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HomeMy WebLinkAboutBID - 6062 LEMAY RIGHT TURN LANE AT MULBERRY 31218CONTRACT DOCUMENTS , & SPECIFICATIONS for L ma Avenue Right Turn Lane A Mulberry Street Bid No. 66 C Ro Fort Collins PURCHASING DIVISION 25NORTH MASON STREET, z FLOOR, FOCOLLINS Bid Opening: SEPTEMBER1$2007-300(OUR CLOCK •v The Contract Documents and Construction Drawings may be examined online at: u 1. City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp 2. Mercury-LDO Reprographics: www.mercury-ldo.com Copies of the Contract Documents, complete with Construction Specifications �I and Drawings, may be viewed and purchased at: 1. Mercury LDO Reprograhics: :.., • FORT COLLINS: 422 S. Link Lane, Ft. Collins, CO 80524 ^' Ph: 970-484-1201, Fax: 970-221-0404 • ENGLEWOOD: 9632 E. Arapahoe, Englewood, CO. 80112 -- Ph: 303-790-7169, Fax: 303-792-2936 • DENVER: 860 Bryant Street, Denver, CO. 80204 —7 Ph: 303-893-8701, Fax: 303-893-0617 v • COLORADO SPRINGS:11 E Las Vegas, Colorado Springs, CO. 80903 — Ph: 719-231-8121, Fax: 719-633-5710 • LODO: 1660 Wynkoop Ste. 130, Denver, CO. 80202 -, Ph: 303-785-2520, Fax: 303-785-2522 • BOULDER: 2575 Pearl St. Unit C., Boulder, CO. 80302 -, Ph: 303-539-1350, Fax: 303-539-1356 .� 2. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado. _ u 1 u 1 W 07/2001 Section 00020 Page 2 No Text I I I SE SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City- of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1-.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: Contractor may rely upon the accuracy of the technical data contained in the aeotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: _ SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 7/96 Section 00800 Page 1 u s 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL) . 7/96 Section 00800 Page 2 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change order 00960Application for Payment 9/99 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: 6062 Lemay Right Turn Lane at Mulberry CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDER TOTAL PENDING CHANGE ORDER TOTAL THIS CHANGE ORDER TOTAL - OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Purchasing Agent over $30,000 CC: City Clerk Contractor Project File Architect Engineer Purchasing 9/99 DATE: DATE: DATE: DATE: .00 0.00 0.00 0.00 Section 00950 Page 1 Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount. 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION. $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. 9/997/96 Section 00960 Page 1 C ) [ ) 6_-1 [ -J I [. J [ ) C- 7 [ J [, I F I C - I [- -I C_ -) [- - I [,_- I C - I L-- 1 [.- , ) .°ate ?:� ?� _ � � "8°�$• sg<�t 8;ea �°+ �• APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 KOO $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 KOO $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $o.00 $0.00 KOO $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $o.00 KOO $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 KOO $0.00 $0.00 KOO $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 KOO $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 MOO $0.00 KOO $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 2 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0,00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/Q.F Sec*;on nng60 page n 1-] C__] 1 [_-1 [ *1 [-] I-] [- ] C---) 1_ J 1 1 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4OF4 On Hand This Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 4 3 Construction Document Ordering Instructions (Download a complete P1anWell 4.0 Ordering Guide from www.planwell.com) GO TO: www.mercury-ldo.com SELECT: Denver Links: "Plan Well" j PianWell' EWO J. SELECT: Public 5" Planroom: "GO" N1erCury'fLUO Colorafo i ffq PlanWell` Digital Document Management & Distribution U48'1+�2Ine fin3 Pup V SYi �'i 0C I No LoyMA ymxea Gu LE Go mar 'Gumst.A< ,. _• NM trY3l? 4. SELECT: the desired "Project Number" from the list �renroaramhes I' amp 07/2001 Section 00020 Page 3 PROJECT & STANDARD SPECIAL PROVISIONS Lemay Avenue Right Turn Lane At Mulberry Street Bid No. 6062 Prepared by: City of Fort Collins Engineering Department 281 North Collcae Avenue Fort Collins, CO 80522-0580 (970) 22 1-6605 August 2007 § a_Avenue Right Turn Lane AtMulberry Street a_. 2007 Project Special Provisions moz Project No. aQC :> d mOa_w « « . q / L,enuty Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AOC M455-070 CDOT Suhaccount No. 15153 COLORADO DEPARTMENT OF TRANSPORTATION CITY OF FORT COLINS, COLORADO LEMAY AVENUE RIGHT TURN LANE AT MULBERRY STREET PROJECT SPECIAL PROVISIONS The General Conditions of the Construction Contract and the Colorado Department of Transportation's (CDOT) 2005 Standard Specifications for Road and Bridge Construction control construction of this project. Where there are conflicts between the two. the General Conditions shall control. The following Special Provisions supplement or modify the CDOT Standard Specifications and take precedence over the Standard Specifications and plans.4 1 ten Yam Index Pa, -,es Notice to Bidders 1 Contract Goal (Combined) Commencement and Completion of Work 3 Revision of Section 100 - General Provisions 4 Revision of Section 101 - Definitions of Terms 5 Revision of Section 102 - Project Plans and Other Data 6 Revision of Section 104 - Scope of Work 7 Revision of Section 105 - Control of Work 1 I Revision of Section 106 - Control of Material 16 Revision of Section 107 - Environmental Controls 20 Revision of Section 108 - Prosecution and Progress 22 Revision of Section 202- Removal of Structures and Obstructions 25 Revision of Section 202 - Removal of Concrete Pipe 26 Revision of Section 202 - Removal of Sidewalk 27 Revision of Section 202 - Removal of Curb 28 Revision of Section 202 - Removal of Concrete Pavement 29 Revision of Section 202 - Removal of Asphalt Mat 30 Revision of Section 202 - Removal of Pavement Marking 31 Revision of Section 202 - Removal of Fence 32 Revision of Section 203 - Proof Rolling 33 Revision of Section 304 - Aggregate Base Course 34 Revision of Section 403 - Ilot Mix Asphalt 35 Revision of Section 412 - Fast Track Portland Cement Concrete Pavement 38 Revision of Section 608 - Concrete Curb Ramp 39 Revision of Section 625 - Construction Surveying 41 Revision of Section 627 - Pavement Mark-mL 43 Force Account Items 44 Traffic Control Plan -General 45 Utilities 47 CI 9 Lemay Avenue Right Turn Lane Al Mutberry Street August 2007 Project Special provisions CD07' Project No. AQC M455-070 CDOT Subaccount No. 15153 NOTICE TO BIDDERS It is recommended that bidders on this project review the work site and plan details with an authorized City representative. Prospective bidders shall contact one of the following listed authorized City representatives at least 24 hours in advance of the time they wish to go over the project. Design Project Manager: Construction Project Manager: Jin Wang, P.E. Engineering Department City of Fort Collins 281 North College Avenue Fort Collins, CO 80522-0580 Chris Parton, P.E. Engineering Department City of Fort Collins 281 North College Avenue - Fort Collins, CO 80522-0580 Phone: (970) 221-6605 Fax: (970) 221-6378 Phone: (970) 416-2719 Fax: (970) 221-6378 The above referenced individuals are the only representatives of the City with authority to provide any information, clarification, or interpretation regarding the plans, specifications, and any other contract documents or requirements. Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M45.5-I170 CDOT Subaccount No. 15153 CONTRACT GOAL (COMBINED) The Department has determined that Underutilized Disadvantaged Business Enterprises (UDBEs) will participate by contracting for a part of the work of this Contract. The contract goal for participation in this Contract by certified DBEs who have been determined to be underutilized has been established as follows: UDBE* 10 Percent The percentage will he calculated from proposals received for this project according to the following formula: L.. *-*Dollar amount of work to he contracted to underutilized DBEs (UDBEs) Percentage = 100 X Total dollar amount of the original Contract * All DBEs will be considered to be UDBEs. ** Based on DBE contract unit prices rather than prime contract unit prices. NOTE: Specific Good Faith Efforts required to meet the Contract Goal specified above are defined in the Standard Special Provisions. In addition. the Transportation Commission has determined an overall 12.69 percent annual goal for the participation of all DBEs. LI a w I Lemav Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AOC M455-070 CDOT Subaccount No. 1.51.53 COMMENCEMENT AND COMPLETION OF WORK The Contractor shall commence work under the Contract on or before the 14th day following the date of award unless such time for beginning the work is chanted by the City in the "Notice to Proceed." The Contractor shall complete all work within 45 calendar days in accordance with the "Notice to Proceed" Salient features to be shown on the Contractor's Progress Schedule are: • Mobilization • Construction Surveying (By City Forces) • Construction Traffic Control • Removals and Adjustments • Roadwav Earthwork • Erosion Control • Draina-,e System • Curb. Gutter and Sidewalk • Asphalt Pavement • Concrete Pavement • Landscaping Restoration & Sceding • Signing and Striping, (113, City Forces) • Traffic Signals Box Reset (By City Forces't • Utility Coordination and Relocations Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.03 shall include the following: The progress schedule shall consist of a Critical Path Method (CPM) schedule prepared using the Microsoft Project software and submitted in hard and electronic formats. The contractor shall be responsible for planning, scheduling, coordinating, and reporting the progress of the work to he completed by City of Fort Collins Forces. The City of Fort Collins Forces shall he considered as subcontractor for the purposes of scheduling the work. The City will comment on the contractors initial schedule submittal for coordination of the completion of their work items. I 3 Lemay Avenue Right Tarn Lane At Mulberry Street August 21N17 Project Special Provisions CDOT Prgject No. AOC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 100 GENERAL PROVISIONS Section 100 of the Standard Specifications is hereby revised for this project as follows: Subsections 102 and 103 of the Standard Specifications are hereby deleted. See Contract Documents for additional information. 4 Lemar Avenue Right Tarn I.ane At Mulberry Street Aw,ust 2007 Praject Special Provisions CDOT Project Na. AQC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 101 ., DEFINITION OE TERMS Technical Specifications related to construction materials and methods for the work embraced under this Contract shall consist of the "Colorado Department of Transportation, State of Colorado, Standard Specifications for Road and Bridge Construction" dated 2005. Certain terms utilized in the Specifications referred to in the paragraph above shall be interpreted to have different meanings within the scope of this Contract. A summary of redefinitions follows: Where reference is made in the plans and specifications to Owner, Department, Chief Engineer, Resident Engineer. Project Engineer, Engineer. Erosion Control Supervisor. and Inspection and Testing Agency it is understood to mean the City of Fort Collins, Colorado representative. 1 The sections shown on the following pages are revisions to the Technical Specifications for this project. to 1 I C F, C Lemar Avenue Right Turn Lane At Mulberry Street Project Special Provisions August 2007 CDOT Project No. AQC M455-070 CDOT Suhaccount No. 15153 REVISION OF SECTION 102 PROJECT PLANS AND OTHER DATA Section 102 of the Standard Specifications is hereby revised for this project as follows: Subsection 102.05 shall include the followinL: The followine information will be available for review at the City of Fort Collins Purchasine Division. 215 North Mason Street. 2n" Floor, Fort Collins, Colorado 80522 and may be examined omline at: I. City of Fort Collins BuySpeed: littp://secure2.fce0v.coin/hso/ioLin.isp 2. Mercury-LDO Reprographics: cvw.•.ntcrcurv-Ido.com Copies of the Contract Documents, complete with Construction Specifications and Drawing, may be viewed and purchased at the following location until the date set for opening of bids: I. Mercury LDO Reprograhics: • FORT COLLINS: 422 S. Link Lane, Ft. Collins, CO 80524 Pit: 970-484-1201.Fax: 970-221-0404 • ENGLEWOOD: 963^_ E. Arapahoe, Englewood, CO 801 12 Ph:303-790-7169,Fax:303-792-^_936 • DENVER: 860 Bryant Street. Denver, CO 80204 Ph: 303-893-8701, Fax: 303-893-0617 • COLORADO SPRINGS: I I E. Las Vegas, Colorado Spring, CO 80903 Ph: 719-231-8121_ Fax: 719-633-5710 • LODO: 1660 Wvnkoop Sic 130, Denver. CO 80202 Pit: 303-785-2520, Fax: 303-785-2522 • BOULDER: 2575 Pearl St. Unite C. Boulder, CO 80302 Ph: 303-539-1350, Fax: 303-539-1356 Builder Exchanuc, 223 S. Link Lane, Fort Collins, CO 80524 After the proposals have been opened. the low responsive, responsible bidder may obtain from the City of Fort Collins at no cost: 10 sets of plans and special provisions. Additional sets of plans and other available data may he purchased by cash or check from Mercury LDO Reprograhics at current reproduction prices. Subcontractors and suppliers may obtain plans and other data from the successful bidder. 6 Lemay Avenue Right Turn Lane At Mulberev Street August 2007 Project Special Provisions CDOT Project No. AOC M455-070 CDOT Subaccount No. 15153 -1- � REVISION OF SECTION 104 I+J SCOPE OF WORK Section 104 of the Standard Specifications is hereby revised for this project as follows: Subsection 104.02 shall include: Sitc Conditions A. General: The Contractor acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon access to the site: handling, storage, and disposal of materials; availability of water, electricity and roads, uncertainties of weather, river stages, or similar physical conditions at the site: the conformation and conditions of the ground; the equipment and facilities needed preliminary to and during the execution of the work: and all other matters which can in any way affect the work or the cost thereof under this Contract. 2. The Contractor further acknowledges that he has satisfied himself as to the character, quality and quantity of surface and subsurface materials to be encountered from his inspection of the site and from reviewing any available records of exploratory work furnished by the Owner or included in these Documents. Failure by the Contractor to acquaint himself with the physical conditions of the site and all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work. 3. The Contractor warrants that as a result of his examination and investigation of all the aforesaid data that he can perform the work in a good and workmanlike manner and to the satisfaction of the Owner. The Owner assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract, unless (I ) such representations arc expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefore is assumed by the Owner. B. information on Site Conditions: Any information obtained by the Emgincer regarding site conditions, subsurface information, groundwater elevations, existing construction of site facilities, and similar data will be available for inspection. as applicable, at the office of the Engineer upon request. Such information is offered as supplementary information only. Neither the Engineer nor the Owner assumes any responsibility for the completeness or interpretation of such supplementary information. 1. Differing Subsurface Conditions: a. In the event that the subsurface or latent physical conditions are found materially different from those indicated in these Documents. and differing materially from those ordinarily encountered and generally recognized as inherent in the character of work covered in these Contract Documents, the Contractor shall promptly, and before such conditions are disturbed. notify the Engineer in writing of such changed conditions. f 5. CLICK: "Most Current Set" to View the list of documents available for_-. the project 9 rber itn rns by d(ckin9 the cerf lcan: SGrt lhOrde f u ICem ErO wser g"�3}et1 +`, < na"ri Gvrrent j� "ei � l Path:' �' Most Curren- SeC Fa o l-!1C UU` 1+.44�.0011or S .PP ff lrEeLtVs�-il xut,t n 3F Z4 ua'Ua{a'jfiDfs npinfe aJ1• d)Y4Te. }`2D Stnp{ 04..7 *C.jnevi ion 1 # _.i. zC .ssue;et 7129'2002 Nrrhitec{ural 24.. C, LPN+ V Is ue Set ,' 002 4ch tecWr9l 24? E LBW _ 3J- R.vsion2 '10,20114 Prchite.tural 240t LEW �...I 1su set T24,2002 41m,ter,,4 24"3o Lew Pi L7= # nevi,en 1 u i'2002 k,hrertu-a� 203t LP 'A, u 6. CLICK: Sheet No. to view "f 7. CLICK: to add a specific document to your "Shopp ng Cart" 8. CLICK: titan fN+, l_Irde to place the order for printing 9. REGISTER -or- LOGIN 10. SELECT: Process -Media, Output Size and Binding options 11. ENTER: Job Number and PO information then click Next.: 12. REVIEW: Recipient information. 13. ENTER: Quantities 14. CLICK: the down arrow to populate order. 15. SELECT: Delivery options and Due time. 16. ENTER: Your phone number in the special instructions box. l u 17. CLICK: Next. 18. REVIEW order 19. CLICK: SUBMIT L Planwell contacts: Sam Ordway 970-691-2201, sordway@mercury-ldo.com David Bacon-720-220-7683, dbaconnmercury-ldo.com Bids will be received as set forth in the Bidding Documents The Work is expected to be commenced within the time as required by Section' 2.3 of General Conditions. Substantial Completion of the Work is required as _ specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a U 07/2001 Section 00020 Page 4 _ u Lernay Avenue Right Turn Cane At Mulberry Street August 2007 Project Special Provisions CDOT Project Na. AOC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 104 SCOPE OF WORK b. The Engineer will investigate such conditions promptly and following this investigation, the Contractor shall proceed with the work, unless otherwise instructed by the Engineer. If the Engineer finds that such conditions do so materially differ and cause an increase or decrease in the cost of or in the time required for performing the work. the Engineer will recommend to the Owner the amount of adjustment in cost and time he considers reasonable. The Owner will make the final decision on all Change Orders to the Contract regarding any adjustment in cost or time for completion. 2. Underground Utilities: Known utilities and structures adjacent to or encountered in the work are shown on the Drawings. The locations shown are taken from existing records and the hest information available from existing utility plans and potholing. However. it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the Contractor only, and no responsibility is assumed by either the Owner or the Ent neer for their accuracy or completeness. C. Execution: I _ Where the Contractor's operations could cause damage or inconvenience to railway, telegraph, telephone. television, oil, ,,as, electricity, water, sewer, or irrigation systems, the operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the Contractor. 2. Notify all utility offices which are affected by the construction operation at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities. 4. The Contractor shall protect all utility poles from damage. If interfering power poles, telephone poles, guy wires. or anchors are encountered, notify, the Eneineer and the appropriate utility company at least 48 hours in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. 4. The Contractor shall he solely and directly responsible to the owner and operators of such properties for any damage, injury, expense. loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries ordamage which may result from the construction operations under this Contract. 5. Neither the Owner nor its officers or agents shall be responsible to the Contractor for damages as a result of the Contractors failure to protect utilities encountered in the work. 6. if the Contractor. while performin, the Contract, discovers utility facilities not identified in the Drawings or Specifications, he shall immediately notify the Owner, utility. and the Engineer in writing. 7. In the event of interruption to domestic water, sewer. storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in the restoration of service as promptly as possible and bear all costs of repair. I. Lemay Avenue Right 'turn Lane At Mulberry Street Prgject Special Provisions --- REVISION ON SECTION 104 SCOPE, OF WORK August 2007 COOT Prgject No. AQC M455-070 CDOT Subaccoant No. 15153 8. The Contractor shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the Engineer. Interfering Structures - The Contractor shall take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground. An attempt has been made to show major structures on the Drawings. The completeness and accuracy cannot he guaranteed, and it is presented simply as a guide to avoid known possible difficulties. 10. Field Relocation - During the progress of construction, it is expected that minor relocations of the work will he necessary. Such relocations shall be made only by direction of the Engineer. if existing structures are encountered that prevent the construction, and that are not properly shown on the Drawings, notify the Engineer before continuing with the construction in order that the Engineer may make such field revision as necessary to avoid conflict with the existing structures. If the Contractor shall fail to so notify the Engineer when an existing structure is encountered, and shall proceed with the construction despite the interference, he shalt do so at his own risk. D. Easements_ Where portions of the work are located on public or private property, easements and permits will he obtained by the Owner. Easements will provide for the use of the property for construction purposes to the extent indicated on the easements. Copics of these casements and permits are available upon request to the Owner. It shall he the Contractor's responsibility to determine the adequacy of the easement obtained in every case and to abide by all requirements and provisions of the easement. The Contractor shall confine his construction operations to within the easement limits or make special arrangements with the property owners or appropriate public agency for the additional area required. Any damage to property, either inside or outside the limits of the easements provided by the Owner, shall be the responsibility of the Contractor as specified herein. The Contractor shall remove, protect, and replace all fences or other items encountered on public or private property. Before final payment will he authorized by the Engineer, the Contractor will be required to furnish the Owner with written releases from property owners or public agencies where side agreements or special casements have been made by the Contractor or where the Contractor's operations. for any reason, have not been kept within the construction ri_ht-of-way obtained by the Owner E. Land Monuments: The Contractor shall notify the Engineer of any existing Federal, State, Town, County, and private land monuments encountered. Private monuments shall be preserved, or replaced by a licensed surveyor at the Contractor's expense. When Government monuments are encountered, the Contractor shall notify the Engineer at (cast two (2) weeks in advance of the proposed construction in order that the Engineer will have ample opportunity to notify the proper authority and reference these monuments for later replacement. Subsection 104.05 shall include: Contractors Use of Premises The Contractor may use the Owner's property designated within the construction limits shown on the Plans for equipment and materials as long as he confines his operations to those permitted by local laws, ordinance and permits and meet the following requirements: W Lenny Avenue Right Turn Lane At Mulberry Street August 2007 Prgject Special Provisions CDOT Prgject No. AQC M455-070 CDOT Subaccoant No. 1.5153 -4- REVISION OF SECTION 104 SCOPE OF WORK I. Do not unreasonably encumber site with materials or equipment. 2. Assume full responsibility for protection and safekeeping of products stored on premise. 3. Move any .stored products which interfere with operations of the Owner. 4. Obtain and pay for use of additional storage or work areas needed for operations. Limits of Construction The Contractor must maintain all of his construction activities within the Owner's property and/or construction easements and limits of the project, or other stated areas, unless permits and/or written permission are obtained by the Contractor, from appropriate authorities or private property owners. outside of these areas. Contractor to fence all easements and work areas. The temporary permits must be secured and paid for by the Contractor at no extra cost to the Owner. Any temporary permits secured must be in writing and a copy of same provided to the Engineer. Security The Contractor shall at all times be responsible for the security of his facilities and equipment. The Owner will not take responsibility for missing or damaged equipment, tools. or personal helongings of the Contractor. 10 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Pro risions CDOT Project No. AOC M455-070 CDOT Subaccount .No. 151.53 -I- REVISION OF SECTION ]IF CONTROL OF WORK .R. Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.02 shall be replaced with: Submittals A. Requirements: Where required by the Specifications, the Contractor shall submit descriptive information that will enable the En,inccr to determine whether the Contractor's proposed materials. equipment, methods of work are in general conformance to the design concept and in accordance with the Drawings and Specifications. The information submitted may consist of drawings. specifications, descriptive data. certificates, samples. test results, product data, and such other information, all as specifically required in the Specifications. In some instances. specified submittal information describes some, but not all features of the material, equipment, or method of work. The Contractor shall be responsible for the accuracy and completeness of the information contained in each submittal and shall assure that the material, equipment, or method of work shall he as described in the submittal. The Contractor shall verify that all features of all products conform to the requirements of the Drawings and Specifications. The Contractor shall ensure that there is no conflict with other submittals and notify the Engineer in each case where its submittal may affect the work of another Contractor or the Owner. The Contractor shall ensure coordination of submittals among the related crafts and subcontractors. 3. Submittals will be reviewed for overall design intent and returned to Contractor with action to he indicated by the Engineer. It shall be the Contractor's responsibility to assure that previously accepted documents are destroyed when they are superseded by a resubmittal as such. 4. It shall be the Contractor's responsibility to ensure that required items are corrected and resubmitted. Any work done before approval shall he at the Contractor's own risk. B. Submittal Procedure: 1. Unless a different number is called for in the individual sections, six (6) copies of each submittal and sample are required. four (4) of which will be retained by the Engineer. The Contractor shall receive two (2) copies in return. Faxed submittals will not be accepted. 2. Submittals that are related to or affect each other shall be forwarded simultaneously as a package to facilitate coordinated review. Uncoordinated suhmittals will be rejected. 3. if the items or system proposed are acceptable but the major part of the individual drawings or documents are incomplete or require revision. the submittal will be returned with requirements for completion. 4. The right is reserved for the Engineer to require submittals in addition to those called for in individual sections. t H Lemar Avenue Ril-htTurnLane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AOC M455-1170 CDOT Suhaccount No. 1515.1 REVISION OF SECTION 105 CONTROL OF WORK Submittals regarding material and equipment shall be submitted directly to the Engineer and will be accompanied by a transmittal form. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate discrete sections for which the submittal is required. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package or arc so functionally related that expediency indicates checking or review of the group or package as a whole. 6. .A unique number, sequentially assigned, shall he noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: "XXX-Y:" where "XXX" is the originally assigned submittal number and "Y" is a sequential letter assigned for resubmittals (i.e.. A. B, or C being the first, second and third resubmittals, respectively). Submittal 2513, for example, is the second resubmittal of Submittal 25. 7. if the Contractor proposes to provide material, equipment, or method of work that deviates from the Contract Documents, it shall indicate so under "deviations" on the transmittal form accompanying the submittal copies. 8. Submittals that do not have all the information required to be submitted, including deviations, arc not acceptable and will be returned without review. C. Review Procedure: Submittals are specified for those features and characteristics of materials, equipment, and methods of operation that can be selected based on the Contractor's judgment of their conformance to the requirements of the Drawing and Specifications. Other features and characteristics are specified in a manner that enables the Contractor to determine acceptable options without submittals. The review procedure is based on the Contractor's guarantee that all features and characteristics not requiring auhmittmis conform to the Drawings and Specifications. Review shall not extend to means, methods, techniques, sequences, or procedures of construction or to verifying quantities, dimensions. weights or ,ages, or fabrication processes (except where specifically indicated or required by the Specifications) of separate items, and as such, will not indicate approval of the assembly in which the item functions. ?. Unless otherwise specified, within twenty-one (21) calendar days after receipt of the submittal, the Engineer will review the submittal and return copies. The returned submittal will indicate one of the following actions: a. If the review indicates that the material, equipment, or work method complies with the Specifications, submittal copies will he marked "NO EXCEPTIONS TAKEN". In this event, the Contractor may begin to implement the work method or incorporate the material or equipment covered by the submittal. h. If the review indicates limited corrections are required, copies will he marked "REVIEWED, COMMENTS AS NOTED". The Contractor may begin implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in Operation and Maintenance data, a corrected copy shall be provided. 12 Lentoy Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Prqject No. AQC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 105 CONTROL OF WORK c. If the review indicates that the submittal is insufficient or contains incorrect data, copies will be marked "REVISE AND RESUBMIT". Except at its own risk, the Contractor shall not undertake In work covered by this submittal until it has been revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN" or `REVIEWED, COMMENTS AS NOTED". I I d. If the review indicates that the material, equipment. or work method do not comply with the Specifications. copies of the submittal will be marked "REJECTED". Submittals with deviations that have not been identified clearly may be rejected. Except at its own risk, the Contractor shall not undertake the work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "REVIEWED. COMMENTS AS NOTED". D. Drawing: 1. The term "shop drawings" includes drawings, diagrams, layouts, schematic, descriptive literature, illustrations schedules performance and test data, and similar materials furnished by Contractor to explain in detail specific portions of the work required by the Contract. 2. Contractor shall coordinate all such drawings, and review them for legihility, accuracy, completeness and compliance with contract requirements and shall indicate this approval thereon as evidence of such coordination and review. Shop drawing submitted to the Engineer without evidence of Contractor's approval will he returned for resubmission. 3. Shop drawing shall be clearly identified with the name and project number of this contract, and references to applicable specification paragraphs and contract drawings. When catalog pages are submitted, applicable items shall be clearly identified. 4. Contractor shall stamp his approval on shop drawings prior to submission to the Engineer as indication of his checking and verification of dimensions and coordination with interrelated items. Stamp shall read: "(Contractor's Name) represents that we have determined and verified all field dimensions and measurements, field construction criteria, materials, catalog numbers and similar data, and that we have checked with the requirements of the Specifications and Drawings, the Contract Documents, and General Conditions". Marks on drawings by Contractor shall not be in red. Any marks by Contractor shall be duplicated on all copies submitted. 5. if shop drawings show variations from contract requirements, Contractor shall describe such variations in writing, separate from the drawings, at time of submission. All such variations must he approved by the Engineer. If Engineer approves any such variations, he shall issue an appropriate contract modification, except that, if the variation is minor and does not involve a change in price or in time of performance, a modification need not he issued. 6. Should the Contractor propose any item on his shop drawings or incorporate an item into the work, and that item should subsequently prove to be defective or otherwise unsatisfactory. (regardless A the Engineer's preliminary review), the Contractor shall, at his own expense, replace the item with another item that will perform satisfactorily. ,I 13 Lemay Avenue Right Turn Lane At Mulberry Street Au; ust 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 151.53 -¢- REVISION OF SECTION 105 CONTROL OF WORK E. Certificates: For those items called for in individual sections, furnish six (6) certificates of compliance from manufacturers or suppliers certifying that materials or equipment being furnished under the Contract comply with the requirements of these Specifications. F. Samples: Samples shall be sufficient in size to clearly illustrate functional characteristics and full range of color texture, and pattern. G. Effect of Review of Contractor's Submittals: Review of drawings, data, methods of work. or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the contractor of its responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the Emginecr or the Owner, or by any officer or employee thereof, and the Contractor shall have no claim under the Contract on account of the failure or partial failure, of the method of work, material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN' or "REVIEWED, COMMENTS AS NOTED" shall mean that the Owner has no objection to the Contractor upon its own responsibility, using the plan or method of work proposed. or providing the materials or equipment proposed. Subsection 105.08 shall he revised as follows: Delete the second paragraph and replace with the following: In case of discrepancy the order of precedence is as follows: (a) General Conditions of the Construction Contract (b) Special Provisions I. Project Special Specifications 2, Standard Special Provisions (c) Plans I . Detailed Plans 2. Standard Plans Calculated dimensions will govern over scaled dimensions. (d) Supplemental Specifications (c) Standard Specifications Subsection 105.09 shall include: Coordination with Property Owners and Tenants The City of Fort Collins is committed to maintaining a positive working relationship with the businesses and residents in the project area. Every effort will be made to maintain pedestrian and bicycle flow and to accommodate special events and holidays for businesses. pedestrians, parking, and vehicle traffic. The Contractor 14 LA A Lemav Avenue Right Turn Lane At Mulberry Street Project Special Provisions -5- REV1SION OF SECTION 105 CONTROL OF WORK August 2007 CDOT Project No. AQC M455-070 CDOT Subaccount No. 151.53 shall be responsible to coordinate all work activities with private property owners and tenants along the project corridor. Access shall be maintained at all times. The Contractor shall be responsible for communicating - accurate scheduling information to the project team to assure proper notification of businesses and residents. In particular, any proposed disruption or closure to an existing access must be communicated to the property Owners and tenants with as much notice as possible. The minimum notice that will be allowed for any proposed access change is 48 hours. The Contractor shall ensure that adequate alternate access is in place for vehicles and pedestrians and any property -specific access needs arc addressed prior to any change in existing access. The Contractor shall identify his method of maintaining these accesses on the Construction Traffic Control plans (.see Traffic Control — General). Coordination with Traffic Engineer The Contractor shall coordinate with the Owner's Traffic Engineer for all traffic control activities. This shall include, but not be limited to, installation and timing of temporary traffic detours, and closure of any partial intersection movements, Zane reductions, removal and installation of all traffic signal equipment. removal and installation of all signing and striping. The Contractor is responsible for removal of striping required for traffic control phasing. Subsection 105.12 shall include: Surveying Coordination A. The Owner will provide construction surveying for the project. City Survey Crews willperfonn the surveying required. B. The Contractor must submit a survey request form to the City Surveyors a minimum of 48 hours prior to needing surveying. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to he relocated. The Contractor will be responsible for the cost of restaking construction stakes and for the cost of re-establishim,, a destroyed monument. F. The Contractor shall be responsible for transferring the information from the construction staked to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. 15 0 Lemay Avenue Right Turn Lane At Mulberry Street Augus12007 Project Special Provisions CDOT Project Na. AQC M455-070 CDOT Subaccount No. 15153 -I- REVISION OF SECTION 106 CONTROL OF MATERIAL Section 106 of the Standard Specifications is hereby revised for this project as follows: Subsection 106.01 shall include: Substitutions and Product Options A. Description: l . This section describes the procedure required by the Contractor for product substitutions. 2. Requests for Substitution: a. Base all bids on materials, equipment and procedures specified. h. Certain types of equipment and kinds of material are described in specifications by means of trade names and catalog numbers, and/or manufacturer's names. Where this occurs, it is not intended to exclude from consideration such types of equipment and kinds of material bearing other trade names catalog numbers and/or manufacturer's names, capable of accomplishing purpose of types of equipment or kinds of material specifically indicated. c. Other types of equipment and kinds of material may he acceptable to the Owner and Engineer d. Types of equipment, kinds of material and methods of construction, if not specifically indicated must he approved in writing by Engineer and the Owner. 3. Submission of Requests for Substitution: a. After Notice to Proceed. the Owner / Engineer will consider written requests for substitutions of products, materials, systems or other items. h. The Engineer reserves the right to require substitute items to comply color and pattern -wise with base specified items, if necessary to secure "design intent". c. Submit six (6) copies of request for substitution. Include in request I) Complete data substantiating compliance of proposed substitute with Contract Documents. 2) For products: i. Product identification. including manufacturer's name. ii. Manufacturer's literature. marked to indicate specific model, type, size, and options to be considered: Product description: performance and test data: reference standards: difference in power demand: dimensional differences for specified unit. iii. Name and address of similar projects on which product were used, date of installation, and field performance data. 10 Lemav Avenue Right Tarn Lane At Mulberry Street August 2007 Project Special provisions CDOT Project No. AQC M455-070 CDOT Subaccouru No. 15153 pp� REVISION OF SECTION 106 1?d CONTROL OF MATERIAL 3) For construction methods: Detailed description of proposed method. ii. Drawings illustrating methods. 4) Itemized comparison of proposed substitution with product or method specified. 5) Data relating to changes in construction schedule. 6) Relation to separate contracts. 7) Accurate cost data on proposed substitution in comparison with product or method specified. d. In makin.o request for substitution, or in using an approved substitute item, Supplier / Manufacturer represents: I) Fie has personally investigated proposed product or method, and has determined that it is equal or superior in all respects to that specified and that it will perform function for which it is intended. 2) fie will provide same guarantee for substitute item as for product or method specified. 3) 1Ic will coordinate installation of accepted substitution into work, to include building modifications if necessary. making such changes as may be required for work to be complete in all aspects_ 4) Fie waives all claims for additional costs related to substitution which subsequently become apparent. 4. Substitutions: Request sufficiently in advance to avoid delay in construction. 5. Contractor's Option: a. For products specified only by reference standards, select any product meeting standards by any manufacturer, indicate selected type in submission. b. For products specified by naming several products or manufacturers, select any product and manufacturer named, indicate selected type in submission. c. For products specified by naming one or more products, but indicating option of selecting equivalent products by stating `or equivalent" after specified product, Contractor must submit request, as required for suhstitution, for any product not specifically named. 6. Rejection of Substitution or Optional Item: Substitutions and/or options will not be considered if They are indicated or implied on shop drawings, or project data submittals, without formal request submitted in accordance with this section. 17 5 M Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the city of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins M James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director 07/2001 Section 00020 Page 5 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 106 CONTROL OF MATERIAL Subsection 106.03 shall include: Materials Testing A. Provide such equipment and facilities as are required for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required. have been made and the materials or equipment found to be acceptable. Any product which becomes unfit for use after approval thereof shall not he incorporated into the work. B. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided. sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testine Materials (ASTM), and the American Association of Highway and Transportation Officials (AASHTO). C. Where additional or specific information concerning testing methods, sample sires, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on, these test procedures which may he included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. D. Owners Responsibilities 1. The Owner shall be responsible for and shall pay all costs in connection with the following testing_ a. Soils compaction tests. b. Trench backfilt. c. Pipe and structural bedding. d. Tests not called for by the Specifications of materials delivered to the site. e. Concrete tests. f. Pavement tests E. Contractors Responsibilities 1. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: a. Concrete materials and mix designs. h. Design of asphalt mixtures. c. All performance and field-testing specifically called for by the Specifications. d. All retesting for work or materials found defective or unsatisfactory, including tests covered above. is I m Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 -4- REVISION OF SECTION 106 CONTROL OF MATERIAL F. Transmittal of Test Reports Written reports of tests and engineering data furnished by Contractor for Engineer's review of materials and equipment proposed to be used in the work shall be submitted as specified for Shop Drawings. The testing laboratory retained by the Owner or Engineer will furnish three (3) copies of a written report of each test performed by laboratory personnel in the field or laboratory. Two (2) copies of each test report will be transmitted to the Engineer and one (1) copy to the Contractor within seven (7) days after each test is completed. LJ 19 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Suhaccount No. 15153 -I- REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS Section 107 of the Standard Specifications is hereby modified to include the following: Environmental Controls The work of this section consists of obtaining permits and providing environmental controls consistent with regulatory permits through the duration of the work required under this project. A. Dust Control Application: I. The Contractor shall execute work by methods to minimize raising dust from construction operations. 2. The Contractor shall provide and apply dust control at all times, including evenings, holidays and weekends, as required to abate dust nuisance on and about the site that is a direct result of construction activities. The use of non -approved chemicals, oil, or similar palliatives will not be allowed. Dust control agents may be used only after prior approval of the Owner. The Contractor shall be required to provide sufficient quantities of equipment and personnel for dust control sufficient to prevent dust nuisance on and about the site. 3. The Owner will have authority to order dust control work whenever in its opinion it is required, and there shall be no additional cost to the Owner. The Contractor shall be expected to maintain dust control measures effectively whether the Owner or Engineer specifically orders such Work. B. Preservation of Natural Features: Confine operations as much as possible. Exercise special care to maintain natural surroundings in an undamaged condition. Within the work limits, barricade trees, rock outcroppings, and natural features to be preserved. C. Housekeeping: Keep project neat, orderly, and in a safe condition at all times. Store and use equipment, tools, and materials in a tnanner that does not present a hazard. Immediately remove all rubbish. Do not allow rubbish to accumulate. Provide on -site containers for collection of rubbish and dispose of it at frequent intervals during progress of work. D. Disposal I. Disposal of Waste (Unsuitable) Materials: All material determined by the Engineer to be waste will be disposed of in approved landfill in a manner meeting all regulations. Dispose of waste materials, legally, at public or private dumping areas. Do not bury wastes inside of the limits of construction. All costs for dump fees, permits, etc., to be borne by the Contractor. 2. Disposal of Garbage and Other Construction Materials: Provide sanitary containers/dumpsters and haul away contents such that no overflow exists. 3. Excess excavation shall become the property of the Contractor and shall be legally disposed of by him outside the limits of construction to an approved disposal site. Excess excavated material suitable for backfill shall not be disposed of until all backfill operations are complete. 4. The Contractor is to immediately inform Engineer of any hazardous materials encountered during construction. Dispose of waste materials legally at private or public facilities. 20 E u 91 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions COOT Project No. AOC M455-070 CUOT Subaccount No. 15153 REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS E. Burning: No burning of debris will be permitted. F. Water Control: A portion of the project work is located within a natural drainage course and is subject to periodic flooding due to rainfall and snowmelt, flows for adjacent developed areas and storm water pipes and ground water flows from saturated soils or other ground water sources. The Contractor is responsible for managing water within the construction site and protecting property. G. Noise Control: All mechanical equipment shall be equipped with the best available mufflers to reduce noise. The Contractor shai] be responsible for obtaining any necessary permits and shall limit noise to the permitted levels. Noise level monitoring shall be performed by the Contractor as necessary to show that the permitted levels are not being exceeded. Permission from Owner must be obtained prior to the operation of any machinery and/or vehicles between the hours of 6 p.m. and 7 a.m. H. Erosion and Sediment Control: It shall be the responsibility of the Contractor to prepare and obtain an approved Erosion and Sediment Control Plan from the Owner. The Contractor shall obtain all applicable permits and performed all work in accordance with all applicable regulatory permits. II 21 Lenny Avenue Right Tarn Lane At Mulberry Street Project Special Provisions -I- REVISION OF SECTION 108 PROSECUTION AND PROGRESS Augas12007 CDOT Project No. AQC M455-070 CDOT Sabaccoant No. 15153 Section 108 of the Standard Specifications is hereby revised as follows: Subsection 108.03 shall include the following: Project Meetings A. Pre -Construction Conference: A Pre -Construction Conference will be held after Notice of Award and before the Notice to Proceed, the date. time and location will be determined after Notice of Award. The conference shall he attended by: I. Contractor and Contractor's Superintendent 2. Contractor's Subcontractors 3. Engineer 4. Owner 5. Utility Companies 6. Others as requested by the Contractor. Owner, or Engineer. Unless previously submitted to the Owner, the Contractor shall bring to the conference a tentative schedule of the construction project, include in the schedule shop drawings and other submittals. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The agenda will include: I. Contractor's tentative Schedule 2. Permit applications and submittals, including Dewatering Permit, Erosion and Sediment Control Plan, and Traffic Control Plan 3. Transmittal, review and distribution of Contractor's submittals 4. Processing applications for payment 5. Maintaining record documents 6. Critical work sequencing 7. Field decision and change orders 8. Use of premises, office and storage areas, staging area, security, housekeeping, and Owner's needs 9. Contractor's assigmnent of safety and first aid B. Construction Progress Meetings: Progress mectings will he conducted weekly or at some other frequency, if approved by the Engineer. These meetings shall be attended by the Owner. the Engineer, the Contractor's representative, and any others invited by these people. The Engineer will conduct the meeting and the Engineer will arrange for keeping the minutes and distributing the minutes to all persons in attendance. The agenda of these project mectings will include construction progress, the status of submittal reviews, the status of information requests, critical work sequencing, review of strategies for connections into existing facilities, status of field orders and change orders, and any general business. The Contractor will prepare a "two week look ahead" schedule to facilitate coordination of work items. 22 I I 0 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AOC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Modifications to Time of Completion in the Approved Schedule The date of beginning and the time for completion of the work are essential conditions of the Contract Documents and the work embraced shall be commenced on a date specified in the Notice to Proceed. The Contractor will proceed with the work at such rate of progress to ensure full completion within the contract time. It is expressly understood and agreed, by and between the Contractor and the Owner that the contract time for the completion of the work described herein is a reasonable time. taking into consideration the climatic and other factors prevailing in the locality of the work. Every effort shall be made by the Contractor to complete the project within the "Contract Time" shown in the proposal. The "Contract Time" anticipates "Normal" weather and climate conditions in and around the vicinity of the Project site during the times of year that the construction will be carried out. Extensions of time based upon weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were "unusually severe." would not have been reasonably anticipated, and that such conditions adversely affected the Contractor's work and thus required additional time to complete the work. The following specifics the procedure for the determination of time extensions for unusually severe weather. The listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of the project. Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC (7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5) The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof) weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly basis, actual adverse weather days and the impact of adverse weather days that delay the work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through Fridays (holidays excepted) unless an approved construction schedule or written authorization from the Owner indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then be compared to the monthly adverse weather schedule above. An actual adverse weather day must prevent work for 50 percent or more of the Contractor's workday, delay work critical to the timely completion of the project, and be documented by the Contractor. The City Representative observing the construction shall determine on a daily basis whether or not work can proceed or if work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Engineer in writing of any disagreement as to whether or not work can proceed on a given date, within 2 calendar days of that date. The Owner will use the above written notification in determining the number of working days for which work was delayed during each month. At the end of each month, if the number of working days for which work was delayed due to adverse weather exceeds that shown in the above schedule, a Change Order will be executed which increases the Contract Time. The number of work days delayed due to adverse weather or the impact thereof will then be converted to Calendar Days based on the contract completion day and date. This conversion assumes a 5-day work week, Mondays 23 Lentav Avenue Right Turn lane At Mulberry Street - August 2007 Project Special Provisions CDOT Praject No. AOC M455-070 CDOT Subaccount No. 15153 through Fridays. holidays excepted: should the Contractor have authorization to work weekends and/or holidays, then the method of conversion of workdays to calendar days would take this into consideration. The contract time period will then be increased by the number of calendar days calculated above and a new contract completion day and date will be set. The Contractor's schedule must reflect the above -anticipated adverse weather delays on all weather -dependent activities. While extensions of time shall be granted for "unusually severe" weather or climate conditions, the Owner shall make no monetary compensation'for any costs to the Contractor arising out of such delays. The Contractor shall comply with the portions of the Contract Documents relating to his project schedule and amendments thereto which result from the "unusually severe" weather condition. Breakdowns in equipment or lack of performance by the Contractor will not be considered justification for an extension of time. Liquidated damages will be assessed as delineated elsewhere. The Contractor shall not he charged with liquidated damages or any excess cost when the delay in completion of the work is due to the following, and the Contractor has promptly given written notice of such delay to the Owner or Engineer. I. To any preference, priority, or allocation order duly issued by the Owner. 2. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to, acts of God, or of the public enemy. acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics. quarantine restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather as provided above. 3. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs I and 2, above_ Subsection 108.04 shall include the following: Work Hours: Standard work hours are 7 AM to 6 PM, Monday through Friday. No work shall be permited on weekends or holidays without written approval from the Project Manager. Work activity done at times other than during normal working hours may require reimbursement to the City for the overtime cost to the City. Work requests beyond normal working hours must be submitted to the Project Manager a minimum of (5) working days prior to the request date. 24 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 g� CDOT Subaccount No. 15153 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised for this project as follows: Ex Subsection 202.01 shall include the following: This work includes removal and disposal of existing wooden and metal posts within the project limits as shown on the plans and any other obstruction, as directed by the Engineer. which need to be removed for the completion of the project. Obstruction includes but not limited to vegetation. rocks and boulder. I In subsection 202.02 delete the seventh paragraph and replace with the following: The existing structures and obstructions shall be removed in a manner that minimizes disturbance to the surrounding area. All removed structure and obstruction shall become the property of the Contractor and shall be disposed of outside the project site legally. Subsection 202.12 shall include the following: Work shall include all material, equipment, labor. and disposal of materials to complete the work. 25 Lernt{y Avenue Right Turn Lane At Mulberry Street Prqject Special Provisions REVISION OF SECTION 202 REMOVAL OF CONCRETE PIPE August 2007 CDDT Project No. AOC M455-070 CDOT Subaccount No. 15153 Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing concrete pipe within the project limits as Shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The removed concrete pipe shall become the property of the Contractor and shall be disposed of outside the project site legally. Subsection 202.1 1 shall include the following: The removal of the existing concrete pipe will be measured by the linear foot of concrete pipe removed, and accepted. Excavation and backfilling will not be paid separately and shall be included in the cost for removal of concrete pipe. Subsection 202.12 shall include the following: payment will be made under: Pay Item Pay Unit Removal of Concrete pipe Linear Foot Work shall include all material, equipment. labor, and disposal of materials to complete the work. 26 Lemay Avenue Right Turn Lane At Mulberry Street An-ust 2007 Project Special Provisions CDOT Project No. AQC M455-070 QCDOT Subaccount No. 15153 REVISION OF SECTION 202 REMOVAL OF SIDEWALK Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the followimg: This work includes removal and disposal of existing sidewalk within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following:' The existing sidewalk (6 inches thick) shall be removed in a manner that minimizes contamination of the removed sidewalk with underlying material. The removed sidewalk shall become the property of the Contractor and shall he disposed of outside the project site legally. The Contractor may dispose the removed sidewalk at the City of Fort Collins Recycling Center at Hoffman Mill Road. It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City Recycling Center. Subsection 202.11 shall include the following: The removal of the existing sidewalk will be measured by the square yard of sidewalk removed to the required depth, and accepted. Sawcutting will not be paid separately and shall be included in the cost for removal of sidewalk. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Sidewalk Square Yard Work shall include all material, equipment, Tabor, and disposal of materials, including hauling, to complete the work. I a 27 SECTION 00100 INSTRUCTIONS TO BIDDERS Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions - CDOT Project No. AQC M455-070 CDOT Subaccount No. 75153 REVISION OF SECTION 202 REMOVAL OF -CURB Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing curb within the project limits as shown on the plans or at locations directed by the Eng ncer. In subsection 202.02 delete the seventh paragraph and replace with the following: The removed curb shall become the property of the Contractor and shall be disposed of outside the project site legally. The Contractor may dispose the removed curb at the City of Fort Collins Recycling Center at Hoffman Mill Road. It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City Recycling Center. Subsection 202. ( ( shall include the following: The removal of the existing curb will be measured by the linear foot of curb removed, and accepted. Sawcutting will not be paid separately and shall be included in the cost for removal of curb. Subsection 202.12 shall include the following: Payment will be made under: Par Item Removal of Curb Pay Unit Linear Foot Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. 28 L may A venue Right Turn lane At Mulberry Street Aug u w 2007 Prgject Special Provisions CDOT Project No. AOC M455-070 CDOT Subaccount No. I5153 REVISION OF SECTION 202 REMOVAL OF CONCRETE PAVEMENT Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing concrete pavement within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The existing concrete pavement (10 inches thick) shall be removed in a manner that minimizes contamination of the removed pavement with underlying material. The removed pavement shall become the property of the Contractor and shall be disposed of outside the project site legally. The Contractor may dispose the removed pavement at the City of Fort Collins Recycling Center at Hoffman Mill Road. It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City Recycling Center. Subsection 202.11 shall include the following: The removal of the existing concrete pavement will be measured by the square yard of pavement removed to the required depth, and accepted. Location of sawcutting shall be as directly by the Engineer. Sawcutting will not be paid separately and shall be included in the cost for removal of concrete pavement. Subsection 202.12 shall include the following: Payment will be made under: Pav Item Pair Unit Removal of Concrete Pavement Square yard Work shall include all material, equipment, labor. and disposal of materials, including hauling, to complete the work. L� a 29 Lemay Avenue Right Turn Lane At Mulherrp Street Prqject Special Provisions REVISION OF SECTION 202 REMOVAL OF ASPHALT MA7' August 2007 CDOT Prqject No. AOC M455-070 CDOT Suhaccount No. 15153 Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing asphalt mat within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The existing asphalt mat shall be removed in a manner that minimizes contamination of the removed asphalt with underlying material. The removed asphalt shall become the property of the Contractor and shall he disposed of outside the project site legally. The Contractor may dispose the removed asphalt at the City of Fort Collins Recycling Center at Hoffman Mill Road. It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City Recycling Center. Subsection 202.1 1 shall include the following: The removal of the existing asphalt mat will be measured by the square yard of mat removed to the required depth, and accepted. Location of sawcutting shall be as directly by the Engineer. Sawcutting will not be paid separately and shall be included in the cost for removal of asphalt mat. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pad• Unit Removal of Asphalt Mat Square Yard Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. 30 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AOC M455-070 QCDOT Subaccount No. 15153 Q REVISION OF SECTION 202 REMOVAL OF PAVEMENT MARKING Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.05 shall including the following: Location of pavement marking removal shall be as directed by the Engineer. Pavement marking on removed concrete Pavement and asphalt mat are incidental to the concrete pavement and asphalt mat removal, and will not be measured and paid for separately. Removed pavement marking material and the medium used to remove the pavement marking shall be sweep up and disposed of outside the project site legally. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Pavement Marking Square Foot Payment for removal of pavement marking will be full compensation for all labor and materials necessary to complete the work, including clean-up and disposal. H M 31 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project Na. AOC M45.5-070 CDOT Suhaccount No. 15153 - lJ REVISION OF SECTION 202 REMOVAL OF FENCE Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: " This work includes removal and disposal of existing fence within the project limits as shown on the plans or at locations directed by the inginecr. In subsection 202.02 delete the seventh paragraph and replace with the following: The existing fence shall be removed in a manner that minimizes disturbance to the surrounding area. All removed fence materials shall become the property of the Contractor and shall he disposed of outside the project site legally. Subsection 202.1 1 shall include the following: The removal of the existing fence will he measured by the linear foot of fence removed, and accepted. Subsection 202.12 shall include the following: Pavment will be made under: Pal, Item Removal of Fence Pav Unit Linear Foot Work shall include all material, equipment, labor, and disposal of materials to complete the work, including excaving and hackfilling. 32 Lemap Avenue Right Turn Lane At Mulberry Street Project Special provisions August2007 CDOT Project No. AQC M455-070 CDOT Sabaccount No. 15153 REN71SION OF SECTION 203 PROOF ROLLING Section 203 of the Standard Specifications is hereby revised for this project as follows: Subsection 203.13(f) delete and replace with the following: Proof rolling will not be measured but shall be incidental to the work. Subsection 203.14 shall include the following: Proof rolling will not be measure and paid for separately, but shall be included in the work. 33 Lennay Avenge Right Turn Lane At Mulherf�y Street Aagttst 2007 u Project Special Provisions CDOT Prqject No. AOC M455-070 CDOT Suhaccount No. 75153 REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised for this project as follows: Subsection 304.02 shall include the following: Materials for the base course shall be Aggregate Base Course (Class 6) as shown in subsection 703.03 The aggregate base course (Class 6) must meet the gradation requirements and have a resilient modulas of at least 32.M3 psi or a resistance value. R>_7S when tested by the Iiveem Stabilometer method. Subsection 304.04 shall include the following: Any excavation and fill required to place the aggregate base course and the preparation of the subgrade will not be measure and paid for separately, but shall he included in the work. Any access excavated material not used on site shall become the property of the Contractor and shall be disposed of at the City of Fort Collins Recycling Center at Hoffman Mill Road. Materials not accepted at the City Recycling Center shall be disposed of outside the project site. Subsection 304.08 shall include the following: Payment will be made under: Pay Item Pay Unit Aggregate Base Course (Class 6) Ton Work shall include all material, equipment. labor, and disposal of any access excavated materials, including hauling. to complete the work. 34 eLentay Avenue Right Turn Lane At Mulberry Street Augiew 2007 Project Special Provisions CDOT Prgject No. AQC M455-070 CDOT Suhaccount No. 1.5153 -I- e REVISION OF SECTION 403 HOT MIX ASPHALT , e !1 4 [-J u4 UP 1E Ur� Section 403 of the Standard Specifications is hereby revised for this project as follows: Subsection 403.02 shall include the following: The design mix for hot mix asphalt shall conform to the following: TABLE 403-1 Test Test Value For Grading Property S(100) SG(I00) Air Voids, percent at: N (initial) [for information onlvl CPL 51 IS >11.0 >11.0 N(dcsiun) 3.5-4.5 3.5-4.5 Lab Compaction (Revolutions): N (initial) Ifor information onlYl CPL 5115 8 8 N Qlesi_n) 100 100 Stabilitv, minimmn CPL 5106 30 30 Minimum °/<) of the aggregate retained on the 4.75 man (No. 4) sieve having at CP 45 90 80 Icast 2 mechanically induced fractured faces Accelerated Moisture SusceptibilitY CPL 5109 Tensile Strength Ratio (Lottman), Method 13 80 80 minimmn Minimum Dry Split Tensile Strength. CPL 5109 ')05 (30) 205 (301 kPa (psi) Method 13 Grade of Asphalt Cement. "fop Laver PG 64 29 Gradc of Asphalt Cement. Lavers below PC 2 , G 58-_8 Top Voids in the Mineral A—arcgatc (VMA) Sue Table See Table �- ';'11 minimum CP 48 403' 40 2 Voids Filled with Asphalt (VFA), % At MS-2 65-75 65-75 DuSI to Asphalt Ratio Fine Gradation CP 50 0.6 - 1.2 0.6 - 1.2 Coarse Gradation 0.8 - L6 0.8 - I Note: AI MS-2 = Asphalt Institute Manual Series 2 Note: The current version of CPL 51 I5 is available from the Ration Materials Gncinccr. Note: Mixes with gradations having less than 40`%, passim the 4.75 tun (No. 4) sieve shall be approached with caution because of constructttbility problems. Note: Gradations for mixes with a nominal maximum aggro^Late sire of one -inch or larger are considered it coarse gradation if they pass below the maximum density fine at the #4 ,screen. Gradations for mixes with a nominal maximum aggregate sirs of/a inch or smaller arc considered n coarse gradation if then pass helow the muximmn dcnsax line it, the #8 screen. F 35 l emay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M4,55-070 CDOT Subaccount No. 15153 REVISION OF SECTION 403 HOT MIX ASPHALT All mix designs shall be run with a Gyratory compaction angle of 1.25 degrees and properties must satisfy Table 403-I. Form 43 will establish construction targets for Asphalt Cement and all mix properties at Air Voids up to 1.0 percent below the mix desigri optimum TABLE 403-2 Minimum Voids in the Mineral Aggregate (VMA) Nominal ***Design Air Voids'`* Maximum Size*, mm (inches) 3.5% 4.0% 4.5% 37.5 (1'/2) 1 L5 12.0 12.5 25.0(1) 12.5 13.0 13.5 19.0 ('/a) 13.5 14.0 14.5 12.5 ('/a) 14.E ISO 1i.5 9.5 (%) 15.5 16.0 10.5 * The Nominal Maximum Size is defined as one sieve lareer than The first sieve to retain more than 10%. ** Interpolate specified VMA values for design air voids between those listed. ** Air Void Criteria: A design air void range of 3.5 to 4.5% with a target of 4.0% will be used on all mixes. The air void criteria will be applied to the approval of the clesien mix. The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HMA. This plan shall be submitted to the Engineer and approved prior to beginning The paving, operations. When the Engineer determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume. The hot mix asphalt top layer shall not contain any reclaimed or recycled asphalt pavement. Hot mix asphalt for patching shall conform to the gradation requirements for Hot Mix Asphalt (Grading S) (100) To prevent stripping. a minimum of I percent hydrated lime by weight of the combined aggregate shall be added to the aggregate for all hot mix asphalt. 36 Lemay Avenae Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT I'rgject No. AQC M455-070 CDOT Subaccount No. 75L53 REVISION OF SECTION 403 HOT MIX ASPHALT Acceptance samples shall be taken as per CP-41. Subsection 403.03 shall include the following The Contractor shall construct the work such that all roadway pavement placed prior to the time paving operations end for the year, shall be completed to the full thickness required by the plans. The Contractor's Progress Schedule shall show the methods to he used to comply with this requirement. Delete subsection 403.05 and replace with the following: 403.05 The accepted quantities of hot mix asphalt will be paid for in accordance with subsection 401 22, at the contract unit price per ton for the bituminous mixture. Payment will be made under: Pay Item Pay Unit Hot Mix Asphalt (Grading SG) (100) (PG 58-28) Ton Hot Mix Asphalt (Grading S) (100) (PG 64-28) Ton Aggregate, asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each hot mix asphalt item will not he paid for separately, but shall be included in the unit price hid. When the pay item i includes the PG binder grade, the asphalt cement will not he measured and paid for separately, but shall he included in the work. When the pay item does not include the PG binder grade, asphalt cement will be measured and paid for in accordance with Section 411. Asphalt cement used in liot Mix Asphalt (Patching) will not he measured and paid for separately, but shall be included in the work. Excavation, preparation, and tack coat of areas to be patched will not be measured and paid for separately, but shall be included in the work. I 9 37 ICI N SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement_ or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort 12/03 Section 00100 Page 1 LemaV Avenue Right Turn Lane At Mulberry Street Prgjeel Special Provisions Aullust 2007 CDOT Prgject No. AOC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 412 FAST TRACK PORTLAND CEMENT CONCRETE PAVEMENT Section 412 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 412.03 and replace with the following: 412.03 Classification, Concrete shall conform to the requirements for Class E Concrete as specified in Section 601, with the concrete compressive strength of 4500 psi at 28 days. Concrete shall meet the requirement of Class 2 exposure to sulfate attack. When the Enanneer has determined that the quantity of concrete pavement is too small to make the use of mechanical equipment practical, the Contractor will he permitted to use AASHTO M 43 Size '�7 or 67 aggregate in lieu of coarse aggregate specified in Section 601. Subsection 412.24(a) shall include the following: Pav Item Pav Unit Concrete Pavement (10 inch) (Fast Track) Square Yard Concrete Pavement (10 inch) (Fast Track) (Colored) Square Yard 3S 1 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AOC M455-070 CDOT Subaccount No. 1.5153 REVISION OF SECTION 608 t- CONCRETE CURB RAMP Section 608 of the Standard Specifications is hereby revised for this project as follows: Subsection 608.01 shall include the following: This work includes the installation of detectable warnings on concrete curb ramps at the locations shown on the plans and in accordance with the plans. Subsection 608.02 shall include the following: Delectable warnings on curb ramps shall be truncated domes of the dimensions shown on the plans. Domes shall be prefabricated by the manufacturer as a pattern on concrete or masonry pavers. Pavers shall meet all Americans with Disabilities Act (ADA) requirements for truncated domes, and when installed, shall be capable of producing the pattern of domes as shown on the plans. Pavers shall meet the requirements of ASTM C 902 or ASTM C 936. Alternate materials may be used, if pre -approved by the Engineer. The Contractor shall submit a sample of the product, the name of the selected supplier, and documentation that the product meets all contrast requirements and will be fully compatible with the curb ramp surface to Tire Engineer for approval prior to start of work. Known vendors of alternate products include but are not limited to the following: Vendor Name Product Phone Numbers CAST in TACT Warning TMA Construction Supply 303-295-6050 Panels East Jordan Iron Works tlnc Truncated Dome Plates s 800 626 465� I n , u s 3.1r The domes and the underlying surface shall have a minimum of 70% contrast with the light reflectivity of the adjoining surface. The contrast shall be verified using the following equation: Contrast = B' — B' x 100 Bi Where Bi = Light Reflectance Value (LRV) of the lighter area B, = LRV of the darker area Absolute black and white will not be permitted. The contrast shall be achieved by adding pigment during the fabrication of the paver. Prior to stun of work, the Contractor shall submit appropriate documentation from the manufacturer verifying that the contrast has been met, along with a sample paver, to the Engineer for approval. 9 39 Lemay Avenue Right Turn Lane At Malberrr Street Prgject Special Provisions -2- REVISION OF SECTION 608 CONCRETE CURB RAMP August 2007 CDOT Project No. AOC M455-070 CDOT Subaccount No. 15153 Bedding and joint sand shall be free of deleterious or foreign matter. The sand shall be natural or manufactured from crushed rock. Limestone screenings or stone dust shall not be used. Sand for bedding material shall conform to ASTM C 33. Sand that is to be placed between joints shall conform to ASTM C 144. Subsection 608.03 shall include the following: (g) Detectable Warnings. Pre -fabricated pavers for detectable warnings shall be brought to the site in steel banded, plastic handed or plastic wrapped cubes capable of being transported by a fork lift or clamp lift. Pavers shall be carefully removed and stacked in a manner which results in the least amount of damage. All pavers that arc damalped during transport or delivery will be rejected and shall be replaced at the Contractor's expense. Minor cracks or chipping due to transport and handling that do not interfere with the structural integrity of the paver or the overall pattern of truncated domes will not he deemed as grounds for rejection. The Contractor shall spread the bedding sand evenly in the area defined and shall screed the sand to an appropriate embedment depth as shown on the plans or as directed by the Engineer. Sufficient sand should he placed to stay ahead of laid pavers Pavers shall be placed in a running bond pattern. Domes shall be aligned to create a square grid in the predominant direction of travel as shown in the plans. Pavers shall be installed such that the base of the truncated dome is at the same elevation as the adjoining surface, allowing for a smooth transition between the curb ramp and the detectable warning. When cut pavers are required to fill gaps between the pavers and the edge of concrete, the Contractor shall bevel portions of the truncated domes at a 45-degree angle to create a smooth transition between the partial dome and the curb ramp surface. Unless otherwise directed by the En_ineer, pavers shall be cut and installed in such a manner that the domes on the cut sections will not significantly impact the overall pattern of the truncated domes. The Contractor shall use a plate vibrator to embed the pavers into the sand. The size and type of plate vibrator shall be in accordance with manufacturer's recommendations, or as directed by the Engineer. All pavers that are damaged during embedment shall be replaced at the Contractor's expense. Joint spacing between paver units shall be in accordance with the manufacturer's recommendations, or as approved by the Engineer. Joints shall he filled completely with joint sand. Excess sand shall he removed by sweeping. (h) Alternate products. Alternate materials shall be installed in accordance with manufacturer's recommendations. The concrete surface to which alternate materials are to he applied shall he prepared in accordance with manufacturer's recommendations. Material requirements, color and application shall be in accordance with manufacturers recommendations and as approved by the Engineer. Subsection 608.05 shall include the following: Detectable warnings on curb ramps, including sand, pavers, alternate materials, and all other work and materials necessary for fabrication, transport, and installation will not he measured and paid for separately, but shall be included in the work. 40 0 I 9 Lemay Avenue Right Tarn Lane At Mulberry Street Aug test 2007 Project Special Provisions CDOT Project No, AQC M455-070 CDOT Sabaccount No. I5153 -I- REVISION OF SECTION 625 CONSTRUCTION SURVEYING Section 625 of the Standard Specifications is hereby revised for this project as follows: Subsection 625.01 is hereby revised to include the following: The City of Fort Collins will provide all construction survey staking for the project. All survey staking required for this project shall be requested by the Contractor in writing at least five (5) working days prior to the staking needs to be placed in the field. This notification period may be reduced by the Engineer during periods of ongoing construction staking. The Contractor shall specify the offsets required for each survey item. This information shall be provided at the pre -construction meeting. All survey staking destroyed by the Contractor, vandalism or by any other reason will he replaced at the Contractor's expense. The Contractor's designated representative will be required to authorize any requested re -staking or additional services at the time the services arc completed. Services designated as extra will be billed at an hourly rate per the prevailing rate schedule of the surveyor. All existing survey monuments and property corner located outside of the project grading limits as defined on the plans that are damaged or destroyed by the Contractor will be replaced at the Contractor's expense. All existing survey monuments and property corners located within the project grading limits which are intended to remain in place and intact as defined on the plans shall be protected by the Contractor. Where necessary monuments, property corners, and section corners will be adjusted or replaced by the City for this project. Control Location of horizontal and vertical control points will be provided at approximately 1000-foot intervals. Monuments will be set outside the limits of construction. 2. Easements and RiL ht of Way Temporary construction casements (TCE) and those portions of right of way between TCE's will be staked at 100 foot intervals on tangents, PCs, 50 foot intervals on 'curves, angle points and corner points. 3. Excavation and Embankment a. One set of slope stakes at 50-foot intervals (stations) on each side of the proposed road including intersections. Staking information to include cut/fill for • "limit of cut" or " limit of fill" location • decision point (ditch flowline or grade break) • edge of pavement • roadway centerline 41 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 u Project Special Provisions CDOT Praject No. AQC M455-070 CDOT Sabaccount No. 15153 ^ u REVISI ON OF SECTION 625 CONSTRUCTION SURVEYING b. One set of shoulder and/or curb stakes at 50-foot stations on each side of the road including intersections. c. One set of slope or shoulder stakes for the grading of each driveway and field access.` d. Ditch grades shall be defined by the slope staking described above 4. Storm Drainage One set of offset stakes for each storm drain pipe and inlets. 5. Utility Crossing �. One set of offset stakes for the utility conduit crossings. 6. Sub,rade and Paying a. One set of blue top subgrade stakes at 50-foot stations on tangents. PCs and PT's after completion of the subgrade preparation. Stakes to be set at 25-fool stations for horizontal curves with a radius Tess than 1.000 feet and at all vertical curves. Blue tops will be set on centerline and the edge of pavement on both sides of the roadway. These blue tops will remain in place to be used for the aggregate base course or paving operations. 7. Sims One set of stakes to locate each sign. , 8. Delineators ti No survey will be provided. The Contractor shall install delineators as specified in the plans. 9. Stri infl City of Port Collins will provide layout of all temporary pavement striping for the Contractor. 10. Mailboxes. Newspaper Boxes and Address Posts No survey will be provided. The Contractor shall reset all mailboxes. newspaper boxes and address posts per agreement with the property owner and approval by the Engineer. u 11. Property Corners and Section Corners Reset property corners located along the right of way and section corners within the project grading limits. 