify the contracting agency. 8. Reasonablo Accommodatfon for Applicants 1 Employees with Disabiiltles: The contractor must be familiar with the requirements (or and comply with the Americans with pisabilities Act and all rules and regulations established there under. Emp�oyers must provlde reasonable accommodation in all employment activities unless to do so would cause an undue hardship. 9. Selectlon of Subcontractors, Procurement of Materlals and Leasing of Equlpment: The contractor shall not discriminate on the grounds o( race, color, religion, sex, national origin, age or d(sability in the seleclion and retention of subcontractors, Including procurement oi materiais and leases of equipment. The contractor shall take ail necessary and reasonable steps to ensura nondiscrimination in the administration o(this contract. a. The contrackor shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. b. The contractor will use good faith effo�ts to ensure subcontractor compliancs with their EEO obligat(ons. 10, Assurance Required by 49 CFR 26.13(b): a. The requirements of 49 CFR Part 26 and the State DOT's U.S. DOT-approved DBE program are inco�porated by reference. b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract The contractor shall carry out applicable requirernents of 49 CFR Part 26 In the award and administration of DOT-assisted contracts. Failure by ihe contractor to carry out these requirements is a material breach of this contract, which may result in tha term(nation of this contract or such other ramedy as the contracting agency deems appropriate. 11. Records and Reports: The contractor sha11 keep such records as necessary to document compliance with ihe EEO �equ(rements. Such records shall be retained for a period of three years following ihe date of the final payment to the contractor for all contract work and shall be evailabie et reasonable times end places for fnspection by authorized representatives of the contracting agency end the FHWA. a. The records kept by the contraclor shall document the following; (1) The numbar and work hours of minority and non- minority group members and women employad in each worlc classification on the project; (2) 7he progress and effo�ts being made in cooperation with unions, when applicabie, to Increase employment opportunit(es for minorities and women; and (3) The progress end efforts befng made In locating, hiring, training, qualifying, end upgrading minorities and women; b. The contractors and subcontraclors wi�l submit an ennual report to the contracting agency each July for the duration of the proJect, indicating the number of minority, women, and non-minority group empioyees currently engaged in each work classification required by the contract work. Thls informatlon Is to be repo�ted on Form FHWA-1391. The staffing data shouid represent the project work torce on boarci in ali or any part of the last payroll period preceding 1he end of July. ff on-the-Job tralntng Is being required by special provision, the contractor will be required to collect and report tralning data, The employment data should reflect Ihe work force on board during all or any part of lhe last payroll period preceding the end of July. III. NONSEGREGATED FACILITIES This provision is applicable to all Federal-aid construction contrads and to all related constructian subcontracts of $10,000 or more. 7he conlractor must ensure that facilities provided tor empioyees are provided In such a manner lhat segregation on the basis of race, color, religion, sex, or national origfn cannot result. 7he contrector mey neither require such segregated use by written or oral policfes nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that (ts employees are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. The term "facilities" (ndudes wait(ng rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms, and other storage or dressing areas, pa�lcing lots, drinking founta(ns, recreation orentertainment ereas, transportation, and housing provided tor employees. The contractor shall provide separate or single-user restrooms and necessary dressing or sleeping areas to assure privacy belween sexes. IV. DAVIS•BACON AND RELATED ACT PROVISIONS Thls section Is applicable to all Federal-afd construct(on proJects exceeding �2,000 and to all related subcontracts and lower-tier subcontracts (regardless of subcontract s(ze). The requirements apply to all projects located wlthln the right-o(- way ot e roadway that is functionally classified as Federal-a(d hlghway. This excludes roadways funetionally classf�ied as local roads or rural minor coilectors, whfch are exempt. Contracting agencies may elect to apply these requiremants to other projects. The following provisions ere from the U.S. Department of Labor regulations In 29 CFR 5.5 "Contract provisions and related matters" with minor revislons lo conform to the FHWA- 1273 format and FHWA program requirements. 1. Mln(mum wages a. All laborers and mechan(cs employed or workfng upon the slte of the work, wiil be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such. payroll deductions as are permitted by regulations issued by the Secretary of Lebor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equlvalents thereo� due at time of payment computed at rates not (ess than those conlained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of eny contractual relationship which may be alleged to exist between the contractor end such laborers and mechanics. Contributions made or casts reasonably aniiclpated for bona fide fringe benefits under section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanlcs are considered wages pald to such laborers or mechanics, subject to ths provlsions of paragraph 1,d. of this section; also, regular contributions made or costs incurred for more than a weefcly period (but not less often than quarterly) under plans, funds, or prograrns which cover the particular weekly period, are deerned to be constructively made or incurred during such weekly period. Such laborers and mechan(cs shall be paid the appropriate wage rate and fringe benefils on tha wage determination for the classification of work adually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at lhe rate specified (or each classification ior the Iime actually worked therein: Provided, That the employer's payroll records eccurately set forth the time spent fn each classification in which work is performed. The wage detennination (including any edditional classifcation end wage rates conformed under paragraph 1.b, of this sedion) and the Davls-Bacon poster (WH-1321) shall be posted at all t(mes by the contractor and its subcontractors at the slte ot the work in a prominent end accassible place where it can be easily seen by the workers. b,(1) Tha contracting officer shall require that any class of laborers or mechanics, Including helpers, wh(ch is not listed In the wac�e determinatlon end which Is to be employed under the contract shall be classiHed In contormance with the wage determination. 