42 Lemav Avenue Right Turn Lane At Mulberry Street Project Special Provisions August 2007 CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 REVISION OF 627 PAVEMENT MARKING Section 627 of the Standard Specifications is hereby revised for thisprojectas follows: Subsection 627.01 shall include the following: The City of Fort Collins will furnish and install all permanent pavement markings and signing for the project. The Contractor is required to coordinate with the City for the completion of the work. 43 Leruay Avenue Right Tarn Cane At Mutherry Street August2007 u Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 — FORCE ACCOUNT ITEMS DESCRIPTION This special provision contains the estimate for force account items included in the Contract. The estimated amounts marked with an asterisk will be added to the total bid to determine the amount of the performance and payment bonds. Force Account work shall be performed as directed by the Engineer. BASIS OF PAYMENT Payment will be made in accordance with subsection 109.04. Payment will constitute full compensation for all work ncccssar�y to complete the item. Force account work valued at $5.000 or less, that must be performed by a licensed journeyman in order to comply with federal, state, or local codes, may be paid for after receipt of an itemized statement endorsed by the Contractor. Force Account Item F/A Minor Contract Revisions F/A Fuel Cost Adjustment F/A On -the -Job Trainee F/A OJT Colorado Training Program F/A Erosion Control Force Account Item Descriptions: Estimated Quantity Amount I F.A. $10.000* I F.A. $ 1,500 0 Hour $ 0 1 F.A. $ 150 1 F.A. $ 1.000 F/A Minor Contract Revisions payment are for contract adjustments authorized through contract modification orders. F/A On -the -Job Trainee payment is made for on-the-job trainee used on this project. F/A OJT Colorado Training Program payment is made for cost of maintaining on-the-job training program in compliance with the provisions of On -The -Job Training in the Standard Special Provisions. F/A Erosion Control payment is for any unforeseen storm water issues that require erosion control but not included elsewhere in the plans or specifications. The work shall be approved by the Engineer prior to purchasing and placing any erosion control items. Irjustification is not proven before implementation, payment will not he made. F/A Fuel Cost Adjustment is for anY unforeseen increases or decreasesin the prices of gasoline and diesel fules from those in effect during the month in which bids were received for the Contract. 44 it M Lernap Avenue Hight Turn Lane At Mulberry Street Project Special Provisions -I- TRAFFIC CONTROL PLAN — GENERAL August2007 CDOT Project No. AOC M455-070 CDOT Subaccount No. 14753 The key elements of the Contractor's method of handling traffic (MINT) are outlined in subsection 630.09. The components of the TCP for this project are included in the following: • City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic Control Devices (U.S. Department of Transportation), or applicable statutory requirements of authority having jurisdiction. Fort Collins Handbook takes precedence over Manual of Uniform Traffic Control Devices. • Section 630 of the specifications. • Revision of Sections 100, 104, and 108 of these Project Specifications. • Standard Plan S-630-1, Traffic Controls for Highway Construction. Case I 1 and 18, and Standard Plan S-630-2. • Signing and Striping Plans Special Traffic Control Plan requirements for this project are as follows: A. The Contractor shall submit his own detailed Traffic Control Plan for the work for approval by the Owner. The submittal shall he made at ]cast two weeks before implementation of any element of the plan. Adjustments to the approved plan may be required by the Owner based on actual traffic operation. B. No work interfering with traffic flow on Lemay Avenue or Mulberry Street shall be permitted during the hours of 7:00 AM to 8:30 AM or from 3:30 PM to 5:30 PM unless authorized in writing by the Traffic Engineer. C. Closures of City streets will not he allowed. D. Lane closures on Lemay Avenue or Mulberry Street shall he allowed as approved by the City of Fort Collins Traffic Engineer. During all phases of construction a minimum of one lane in each direction shall remain open on Lemay Avenue or Mulberry Street. No overnight lane closure is permitted unless authorized in writing by the Traffic Engineer. E. The Contractor shall maintain pedestrian and bicycle movements through the project site and the surrounding trails. The Traffic Control plan shall address the method of handling these movements. F. The Contractor shall, at all times, provide for emergency vehicle access into and through the construction site. G. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. H. Keep fire hydrants and water control valves free from obstruction and available for use at all times. 1. Conduct operations in a manner to avoid unnecessary interference with public and private roads and dri ves. J. Provide and maintain continual temporary access for businesses and residences. I 45 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 u Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15753 _2_ TRAFFIC CONTROL PLAN — GENERAL K. Roadway Usage Between Operations — At all times when work is not actually in progress. Contractor shall make passable and shall open to traffic such portion s of the project and temporary roadways or portions thereof as may be agreed upon between Contractor and Owner and all authorities having jurisdiction over any properties involved. .L. The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time. unless directed. M. The Contractor shall coordinate Traffic Control activities with the City of Fort Collins Traffic Engineering and Electric Departments to assure that work activities by those departments are coordinated with the Contractor's activities. At the least 48 hours notice is required. N. The Contractor shall maintain 12'lanes throughout the project. O. The Contractor shall provide a flagger for equipment, trucks, or other pertinent construction equipment entering or leaving the construction area into traffic at all times. u 46 u M R Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 -I- UTILITIES The following Utilities are known to be within the project limits Utility/Agency Contact Phone Sanitary Sewer — City of Fort Collins Roger Buffington (970) 221-6854 Water — City of Fort Collins Rogcr Buffington (970) 221-6854 Storm Water — City of Fort Collins Glen Schlueter (970) 224-6065 Electric — City of Fort Collins Doug Martine (970) 224-6152 Forester —City of Fort Collins Ralph Zentz (970) 221-6302 Lighting -City of Fort Collins Doug Martine (970) 224-6152 Telephone - Qwest Lindon Spencer (970) 377-641 1 Traffic Operations — City of Fort Collins Ward Stanford (970) 221-6820 The work described in these plans and specifications will require full coordination between the Contractor and the Utility Companies, in accordance with Subsection 105.06 and while performing their respective operations, so the utility work can be completed with minimum delays to all parties concerned. The following utility work shall be performed by the Contractor: The Contractor shall be responsible for coordinating the adjustment of all utilities on this project and scheduling the work to coincide with construction activities. The Contractor shall keep each utility company advised of any work being done to their facilities by the contractor's forces. so that each utility company can coordinate their inspections for final acceptance with the Engineer. Provide written notice to each utility company, with a copy to the Engineer. prior to any work by a utility company that is to be coordinated with project construction. A minimum of three (3) calendar weeks of prior notice is required. Contractor to obtain necessary permits form the City and utility companies prior to starting construction activities. If needed, or as directed by the Engineer. the Contractor shall provide traffic control for any utility work to be coordinated with the project's construction, in accordance with an approved Method of Handling Traffic (MF[T). Payment to be made via contract bid item(s). The Contractor shall coordinate with the City of Fort Collins Water, when resetting valves, CP test station, and adjusbncnl of manhole. The Contractor shall also coordinate with the City of Fort Collins Traffic Department regarding the protection and adjustment of traffic signal equipment. 47 u k.� Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the, bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of 11 the bidder, (4) the quality of the bidder's performance of previous hJ contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the -I particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former work " so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would" impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any otherLj contract with the City or in the payment of any taxes, licenses or other monies due to the City. u 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid,:. to (a) examine the Contract Documents thoroughly, (b) visit the site to' familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with'' federal, state and local laws, ordinances, rules and regulations that may L in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract,�,i Documents, and (e) notify Engineer of all conflicts, errors or u discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for J, identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement " of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and.. such means, methods, techniques, sequences or procedures of construction L' as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and`, convey understanding of all terms and conditions for performance and u furnishing of the Work. u 12/03 Section 00100 Page 2 J Lernay Avenue Right Turn Lane At Mulberry Street August 2007 �. Project Special Provisions COOT Project No. AQC M455-070 CDOT Subaccount No. 15153 u UTILITIES The following utility- work shall be performed by the Utility Company or their agents: u Water — City of fort Collins: Removal and capping of fire hydrant, and reset CP lest station. Traffic Operations — City of fort Collins: Resetting of traffic control boxes General The Contractor shall comply with Article 1.5 of Title 9, CRS ("Excavation Requirements"), when excavation or grading is planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at least three (3) business days prior to commencing such operations. Contact the Utility Notification Center of Colorado (UNCC) to have locations of UNCC-registered lines marked by member companies. Call 1-800-922- 1987 for locate requests outside the Denver Metro area. All other underground facilities shall be located by u contacting the respective company. Utility service laterals shall also be located prior to beginning excavation or grading. u The location of utility facilities, as shown on the plans and profile sheets and described herein, were obtained from the best available information. I All costs incidental to the foregoing requirements will not be paid for separately, but shall be included in the work. 48 L LI Li 2 1,em«Avenue Right TurnLane * MulberrY Street August 200z Standard Special provisions m+r;No. AOcM45:> § m+a _9 Ntand'ard � 3pe \\{ \ } « Pit &y \ /111 \� « ? \ \ ~\ ( ? Lemay Avenue Right Tarn Lane At Mulberry Street August 2007 Standard Special Provisions CDOT Project No. AOC M455-070 CDOT Subaccount No. 15153 COLORADO DEPARTMENT OF TRANSPORTATION CITY OF FORT COLINS, COLORADO LEMAY AVENUE RIGHT TURN LANE AT MULBERRY STREET STANDARD SPECIAL, PROVISIONS Date No. of Pages Revision of Section 101 — Falsework. Formwork, and Shorinu (Noe. 30, 2006) 1 Revision of Section 104 — Value Engineerim, Change Proposals (August I, 2005) 5 Revision of Section 105 — Conformity to the Contract (April 12, 2007) 1 Revision of Section 105 —Disputes and Claims for Contract Adjustments (August I, 2005) 7 Revision of Section 105 — Violation of Working Time Limitation (August 1, 2005) 1 Revision of Section 106 —Certificates of Compliance and Certified Test Reports (June 29, 2006) 1 Revision of Sections 106 and 601 — Concrete Sampling and Pumping (June 7. 2007) 2 Revision of Section 107—Project Safety Planning (August 1, 2005) 3 Revision of Section 107 — Responsibility for Damage Claims, Insurance Types and Coverage Limits (August I, 2005) 2 Revision of Section 107 —Ton-Mile Taxes (April 12, 2007) 1 Revision of Section 108—Payment Schedule (October 11. 2006) 1 Revision of Section 109—Fuel Cost Adjustment (Nov. 30. 2006) 2 Revision of Section 109 —Measurement of Quantities (August 1, 2005) 1 Revision of Section 203 —Embankment (April 7, 2006) 2 Revision of Section 208 — Storm Drain Inlet Protection (June 29, 2006) 1 Revision of Section 212— Seeding Seasons (April 11 2007) 1 Revision of Section 401 — Longitudinal Joints (October 13, 2005) 1 Revision of Section 412 — Concrete Pavement Joints (August 1, 2005) I Revision of Section 412 — Portland Cement Concrete Finishing (April 12, 2007) 1 Revision of Section 601 — Forms R Framework (Nov. 30, 2006) 1 Revision of Sections 601, 606. 608, 609 and 618 —Concrete Finishing (April 12, 2007) 1 Revision of Sections 601 and 701 —Structural Concrete (October 19. 2006) 6 Revision of Sections 614 and 630 — Retroflective Sign Sheeting (Sept. 2, 2005) I Revisionf of Section 627 — Pavement Marking (April 12, 2007) 2 Revision of Section 630 — Construction Zone Traffic Control (April 7, 2006) 1 Revision of Section 630 — Method of Handling Traffic (April 7, 2006) 1 Revision of Section 630—NCHRP 350 Requirements (August 1'_007) 1 Revision of Section 630 — Payment for Construction Traffic Control Devices (June 7, 2007) 1 Revision of Section 630—Portable Sign Storage (August I, 2005) 1 Revision of Section 702—Bituminous Materials (June 29. 2006) 9 Affirmative Action Requirements —Equal Employment Opportunity (August 1, 2005) 10 Disadvantaged Business Enterprise — Definitions and Requirements (Dec. 8, 20051) 12 Minimum Wages Colorado. U.S. Department of Labor General Decision Numbers CO20070014 and CO20070015 MOD ? Highway Construction, Statewide (August 3, 2007) 9 On the Job Training (April 12, 2007) 5 Required Contract Provisions —Federal-Aid Construction Contracts (August 1, 2005) 10 I November 30, 2006 F, Mir REVISION OF SECTION 101 FALSEWORK, FORMWORK AND SHORING Section 101 of the Standard Specifications is hereby revised for this project as follows: Add subsection 101.89 as follows: 101.89 Falsework. Falsework is temporary construction used to support structural elements of concrete, steel, masonry or other materials during their construction or erection until they become self-supporting. Falsework may also be used to provide temporary support to elements of a structure during demolition or reconstruction. Add subsection 101.90 as follows: 101.90 Formwork. Formwork is the temporary structure or mold used to retain plastic or fluid concrete in its designated shape until it hardens. Add subsection 10 1.9 1 as follows: 101.91 Shoring. Shoring is temporary construction that is used to support the earth adjacent to excavation or embankment. E August 1, 2005 1 REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS Section 104 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 104.07 and replace with the following: 104.07 Value Engineering Change Proposals by the Contractor. The Contractor is encouraged to develop and offer proposals for improved construction techniques, alternative materials and other innovations. Proposals must provide a project comparable to the CDOT's original design either at lower cost or improved quality, or both. No proposals will be accepted that lowers the quality of the intended project. Bid prices shall not be based on the anticipated approval of a Value Engineering Change Proposal (VECP). Proposals shall be submitted only by the successful bidder after contract award. If a VECP is rejected, the work shall be completed in accordance with the Contract at contract bid prices. Any delay to the project due to a VECP submittal and review shall be considered within the Contractor's control and will be non -excusable with the exception of those delays that are approved as part of the VECP. Proposals shall be categorized as VECP (Category A) or VECP (Category B). VECP (Category A)s will be all proposals that involve the design and construction of a structure including but not limited to a bridge, retaining wall, concrete box culvert, or building, A VECP (Category A) will also include any proposal that would result in a change of original bid items that totals over $250,000. Alternatives investigated and not selected in the project Structural Selection Reports may be presented In a VECP, if significant benefits can be demonstrated to the Engineer. In addition, any design criteria and constraints listed in the Structural Selection Report can not be modified or relaxed as part of a VECP unless significant and previously unknown benefits can be proven to the Engineer. Experimental or demonstration -type design concepts, products, structures, or elements that have not been pre -approved by CDOT, in writing, for general use will be considered a VECP (Category A). Category A proposals will also result in a realized and shared cost savings to CDOT. Cost savings generated to the Contract as a result of VECP offered by the Contractor and accepted by the CDOT shall be shared between the Contractor and the CDOT. All other VECPs that do not meet the previous requirements will be classified as a VECP (Category B). Net cost savings on VECPs that are less than $25,000 can be kept by the Contractor. Net cost savings greater than $25,000 shall be split equally between the Contractor and CDOT as defined in the Basis of Payment section of this specification. Both VECP (Category A) and VECP (Category B) will produce savings to the CDOT or provide improved project quality without impairing essential functions and characteristics of the facility. Essential functions include but are not limited to: service life, requirements for planned future development, prior commitments to governmental agencies or the public, corridor requirements, economy of operation, ease of maintenance, desired appearance, safety, and impacts to the traveling public or to the environment during and after construction. The Contractor may submit either a full VECP or a preliminary Conceptual VECP, followed by a full proposal. These proposals are subject to rejection at any time if they do not meet the criteria outlined in this subsection. (a) Submittal of Conceptual Proposal. For a VECP (Category A) that requires a significant amount of design or other development resources, the Contractor may submit an abbreviated Conceptual Proposal for preliminary evaluation. The Engineer will evaluate the information provided. The Contractor will then be advised in writing if any conditions or parameters of the Conceptual Proposal are found to be grounds for rejection. Preliminary review of a conceptual proposal reduces the Contractor's risk of subsequent rejection but does not commit the CDOT to eventual approval of the full VECP. The following information shall be submitted for each Conceptual Proposal: I August 1, 2005 PC REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS (1) Statement that the proposal is submitted as a Conceptual VECP (2) General description of the difference between the existing Contract and the proposed change, and the advantages and disadvantages of each, including effects on service life, requirements for planned future development, prior commitments to governmental agencies or the public, corridor requirements, economy of operation, ease of maintenance, desired appearance, safety, and impacts to the traveling public or to the environment during and after construction. The Contractor shall request in writing the necessary information from the Engineer. (3) One set of conceptual plans and a description of proposed changes to the Contract specifications (4) Estimate of the anticipated cost savings or increase (5) Statement specifying the following: (i) when a response to the conceptual proposal from the CDOT is required to avoid delays to the existing contract prosecution (ii) the amount of time necessary to develop the full Proposal (iil) the date by which a Contract Modification Order must be executed to obtain maximum benefit from the Proposal (iv) the Proposal's impact on time for completing the Contract (b) Submittal of Full Value Engineering Change Proposal. The following materials and information shall be submitted for both a Category A and VECP (Category B): (1) A statement that the proposal is submitted as a VECP: (2) A description of the difference between the existing Contract and the proposed change, and the advantages and disadvantages of each, including effects on service life, requirements for planned future development, prior commitments to governmental agencies or the public, corridor requirements, economy of operation, ease and cost of maintenance, desired appearance, safety, and impacts to the traveling public or to the environment during and after construction. . The Contractor shall request in writing the necessary information from the Engineer. (3) A complete set of plans and specifications showing the proposed revisions relative to the original Contract. This portion of the submittal shall include design notes and construction details. The proposed plans and specifications shall be signed and sealed by the Contractor's Engineer. (4) A cost comparison, summarizing all of the items that the proposed VECP replaces, reduces, eliminates, adds, or otherwise changes from the original Contract work, including all impacts to traffic control, detours and all other changes. The cost comparison shall not include cost savings resulting from purportedly decreased inspection or testing requirements, or CDOT overhead; All costs and proposed unit prices shall be documented by the Contractor. (5) A statement specifying the date by which a Contract Modification Order must be executed to obtain the maximum cost reduction during the remainder of the Contract and the date when a response from the CDOT is required to avoid delays to the prosecution of the Contract. as August 1, 2005 3 REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS (6) A statement detailing the effect the Proposal will have on the time for completing the Contract. (7) A description of any previous use or testing of the proposed changes and the conditions and results. If the Proposal was previously submitted on another CDOT project, the proposal shall indicate the date, Contract number, and the action taken by the CDOT. (8) An estimate of any effects the VECP will have on other costs to the CDOT. (9) A statement of life cycle costs, when appropriate. Life cycle costs will not be considered as part of cost savings but shall be calculated for additional support of the Proposal. A discount rate of four percent shall be used for life cycle calculations. (c) Evaluation. VECP will be evaluated by CDOT in accordance with the CDOT Construction Manual. Additional information needed to evaluate Proposals shall be provided in a timely manner. Untimely submittal of additional information will result in rejection of the Proposal. Where design changes are proposed, the additional information shall include results of field investigations and surveys, design and computations, and changed plan sheets required to develop the design changes. 1. The Engineer will determine if a Proposal qualifies for consideration and evaluation. The Engineer may reject any Proposal that requires excessive time or costs for review, evaluation, or investigation. The Engineer may reject proposals that are not consistent with the CDOT's design and criteria for the project. 2. VECP, whether or not approved by the CDOT, apply only to the ongoing Contracts referenced in the Proposal and become the property of the CDOT. Proposals shall contain no restrictions imposed by the Contractor on their use or disclosure. The CDOT has the right to use, duplicate and disclose in whole or in part any data necessary for the utilization of the Proposal. The CDOT retains the right to utilize any accepted Proposal or part thereof on other projects without obligation to the Contractor. This provision is subject to rights provided by law with respect to patented materials or processes. 3. If the CDOT is already considering revisions to the Contract or has approved changes in the Contract that are subsequently proposed in a VECP, the Engineer will reject the Proposal and may proceed to implement these changes without obligation to the Contractor. 4. The Contractor shall have no claim against the CDOT for additional costs or delays resulting from the rejection or untimely acceptance of a VECP. These costs include but are not limited to: development costs, loss of anticipated profits, increased material or labor costs, or untimely response. 5. Proposals will be rejected if equivalent options are already provided in the Contract. 6. Proposals that only reduce or eliminate contract pay items will be rejected. 7. The cost savings and other benefits generated by the Proposal must be sufficient to warrant review and processing, as determined by the Engineer. 8. A proposal changing the type or thickness of the pavement structure will be rejected. 9. No VECP proposal can be used to alter incentive and disincentive rates and maximums on A+B projects. IJ August 1, 2005 I Ii REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS 10. Right of Way cannot be bought as part of a VECP to eliminate phasing on a project. 11. A VECP changing the design of a structure may be considered by the CDOT, if the design meets the following conditions: (1) The design shall not involve detouring of traffic onto local roads or streets to an extent greater than the original plans, unless previously approved by the affected local agencies (2) The design has the same roadway typical section as the original plans (3) The design meets or exceeds the benefits of the construction -handling or traffic phasing scheme shown in the original plans (4) The design meets or exceeds all environmental commitments and permit requirements of the original Contract. (5) The design shall not increase environmental impacts beyond those of the original Contract. (6) The design meets or exceeds the vertical and horizontal clearances and hydraulic requirements shown in the original plans (7) The design has the same or greater flexibility as the original design to accommodate future widening (8) The design shall not change the location of the centerline of the substructure elements, without demonstrating substantial benefits over the original plans (9) The design shall not change the grade or elevation of the final riding surface, without demonstrating substantial benefits over the original plans (10) The design shall match corridor future development plans, architectural, aesthetic and pavement requirements, if applicable (11) The design shall not adversely impact the CDOT's Bridge Inspection, maintenance or other long- term costs or operations. (12) The design shall meet all CDOT design standards and policies (13) The design shall include all additional costs and coordination necessary to relocate utilities (14) Major structure designs provided by the Contractor shall include an independent plan review and design check by a Professional Engineer registered in the State of Colorado and employed by a firm other than the engineer -of -record. This design review will be performed at no additional cost to CDOT and shall be included in the Contractor's engineering costs. (15) The Contractor shall provide CDOT with all design calculations, independent design check calculations, a rating package for each bridge prepared in accordance with the current CDOT Bridge Rating Manual, and a record set of quantity calculations for each structure. 