7he contracting officer shall approve en additional classification end wage rate and (ringe benefits therefore only when the foliowing criteria have been met: (i) The work to be performed by the classification requested is not performed by a classificaUon fn the wage determination; and (ii) The classification is utilized in the area by the construction industry; and (iii) The proposed wage rate, fncluding any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained In the wage determination. (2) If the contractor and the laborers and mechanics to be employed In the classiflcation (if known), or thefr representatives, and the contracting o�cer egree on the classificatlon and wage rate (including the amount designated 1or fringe benefits where appropriate), a repo�t of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Lebor, Washington, DC 20210. The Administrator, or an authorized representative, wfli approve, modify, or disapprove every additional classification actlon within 30 days of receipt and so advlse the contracting o�cer or wili notify the contracting o�cerwithfn the 30-day period that additional time is necessary. (3) In the event the contractor, the laborers or mechanlcs to be employed in the classification or thefr representatives, and the contracting o�cer do not agrse on the proposed class�cation end wage rate (including the amount desfgnated for fringe benefits, where appropriate), the contracting officer shall reter the questlons, including the vlews of ali interested parties and the recommendatlon of the contracting o�cer, to the Wage and Hour Adminlstrator for detem�ination. The Wage and Hour Adminlstrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting oFficer or will notify the contracting officer within the 30-day period that additlonal time is necessary. (4) The wage rate (inciuding fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or 1.b.(3) of this section, shall be paid to all workers pertorming woric In the classification under this contract irom the first day on which work is performed in the classification. c. Whenever the minimum wage rate prescribed in ihe contract for a class of faborers or mechanics Includes a fringe benefit which is not expressed as an houriy rate, the contracto� shall either pay the benefit as stated In the wage determinat(on or shall pay another bona fide fringe benafit or an houriy cash equivalent thereof. d. If the contractor does not make payments to a trustee or ofher third person, the contractor may consider as pa�t of ihe wages of any laborer or mechanic the amount of any costs reasonabiy anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of labor has found, upon the written request of the contractor, that the applicabie standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in e separate account assets for the meeting of obligations under the pian or program. 2. Withholding The contracting agency shall upon its own actfon or upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contraclor, or any other federally- essisted contrect subject to pavfs-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be cons(dered necessary to pay laborers and mechanics, including epprentices, trainees, and heipers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In Ihe evenk of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolls and basic records a, Payroils and basic records relating thereto shall be maintained by the contraclor during the cou�se of the work and preserved for a period of three years thereafter for all laborers and mechanics woricing at the site of the work, Such records shall contain the name, address, and social security number of each such worlcer, his or her correct ciassificatlon, hourfy rates ot wages paid (inciuding rates ot contributions or costs anticipated for bona fide frfnge benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanlc include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis- 6acon Act, the contractor shall maintein records which show that Ihe commitment to provide such benefits is enforceab�e, that the plan or program is finandaliy responsibie, and that the plan or program hes been communicated in writing to the laborers or mechanics affected, end records which show the costs anticipated or the actual cost incurred in providing such benefits. Contrectors employing apprenlices or trafnees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. b.(1) The contractor shail submit weekly for each week in which any contract work ls perfotmed a copy of ail payrolis to the contracting egency. The payrolls submitted shail set out accurately and completely all of the information required to ba maintained under 29 CFR 5.5(a)(3)(i), except that full sodal security numbers and home addresses shall not be InGuded on weekly transmittals. Instead the payrolls shall only need ta Include an Individually Identifying number for each employee ( e.g. ; the last four digfts ot the employee's social security number). The required weekiy payroll information may be submitted in any torm desired. Optionai Form WH-347 ls available for this purpose from the Wage and Hour Dfvision Web site et http://www.dol.govlesahrrhd/formshvh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by atl subcontractors. Contractors and subcontractors shall maintain the iull social security number and currant address of each covered worker, and shall provlde them upon request to the contractfng agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes o( an investigation or audit of compiience with prevailing wage requiremenis. It is not a violation of this seclion for a prime contractor to require e subcontraclor to provide addrasses and soclal security numbers to the prima contractor for its own records, without weekly submisslon to the contracting agency.. (2) Each payroll submitted shall be accompanled by a "Statement of Compliance," sfgned by the contractor or subcontracfor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certiry the following: (i) That the payroll for the payroll period contains the information required to be provided under §5.5 (a)(3)(ii) ot Regulations, 29 CFR part 5, the approprlate information Is being maintafned undar §5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information (s correct and complste; (ii) Tbat each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll perlod has been paid the full weekly wages eamed, without rebate, either directly or indirectiy, and that no deductions have been made either directly or Indirect(y from the full wages eamed, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the ciasslfication of woric performed, as spec'rfied in the applicable wage determinetion incorporated into the contract. (3) The weekiy submission of a properiy executed certification set forth on the reverse slde of Optional Form WH-347 shall satisfy the requlrement tor submission ot the "Statement of Compliance" required by paragraph 3,b.