12. The Engineer will reject all or any portion of the design or construction work performed under an approved VECP if unsatisfactory results are obtained. The Engineer will direct the removal of such rejected work and require construction to proceed under the original Contract requirements without reimbursement for work performed under the proposal, or for its removal. If a structure design VECP meets these and all other requirements, the CDOT may, at its sole option, accept or reject the proposal. (d) Basis of Payment. If the VECP is accepted, a Contract Modification Order will authorize the changes and payment. Reimbursement will be made as follows: August 1, 2005 a REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS The changes will be incorporated into the Contract by changes in quantities of unit bid items, new agreed unit price items, lump sum or any combination, as appropriate, under the Contract. Unless there is a differing site condition as described in subsection 104.02, the Contractor shall not receive additional compensation for quantity overruns, design errors, supplemental surveys, geotechnical investigations, additional items or other increases in cost that were not foreseen in the accepted VECP, unless otherwise approved by the Engineer. For all VECPs, the incentive payment shall be calculated as follows: (gross cost of deleted work) - (gross cost of added work) _ (gross savings) (gross savings) - (Contractor's engineering costs) - (CDOT`s engineering costs) _ (net savings) Any net savings less than $25,000 can be kept by the contractor. If the net savings are greater than $25,000 then the amount over $25,000 will be shared equally with CDOT and calculated as follows: (net savings)- $25,000 = shared savings Contractor's total incentive = (shared savings) /2 + $25,000 The Contractor's engineering costs will be reimbursable only for outside consultant costs that are verified by certified billings. CDOT's engineering costs shall be actual consultant costs billed to CDOT and extraordinary in-house personnel labor costs. These labor costs will be calculated at the fixed amount of $50.00 per hour per employee. Project personnel assigned to the field office or who work on the project on a regular basis shall not be included in CDOT's portion of the cost. At the completion of the VECP design work, the Contractor shall furnish the CDOT any additional documentation such as surveys, geotechnical reports, documentation or calculations and shop drawings required to complete the work. At the completion of the project, the Contractor shall furnish the CDOT with PE -stamped Record sets, and As -Constructed plans showing the VECP work. (e) Contractor Appeal Process. Appeals can only be made on VECP (Category A)s. The Prime Contractor submitting the VECP may file a one-time appeal to the Region Transportation Director (RTD) on the denial of any VECP (Category A). The Contractor must have a valid reason for the appeal and the decision of the Region Transportation Director will be final. April 12, 2007 REVISION OF SECTION 105 CONFORMITY TO THE CONTRACT Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 10.5.03 shall include the following, after the first paragraph: All Hot Mix Asphalt (LIMA) and Stone Matrix Asphalt (SMA) materials m work will be evaluated for conformity to the Contract in accordance with subsection 105.05 except LIMA that is used for patching and temporary pavement. In subsection 105.03 (c), delete the Table of Price Reduction Factors and replace with the following: TABLE OF PRICE REDUCTION FACTORS Element Factor "F" :a r .. 1k IN, pC7CCnl S1GG S1Ce C��.,�t.i. ,.,..: _ 12.5 mm ('/2") sieve and larger ] u n ii r s„ i i' 7 as `l l�p�µm(No 100)steveto�)5mm(3/8)titevemcluuter � . 3(C.XCCpL I�� perce7ll 91ZC'S1C�C� n�� ��' t� - . _......r... ..... ..... T'.,,.. a..,w. ' S,_ ". i,Jl.:. ,. �__`_ _.ut * b �, :Si 75 lun (No. 200) sieve 6 .,%illm (1.0, �()�) tileveY(CCl�er C011 materi al)-'!` Liquid Limit 3 Asphalt penetration ...... n Asphaltrestduen t s, �... �.. Portland Cement Concrete Pavement Fine Aggregate Sand Equivalent 0.3 s. ll tlrttedLima Gradattdp "+ 3 > Toughness inch pound~ mimmum 0.8 Tcn tcaty Inch=pounds Elastic Recovery. 25 °C, percent minimum 125 D cUht , 4 °G(S m/mi j cm, rriinimum ,,`, " S 1.v5 ) In subsection 105.03 (c). delete the seventh paragraph, including the table of the multiplier for price reductions, and replace with the following: If the P for aggregate gradation for Items 206, 304. or the gradation of hydrated Time for item 403 is 3 or greater the reduction will apply to the contract price multiplied by the Multipliers (M) listed in the following table: MULTIPLIER FOR PRICE REDUCTIONS FOR MISCELLANEOUS ITEMS Item Number -Name Element Multiplier (M) 006. Str"uctural Sdckfdl Grad iGnn ..,. _ N., ti�..�Qt:. , ., n ., 304-Aggregatc Basc Course Gradation 060 40311o[tNhxAtip{uilt.;q..'jo'Ii,Hvdrat'edLime-Gradttux",;,,,t 0:60',. m.a, * The P value for hydrated lime shall he applied to the price of the 1-IMA item when asphalt cement is not paid for separately. Limc gradation P values will not be combined with Pay Factors for other elements. IJ 0 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the requiredcontract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. 9 Provisions for liquidated damages are set forth in the Agreement. 0 12/03 Section 00100 Page 3 August 1 2005 I REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.21(i)2., second paragraph shall include the following: The CDOT modified version of AAA's Construction Industry Arbitration Rules shall be as follows: I August 1, 2005 2 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS CONSTRUCTION INDUSTRY ARBITRATION RULES of the AMERICAN ARBITRATION ASSOCIATION AS MODIFIED FOR USE WITH CDOT SPECIFICATION SUBSECTION 105.21 April 27,1997 Regular Track R-1 Agreement of Parties The parties shall have been deemed to have made these rules a part of their arbitration agreement whenever they have provided for arbitration by the American Arbitration Association (hereinafter AAA) or under its Construction Industry Arbitration Rules. These rules and any amendment of them shall apply in the form obtaining at the time the demand for arbitration or submission agreement is received by the AAA. R-2 Name of Tribunal Any tribunal constituted by the parties for the settlement of their dispute under these rules shall be called the Construction Industry Arbitration Tribunal. R-3 Administrator and Delegation of Duties When parties agree to arbitrate under these rules, or when they provide for arbitration by the AAA and an arbitration is initiated under these rules, they thereby authorize the AAA to administer the Arbitration. The authority and duties of the AAA are prescribed in the agreement of the parties and in these rules, and may be carried out through such of the AAA's representatives as it may direct. R-4 National Roster of Neutrals In cooperation with the National Construction Dispute Resolution Committee, the AAA shall establish and maintain a National Roster of Construction Neutrals and shall appoint arbitrators as provided in these rules. R-5 Regional Offices The AAA may, in its discretion, assign the administration of an arbitration to any of its regional offices. R-6 Initiation under an Arbitration Provision in a Contract Arbitration under an arbitration provision in a contract shall be initiated In the following manner'. The initiating party (hereinafter claimant) shall, within the time period specified in the contract(s), give written notice to the other party (hereinafter respondent) of its intention to arbitrate (demand), which notice shall contain a statement setting forth the nature of the dispute, the amount involved, if any, the remedy sought, and the hearing locale requested. R-9 Preliminary Matters Administrative Conference At the request of any party or at the discretion of the AAA, an administrative conference with the AAA and the parties and/or their representatives will be scheduled in appropriate cases to expedite the arbitration proceedings. Preliminary Hearing At the request of any party or at the discretion of the arbitrator or the AAA, a preliminary hearing with the parties and/or their representatives and the arbitrator may be scheduled by the arbitrator to specify the Issues to be resolved, to stipulate to uncontested facts, to establish a schedule for hearings, and to consider any other matters that will expedite the arbitration proceedings. With the consent of the parties, the AAA at any stage of the proceeding may arrange a mediation conference under the Construction Industry Mediation Rules. The mediation shall proceed in advance of the arbitration unless the parties agree otherwise. The mediator 70 August 1, 2005 3 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS shall not be an arbitrator appointed to the case, unless otherwise agreed by the parties. Where the parties to a pending arbitration agree to mediate under AAA's rules, no additional administrative fee is required to initiate the mediation. u R-10 Exchange of Information Consistent with the expedited nature of arbitration, the arbitrator may direct (1) the production of documents and other information, and (ii) the identification of any witnesses to be called. At least two business days prior to the hearing, the parties shall exchange copies of all exhibits they intend to submit at the hearing. The arbitrator is authorized to resolve any disputes concerning the exchange of information. R-12 Qualification of an Arbitrator Any arbitrator appointed pursuant to Section R-13, or selected by mutual choice of the parties or their appointees, shall be subject to disqualification for the reasons specified in Section R-19. If the parties specifically so agree in writing the arbitrator shall not be subject to " disqualification for those reasons. The term "arbitrator" In these rules refers to the arbitration Roster of Neutrals, whether composed of one or more arbitrators and whether the arbitrators are neutral or party appointed. R-13 Appointment from Roster If the parties have not appointed an arbitrator and have not provided any other method of appointment, the arbitrator shall be appointed in the following manner immediately after the filing of the submission, the AAA shall send simultaneously to each party to the dispute an identical list of names of persons chosen from the Roster of Neutrals. Each party to the dispute shall have ten days from the transmittal date in which to strike names objected to, number the remaining names in order of preference, and return the list to the AAA. In a single -arbitrator case, each party may strike three names on a peremptory basis. In a multi -arbitrator case, each party may strike five names on a peremptory basis. If a party does not return the list within the time ` specified, all persons named therein shall be deemed acceptable, From among the persons who have been approved on both lists, and in accordance with the designated order of mutual preference, the AAA shall invite the acceptance of an arbitrator to serve. If the parties fail to agree on any of the persons named, or if acceptable arbitrators are unable to act, or if for any other reason the appointment cannot be made from the submitted lists, the AAA shall have the power to make the appointment from among other members of the Roster of Neutrals without the submission of additional lists. R-18 Notice to Arbitrator of Appointment Notice of the appointment of the arbitrator, whether appointed mutually by the parties, or by the AAA, shall be sent to the arbitrator by the AAA, together with a copy of these rules, and the signed acceptance of the arbitrator shall be filed with the AAA prior to the opening of the first hearing. R-19 Disclosure and Challenge Procedure Any person appointed as arbitrator shall disclose to the AAA any circumstance likely to affect impartiality, including any bias or any financial or personal interest in the result of the arbitration or any past or present relationship with the parties or their representatives. Upon receipt of such information from the arbitrator or another source, the AAA shall communicate the information to the parties and, if it deems it appropriate to do so, to the arbitrator and others. Upon objection of a party to the continued service of an arbitrator, the AAA shall determine whether the arbitrator should be disqualified and shall inform the parties of its decision, which shall be conclusive. R-20 Vacancies If for any reason an arbitrator is unable to perform the duties of the office, the AAA may, on proof satisfactory to it, declare the office vacant. Vacancies shall be filled in accordance with the applicable provisions of these rules. In the event of a vacancy in a panel of arbitrators after the hearings have commenced, the remaining arbitrator or arbitrators may continue with the hearing, unless the parties agree otherwise. I August 1, 2005 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS R-21 Date, Time, and Place of Hearing The arbitrator shall set the date, time, and place for each hearing. The AAA shall send a notice of hearing to the parties at least ten days in advance of the hearing date: unless otherwise agreed by the parties. R-24 Interpreters Any party wishing an interpreter shall make all arrangements directly with the interpreter and shall assume the costs of the service R-25 Attendance at Hearings The arbitrator shall maintain the privacy of the hearings unless the law provides to the contrary. Any person having a direct interest in the arbitration is entitled to attend hearings. The arbitrator shall otherwise have the power to require the exclusion of any witness, other than a party or other essential person, during the testimony of any other witness. It shall be discretionary with the arbitrator to determine the propriety of the attendance of any other person. R-26 Postponements The arbitrator for good cause shown may postpone any hearing upon the request of a party or upon the agreements of all parties, or upon the arbitrator's own initiative. R-27 Oaths Before proceeding with the first hearing, each arbitrator may take an oath of office and, if required by law, shall do so. The arbitrator may require witnesses to testify under oath administered by any duly qualified person and, if it is required by law or requested by any party, shall do so. R-28 Majority Decision All decisions of the arbitrators must be by a majority. The recommendation must be made by a majority unless the concurrence of all is expressly required by the arbitration agreement or by law. R-29 Order of Proceedings and Communications with Arbitrator A hearing shall be opened by the filing of the oath of the arbitrator. The Claimant shall first present evidence to support its claim. The Respondent party shall then present evidence supporting its defense. Witnesses shall submit to questions or other examination. The arbitrator has the discretion to vary this procedure and shall afford a full and equal opportunity to all parties to be heard. Exhibits, when offered by either party, may be received in evidence by the arbitrator. The arbitrator shall control the proceedings with a view to expediting the resolution of the dispute. In order to expedite the proceedings the arbitrator may control the order of proof, bifurcate proceedings, exclude cumulative or irrelevant testimony or evidence, and direct the parties to focus the presentation of evidence on decisive issues. The arbitrator shall entertain motions, including motions that dispose of all or part of a claim, or that may expedite the proceedings. There shall be no direct communication between the parties and an arbitrator other than at the hearing, unless the parties and the arbitrator agree otherwise. Any other oral or written communication from the parties to the arbitrator shall be directed to the AAA for transmittal to the arbitrator. R-30 Arbitration in the Absence of a Party or Representative IC71 Unless the law provides to the contrary, the arbitration may proceed in the absence of any party or representative who, after due notice, C� fails to be present or fails to obtain a postponement. A recommendation shall not be made solely on the default of a party. The arbitrator shall require the party who is present to submit such evidence as the arbitrator may require for the making of a recommendation. August 1, 2005 5 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS R-31 Evidence and Claim Record CDOT will provide one copy of the claim record for each arbitrator and one copy for the AAA administrative staff. The parties may offer such evidence as is relevant and material to the dispute and shall produce such evidence as the arbitrator may deem necessary to an understanding of the dispute and recommendation. The arbitrator shall be the judge of the relevance and materiality of the evidence offered, and conformity to legal rules of evidence shall not be necessary. The arbitrator may request offers of proof, and may reject evidence deemed by the arbitrator to be cumulative, unreliable, unnecessary, or of slight value compared to the time and expense involved. All evidence shall be taken in the presence of all of the arbitrators and all of the parties, except where, 1) any of the parties Is absent, in default, or has waived the right to be present, or u 2) the parties and the arbitrators agree otherwise R-32 Evidence by Affidavit The arbitrator may receive and consider the evidence of witnesses by affidavit, but shall give it only such weight as the arbitrator deems it is entitled to after consideration of any objection made to its admission. R-33 Inspection or Investigation An arbitrator finding it necessary to make an inspection or investigation in connection with the arbitration shall advise the parties by notice transmitted at the hearing or through the AAA of the date and time. Any party who so desires may be present at such an inspection or investigation, — R-35 Closing of a Hearing When satisfied that the presentation of the parties is complete, the arbitrator shall declare the hearing closed. I ' R37 Waiver of Oral Hearing The parties may provide, by written agreement, for the waiver of oral hearings. If the parties agree to waive oral hearings after the appointment of the arbitrator, the consent of the arbitrator must be obtained. R-38 Waiver of Rules Any party who proceeds with the arbitration after knowledge that any provision or requirement of these rules has not been complied with and who fails to state an objection in writing shall be deemed to have waived the right to object. R-39 Extensions of Time The parties may modify any period of time by mutual agreement. The AAA or the arbitrator may, for good cause, extend any period of time established by these rules, except the time for making the recommendation. The AAA shall notify the parties of any extension. R-41 Time of Recommendation The recommendation shall be made promptly by the arbitrator and, unless otherwise agreed by the parties or specified by taw, no later than 30 days from the date of closing the hearing, or; if oral hearings have been waived, from the date of the AAA's transmittal of the final statements and proofs to the arbitrator. R-42 Form of Recommendation The recommendation shall be in writing and shall be signed by a majority of the arbitrators. The arbitrators shall provide a concise, written breakdown and explanation of the recommendation. If the arbitrators do not agree, the dissenting arbitrator shall also submit a written recommendation. u 4 August 1, 2D05 6 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS R-44 Modification of Recommendation Within twenty (20) days after the transmittal of a recommendation, any party, upon notice to the other parties, may request the arbitrator to correct any clerical, typographical, technical or computational errors in the recommendation. The arbitrator is not empowered to re- determine the merits of any claim already decided. The other parties shall be given ten (10) days to respond to the request. The arbitrator shall dispose of the request within twenty (20) days after transmittal by the AAA to the arbitrator of the request and any response thereto. If applicable law provides a different procedural time frame, that procedure shall be followed. R-46 Delivery of Recommendation to Parties Parties shall accept as legal delivery of the recommendation the placing of the recommendation or a true copy thereof in the mail addressed to a party or its representative at the last known address, personal service of the recommendation, or filing of the recommendation in any other manner that is permitted by law. R-47 Release of Documents for Judicial Proceedings The AAA shall, upon written request of a party, furnish to the party, at its expense, certified copies of any papers in the AAA's possession that may be required in judicial proceedings related to the arbitration. R-48 Applications to Court and Exclusion of Liability (a) No judicial proceeding by a party relating to the subject matter of the arbitration shall be deemed a waiver of the party's right to arbitrate. (b) Neither the AAA nor any arbitrator in a proceeding under these rules is a necessary party in judicial proceedings relating to the arbitration. (c) Neither the AAA nor any arbitrator shall be liable to any party for any act or omission in connection with any arbitration conducted under these rules. R-49 Administrative Fees As a not -for -profit organization, the AAA shall prescribe fling and other administrative fees and service charges to compensate it for the cost of providing administrative services. The fees in effect when the fee or charge is incurred shall be applicable. R-50 Expenses The expenses of witnesses for either side shall be paid by the party producing such witnesses. All other expenses of the arbitration, including required travel and other expenses of the arbitrator, AAA representatives, and any witness and the cost of any proof produced at the direct request of the arbitrator, shall be borne equally by the parties, unless they agree otherwise. R-51 Neutral Arbitrator's Compensation Arbitrators shall charge a rate consistent with the arbitrator's stated rate of compensation, beginning with the first day of hearing. If there is a disagreement concerning the terms of compensation, an appropriate rate will be established with the arbitrator by the Association and confirmed to the parties. Any arrangement for the compensation of a arbitrator shall be made through the AAA and not directly between the parties and the Oarbitrator. August 1, 2005 7 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS R-52 Deposits The AAA may require the parties to deposit in advance of any hearings such sums of money as it deems necessary to cover the expense of the arbitration, including the arbitrator's fee, if any, and shall render an accounting to the parties and return any unexpected balance at the conclusion of the case. R-53 Interpretation and Application of Rules The arbitrator shall interpret and apply these rules insofar as they relate to the arbitrator's powers and duties. When there is more than one arbitrator and a difference arises among them concerning the meaning or application of these rules, it shall be decided by a majority vote. If that is not possible, either an arbitrator or a party may refer the question to the AAA for final decision. All other rules shall be interpreted and applied by AAA. Administrative Fee Schedule The administrative fees of the AAA are based on the amount of the claim, Arbitrator compensation is not included in this schedule. Filing Fee A nonrefundable fling fee is payable in full when a claim is filed. The fee will be paid by CDOT and one half will be charged to the contractor by them. The filing fee rate schedule is as follows: Amount of Claim Filing Fee Hearing Fee Postponement Fee $20,000 to $50,000 $750 $150 $150 Above $50,000 to $100,000 $1,250 $150 $150 Above $100,000 to $250,000 $2.000 $150 $150 Above $250,000 to $500,000 $3,500 $250 $250 Above $500,000 to $1.000,000 $5,000 $250 $250 Above $1,000,000 to $5,000,000 $7,000 $250 $250 As indicated above, when no amount can be stated at the time of filing, the minimum fling fee is $2,000, subject to change when the claim is disclosed. For any case having three or more arbitrator's, the minimum fling fee is $2,000, the hearing fee is $250 per party, and postponement fee is $250. The administrative fee for claims in excess of $5,000,000 will be negotiated. When a claim is not for a monetary amount, an appropriate filing fee will be determined by the AAA. Postponement/Cancellation Fees The postponement fees indicated above are payable by the party causing a postponement or cancellation of any schedule hearing. Hearing Room Rental The Hearing Fees described above do not cover the rental of hearing rooms, which are available on a rental basis. Check with the administrator for availability and rates. August 1, 2005 N I -I- REVISION OF SECTION 105 VIOLATION OF WORKING TIME LIMITATION Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.03 shah include the following: If there is a violation of the working time limitations for traffic control as set forth in the special provisions, a written notice to stop work will be imposed on the Contractor at the start of the next working day. Work shall not resume until the Contractor assures the Engineer, in writing, that there will not be a reoccurrence of the working time violation. If more violations take place, the Engineer will notify the Contractor in writing that there will be a price reduction charge for each incident in accordance with this specification. This incident price reduction charge will be deducted from any money due the Contractor. This price reduction will not be considered it penalty but will be a price reduction for failure to perform traffic control in compliance with the Contract. An incident is any violation up to 30 minutes in duration. Each 30 minutes or increment thereof will be considered as an incident. A price reduction will he assessed for each successive or cumulative 30 minute period in violation of the working time limitations, as determined by the Engineer. The price reduction for each incident will increase at a progressive rate starting with $150 for the second incident and increasing to $1200 for the fifth and subsequent incidents in accordance with the following schedule. A 15 minute grace period will be allowed at the beginning of the second incident on the project before the price reduction is applied. This 15 minute grace period applies only to the second incident. The number of incident charges will be accumulative throughout the duration of the Contract. PRICE REDUCTION SCHEDULE Incident Incident Rate Total Price Reduction Notice:to Stop Work ---- $150 $150 3r1 300 450 41" 600 1,050 51[' 1:200 2,250 61" 1,200 3A50 Etc. 1,200 4;650 Etc. Etc. I IJ June 29,2006 REVISION OF SECTION 106 CERTIFICATES OF COMPLIANCE AND CERTIFIED TEST REPORTS Section 106 of the Standard Specifications is hereby revised for this project as follows: In subsection 106.12 delete item (I I) of the list following the first paragraph and replace with the following: (I I)The following certification, signed by a person having legal authority to act for the Contractor: 1 hereby certify under penalty of perjury that the material listed in this Certificate of Compliance represents (quantity and units) of pay item (pay item number and Description) that will be installed on project number Contractor Date In subsection 106.12. delete the second paragraph and replace with the following: The original Certificate of Compliance shall include the Contractor's original signature as directed above, and the original signature (including corporate title), under penalty of perjury, of a person having legal authority to act for the manufacturer. It shall state that the product or assembly to be incorporated into the project has been sampled and tested, and the samples have passed all specified tests. One copy or facsimile of the fully signed Certificate of Compliance shall be furnished to the Engineer prior to installation of material. The original shall be provided to the Emgincer before payment for the represented item will be made. Failure to comply may result in delays to the l project or rejection of the materials. w In subsection 106.13. delete item (1 1) of the list following the first paragraph and replace with the following: (11)The following certification, signed by -a person having legal authority to act for the Contractor: 1 hereby certify under penalty of perjury that the material listed in this Certified Test Report V represents (quantity and units) of pay item (pay item number and Description) that will be installed on project number Contractor Date W In subsection 106.13. delete the second paragraph and replace with the following: The onginal Certified Test Report shall include the Contractor's original signature as directed ahove, and the original signature (including corporate title), under penalty of perjury, of a person having legal authority to act for the manufacturer or the independent testing laboratory. It shall state that the test results show that the product or assembly to he incorporated into the project has been sampled and tested, and the samples have passed all specified tests. One copy or facsimile of the fully signed Certified Test Report shall he furnished to the Engineer prior to installation of material. The original shall be provided to the Engineer before payment for the represented item will be made. Failure to comply may result in delays to the project or rejection of the materials. ,�", I 11 June 7, 2007 1 REVISION OF SECTIONS 106 AND 601 CONCRETE SAMPLING AND PUMPING Sections 106 and 601 of the Standard Specifications are hereby revised for this project as follows: In subsection 106.03, delete the fifth paragraph and replace with the following: Samples will be taken by the Department except that the Contractor shall take samples of Portland Cement Concrete in accordance with CP 61: samples of asphalt cement, in accordance with AASHTO T 40; hot mix asphalt, in accordance with CP 41 and a composite of aggregates for hot bituminous mixtures, in accordance with CP 30. The Engineer will determine the sampling locations, and the samples shall be taken in the presence of the Engineer. The Contractor may retain a split of each sample. Delete subsection 601.08 and replace with the following: 601.08 Air Content Adjustment. When a batch of concrete delivered to the project does not conform to the minimum specified air content, an air entraining admixture conforming to subsection 711.02 may be added in accordance with subsection 601.17. After the admixture is added, the concrete shall be re- mixed for a minimum of 20 revolutions of the mixer drum at mixing speed. The concrete will then be re- tested by OC. Subsection 601 12(d) shall include the following: The Contractor shall not use pipes, chutes, troughs, spouts, or tremies that are fabricated of aluminum materials for pumping, conveying, or placing concrete. Subsection 601.12(g) shall include the following: When concrete is placed by pumping, the pumping equipment shall be thoroughly cleaned prior to concrete placement. Excess form release agent shall be removed from the hopper. The pump shall be primed at the Contractor's expense by pumping and discarding enough concrete to produce a uniform mix exiting the pump. At least 0.25 cubic yard of concrete shall be pumped and discarded to prime the pump. Water shall not be added directly into the concrete pump hopper after placement has commenced. If water is added to the concrete pump hopper, all concrete in the concrete pump hopper and the line shall be discarded and the pump re -primed at the Contractor's expense. The pump operator shall have a valid operator's certification from the American Concrete Pumping Association. Boom pumps shall have a current Concrete Pump Manufacturers Association's CPMA27- 2000 certification. Equipment added to the pump shall meet the pump manufacturer's specifications. The Contractor shall submit the specifications of the pumping equipment and the qualifications of the operator to the Engineer for review at least two weeks prior to pumping concrete. Equipment and LE operators rejected by the Engineer shall be replaced at the Contractor's expense. The pump shall be operated so that a continuous stream of concrete is produced. The pump equipment shall use a minimum of one of the following to maintain concrete uniformity: (1) A 360 degree loop immediately prior to the delivery end of the pump line. (2) A minimum one inch reducer installed at the entry to the delivery hose. (3) A minimum one inch reducing delivery hose. (4) A cable attached to the pump boom creating a minimum 90 degree bend in the steel braded flexible hose. The point of discharge from the flexible hose at the end of the boom shall be at or above the lowest point of the bend. (5) On horizontal pours a 10-foot minimum horizontal delivery system placed on the deck. (6) Other approved methods. 44 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment` described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a" substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such"'! acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in 7 the General Conditions which may be supplemented in the General e Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents I v 10.2. If OWNER or Engineer after due investigation has reasonablei objection to any proposed Subcontractor, either may, before the Notice of L Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparenti, successful Bidder declines to make any substitution, OWNER may award the L contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, 1 other persons or organization listed and to whom OWNER or Engineer does) not make written objection prior to the giving of the Notice of Award" will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in_ '7I the General Conditions. �- 10.3. CONTRACTOR shall not be required to employ any subcontractor, 1 supplier or other persons or organizations against whom he has reasonableL� objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Sid Form is bound in the Contract Documents which " may be retained by the Bidder. A separate unbound copy is enclosed for _ submission with the Bid. v 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of'.r sums. lL P'1 12/03 Section 00100 Page 4 L u June 7, 2007 w 2 REVISION OF SECTIONS 106 AND 601 CONCRETE SAMPLING AND PUMPING Metal pump lines or couplings shall not rest directly on epoxy coated reinforcing steel. The point of discharge of the pump shall be as close to the bridge deck elevation as possible. Subsection 601.17 shall include the following: The Contractor shall sample 601 pay items for both OC and CA in accordance with CP 61. The Engineer will witness the sampling and take possession of the CA samples at a mutually agreed upon location. Delete subsection 601.17(a) and replace with the following: (a) Air Content. The first three batches at the beginning of production shall be tested by OC and OA for air content. When air content is below the specified limit, it may be adjusted in accordance with subsection 601.08. Successive batches shall be tested by OC and witnessed by the Engineer until three consecutive batches are within specified limits. After the first three batches, CDOT will follow the random minimum testing schedule. Air content shall not be adjusted after a OA test. i At any time during the placement of the concrete, when a OA test on a batch deviates from the _ minimum or maximum percent of total air content specified, the following procedure will be used to analyze the acceptability of the concrete. I. A batch that deviates from the specified air content by more than 1 percent and all Class D, DT, HT and H concrete placed in bridge decks with air content exceeding 8 percent will be rejected. Portions of loads incorporated into structures prior to determining test results which indicate rejection as the correct course of action shall be subject to acceptance at reduced price, no payment, or removal as determined by the Engineer. 2. A batch that deviates from the specified air content by 1 percent or less may be accepted at a reduced price using Table 601-3. w y I August 1, 2005 U REVISION OF SECTION 107 PROJECT SAFETY PLANNING Section 107 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 107.06 and replace with the following: 107.06. Safety, Health, and Sanitation Provisions. (a) Contractor Responsibilities. The Contractor shall ensure compliance with applicable Federal, State, and local laws, rules, regulations, and guidelines governing safety, health and sanitation, including but not limited to the Project Safety Management Plan (Plan) described below, the Occupational Safety and Health Act, 29 CFR 1910, 29 CFR 1926, Mine Safety and Health Administration (MSHA), Title 30 CFR, the "Colorado Work Zone Best Practices Safety Guide", national consensus standards, and the Drug -Free Workplace Act (Public Law 100-690 Title V, subtitle D, 41 USC 701 et sec.). The Contractor shall provide all safeguards, safety devices, and protective equipment, and shall take all other actions necessary to protect the life, safety and health of persons working at or visiting the project site, and of the public and property in connection with the performance of the work covered by the Contract. In the case of conflicting requirements, the more stringent of the requirements shall apply. The Contractor shall require that all operations and work practices by Contractor, subcontractors, suppliers, and Department personnel comply with the provisions of the Plan. (b) Safety Officer. Prior to the start of construction, the Contractor shall designate a Safety Officer and an alternate, who shall be responsible for the coordination of safety activities, and preparation and implementation of the Plan. (c) Competent Persons. Prior to the start of construction, the Contractor shall designate at least one competent person for each of the construction activities being completed. Construction activities and safety considerations that must be addressed shall include, but are not limited to: lead abatement, hearing protection, respiratory protection, rigging, assured grounding, scaffolding, fall protection, cranes, trenching and excavating, steel erection, underground construction (including caissons and cofferdams), demolition, blasting and the use of explosives, stairways and ladders, asbestos, and confined space. The appropriate competent person=_, shall be present on the project site at all times during construction activities. A competent person is an individual who, by way of training, experience, or combination thereof, is knowledgeable of applicable standards, is capable of identifying existing and predictable workplace hazards relating to a specific construction activity, is designated by the employer, and has authority to take appropriate actions. (d) Project Safety Management Plan. Prior to the start of construction, the Contractor shall prepare a written Project Safety Management Plan (Plan) which shall be specific to the project. The Plan shall include: (1) Designation of a Safety Officer and an alternate, and competent persons for each construction activity as described above. (2) A list of all significant and/or high -risk construction activities and safety considerations as described above, and a hazard assessment for each. (3) Direction as'lo whether engineering, administrative, personal protection measures, training, or a combination thereof, shall be implemented to address the hazards identified in (2) above. (4) Provisions for field safety meetings. The Contractor shall conduct field safety meetings at the �j frequency specified in the Plan, once per week at a minimum. The Contractor shall encourage participation by all persons working at the project site. Participants at these meetings shall discuss specific construction activities for that work period, results from safety inspections, required personal protective equipment, and all other necessary safety precautions. (5) Provisions for project safety meetings. The Contractor shall conduct project safety meetings to discuss accidents, incidents, safety goals, near misses, and results of safety inspections. The Contractor shall notify the Engineer of the time, date, and location of these meetings, shall require participation by all persons (including Department personnel) working at the project site, and shall track attendance through sign-up lists. (6) Procedures for assuring compliance by subcontractors, suppliers, and authorized visitors to the project. In addition, the Plan shall specify the measures that will be taken to discourage unauthorized personnel from entering the site. August 1, 2005 (7) (8) (9) (10) 2 REVISION OF SECTION 107 PROJECT SAFETY PLANNING Procedures to be followed in cases where workers are suspected of drug or alcohol impairment. Provisions for project safety inspections. The Contractor shall conduct regular project safety inspections at the frequency specified in the Plan, once per month at a minimum. The Contractor shall maintain documentation on the project site, including the date of these inspections, the findings, and the corrective measures taken to address the findings. Procedures to be followed to correct violations of the Plan by any personnel. The notification, investigation, and implementation procedures that the Contractor shall follow in the case of a safety stand down. The Contractor's certification as follows: By authorized signature below, (Contractor name), hereinafter referred to as 'the Contractor', hereby certifies that this Project Safety Management Plan (Plan) complies with and meets applicable Federal, State, and local laws, rules, regulations and guidelines governing safety, health and sanitation, including but not limited to the Occupational Safety and Health Act, 29 CFR 1910, 29 CFR 1926, Mine Safety and Health Administration (MSHA), Title 30 CFR, the "Colorado Work Zone Best Practices Safety Guide", national consensus standards, and the Drug -Free Workplace Act (Public Law 100-690 Title V, subtitle D, 41 USC 701 of sec.). All operations and work practices of the Contractor will comply with this Plan. The Contractor requires that all subcontractors, suppliers and Department personnel comply with this Plan. re of Contractor's Safety Officer or alternate) Title Date The Contractor shall submit the Plan to the Engineer for the project records, and shall provide updates to the Plan as necessary. An up-to-date copy of the Plan shall be on the project site in the Contractor's possession at all times. (e) Project Safety & Health Requirements. All personnel on the project site shall wear the following personal protective equipment (PPE) at all times when in the State Highway Right of Way, except when in their vehicles: (1) Head protection and high visibility apparel, reflectorized for night use, and footwear, all of which shall comply with the latest appropriate national consensus standards. (2) All other PPE that is stipulated by the Plan. All PPE shall comply with the latest appropriate national consensus standards. (f) Safety Stand -Down. The Engineer may immediately suspend all or part of any work in the case of an acciden (including property damage), or catastrophe (three or more persons hospitalized in a single incident), or other situation presenting an imminent danger to life or health, such as a near miss, violation of the Plan, and/or presence of a hazardous situation. In the case of a worksite fatality directly related to the Contractor's or any subcontractor's work operations, the safety stand -down shall be mandatory. In the case of a traffic fatality unrelated to a work -zone incident in the opinion of the Engineer, the safety stand -down will not be mandatory. During any mandatory safety stand -down due to a fatality, all work on the project shall cease, except that work deemed necessary by the Engineer to immediately correct unsafe conditions. The Contractor shall be allowed to resume operations only after providing documentation, certified by the Safety Officer or alternate, regarding the corrective actions taken to prevent recurrence. The Contractor may be granted a non compensable, excusable delay, up to three days, for the period of time during which no work was pursued due to each safety stand -down. I August 1, 2005 3 REVISION OF SECTION 107 PROJECT SAFETY PLANNING (g) Regulatory Enforcement Actions. The Contractor shall provide written notifications of all Regulatory agency actions relating to safety to the Engineer. All costs associated with the preparation and implementation of the Plan, and complying with all safety, health, and sanitation provisions and requirements will not be measured and paid for separately, but shall be included in the work. 11 August 1, 2005 1 REVISION OF SECTION 107 RESPONSIBILITY FOR DAMAGE CLAIMS, INSURANCE TYPES AND COVERAGE LIMITS Section 107 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 107.15 and replace with the following: 77 107.15 Responsibility for Damage Claims, Insurance Types and Coverage Limits. The Contractor shall u indemnify and save harmless the Department, its officers, and employees, from suits, actions, or claims of any type or character brought because of any and all injuries or damage received or sustained by any person, persons, or property on account of the operations of the Contractor; or failure to comply with the provisions of the Contract: or on account of or in consequence of neglect of the Contractor in safeguarding the work; or through " use of unacceptable materials in constructing the work; or because of any act or omission, neglect, or misconduct of the Contractor; or because of any claims or amounts recovered from any infringements of patent, trademark, or copyright, unless the design, device, material or process involved is specifically required by the Contract; or from any claims or amounts arising or recovered under the Worker's Compensation Act, or other law, ordinance, order, or decree. The Department may retain as much of any moneys due the Contractor under any Contract as may be determined by the Department to be in the public interest. (a) The Contractor shall obtain, and maintain at all times during the term of this Contract, insurance in the following kinds and amounts: �. (1) Workers' Compensation Insurance as required by state statute, and Employer's Liability Insurance _ covering all of Contractor's employees acting within the course and scope of their employment. (2) Commercial General Liability Insurance written on ISO occurrence form CG 00 01 10/93 or equivalent, covering premises operations, fire damage, independent Contractors, products and completed operations, blanket contractual liability, personal injury, and advertising liability with minimum limits as follows: `J (i) $1,000,000 each occurrence; (ii) $2,000,OOO general aggregate, (iii) $2,000,000 products and completed operations aggregate; and (iv) $50,000 any one fire. (v) Completed Operations coverage shall be provided for a minimum period of one year following final acceptance of work. If any aggregate limit is reduced below $1,000,000 because of claims made or paid, the Contractor shall immediately obtain additional insurance to restore the full aggregate limit and furnish to CDOT a certificate or other document satisfactory to CDOT showing compliance with this provision. (3) Automobile Liability Insurance covering any auto (including owned, hired and non -owned autos) with a minimum limit as follows: $1,000,000 each accident combined single limit. '--' (4) Professional liability insurance with minimum limits of liability of not less than $1,000,000 Each Claim and $1,000,000 Annual Aggregate for both the Contractor or any subcontractors when: (i) Contract items 625, 629, or both are included in the Contract (ii) Plans, specifications, and submittals are required to be signed and sealed by the Contractor's Professional Engineer, including but not limited to: (A) Shop drawings and working drawings as described in subsection 105.02 (B) Mix Designs ,y t U August 1, 2005 2 REVISION OF SECTION 107 RESPONSIBILITY FOR DAMAGE CLAIMS, INSURANCE TYPES AND COVERAGE LIMITS (C) Contractor performed design work as required by the plans and specifications (D) Change Orders (E) Approved Value Engineering Change Proposals (iii) The Contractor and any included subcontractor shall renew and maintain Professional Liability Insurance as outlined above for a minimum of one year following final acceptance of work. (5) Umbrella or Excess Liability Insurance with minimum limits of $1,000,000, This policy shall become primary (drop clown) in the event the primary Liability Policy limits are impaired or exhausted. The Policy shall be written on an Occurrence form and shall be following form of the primary. The following form Excess Liability shall include CDOT as an additional insured. (b) CDOT shall be named as additional insured on the Commercial General Liability and Automobile Liability Insurance policies. Completed operations additional insured coverage shall be on endorsements CG 2010 11/85, CG 2037, or equivalent. Coverage required of the contract will be primary over any insurance or self- insurance program carried by the State of Colorado. (c) The Insurance shall include provisions preventing cancellation or non -renewal without at least 30 days prior notice to CDOT by certified mail. (d) The Contractor will require all insurance policies in any way related to the contract and secured and maintained by the Contractor to include clauses stating that each carrier will waive all rights of recovery, under subrogation or otherwise, against CDOT, its agencies, institutions, organizations, officers, agents, employees and volunteers. (e) All policies evidencing the insurance coverages required hereunder shall be issued by insurance companies satisfactory to CDOT. (f) The Contractor shall provide certificates showing insurance coverage required by this contract to CDOT prior to execution of the contract. No later than 15 days prior to the expiration date of any such coverage, the Contractor shall deliver CDOT certificates of insurance evidencing renewals thereof. At any time during the term of this contract, CDOT may request in writing, and the Contractor shall thereupon within ten days supply to CDOT, evidence satisfactory to CDOT of compliance with the provisions of this section. (g) Notwithstanding subsection 107.15(a), if the Contractor is a "public entity" within the meaning of the Colorado Governmental Immunity Act CRS 24-10-101, et seq., as amended ("Act'), the Contractor shall at all times during the term of this contract maintain only such liability insurance, by commercial policy or self-insurance, as is necessary to meet its liabilities under the Act. Upon request by CDOT, the Contractor shall show proof of such insurance satisfactory to CDOT. Public entity Contractors are not required to name CDOT as an Additional Insured. (h) When the Contractor requires a subcontractor to obtain insurance coverage, the types and minimum limits of this coverage may be different than those required, as stated above, for the Contractor, except for the Commercial General Liability Additional Insured endorsement and those that qualify as needing Professional Liability Insurance. I April 12, 2007 REVISION OF SECTION 107 TON -MILE TAX Section 107 of the Standard Specifications is hereby revised for this project as follows: In subsection 107.02, delete the third paragraph. iI October 11, 2006 11 REVISION OF SECTION 108 PAYMENT SCHEDULE Section 108 of the Standard Specifications is hereby revised for this project as follows: Add subsection 108.031, immediately following subsection 108.03, which shall include the following: 108.031 Payment Schedule. The Contractor shall prepare a payment schedule which shall show the dollar amount of work the Contractor expects to complete by the progress estimate date each month for the duration of construction. The schedule shall cover the period from the commencement of work to the expected completion date as shown on the Contractor's progress schedule. The payment schedule may he prepared using standard spreadsheet software such as MS Excel and submitted in electronic format. A sample MS Excel format is available from the Engineer. (a) Initial Pavment Schedule. The Contractor shall submit the initial payment schedule at the preconstruction conference. The payment schedule shall consist of two parts: ( I ) it tabulation, and (2) a bar chart. 1. Part 1. Part I shall be a tabulation which shows: (1) the salient features listed in the Contractor's progress schedule (2) the dollar amount of work in each salient feature expected to be completed by each month's progress estimate date (3) the dollar amount of all other work not included in the salient features expected to be completed by each month's progress estimate date (4) the total dollar amount of work expected to he completed by each month's progress estimate date The amounts shown shall include planned force account work and expected incentive payments. 2. Part 2. Part 2 shall be a bar chart which shows the expected total dollar amount of work to be completed by each month's progress estimate date. (b) Pavment Schedule Updates. Once each month the Contractor shall submit a payment schedule update to the Engineer. The schedule update shall be in the same two part format as the initial schedule and shall be submitted to the Engineer by the first day of each month. In each payment schedule update, estimated monthly dollar amounts shall be revised to match actual progress payments made to the Contractor to date. Each payment schedule update shall show corrected dollar amounts of work to be completed each month through the expected completion date as shown on the Contractor's progress schedule. (c) Failure to Submit Pavment Schedule. If the Contractor fails to submit the initial payment schedule or a payment schedule update by the required date, the Engineer will withhold further progress payments until such time as the Contractor has submitted a current payment schedule. C November 30. 2006 I REVISION OF SECTION 109 FUEL COST ADJUSTMENT Section 109 of the Standard Specifications is hereby revised for this project as follows: Subsection 109.06 shall include the following: (h) Fuel Cost Adjustments. Contract price adjustments will be made to reflect increases or decreases in the prices of gasoline, diesel and other fuels from those in effect during the month in which bids were received for the Contract. When bidding, the Contractor shall specify on the Form 85 whether the price adjustment will apply to the Contract. After bids are submitted, the Contractor will not he given any other opportunity to accept or reject this adjustment. If the Contractor fails to indicate.a choice on the Form 85. the price adjustment will not apply to the Contract. If the fuel cost adjustment is accepted by the Contractor, the adjustment will be made in accordance with the following criteria: I. Price adjustments will be based on the fuel price index established by the Department on the first working day of each month. The index will be the rate posted by the Oil Price Information Service (OPIS) on the first working day of the month for Denver No. 2 Diesel. The rate used will be the OPIS Average taken from the OPTS Standard Rack table for Ultra -Low Sul/iu- w/Luhricim Gross Prices (ULS column), expressed in dollars per gallon and rounded to two decimal places. 2. Price adjustments will be paid on a monthly basis with the following conditions: A. Payment will be based on the pay quantities on the monthly partial pay estimate for the following Pay items for which fuel factors have been established: Item Fuel Factor (FF) 202-Removalof Asphalt Mat (Planing) , 0.006=Gal/SY/Incb.deptli , 203-Excavation (muck. unclassified), Embankment. Borrow, 0.29 Gal/CY 203-Excavation (rock) 0.39 Gal/CY 206-Structure Excavation and Backfill applies only to 029 Gal/CY quantities paid for by separate bid item: no adjustment will be made for pay items that include structure excavation & backfill, such as RCP(CIP)J 304-Aggregate°Base-Comse:(if ABC is paid tor.by-the CY) (if' ' 0.85 Gal/Cy ,ABC'is pdid`for=by thcton, convert,to CYiby multiplying the ,quantity intons by 0.557) 307-Lime Treated SubLradc 0.12 Gal/SY 310-Pull DepthtReclamation :0.06Gal/SY 403-1-lot Mix Asphalt (I-IMA) 2.47 Gal/Ton 403-Stone Mastic Asphalt 2.47 Gal/Ton 405-Heating and Scarifying Treatment 0.44 Gal/SY 406-Cold!Bitummous-Pavement Recycle O.01 Gal/SY/In6h depth 412-Portland Cement Concrete Pavement 0.03 Gal/SY/Inch thickness A price adjustment will be made only when the current fuel price index varies by more than 5 percent from the price index at the time of bid, and only for that portion of the variance in excess of 5 percent. Price adjustments may be either positive or negative dollar amounts. C. No fuel price adjustments will he made for any partial estimate falling wholly after the expiration of contract time. R November 30, 2006 I REVISION OF SECTION 109 FUEL COST ADJUSTMENT D. Adjustment formula: EP greater than BP: FA = (EP — 1.05 BP)(Q)(FF) EP less than BP: FA = (EP — 0.95 BP)(Q)(FF) Where: BP = Fuel price index for the month in which bids are opened O EP = Fuel pace index for the month in which the partial estimate pay period ends FA = Adjustment for fuel costs in dollars FF = Fuel usage factor for the pay item Q = Pav quantinJbr the pav item on the monthly partial pal, estlntate Note: When the)- pap item is hared on urea, and the rate o/,fuel use varies with thickness, Q should he determined bt multiph,utg the area by the thickness. For exumplc:.fur 1000 square Yards of 8-inch con;:rete pavement Q should be R000. E. No adjustment will be allowed for the quantity of any item that is left in place at no pay. The fuel cost adjustment will he the sum of the individual adjustments for each of the pay items shown. No adjustment will be made for fuel costs on items other than those shown. The factors shown are aggregate adjustments for all types of fuels used, including but not limited to gasoline, diesel, propane, and burner fuel. No additional adjustments will be made for any type of fuel. Fuel cost adjustments resulting in an increased payment to the Contractor will be paid for under the planned force account item: Fuel Cost Adjustment. Fuel cost adjustments resulting in a decreased payment to the Contractor will be deducted from monies owed the Contractor. 