(2) of this section. (4) The falsfficatfon of any of the above ce�tifications may subJect the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 end section 231 of title 31 of the United States Code. c. The contractor or subeontractor shall make the records required under paragraph 3.a. of this section available for inspection, copying, or transcription by authorized representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and shall permlt such representatives to interview employees during working hours on the )ob. If the contractor or subcontractor falls to submit the required records or to make them available, the FHWA may, after written notice to the contractor, the contracting agency or the State DO7, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, fallure to submit the required records upon request or to make such records evaflable may be grounds for debarment actlon pursuant to 29 CFR 5.12. 4. ApprenUces and tralnees a. Apprentices (programs of the USDOL). Apprentices wfll be permitted to work at less than the predetermined rate for the work they per(ormed when they are employed pursuanl to and individually regisleted in a bona fide appranticeship program registered with the U.S. Department of Labor, Employment and Training Admfnistratlon, O�ice of Apprenticeship Training, Employer and Labor Services, or with e State Apprenticeship Agency recognized by the OKice, or if a person is employed in his or her first 90 days of probationary employment as en apprentice in such an apprenticeship program, who Is not individuelly registered in the program, but who has been certified by the ONce of Apprenticeship Training, Employer and Labor Servlces or a State Apprenticeshlp Agency (where epproprfate) to be eligible for probationary employment as an apprentice. The allowable ratlo of apprentices to joumeymen on the Job site in any craft class'rfication shali not be greater than the ratio permitted to the contractor as to the entire work force under the reglstered program. Any worker listed on a payroll at en apprentice wage rate, who is nok reglstered or otherwlse employed as stated above, shall be paid not less than the appilcable.wage rate on the wage determination for the classification ot work actually parformed. In addltion, any apprentfce periorming work on the Job slte In excess of the ratio permitted under the registered program shail be pald not less than the applicabie wage rate on the wage determination for the woric actuaily performed. Where a contractor is performing construction on a proJect In a locality oiher khan that in which its program is reglstared, the ratios and wage rates (expressed in percentages of the )ourneyman's hourly rate) specified in the contractor's or subcontraotor's registered program shall be observed. Every apprentice must be paid at not less than the rate specffied In the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen houriy rate specified in the applicable wage detem-iination. Apprentices shail be paid fringe benafits in eccordance with the provislons of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices m�st be paid the (ull amount of fringe benefits listed on the wage determination tor the eppiicable classification. If tha Administrator determines that a diNerent practice prevails for the applicable apprentice classffication, lringes shall be paid In accordance wilh lhat determination. in lhe event the O�ce of Apprenticeship Training, Employer and �abor Services, or a State Apprenticeship Agency recognized by the Office, wfthdraws epproval of an apprenticeshlp program, the contrector wili no longer be permitted to utillze apprenticss at less than the appiicabie predetermined rate for the work periormed untii an acceptable program is approved. b. Trainees (programs ot the USDOL), Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the worlc perforrned unless they ere employed pursuant to and individualiy registered ln a program whlch has received prior approval, evidenced by formal ce�tification by the U,S. Department of Labor, Employment and Training Admin(stration. The ratio of trainees to journeymen on the job site shall not be greater than parmitted under the plan approved by the Employment and Training Administration. Every trafnae must be paid at not less Ihan the rata specified in the epproved program for the tralnee's level of progress, expressed as e percentage of the journeyman hourly rate spec�ied in the appliceble wage determination. Trainees shall be pald (ringe benefits in eccordance with the provislons ot the tralnee program. If the trainee program does not mention iringe beneCts, traineas shall 6e paid the tull amount of finge benefits Ilsted on the waga detarmination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program essociated with tha corresponding journeyman wage rate on the wage determinatlon which provides for less than full fringe benefits ior apprentices, Any employee listed on the payroll at a trainee rate who is not registered end participaling in a training plan approved by the Employment and Training Adminlstratlon shall be paid not less than the appiicable wage rate on the wage determinatfon for the ciassification oi work actually performed. In addition, any trainee performing woric on the Job slte In excess of the ratio permiNed under the registered program shall be paid not less than the applicable wage rate on the wage determinationfor the woTlc actually performed. In the event the Employment and 7raining Administratlon withdraws approval of a tralning program, the contractor wlll no longer be permitted to ut(Ifze tralnees at less than the applicable predetermined rate (or the work perfotmed until an acceptable program is epproved. c. Equal employment opportunity. The utilization of apprentices, trainees and Joumeymen under thfs part shall be In conformity with the equal employment opportunity requlrements of Executive Order 11246, as amended, and 29 CFR part 30, d. Apprentices and Trainees (programs o(the U.S. DOT). Apprentices and trainees worfcing under apprenticeship and skill training programs which have been certified by the Secretary of Transpottation as promoting EEO in connection with Federal-aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentfces and trainees under such programs wiil be established by the particu�ar programs. The ratio of apprentices and trainees to joumeymen shall not be greater than permitted by the terms of the particular program. 5. Compilance with Copeland Act requirements. The contractor shall compiy with the requiremants of 29 CFR part 3, which are incorporated by reference In this contract. 6, Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any subcontracts end also require the subcontractors to include Form FHWA-1273 in any lower tfer subcontracts. The prime contractor shail be responsibis for the compifance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 GFR 5.5. 7. Contract tertnlnaUon: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for tennination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. Compliance with Dav{s-Bacon and Related Act requlrements. All rulings and interpretations ofthe Davis- Bacon and Related Acks contained in 29 CFR parts 1, 3, and are herein incorporated by reference in this contract. 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved In accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Dfsputes wlthin the meaning of this clause fndude disputes between the contractor (or any of fts subcontractors) and the contracting agency, tha U.S, Deparfinent of labor, or the employees or thelr representatives, 10. Certification of eligibiliry. a. 8y entering (nto this contract, the contractor cert�es that neither it (nor he or she) nor eny person or firm who has an Interest in the contractor's firm is a person or firm Ineligible to be awarded Government contracts by v(rtua of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Governmant contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). c. The pena{ty for making false statemants is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. V. GONTRACT WORK NOURS ANb SAFETY STANDARDS ACT The following clauses apply to any Federal-aid construction contract in an amount fn excess of 5100,000 and subJect to the overtime provfsions of the Contract Work Hours and Safety Standards Act. These Gauses shali be inserted in addit(on to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used In this paragraph, ihe terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work whieh may require or involve the employment of laborers or mechanics shall requ(re or permit any such laborer or mechanlc in any workweek In which he or she Is employed on such work to work in excess of forty hours fn such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for ali hours worked in excess of forry hours in such woricweek. 2. Violatlon; liability tor unpaid wages; Ilquidated damages. In the event of any violation of the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor responsibie therefor shali be liable for the unpa(d wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case oi work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each (ndividual laborer or mechanic, fncluding watchmen and guards, employed In violation ot ihe clause set forth in paragraph (1.) of this section, in the surn of �10 for each calendar day on which such individual was required or permitted to work ln excess of tha standard workweek of foriy hours without payment of the overtime wages requlred by the clause aet forth in paragraph (1.) of this section. 3. Wtthholding for unpaid wages and liquldated damages. The FHWA or ihe contacting agency shali upon its own action or upon written request of an authorized representative of the Qepartment of Labor withhold or cause to be withheld, trom any moneys payable on account of work performed by the contractor or subcontraclor under any such contract or any other Federal confrad with the same pr(me contractor, or any other federalty-assisted contract subJect to the Contract Wor1c Hours and Safety Standards Act, whlch Is held by the same prime contractor, such sums as may be determined to be necessary to satisty any Ilabllitles ot such contrector or subcontractorior unpaid wages and liquidated damagas as provided in the clause set forth (n paragraph (2.) of th(s seciion. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth fn paragraph (1.) through (4.) of this section and also a cfause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsibia for complfance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1.) through (4.) of this seciion. VI, SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to ali Federal-aid construction contracts on the National Highway System, 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract prfce, excluding any specialty items designated by the contracting agency, Specialty items may be periormed by subcontrad and the amount ot any such speciatty ftems performed may be deducted from the total orfginal contract prlce before computing the amount of work requirad to be performed by the contractor's own organization (23 CFR 635.116). a. The term "perform work with its own organization" refers to workers employed or leased by the prime contractor, and equipment owned or rented by the prime confractor, with or without operators. Such term does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs ot hiring leased employees 6om an employee leasing tirm meeting all relevant Federal and State regulatory requirements. Leased employees may only be Included In this term if the prime contracfor meets all of the following conditfons; (1) the prime contractor maintalns control over the supervision of ihe day-to-day activities of the �eased employees; (2) the prlme contractor remains responsibie for the quailty of the woric of the leased employees; (3) the prime contractor retains aii power io accept or exclude individual employees from woric on the project; and (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolis, statements of compliance and all other Federal regulatory requirements. b. "Specialty Items" shall be construad to be limited to work that requires highly specialized knowledge, ebilities, or equipment not ordinarily available In the type of contracting organ(zations qualified and expected to bfd or propose on the contract as a whole and In genaral are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forih in paragraph (1) ot Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provlsions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the tiRn, has full authority to direct pe�formance of the work in accordance with the contract requlrements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of ks own organizational resources (supervision, management, and engineering serv(ces) as the contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting oHicer, or authorized representative, and such consent when given shall not be construed to relieve ihe contractor of any responsibility for ihe fulflllment of the contract. Written consent wiil be given only after the contracting agency has assured ihat each subcontract Is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contracl. 5, The 30% sel(-performance requlrement of peregraph (1) is not applicable to design-build contracts; however, contracting agencies may establish their own self-performance requirements. VII. SAFETY: ACCIDEN7 PREVENTION T h i s p r o v i s I o n I s applicable to al{ Federal-ald consiruction contracts and to all related subcontracts. 1. In the performance of this contract the cantractor shall comply with ali applicable Federal, State, and local laws goveming safety, health, and sanitation (23 CFR 635). The contractor shall prov(da all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the contracting o�cer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property fn connection with the perCormance oi the woric covered by the contract. 2. it ls a condition of this contract, and shall be made a condition ot each subcontract, which the contractor enters into pursuant to thfs contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanftary, hazardous or dangerous to his/her healkh or safety, as determined u�der construcUon safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, In accordance with Sectlon 107 of the Contract Work Hours and Satety Standards Act (40 U.S.C. 3704). 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall hava right of entry to any sfte of contract periormance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Sectlon 107 of the Contract Work Hours and Sa(ety Standards Act (40 U.5.C.3704). VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS T h i s p r o v I s I o n I s applicable to all Federal-aid constructfon contracts and to all related subcontracts, in order to assure hlgh quality and durable construction in conformity wlth approved pians and specifications and a high degree of reliabllfty on &tatements and representations made by eng(neers, contractors, suppllers, and worfcers on Federal- aid highway proJects, it Is essential that all persons concerned with the project perform their functlons as carefully, thoroughly, and honestiy as possible. Willful falslfication, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness o► these and simllar acts, Form FHWA-1022 shall be posted on each Federal-ald highway project (23 CFR 635) in one or more places where it Is readily available to all persons concerned with the projecl: 18 U.S.C. 1020 reads as follows: 'Whoever, being an o�cer, ageni, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, faise representation, or false report es to the character, qualiry, quantity, or cost of the material used or to be used, or the quaniity or quality of lhe work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or ralated proJect submitted for approval to the Secretary of Transportation; or Whoever knowingly makes eny false statement, false representation, false report or false clairn with respect to the character, quality, quantity, or wst o( any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related proJect approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material tact in any statement, certificate, or report submitted pursuant to provisions of the Federal-aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be flned under thls title or imprisoned not more than 5 years or both." IX. IMPLEMEN7A7tON OF CLEAN AIR AC7 AND FEDERAL WATER POLLUTION CONTROL ACT This provisfon � � � �� — ' ' � ' contracts and to all related subcontracts. By submission of this bid/proposal or the execution of this contract, or subcontract, as appropriate, the bidder, proposer, Federal-aid constructlon contractor, or subcontractor, as approprfate, will be deemed to have stipulated as follows: 1. That any person who is or wiil be utilized in the performance of this contract Is not prohlbitad from receiving an award due to a vlolation of Section 508 ot the Clean Water Act or Sedion 306 of the Clean Air Act. 2. That the contractor agrees to include or cause to be included the requfremenis of paragraph (1) of this Section X in every subcontracl, and furlher agrees to take such action as the contracting agency may dfrect as a means of enforcing such requirements. X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILIN AND V�LUNTARY EXCLUSION This provlsion Is applicabJe to all Federal-2(d constructlon contracts, design-bulld contracts, subcontracts, lower-tler subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more — as defned in 2 CFR Parts 180 and 1200. 1. Instructlons for Certiflcation — First Tier Participants a. By signing end submilting this proposal, ihe prospective first tier parlicipant is providing the certificalion set out below. b. The inability of a person to provide the certification set out below will not necessarily result in dehial of participation in this covered transaction. The prospective first tier participant shall submil en explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certKicat(on fn this clause is a material representation of fact upon whlch reliance was placed when the contracting agency determined to enter Into this transaction. If ft Is later determined that the prospective participant knowfngly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the coniracting agency may terminate this transaction for cause of default. d. The prospective first tier particlpant shall provlde immediate written notice to the contracting agency to whom this proposal Is submitted if any time the prospective first tier parlicipant leams that its certification was erroneous when submittad or has become erroneous by reason of changad circumstances. e, The terms "covered transactlon," "debarred," "suspended," "ineligible," "particlpant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). "Lower Tiar Covered "' _.._. ...::.....: ..:..... .. o��y eovered transactlon under a First Tier Covered Transaction (such as subcontracts). "First Tier ParticipanY' refers to the participant who has entered Into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Partfclpant" refers any pa�ticipant who has entered into a covered transaction wfth a Flrst Tier Participant or other l.ower Tier Partfcipants (such as subcontractors and suppliers). f. The prospective first tfer particlpant agrees by submitting this proposal that, should the proposed covered transactlon be entared into, It shall not know(ngly enter into any lower tier covered transaciion with a person who (s debarred, suspended, declared Ineligible, or voluntarily excluded from participation in this covered transactlon, unless authorized by the department or agency entering inio this transaction. g. The prospectfve first t(er particlpant further agrees by subm(tting this proposal that It will InGude the clause titled "Certificatlon Regarding Debarment, Suspension, Ineliglbllity and Voluntary Exclusion-Lower Tier Covered 7ransactions," provided by the department or contracting agency, entering Into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tfer covered iransactfons exceeding the $25,000 threshold. h. A pariicipant In e covered transactlon may rely upon a ceriification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, Ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certificatlon fs erroneous. A participant Is responsibla for ensuring that its pr(ncipals are not suspended, debarred, or olherwise Ineligible to pa�ticipate in covered transactions. To verify the eligibllity of Rs princlpais, as well as the eliglbility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties Lfst System website (https;/hvww.eols.qov/l, which is complled by the General Services Administration. i. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and (nformation of the prospective participant is not required to exceed that which is normaily possessed by a prudent person in the ordinary course oF business dealings. j. Except for transactions authorized under paragraph (� of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligib�e, or voluntarily excluded from pariicipation In this transaction, in addition to other remedies available to ihe Federal Government, the department or agency may terminate this transaction for cause or default. � 2. CertificaUon Regarding Debarment, Suspension, Ineligibflity and Voluntary Excluslon — First Tier Participants: a. The prospective (irst tier particlpant certiffes to the best of its knowledge end belief, that It and its principals: (1) Are not presentiy debarred, suspended, proposed for debarment, declared Ineliglble, or voluntarily excluded irom participating in covered transactions by any Federal department or agency; (2) Have not wfthin a three-year period preceding lhis proposal been convicted of or had a c(vil judgment rendered agalnst them for commission ot fraud or a criminal offense In connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violatfon of Federal or State antftrust statutes or commisslon of embeulement, theR, forgery, bribery, falsification or destruction of records, making false statements, or race(ving stolen property; (3) Are not presently indicted for or otherwise crim(nally or civilly charged by a governmental entity (Federal, State or local) with commisslon of any of ihe offenses enumerated In paragraph (a)(2) of this cert(flcation; and (4) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. b. Where the prospective partioipant is unable to certify to any of the statements In this certlfication, such prospectfve participant shall attach an e�lanatlon to this proposal. 2. instructlons for Certiflcation - Lower 71er Participants: (Applicable to all subcontracts, purcltase orders and other lower tier transactlons requfring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200) a. By signing and submitting thls proposal, the prospective lower tier is providing the ceriification set out below. b. The ceriifcation in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous cert�cation, in addition to other remedies avallable to the Federal Govemment, the department, or agency with which this transaclion originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time khe prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligibie," "participant," "person," "princfpal," and "voluntarily excluded," as used �n this clause, are defined in 2 CFR Parts 180 and 1200. You may contact the parson to which thls proposal is submitted for essistance In obtalning a copy o( those regulations. "First Tier Covered Transactions" reFers to any covered transaction between a grantee or subgrantee of Federai funds and a participant (such as the prfine or general contract). "lower Tier Covered Transactions" re(ers to any covered transaction under e First Tfer Covared Transaction (such as subcontracts), "Ffrst T(er Participant" refers to the participant who has entered Into a covered transaction wlth a grantee or subgrantee ot Federai funds (such as the prime or general contractor). "Lower Tier Participant" refers any pariicipant who has entered into a covered transaction with a First Tier Participant or other Lower 7ier Particfpants (such as subcontractors and suppliers). e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction ba entered into, it shall not knowingly enter into any lowar tier covered transaction with a person who (s debarred, suspended, declared inelig(bie, or voluntarily excluded (rom participation fn this covered transaction, unless authorized by the department or agency wlth which this iransaction orlginated. t. The prospective lower tier participant further agrees by submitting th(s proposal that it will include thls clause titled "Certification Regarding bebarment, Suspension, Ineligibfllty and Voluntary Exclusion-Lower Tier Covered 7ransaction," without modiflcation, In ail lower tier covered transactfons and In all soliGtations for lower tier covered transactlons exceeding the $25,000 threshold. g. A particlpant In a covered transaction may rely upon a certitication of e prospective participant in a lower tier covered transactlon that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certificat(on Is erroneous, A parlicipant Is responslbie for ensuring that its princlpals are not suspended, debarred, or otharwise Ineiiglble to parUcipate In covered transactions. To verify the eligibfiity o( fts principals, es wel� as lhe eligibilfty of any lower tier prospectiva particlpants, each partlefpant may, but is not required to, check the Excluded Parties L(st 5ystem website_(httns:/lwwva.epls.qov/), which is complled by the General Services Administration. h. Nothing contalned in the foregoing shal! be construed to requlre estabifshment of a system of records In order to render in good tafth the certification required by this clause. The know►edge and Information of participant is not required to exceed that wh(ch is notmally possessed by a prudent person In the ordinary course of business dealings. i, Except for transactions authorized under paragraph e of these instructions, if a participant In a covered trensaction knowingiy enters into a lower tier covered transaction with a person who is suspended, debarred, Ineligible, or voluntarily exciuded from participation in th(s transaction, in addition to other remedies avallabfe to the Federal Government, the 10 department or agency with which this transaction originated may pursue evailable remedies, including suspension end/or debarment. ...., CertlflcaUon Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion—LowerTier Participants: 1. 7he prospect(ve lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating (n covered transactions by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any ot the statements in lhis certification, such prospective participant shail attach an explanation to this proposal. ..... XI. CERTIFICA710N REGARDING U5E OF Cf7NTRACT FUNDS FOR LOSBYING This provision is applicable to all Federai-aid construction contracts and to ail related subcontracts which exceed $100,000 (49 CFR 20). 1. The prospective particlpant certifies, by signing and submftting this bid or proposal, to the best of his or her knowledge and balief, that: a. No Federal appropriated funds have been paid or wiil be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, e Member of Congress, an officer or employee of Congress, or an empioyee of a Membar of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or mod�cation of eny Faderal contract, grant, loan, or cooperat(ve agreement. b. If any funds other than Federal appropriated funds have been pald or will be paid to any person for influencing or attempting to Influence an officer or employee of any Federal agency, a Member of Congress, an o�cer or employee of Congress, or an employee of a Member of Congress in connectlon with this Federai contract, grant, loan, or cooperative agreement, the unders(gned shall complete and submlt 5tandard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its Instructions. 2. This certi�ication is a materiai representation of fact upon which reliance was placed when this transaction was made or entered Into. Submission of thls certification is a prerequisfte for making or entering fnto this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subJect to a civil penalty of not less than $10,000 and not more than $100,Q00 for each such failure. 3. The prospective participant also agrees by submitting its bid or proposal that the particlpant shali requfre that the language oi this certification be Included in ail lower tier ' subcontracts, which exceed $100,000 and that all such recipients shail certify and disclose accordingly. 11 ATTACHMENT A- EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACNIAN LOCAL ACCESS ROAD CONTRACTS This provision is applicable to el� Federai-aid proJects funded under the Appalachian Regional Development Act of 1965. 1. During the performance of ihis contract, the contractor undertaking to do work which is, or reasonably may be, done as on-site woric, shall give pre(erence to qualified persons who regulariy reside in the labor area as designated by the DOL wherein the contract work Is situated, or the subregion, or the Appalachian counties otthe State wherein the contract work is situated, extept: a. To the e�ent that qualified persons regularly residing in the area are not available. b. For the reasonabla needs ot the contractor to employ supervlsory or specially experienced personnel necessary to assure an efficient execution of the contract work, a For the obligation of tha contractor to oHer employment to present or former employees as the result of a lawful colleCtive bargalning contract, provided ihat the num6er of nonresldent persons employed under this subparagraph (1c) shall not exceed 20 percent ot ihe total number of employees employed by the contractor on the contract work, except as provlded In subparagraph (4) below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classitications of the laborers, mechanics and other employees requ(red to perform the contract work, (b) the number of empioyees required in each classification, (c) the date on which the participant estimates such employees wili be required, and (d) any other pertinent lnformatlon required by the State Empfoyment Service to complete the job order form. The job order may be placed with the State Employment Service in writ(ng or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modlfied, the particfpant shall promptly notify the State Employment Service. 3. 7he contractor shall give tull consideration to al{ qualified Job applicants referrad to him by the State Employment Service. 7he contractor Is not required to grant employment to any job applicants who, in his opinion, are not qualified io perform the classiflcation af work required. 4. If, within one week tollowing the placing of a job order by the contractor with the State Employment Service, the State Employment Service Is unable to refer any qualified Job appllcants to the contractor, or less than the number requested, the State Employment Servica wiil torward a cert�cate to the contractor indicatfng the unavallabllity of applicants. Such cerlificale shall be made a parl of the contractor's permanent project records. Upon receipf of this certificate, the contractor may employ persons who do not normaily resfde In the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph (1 c) above. 5. The provisions of 23 CFR 633.207(e) allow the contracting agency to provlde a contractual preferance for the use of mineral resource materials native to the Appalachian region. 6, The contractor shall include the provislons of Sections 1 through 4 of thfs Attachment A in every subcontract for work which is, or reasonably may be, done as on-site woric. 12 CCO-16 _ Form cco-ts DEBARMENT CERTIFICATION (Re�. ot��z> _ Page t of t ' �a,�',�,�,e„� ARCHITECTURAI., ENGINEERING AND SURVEYING ol TnnajJorta:VWl ("PROVIDER") CONTRACTS (1) The PROVIDER certifies to the best of its knowiedge and belief that it and its principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily exciuded from covered transactions by any federal department or agency: (b} Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense In connection with obtaining, attempting to obtain, or performing a public` transaction or contract under a pubfic transaction; violation of federai or state antitrust statutes or commfssion of embezzlement, theft, forgery, bribery, falsification or destruction of (c) (d) records, making false statements, or receiving s#olen properly; Are not presently indicted for or otherwise criminally or clvilly charged by a governmental entity* with commission of any of the offenses enumerated in paragraph (1)(b) of this certification; Have not within a three-year period preceding this application/proposal had one or more public transactions� terminated for cause or default; and (e) Mave not been disciplined or issued a formal reprimand by any State agency for professional accreditation within the past three years. Name of Provider Signature of Certifying O�cial Title of Certifying Officlal Date (2) Where the PROVIDER is unable to certify to any of the statements in this certification, such 1'ROVIDER shall attach an explanation to fhis certification. Exceptions will not necessarily result in denial of award. Providing false information may result in criminal prosecution or administrative sanctions, ` federal, state or local ru��l orpa,r„�.nr or rrvnsj,«fafia7 CCO-17 LOWER TIER PARTICIPANT DEBARMENT CERTIFICATION (ARCHITECTURAL, ENGlNEERING AND SURVEYING CONTRACTS) Form CCO-17 (Rev. 01l12) Page 1 of t This certification is to be used by providers pursuant to 49CFR29 when any of the following occur: • Any transaction between the provider and a subprovider (other than a procurement contract for goods and services), regardless of type, under a primary covered transaction; � Any procurement contract for goods or services when the estimated cost is $25,000 or more; • Any procurement contract for goods ar services between a provider and a subprovider, regardless of the amount, under which the subprovider wili have a critical influence on or substantive control over that covered transaction. Such subproviders inciude principal investigators and providers of federally required audit services, A"procurement transaction" is the process of acquiring goods and services. A"nonprocurement transaction" is the granting of financial assistance to entities to assist in meeting objectives that are mutually beneficial to the provider and subprovider. A copy of th(s certiflcation Is to be furntshed to authorized representatives of the State or the U.S. Department of 7ransportation upon request. (1) , being duly sworn or under penalty of Name of Subprovider Representative perjury under the laws of the United States, certifies that neither nor its principals are presently Name of Subprovider • debarred, suspended, proposed for debarment • deciared ineligibie � voluntarily excluded from participating in this transaction by any federal department or agency Name of Subprovider Signature of CeRifying Officlai Title of Certifying Offlcial Date (2) Where the Subprovider, , is unable to certify to any of Name of Subprovider the above statements in this certification, this prospective subprovider shall aktach a signed explanation to this certification ind(cating to whom the exception applies. Exceptions will not necessarily resuit in deniai of award but wil) be considered in determining contractor responsibility. Providing false information may resuit in criminai prosecution or administrative sanctions. LOBBYING CERTIFICATION For Grants, Contracts, Loans, and Interagency Cooperation Contracts The undersigned certifies to the best of his or her knowledge and belief, that: (1) No federal apprapriated funds have been paid or will be paid by or an behaif of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or ernployee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. (2) If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or emplaye� of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form — LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclosure accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure, Signature Title Agency Date }} ' ` NON-CO�.�,USION STATEMENT "The undersigned affirms that khey are ctuty authorized to execute this contract, that this company, corporation, firm, parknership or individual has not prepared this bid in collusion with any other bidder, and that the contents of this bid as to prices, terms or conditions of said bid have not been communicated by the undersigned nor by any employee or agent to any other person engaged in this type of business prior to the official opening of this bid." Vendor Address � Phone Faz number Bidder (Signature) Bidder (Print Name) �� PosiHon wfth Company Signature of Company Oi�cial Authoriztng Thts Bid Company Official (Printed Name) Official Position �.� Secrion 3— Local Government (LG) Contract Module 11— Construciion __ _ Com�onents d. For projects with state funds, review bid proposals, requests for proposals, and concessionaire agreaments to ensure the appropriate wage rates are included. Prison Produced Materials Genera�There are limitations on using materials produced by convict labor in a Federal-aid Highway project. Materials produced after July 1, 1991 by convict labor may only be incorporated in a Federal-aid highway construction project if ♦ Such materials have been produced by convicts who are on parole, supervised release, or probation from a prison; or ♦ Such material has bcen produced in a quali;6ed prison facility (e.g, prison industry, with the amount produced during any 12•month period) for use in Federal-aid projects, not exceeding the amount produced, for such use, during the 12-monih period ending July 1, 1987. Texas does not have a qualified prison facility meeting the requirements of the regulation. Federal R.egulatiou a. 23 CFR 635.417 — Materials produced in a prison facility or by prison labor may not be used on federa.11y funded projects for roadways functionally classified above a Rural Minor Collector. State Regulatton a. No comparablc state statute. Required Practices a. T'he LG must follow the federal statute. LG Responsibilities a. Aevelop contract language that prohibits use of prison-produced materials and include the contract langvage in bid documents. TxDOT District Responsibilities a. For projects with federal funds on roadways functionally classified above a Rural Minor Collector, review bid proposals, reyuests for proposal, and concessionaire agreements to ensure that they do not contain language allowing material produced in a prison facility, b.There is no monitoring on federelly funded projects on roadways functionally classified Rural Minor Collector or Local Road, and on aSl projects without federal funds. _ ------ -- Local Government Projec! .Procedures I1-82 7kDOT 04/Z012