111 11 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate �9 name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the t official address of the partnership must be shown below the signature. 11.5. Bids by joint joint venture or by venture shall be signed by an authorized agent of each each participant in the participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. -Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 9 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and 12/03 Section 00100 Page 5 u August I, 2005 REVISION OF SECTION 109 MEASUREMENT OF QUANTITIES Section 109 of the Standard Specifications is hereby revised for this project as follows: In subsection 109.0I. following paragraph 15. add the following: The Engineer will randomly verify the accuracy of the certified weigher on every project ' here the weights are manually entered on the scale ticket. This verification will consist of at least one comparison check on the project. Additional verification checks may be required as determined by the Engineer. The Engineer will randomly select a loaded truck after the truck has been issued a scale ticket by the certified weigher. The loaded truck will then be rcweighed, in the presence of the Enginccr, on the same scale and the wcight compared with the weight on the scale ticket. Reweighed loads shall be within the tolerance of 200 pounds plus or minus. The Engineer will also verify the accuracy of computerized scales. Computerized scales are scales that automatically print weights on the scale ticket_ This verification will consist of at least one comparison check when the project requires more than 2500 tons of material to be weighed. This comparison check shall be made by reweighing a loaded vehicle. The Contractor shall either provide a second certified scale or select a second L certified scale in the vicinity to be used for the comparison check. Comparison checks shall be performed using the following procedures: (1) Hopper Scale. A loaded truck will be randomly selected by the Engineer. The loaded truck shall he weighed on a certified platform scale to record the gross weight. The truck shall be unloaded and weighed again on the same scale to record the tare weight The tare weight shall be subtracted from the gross weight and compared against the net weight recorded on the scale ticket. (2) Platform Scales. A loaded truck will be randomly selected by the Engineer. The loaded truck shall be reweighed on a second certified scale and the gross weight shall be compared against the gross weight on the •— first scale ticket. Should a comparison check reveal a wcight difference of more than one percent, a second comparison check shall be performed immediately. If the weight differences of both comparison checks exceed the one percent limit the Contractor shall immediately stop weighing and the scale shall he recertified and resealed at the Contractor's expense. The necessary adjusunents as indicated by the recertification will be made to all scale tickets issued since the last certification or on the entire project, whichever occurred later, unless the Contractor demonstrates to the satisfaction of the Enginccr that the defect in the scale was present for a lesser period of time. Lj If it is necessary to recertify a scale, and more than 2-500 tons of material remain to be weighed, another scale comparison check shall be made. All comparison checks shall be made at the Contractor's expense. O April 7, 2006 REVISION OF SECTION 203 EMBANKMENT Section 203 of the Standard Specifications is hereby revised for this project as follows: Subsection 203.03 (a) shall include the following: Embankment imported onto the project will be tested for water soluble sulfates using CP-L 2103 Method B. The average of three consecutive tests shall not have sulfate content greater than that specified in the plans. No single test shall have a sulfate content greater than 20 percent of that specified in the plans. A single failing test shall have the remaining sample split into four equal portions. CDOT Region Lab shall receive one portion, the Contractor shall receive one portion and the remaining two portions shall go to the CDOT Central lab. The CDOT Region Lab, CDOT Central Lab and the Contractor's Lab shall retest the sample. If the results from the three Labs are within 10 percent of each other, the results will be averaged. The averaged result will be used for Contract compliance. If the results from the Labs are not within 10 percent of each other, the remaining split sample will be sent to an independent laboratory for testing using CP-L 2103, The independent laboratory will be mutually agreed upon by the Department and the Contractor. The Independent Lab's test result will be used for Contract compliance. If the water soluble sulfate content is less than that specified on the plans, CDOT will bear all costs associated with the independent lab test. If the soluble sulfate content is greater than that specified on the plans, all costs associated with independent lab testing shall be at the Contractor's expense. Embankment represented by failing tests shall be removed from the project and replaced at the Contractor's expense. C I I'fie Quality Assurance Schedule contained in the 2000 Field Materials Manual shall include the following: Colorado Department of Transportation Frequency Guide Schedule for Minimum Materials Sampling, Testing, and Inspection PAY ITEM TYPE OF TEST PROJECT VERIFICATION SAMPLING & TESTING PROCEDURES REMARKS POINT OF VERIFICATION FOR QUALITY Central Lab PROJECT RIFICATION PaaEcr VERIFICATION TEST SAMPLE FREQUENCY SAMPLING DETERMINATION FREQUENCY SIZE 203 - BORROW PIT 1 per 2000 cu yds it 500 m') or CP 30 CP-L 2103 From uncompacted lift t water-soluble 5 Ibs per soil fraction thereof. minimL IN of or stockpile Sulfate test. type. WATER-SOLUBLE t per source SULFATE Note: Tests can be performed in the field or by the Region Lab if adequate facilities and equipment are available I November 30, 2006 I n REVISION OF SECTION 208 SILT BERM Section 208 of the Standard Specifications is hereby revised for this project as follows: Subsection 208.01 shall include the following: This work includes the installation of a silt berm, to reduce erosion in temporary ditches, permanent ditches, and borrow ditches as shown on the plans. In subsection 208,02, delete (e) and replace with the following: (e) Silt Berm. Silt berm shall consist of an ultraviolet (UV) stabilized high -density polyethylene, shall be triangular in shape and shall have the following dimensions: Width 6-11 inches to Height ;Nd; gnu: 6 t01nCf@5 e �i Weight 0.3 1.4 Ibs /sq ft Percent Open F1rea., � , l'' N,._{a' In subsection 208.05, delete (g) and replace with the following: (g) Silt Berm. Prior to installation of silt berms, the Contractor shall prepare the surface of the areas in which the berms are to be installed such that are they free of materials greater than 2 inches in diameter and are suitably smooth for the installation of the silt berms, as approved. Berms shalt be secured with 10 to12 inch x 0.375-inch diameter (minimum) spikes. A minimum one spike per foot shall be installed on both sides of each berm and in accordance with manufacturer's recommendations. The Contractor shall install the berm in a manner that will prevent water from going around or under the silt berm. If silt berms are installed in combination with soil retention blanket, then the silt berms shall be installed on top of installed blanket. Subsection 208.07 shall include the following: Silt berms will be measured by the actual number of linear feet of berm that is installed and accepted. Subsection 208.08 shall include the following: Pay Item Pay Unit Silt Berm Linear Foot Spikes will not be measured and paid for separately, but shall be included in the work. When required, soil retention blankets will be measured and paid for in accordance with Section 216. April 12, 2067 REVISION OF SECTION 212 SEEDING SEASONS Section 212 of the Standard Specifications is herby revised for this project as follows: In subsection 212.03 delete the seeding seasons table and replace it with the following: Zone Areas other than the Western 6000' to 7000' Spring thaw to June I September) until consistent ground freeze 7000 Co,8000 '+ Spring thawA6 Jul} 75 August 1 hutd 4cor sntent M. ,,Found freeze; Above 8000' Sprim+ thaw to consistent 2Tound freeze Western Slope Below6000 : Sprin—thaH%to`May 1' Autuu luntiliconsnten �' �rountl freeze; 6000' to 7000' Spring thaw to June I September I until consistent LTound freeze io K REVISION OF SECTION 401 LONGITUDINAL JOINTS Section 401 of the Standard Specifications is hereby revised for this project as follows: In subsection 401.17, delete the fifth paragraph and replace with the following: October 13, 2005 The Contractor shall obtain one 6-inch diameter core at a random location within each longitudinal joint sampling section for determination of the joint density. The Contractor shall mark and drill the cores at the location directed by the Engineer and in the presence of the Engineer. The Engineer will take possession of the cores for testing. The Contractor may take additional cores at the expense of the Contractor. Coring locations shall be centered on the visible line where the joint between the two adjacent lifts abut at the surface. The center of all joint cores shall be within ± 1 inch of this visible joint line. Core holes shall be repaired by the Contractor using materials and methods approved by the Engineer. QC and QA joint coring shall be completed within five calendar days of joint construction. Longitudinal joint coring applies to all pavement lifts. When constructing joints in an echelon paving process, the joints shall be clearly marked to ensure consistent coring location. In small areas, such as intersections, where the Engineer prescribes paving and phasing methods, the Engineer may temporarily waive the requirement for joint density testing. V I August 1, 2005 REVISION OF SECTION 412 CONCRETE PAVEMENT JOINTS Section 412 of the Standard Specifications is hereby revised for this project as follows: Subsection 412.13, first paragraph, shall include the following: When a joint is sawcut more than 3 inches from the designated location, the pavement shall be removed and replaced to the nearest correct joints. When portions of concrete pavement are removed and replaced, the portion removed shall be the full width of the lane and length of the affected slabs. This corrective action shall be at the Contractor's expense. u L.i 0 April 12, 2007 REVISION OF SECTION 412 PORTLAND CEMENT CONCRETE FINISHING Section 412 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 412.12 and replace with the following: 412.12 Finishing. The sequence of operations shall be strike -off and consolidation, floating, and final surface finish. Water shall not be added to the surface of the concrete to assist in finishing operations. The surface shall be finished to a uniform texture, true to grade and cross section, and free from porous areas. When the finishing machine, either form or slip form, or hand finishing method, leaves a surface that is not acceptable, the operation shall stop and corrective action shall be taken. Inability of the finish machine to provide an acceptable surface finish, after corrective action, will be cause for requiring replacement of the finish machine. Wastewater generated from concrete finishing operations shall be contained and disposed of in accordance with subsection 107.25. (a) Hand Finishing. Unless otherwise specified, hand finishing methods will be permitted only when performed under the direct supervision of a Craftsman holding the following certificate: ACI Concrete Flatwork Finisher and Technician (AC)CFFT) or other Flatwork Finisher certification program approved by the Department. A minimum of one certified Craftsman is required at each finishing operation. A minimum of one certified Craftsman is required for each three or fewer finishers (non -certified ACICFFTs) at each operation. Hand finished concrete shall be struck off and screeded with a portable screed that is at least 2 feet longer than the maximum width of the slab to be struck off. It shall be sufficiently rigid to retain its shape. Concrete shall be thoroughly consolidated by hand vibrators. Hand finishing shall not be allowed after concrete has been in -place for more than 30 minutes or when initial set has begun unless otherwise approved by the Engineer. (b) Floating. Hand floating will be permitted only as specified in paragraph (a) above. The Contractor shall not use floats made of aluminum. (c) Final Finish. For the final finish a strip of plastic turf shall be dragged longitudinally over the full width of pavement after a strip of burlap or other approved fabric has been dragged longitudinally over the full width of pavement to produce a uniform surface of gritty texture. The plastic turf drag shall be made of material at least 3 feet wide and be maintained in such a condition that the resultant surface finish is of uniform appearance and reasonably free from grooves over '/,, inches in depth. Where more than one layer of burlap drag is used, the bottom layer shall be approximately 6 inches wider than the layer above. Drags shall be maintained clean and free from encrusted mortar. Drags that cannot be cleaned shall be discarded and new drags installed. (d) Tining and Stationing. Where posted speeds are 40 mph or higher, the surface shall be given a longitudinal metal tine finish immediately following turf drag. Tining is not required where posted speeds are less than 40 mph. Tining shall produce grooves of '/e inch x '/g inch spaced 3/, inch apart and parallel to the longitudinal joint. Longitudinal lining shall stop at the edge of travel lanes. Tining devices shall be maintained clean and free from encrusted mortar and debris to ensure uniform groove dimensions. The fining finish shall not be performed too early whereby the grooves may close up. Before paving the Contractor shall provide in writing a fining plan showing fining locations and describing methods that will be used for hand fining. Paving shall not commence until the Engineer has approved the tining plan in writing. The fining grooves shall be neat in appearance, parallel with the longitudinai joint, uniform in depth and in accordance with what is shown in the plans and these specifications. Any time that the tining grooves do not meet these requirements, the concrete paving operation shall be immediately stopped and will not resume until the problem has been resolved. Stationing shall be stamped into the outside edge of the pavement, as shown on the plans. 9 November 30, 2006 REVISION OF SECTION 601 FORMS AND FALSEWORK Section 601 of the Standard Specifications is hereby revised for this project as follows: Subsection 601.09 (b) shall include the following: Forms for the placement of deck concrete or other concrete work associated with structural steel girders shall be constructed so that any concentrated loads applied to girder webs shall be within 6 inches of a flange or stiffener. Where loads are applied to steel girder webs, they shall be applied in a manner that will not produce distortion to the web. For structural steel girders, temporary struts and ties shall be provided as necessary to resist lateral loads applied to the girder flanges and to prevent appreciable relative movement between the edge of deck form and the adjacent steel girder. In subsection 601.11 (a), delete the first three paragraphs and replace with the following: (a) General. The Contractor shall be responsible for designing and constructing falsework. The Contractor's Engineer shall determine whether falsework is necessary. When the Contractor's Engineer determines falsework is unnecessary, the Contractor shall submit a written statement signed by the Contractor's Engineer so stating. All falsework drawings, including revisions, shall be prepared by the Contractor's Engineer, shall meet the requirements of subsection 601.11, and shall be provided by the Contractor to the Engineer for record purposes only. The drawings shall be signed and sealed by the Contractor's Engineer. These drawings shall be stamped "Approved for Construction" and signed by the Contractor prior to providing them to the Engineer. The drawings will not be approved by the Engineer. In subsection 601.11 (d), delete the second and third paragraphs and replace with the following: Falsework and formwork for the placement of deck concrete or other concrete work associated with structural steel girders shall be constructed so that any concentrated loads applied to girder webs shall be within 6 inches of a flange or stiffener. Where loads are applied to steel girder webs, they shall be applied in a manner that will not produce distortion to the web. For structural steel girders, temporary struts and ties shall be provided as necessary to resist lateral loads applied to the girders and to prevent movement between adjacent steel girders. Where the deck overhang exceeds 1/3 of the distance between steel girders, bracing shall be provided to prevent rotation of the exterior girder due to the weight of the overhang falsework and formwork and concrete placement operations. Struts and ties shall also be provided between interior steel girders to prevent movement between girders. Falsework drawings for bracing, struts, and ties shall be submitted and conform to the requirements of subsection 601.11 (a). I April 12, 2007 1 I REVISION OF SECTIONS 601. 600. 608. 609, AND 618 CONCRETE FINISHING Sections 601, 606, 608, 609, and 618 of the Standard Specifications are hereby revised for this project as follows: Subsection 601,12 (a) shall include the following: Unless otherwise specified, hand finishing methods will be permitted only when performed under the direct supervision of a Craftsman holding the following certificate: ACl Concrete Flatwork Finisher and Technician (ACICFFT) or other Flatwork Finisher certification program approved by the Department. A minimum of one certified Craftsman is required at each finishing operation. A minimum of one certified Craftsman is required for each three or fewer finishers (non -certified ACICFFTs) at each operation. Subsection 601.14(a) shall include the following: The finishing of hardened concrete surfaces shall not require a certified Concrete Flatwork Finisher as described in subsection 601.12(a). Subsection 606.04(a), second paragraph, shall include the following: When hand finishinlo is allowed, it shall be performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). Subsection 606.04(b), first paragraph, shall include the following: All required hand finislhimg shall be performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). Subsection 608.03(d),first paragraph, shall include the following: All required hand finishing shall be performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). Subsection 609.03 shall include the following: All required hand finishing shall be performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). Subsection 618.1 1(f), first paragraph, shall include the following: All required hand finishing shall he performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). I -- rvice% ��chuini�hativeSc urcttaatng I vieon - - _ ADDENDUM No 2 City of Fort Collins SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 6062 Lemay Right Turn Lane at Mulberry OPENING DATE 3 00 P M (Our Clock) September 20, 2007 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made CHANGE: • OPENING DATE: 3.00 P M. (Our Clock) September 20, 2007 • Contractors must submit form 714 (UDBE) and 606 Anti -Collusion Affidavit. • Form 606 and 714 (attached) Please contact John D Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions regarding this addendum RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED k215 North Mason Street • 2i' Haar • P 0 Box 589 • Fo. t Collins, CO $0522-0580 • (970) 221-6775 • Fas (970) 221-6707 No,, ICenv ton. will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. u under j 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the 1 place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and .r authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with,_,! these Instructions to Bidders. 15.0 OPENINGS OF BIDS. r Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of Bid Opening, but OWNER may, in his sole discretion, release any Bid return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. �1 the and 17.1. OWNER reserves the right to reject any and all Bids, to waive any" and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional!., Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures' and the correct sum thereof will be resolved in favor of the correct sum. L' 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements,!... and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. r'1 12/03 Section 00100 Page 6 u October 19, 2006 r 1 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE Sections 601 and 701 of the Standard Specifications are hereby revised for this project as follows: Delete subsection 601.02 and replace with the following: 601.02 Classification. The classes of concrete shown in Table 601-1 shall be used when specified in the Contract. Table 601-1 CONCRETE TABLE Concrete Class Required Field Compressive Strength (psi) Cementitious Content: Minimum or Range (ibsl d) Air Content: % Range (Total) Water Cement Ratio: Maximum or Range B r , -.3500 at 281'da sMe.;° BZ 4000 at 28 days 610 N/A ..F 0 50 45al 00 at 28;days 615 to 660 w ;, 5 8__i% DT 4500 at 28 days 700 5 8 0.44 rt 28days I H 4500 at 56 days 580 to 640 5 8 0 38 0 42 HT m a 7. 4500,at 56idaYs i".#'i £580 tof640_.,,* v N t :� .,a ,a .';rt,k5. ,8.„ffs ._.v.0.38 P 4200 at 28 days 660 4 8 0.44 S40 5800 at 28 days 615 to 760 5 8 0.40 550 a„ xi7250;at28ida s ° ti ;.615 toi800 ° 5 8 ` „ Class B concrete is an air entrained concrete for general use. Class D or H concrete may be substituted for Class B concrete. Additional requirements are: The coarse aggregate shall have a nominal maximum size of 1'.12 inches or smaller. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent Class F by weight of total cementitious. Class BZ concrete is concrete for drilled piers. Additional requirements are: Entrained air is not required unless specified in the Contract. High range water reducers may be added to obtain desired slump and retardation. Slump shall be a minimum of 5 inches and a maximum of 8 inches. The concrete mix shall be made with AASHTO M 43 size No. 67, No. 7 or No. 8 coarse aggregate. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent Class F by weight of total cementitious. Class D concrete is a dense medium strength structural concrete. Class H may be substituted for Class D concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall be made with AASHTO M 43 sizes No. 57, No. 6 or No. 67 coarse aggregate. When placed in a bridge deck, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 67 coarse aggregate by weight of total aggregate. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent Class F by weight of total cementitious. Class DT concrete may be used for deck resurfacing and repairs. Class HT may be substituted for Class DT concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall consist of a minimum 50 percent AASHTO M 43 size No. 7 or No. 8 coarse aggregate by weight of total aggregate. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent Class F by weight of total cementitious. Class E concrete may be used for fast track pavements needing early strength in order to open a pavement to service soon after placement. Additional requirements are: Type III cement may be used The concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 357 or No. 467 coarse aggregate by weight of total aggregate. If all transverse joints are doweled, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 357, or No. 467 coarse aggregate by weight of total aggregate. The I October 19, 2006 I 2 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE laboratory trial mix must produce an average 28 day flexural strength of a minimum 650 psi. Class E concrete shall contain a minimum 10 percent to a maximum of 20 percent Class C, or a minimum 10 percent to a maximum 30 percent Class F fly ash by weight of total cementitious. Class H concrete is used for bare concrete bridge decks that will not receive a waterproofing membrane. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall consist of a minimum of 55 percent AASHTO M 43 size No. 67 coarse aggregate by weight of total aggregate. Class H concrete shall contain cementitious materials in the following ranges: 450 to 500 pounds per cubic yard Type II portland cement, 90 to 125 pounds per cubic yard fly ash and 20 to 30 pounds per cubic yard silica fume. The total content of Type II portland cement, fly ash and silica fume shall be 580 to 640 pounds per cubic yard. The laboratory trial mix must not exceed permeability of 2000 coulombs at 56 days (ASTM C 1202) and must not exhibit a crack at or before 14 days in the cracking tendency test (AASHTO PP 34). Class HT concrete is used as the top layer for bare concrete bridge decks that will not receive a waterproofing membrane. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall consist of a minimum of 50 percent AASHTO M 43 size No. 7 or No. 8 coarse aggregate by weight of total aggregate. Class HT concrete shall contain cementitious materials in the following ranges: 450 to 500 pounds per cubic yard Type II portland cement, 90 to 125 pounds per cubic yard fly ash and 20 to 30 pounds per cubic yard silica fume. The total content of Type II portland cement, fly ash and silica fume shall be 580 to 640 pounds per cubic yard. The laboratory trial mix must not exceed permeability of 2000 coulombs at 56 days (ASTM C 1202) and must not exhibit a crack at or before 14 days In the cracking tendency test (AASHTO PP 34). Class P concrete is used in pavements. Additional requirements are: The concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 357 or No. 467 coarse aggregate by weight of total aggregate. If all transverse joints are doweled, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 357, or No. 467 coarse aggregate by weight of total aggregate. The laboratory trial mix must produce an average 28 day flexural strength of a minimum 650 psi. Class P concrete shall contain a minimum 10 percent to a maximum of 20 percent Class C, or a minimum 10 percent to a maximum 30 percent Class F fly ash by weight of total cementitious. Unless acceptance is based on flexural strength, the total weight of cementitious shall not be less than 660 pounds per cubic yard. If acceptance is based on flexural strength, the total weight of cementitious shall not be less than 520 pounds per cubic yard. Class S35 concrete is a dense high strength structural concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall be made with AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 7 or No. 8 coarse aggregate. When placed in a bridge deck, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 67 coarse aggregate by weight of total aggregate. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent Class F by weight of total cementitious. Class S40 concrete is a dense high strength structural concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall be made with AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 7 or No. 8 coarse aggregate. When placed in a bridge deck, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 67 coarse aggregate. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent Class F by weight of total cementitious. Class. S50 concrete is a dense high strength structural concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall be made with AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 7 or No. 8 coarse aggregate. When placed in a bridge deck, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 67 coarse aggregate by weight of total aggregate. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent October 19, 2006 4..t REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE Class F by weight of total cementitious. The laboratory trial mix must not exhibit a crack at or before 14 days in the cracking tendency test (AASHTO PP 34). Subsection 601.03 shall include the following: Where blended hydraulic cement is used the substitution of fly ash for the blended hydraulic cement is not allowed. Subsection 601.04 shall include the following: u 601.04 Sulfate Resistance. The Contractor shall provide protection against sulfate attack on concrete structures by providing concrete structures manufactured with requirements according to Table 601-4. The exposure Class will be stated on the plans. A higher level of requirements may be used for a lower level of exposure. If the Contractor can provide a test report that shows another class of exposure exists at a structure location, then the Engineer may accept a concrete mix for that location that meets the corresponding sulfate protection requirements in addition to other requirements shown in this section. Table 601-4 REQUIREMENTS TO PROTECT AGAINST DAMAGE TO CONCRETE BY SULFATE ATTACK FROM EXTERNAL SOURCES OF SULFATE Severity of Water-soluble Sulfate (SO4) in Water cement ratio, Cementitious material potential sulfate (SO4), water, ppm maximum requirements exposure percent dry soil ClassrOr 10`00 to 0:10 0 to 150 ,. ., �. 0 50 h q �, s_� "..Class 0 ' Class 1 0.11 to 0.20 151 to 1500 0.50 Class 1 Class 2 ':u 40 21 to 2:Oj x1501 to 10 DD0 '_` a„_-;;, , Class , 2.01 or greater 10,001 or greater 0.40 Class 3 Cementitious material requirements are as follows: Class 0 requirements shall be one of the following: (1) ASTM C 150 Type I, II or V (2) ASTM C 595 Type IP . (3) ASTM C 1157 Type GU (4) ASTM C 150 Type III cement if it is allowed, as in Class E concrete tJ Class 1 requirements for sulfate resistance shall be one of the following: (1) ASTM C 150 Type II or V; Class C fly ash shall not be allowed in the concrete mix (2) ASTM C 595 Type F(MS) (3) ASTM C 1157 Type MS (4) When ASTM C 150 Type III cement is allowed, as in Class E concrete, it shall have no more than 8 percent C,A. Class C fly ash shall not be allowed in the concrete mix Class 2 requirements for sulfate resistance shall be one of the following. (1) ASTM C 150 Type V with a minimum of a 20 percent substitution of Class F fly ash by weight (2) ASTM C 150 Type II or III with no more than 0.040 percent expansion at 14 days when tested in accordance with ASTM C 452 with a minimum of a 20 percent substitution of Class F fly ash by weight (3) ASTM C 1157 Type HIS (4) A blend of portland cement meeting ASTM C 150 Type II or III with a minimum of 20 percent Class F fly ash by weight, where the blend has less than 0.05 percent expansion at 6 months or 0.10 percent expansion at 12 months when tested according to ASTM C 1012. October 19, 2006 W 4 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE Class 3 requirements for sulfate resistance shall be one of the following: (1) A blend of portland cement meeting ASTM C 150 Type II, III, or V with a minimum of a 20 percent substitution of Class F fly ash by weight , where the blend has less than 0.10 percent expansion at 18 months when tested according to ASTM C 1012. (2) ASTM C 1157 Type HS having less than 0.10 percent expansion at 18 months when tested according to ASTM C 1012. When fly ash is used to enhance sulfate resistance, it shall be used in a proportion greater than or equal to the proportion tested in accordance to ASTM C1012 and it shall have a calcium oxide content no more than 2.0 percent greater than the fly ash tested according to ASTM 1012, Delete subsection 601.05 and replace with the following: 601.05 Proportioning. The Contractor shall submit a Concrete Mix Design Report consisting of design mix proportions, laboratory trial mix and aggregate data for each class of concrete being placed on the project. Concrete shall not be placed on the project before the Concrete Mix Design Report has been reviewed and approved by the Engineer. The Concrete Mix Design cannot be approved when the laboratory trial mix data are the results from tests performed more than two years in the past and aggregate data are the results from tests performed more than a year in the past. The design mix proportions shall show the weights and sources of all ingredients including cement, fly ash, aggregates, water, additives and the water cement ratio (w/c). When determining the w/c, cement (c) shall be the sum of the weight of the cement, the weight of the fly ash and the weight of silica fume. The laboratory trial mix data shall include results of the following: (1) AASHTO T 119 (ASTM C 143) Slump of Hydraulic Cement Concrete. (2) AASHTO T 121 (ASTM C 138) Weight per Cubic Foot, Yield, and Air Content (Gravimetric) of Concrete. Air content from AASHTO T 152 (ASTM C 231) Air Content of Freshly Mixed Concrete by the Pressure Method may be used in lieu of the air content by the gravimetric method in AASHTO T 121 (ASTM C 138). (3) ASTM C 39 Compressive Strength of Cylindrical Concrete Specimens shall be performed with at least two specimens at 7 clays and three specimens at 28 days. Three additional specimens tested at 56 days shall be required for Class H and HT concrete. (4) Class H and HT concrete shall include a measurement of permeability by ASTM C 1202 Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration. The concrete test specimens shall be two 2 inch thick disks sawed from the centers of two molded 4 inch diameter cylinders cured 56 days in accordance with ASTM C 192 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory. (5) Class H, HT and S50 concrete shall include a measurement of cracking by AASHTO PP 34 Standard Practice for Estimating the Cracking Tendency of Concrete. The ring shall be cured in an indoor room with the temperature maintained 65 to 75 'F and relative humidity not exceeding 40 percent. (6) Class E and P concrete shall include AASHTO T 97 (ASTM C 78) Flexural Strength of Concrete (Using Simple Beam with Third -Point Loading) performed with two specimens at seven days and four specimens at 28 days. Prior to placement of Class E concrete, the Contractor shall provide the Engineer a report of maturity relationships in accordance with CP 69. The Contractor shall provide maturity meter and all necessary wire and connectors. The Contractor shall be responsible for the placement and maintenance of the maturity meter and wire. Placement shall be as directed by the Engineer. 1 Except for class BZ concrete, the maximum slump of the delivered concrete shall be the slump of the approved concrete mix design plus 11h inch. Except for class H and HT concrete, the laboratory trial mix must produce an average 28 day compressive strength at least 115 percent of the required 28 day field compressive strength. The I'I ..i October 19, 2006 — 5 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE laboratory trial mix for Class H or HT concrete must produce an average 56 day compressive strength at least 115 percent of the required 56 day field compressive strength. The laboratory trial mix shall have a relative yield of 0.99 to 1.02. When Portland Cement Concrete Pavement is paid with a volumetric pay quantity, the relative yield of the concrete produced on the project shall be 0.99 to 1.02 If the relative yield of the produced concrete does not conform to this range for two consecutive yield determinations, concrete production shall cease and the Contractor shall present a plan to correct the relative yield to the Engineer. .Aggregate data shall include the results of the following: (1) AASHTO T 11 (ASTM C 117) Materials Finer Than 75 um (No. 200) Sieve in Mineral Aggregates by . Washing. (2) AASHTO T 19 (ASTM C 29) Unit Weight and Voids in Aggregate. (3) AASHTO T 21 (ASTM C 40) Organic Impurities in Fine Aggregate for Concrete. (4) AASHTO T 27 (ASTM C 136) Sieve Analysis of Fine and Coarse Aggregates. (5) AASHTO T 84 (ASTM C 128) Specific Gravity and Absorption of Fine Aggregate. (6) AASHTO T 85 (ASTM C 127) Specific Gravity and Absorption of Coarse Aggregate. (7) AASHTO T 96 (ASTM C 131) Resistance to Degradation of Small -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. (8) AASHTO T 104 (ASTM C 88) Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate. (9) AASHTO T 176 (ASTM D 2419) Plastic Fines in Graded Aggregates and Soils by use of the Sand Equivalent Test (10) ASTM C 535 Resistance to Degradation of Large -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (11) CP-L 4201 Determining the Potential Alkali Reactivity of Aggregates (Accelerated Mortar -Bar Method) Any aggregate with an expansion of 0.10 percent or more at 16 days after casting as tested by GP-L 4201 shall not be used unless mitigative measures are included in the mix design. Mitigative measures shall be tested using CP-L 4202 and exhibit an expansion not exceeding 0.10 percent at 16 days after casting by one of the following methods: (1) Combined Aggregates. The mix design sources of aggregates, cement and mitigative measures shall be tested. The porportions of aggregates and mitigive measures shall be those used in the mix design. (2) Individual Aggregates. Each source and size of individual aggregates shall be tested. The source of cement and mitigative measures shall be those used in the mix design. The highest level of mitigative measures for any indivdual aggregate shall be the minimum used in the mix design. The Concrete Mix Design Report shall include Certified Test Reports showing that the cement, fly ash and silica fume admixture meet the specification requirements and supporting this statement with actual test results. The certification for silica fume shall state the solids content if the silica fume admixture is furnished as slurry. Where the Contractor's use of fly ash results in any delay, necessary changes in admixture quantities or source, or unsatisfactory work, the cost of such delays, changes or corrective actions shall be borne by the Contractor. The Contractor shall submit a new Concrete Mix Design Report meeting the above requirements when a change occurs in the source, type, or proportions of cement, fly ash, or aggregate. The Contractor shall submit a new Mix Design Report meeting the above requirements when a change occurs in the source of approved admixtures. L October 19, 2006 I K 6 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE The use of approved accelerating, retarding or hydration stabilizing admixtures to existing mix designs will be permitted at the discretion of the Engineer when documentation includes the following: (1) Manufacturers recommended dosage of the admixture (2) A letter stamped by the Concrete Mix Design Engineer approving the changes to the existing mix design. Unless otherwise permitted by the Engineer, the product of only one type of portland cement from one mill of any one brand shall be used in a concrete mix design. Review and approval of the Concrete Mix Design by the Engineer does not constitute acceptance of the concrete Acceptance will be based solely on the test results of concrete placed on the project. Delete subsection 701.01 and replace with the following 701.01 Hydraulic Cement. Hydraulic cement shall conform to the requirements of the following specifications for the type specified or permitted: Portland Cement ASTM C 150 Blended Hydraulic Cement ASTM C 595 Hydraulic Cement ASTM C 1157 In addition to the standard chemical requirements for portland cement in ASTM C 150, the maximum percent of equivalent alkalis (Na2O + 0.658 K,O) shall not exceed 0.90 percent. All concrete, including precast, prestressed and pipe shall be constructed with one of the following hydraulic cements unless permitted otherwise. ASTM C 150 Type I ASTM C 150 Type II ASTM C 150 Type V ASTM C 595 Type IP consisting of no less than 70 percent portland cement, ASTM C 595 Type IP(MS) consisting of no less than 70 percent portland cement, ASTM C 1157 Type GU, ASTM C 1157 Type MS ASTM C 1157 Type HS consisting of no less than 20 percent Class F fly ash by weight Cement shall be from a preapproved source listed on the Department's Approved Products List. The cement intended for use on the project shall have been tested and accepted prior to its use. Certified Test Reports showing that the cement meets the specification requirements and supporting this statement with actual test results shall be submitted to the Engineer prior to the tested material being incorporated into the project. The cement shall be subject to sampling and testing by the Department. Test results that do not meet the physical and chemical requirements may result in the suspension of the use of the cement until the corrections necessary have been taken to insure that the material meets the specifications. The Contractor shall provide suitable means for storing and protecting the cement against dampness. Cement which, for an reason, has become partially set or which contains lumps of caked cement shall not be used. Cement salvaged from discarded or used bags shall not be used. M September 2, 2005 REVISION OF SECTIONS 614 AND 630 RETROREFLECTIVE SIGN SHEETING U Sections 614 and 630 of the Standard Specifications are hereby revised for this project as follows: _ In subsection 614.04, first paragraph, delete the second sentence and replace with the following: u Retroreflective sheeting shall be Type III as defined in the CDOT Retroreflective Sheeting Materials Guide, and shall conform to subsections 713.04 and 713.06 when applicable. In subsection 614.04, delete the second paragraph and replace with the following: _ Retroreflective sheeting for all signs requiring a yellow background shall be Type Fluorescent. In subsection 630.02, delete the third and fourth paragraphs, including Table 630-1, and replace with the following: V, Retroreflective sign sheeting types shall be as defined in the CDOT Retroreflective Sheeting Materials Guide. Retroreflective sheeting shall be one of the types specified for the particular application in Table 630-1. Retroreflective sheeting for all signs requiring an orange or yellow background shall be Type Fluorescent. Table 630-1 RETROREFLECTIVE SHEETING TYPES Shutting Tope 111 Type Fluorescent Application Work Zone Work Zone .,, 5i- Yaw Oran,c Co'ins' dionSigns ";'; :,. �i. '.tl :r ,�""=f. Barricades (I umporar.) X Vcrticid Parted$;, F ,4: 4 . s=v '" i A' i Flat crs Stop/Slow Paddle X X �, L.SF I'LIITS .. '`;3. t i,. f :.. .Y tXs• Non -orange Fixed Support signs X with prefix "W" ;Speerd Warninp Srpn<.?. STOP sign (RI -I) YIELD sign (RI-2) WRONG WAY sign (R5-1a) X DO NO'r ENTFR sipn (R5-1) EXIT sign (E5-la) "DETOUR[slnn:(M4 9) or (7 a a i I _� a !, I e f :I51 4'.rsu I ,i. f °I sy tt ,i . s[ l t 1 I ' .a a X I; I i ,�, g t1 All other fixed suppon Signs X X y All other sl ❑.vu (e ot) y dLlfin"IL 31�ISS i' { k I Xt Ih! rh l l I G'f i k i�i Work--_.hoLIrS2` : •.:..,r _�i. a .n.:t a:a d:.. ... �e f I... . .' ] Fluorcmcnl Shaain_ shall be of a brand (hat is on the CDOT Approval Products List. 2 Drum Sheeting shall he manufactured for flexible devices. 3 Fixed suppon signs are defined as all signs that must remain in use outside of working hours. They shall be mounted in accordance with Standard Plan S-630-L April 12, 2007 REVISION OF SECTION 627 PAVEMENT MARKING Section 627 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 627.03(b) and replace with the following: (b) Roadways Closed to Traffic During Construction. Full -compliance final markings shall be in place prior to opening the roadway to traffic. Pavement markings on detour routes shall be full -compliance markings. Delete subsections 627.03(d) and 627.03(e) and replace with the following: (d) Temporary Pavement Markings. Temporary pavement markings and control points for the installation of those pavement markings for roadways that are being constructed under traffic shall be installed as follows: 1. When one roadway of a normally physically divided highway is closed, and a crossover is constructed, full -compliance pavement markings shall be placed along the tapers and through the median crossovers to the two-way traffic section. Pavement markings through the two-way traffic section shall be as shown on the plans. All temporary paved roadways shall have full -compliance center line, lane line, and edge line markings before they are open for traffic. Markings applied to a final surface shall not leave a scar that conflicts with permanent markings. 2. The following criteria apply to all construction on roadways open to traffic other than (d)1. above: Full -compliance center line, lane line, and edge line temporary markings shall be in place at the end of each work day. No -passing zone restrictions shall be identified by full -compliance no -passing zone markings. No - passing zone markings shall be in place daily. Temporary pavement stencils (SCHOOL, RR xing, etc) are not required unless specified in the plans. Temporary pavement markings shall be installed according to the manufacturer's recommendations in such a way that the markings adequately follow the desired alignment. 3. Control Points consisting of 4 inch by 1 foot marks at 40-foot intervals may be placed as guide markers for the installation of temporary or final pavement markings. Raised flexible pavement markers may be substituted for these marks. Control points shall not be used as a substitute for any required marking. f April 12, 2007 2 REVISION OF SECTION 627 PAVEMENT MARKING 1� (e) Pavement Marking for Seal Coats (Section 409). 1. Raised flexible pavement markers, suitable for use on seal coats, shall be installed as follows: No -passing zones shall be marked with two markers placed side -by -side at 40-foot intervals throughout the zone. VI Passing zones shall be marked with one marker at 40-foot centers. Closer spacing shall be used on curves, as deemed appropriate. v Raised flexible pavement markers, installed on 40-foot centers, may also be used to mark lane lines through multi -lane roadway sections. Auxiliary lanes and shoulder lines may be marked with flexible markers on 80-foot centers or as appropriate. V 2. Full -compliance final pavement markings shall be placed within one week of completion of the seal coat project. u Subsection 627.13 shall include the following: Each authorized application of temporary pavement marking will be measured and paid for at the contract unit price for the type of material used. Control points and Contractor pavement marking plans will not be measured and paid for separately, but shall be included in the work. V 4 7 Li j April 7, 2006 C I REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised for this project as follows: Subsection 630.10 shall include the following after the first paragraph: The Contractor's Superintendent and all others serving in a similar supervisory capacity shall have completed a CDOT-approved two-day Traffic Control Supervisor training as offered by the CCA. The one -day ATSSA Traffic Control Technician (TCT) training along with the two-day ATSSA Traffic Control Supervisor training will serve as an alternate. If the alternate is chosen, the Contractor shall provide written evidence that at least an 80 percent score was achieved in both of the two training classes. The certifications of completion or certifications of achievement for all appropriate staff shall be submitted to the Engineer at the preconstruction conference. In subsection 630.15 delete the fifth paragraph and replace with the following: The Contractor shall agree to quantities for the following items on a weekly basis when signing the Form 7: Traffic Control Manacement Flagging Hour V 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. U 9 12/03 Section 00100 Page 7 April 7, 2006 I REVISION OF SECTION 630 METHOD OF HANDLING TRAFFIC Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.09 (8), delete Table 630-2 and replace with the following: Table 630-2 VERTICAL CLEARANCES TO STRUCTURES Higb",av Railway Underpasses Underpasses Overhead Wires EocdWural-,Roads`nL, 4L,',;V — V T je F,---:N� 410 n6nMui.,54, ,5�1i�,,A,-- , fbaf il Streets it 1i r 4 ocdEU Rijra o� Urban 4C Rural Arterial Urban Arterial 16 Feet' 23 Feet' Freeways t Vertical clearance to sign trusses and pedestrian overpasses shall be 17 feet. 2 Measured from top of rail to bottom of highway structure. All railway clearances are subject to the individual railroad's approval. 3 Communication and power lines of: 0 to 750 volts 18 Feet 750 to 22.000 volts 20 Feet 21,000 to 50,000 volts 22 Feet For voltages over 50,000 volts, increase clearance 1/2 inch for each 1000 volts. Q August 2, 2007 REVISION OF SECTION 630 NCHRP 350 REQUIREMENTS Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.01, first paragraph, delete the second sentence. In subsection 630.08, delete the second paragraph and replace with the following: Work zone devices designated by FHWA as Category I, II, or III, shall meet NCHRP 350 requirements. Devices designated as Category IV, including but not limited to portable or trailer -mounted devices such as flashing arrow panels, temporary traffic signals, area lighting supports, and changeable message signs. are not required to meet NCHRP 350 requirements. Except for Category IV devices, the Contractor shall obtain and present to the Engineer the manufacturer's written NCHRP 350 certification for each work zone device before it is first used on the project. H 0 June 7, 2007 REVISION OF SECTION 630 PAYMENT FOR CONSTRUCTION TRAFFIC CONTROL DEVICES Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.15 delete the second paragraph and replace with the following: Construction traffic control devices, as determined by the project Traffic Control Plan (TCP), will be paid for as follows: 50 percent of the accepted amount upon first utilization, an additional 40percent of the accepted amount when 75 percent of the original contract amount has been earned, and the final 10 percent when the project has ` been completed in accordance with subsection 105.20. exclusive of any maintenance periods. The percent of original contract amount earned will be determined by comparing the amount earned for bid items, other than traffic control devices and mobilization, with the original contract amount minus the amounts bid for traffic control devices and mobilization. August 1, 2005 1 I REVISION OF SECTION 630 PORTABLE SIGN STORAGE Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.12, first paragraph, delete the fifth sentence and replace with the following: When storing portable signs or supports within the project they shall be removed beyond the clear zone and shall not he visible to traffic. All storage areas shall be approved. The minimum clear zone distance shall be 18 feet, measured from the edge of traveled way. If the signs cannot be stored at least 18 feet from the traveled way, they shall be removed. Signs shall not be stored on the paved surface. CI June 29, 2006 1 REVISION OF SECTION 702 BITUMINOUS MATERIALS Section 702 of the Standard Specifications is hereby deleted for this project and replaced with the following: 702.01 Asphalt Cements. (a) Superpave Performance Graded Binders. Superpave Performance Graded Binders shall conform to the requirements listed in Table 702-1. (Taken from AASHTO M 320) Asphalt cement shall not be acid modified or alkaline modified. Asphalt cement shall not contain any used oils that have not been rerefined. Modifiers that do not comply with environmental rules and regulations including 40 CFR Part 261.6(a) (3) (IV), and part 266/Subpart C shall not be added. Modifiers shall not be carcinogenic. The supplier of the PG binder shall be certified in accordance with CP 11. F1 June 29, 2006 F I 2 REVISION OF SECTION 702 BITUMINOUS MATERIALS Table 702-1 SUPERPAVE PERFORMANCE GRADEI) BINI)ERS Requirement for PG Binder AASHTO Property 58-28 58-34 64-22 64-28 76-28 Test No. Original Binder Properties Flash Point Temp., °C, minimum 230 230 230 230 ( 230 T 48 Viscosity at 135 °C, Paos, 3 3 3 3 3 T 316 maximum Dynamic Shear, Temp. °C,'where 158 58 64 ;64 76 T315 G'/Sin 6 @ 10 rad/s ? 1:00 kP,a 50 T 51 Ductility, 4 °C (5 cm/min.), cm minimum - 12:A CP-L2210 Toughness, joules,(inch=lbs) (110) 8.5 CP-L 2210 Tenacity, joules (inch-lbs) (75) Acid or Alkali Modification (pass fail) Pass .Pass Pass Pass Pass CP-L2214 RTFO Residue Properties CP-L 2215 Mass Loss, maximum 1:00 1.00 1 i00 1..00 1.00 CP=L'2215 Dynamic Shear, Temp. °C, where 58 58 64 64 76 T 315 G"/Sin b @ 10 rad/s >_ 2.20 kPa ElasticRecovery, 25 °C,:percent - 50 T'301 min... 20 T 51 Ductility, 4 `C (5 cm/min.), cm minimum PAV Residue Properties, Aging R 28 Temperature 100 °C Dynamic Shear, Temp. °C, where 19 16 25 22 28 T'315 G*eSin 6 @ 10 rad/s <_ 5000 kPa Creep Stiffness, @ 60 s, Test -18 -24 -12 -18 -18 T 315 Temperature in °C S,.maximum,'MPa 300 '300 300 '300 300 T:313, m-value, minimum 0.300 0.300 0.300 0.300 0.300 T 313 ",Direct Tension, Temperature,in -18 -24 -12 -18 -18 T:314 °C, @ 1 ,mm/min., where failure strain L:1.0 % "Direct tension measurements are required when needed to show conformance to AASHTO M 320. H June 29, 2006 u 3 REVISION OF SECTION 702 BITUMINOUS MATERIALS Acceptance Samples of the PO binder will be taken on the project in accordance with the Schedule in the Field Materials Manual. The Department will test for acid modification and alkaline modification during the binder certification process. Thereafter, the Department will randomly test for acid modification and alkaline modification. (b) Dampproofing. Asphalt for damp proofing shall conform to the requirements of ASTM D 449, and the asphaltic primer shall conform to the requirements of ASTM D 41. — 702.02 Liquid Asphaltic Materials. Liquid asphaltic materials shall conform to the requirements of AASHTO M 81, M 82, and ASTM D 2026 for the designated types and grades. 702.03 Emulsified Asphalts. Emulsified asphalts shall conform to AASHTO M 140 or M 208 for the " designated types and grades. Emulsified asphalt and aggregate used for seal coats shall be sampled and _ will be tested for information only in accordance with CP-L 2213. When grade CSS-th or SS-th emulsified asphalt is used for tack coat, residue penetration test values shall be 40 to 120. Emulsified asphalt (HFMS-2S) with a residual penetration greater than 300 drum shall conform to all properties listed in AASHTO M 140, Table 1 except that ductility shall be reported for information only. (a) Emulsion for Seal Coat. Polymerized emulsions for seal coat shall conform to the requirements listed in Table 702-2. Emulsion for seal coat shall be an emulsified blend of polymerized asphalt, water, and emulsifiers. The asphalt cement shall be polymerized prior to emulsification and shall contain at least 3 percent polymer by weight of asphalt cement. The emulsion standing undisturbed for a minimum of 24 hours shall show no white, milky separation but shall be smooth and homogeneous throughout. The emulsion shall be pumpable and suitable for application through a distributor. 0 June 29, 2006 a N 4 REVISION OF SECTION 702 BITUMINOUS MATERIALS Table 702-2 POI NMFRI7,FH FMUI,SIONS FOR SEAL COATS AASHTO Test Property CRS-2P CMS-21' HFRS-21' HFMS-21' No. Tests on Emulsion: Viscosity, at 50 °C.Sayb6' ' %�'- min ' '' ' '50 50 r 50 50 T 59 .> 450 450 450 450 Furol, s: max" Storage stability, 24 hr, % max 1.0 1.0 1.0 1.0 T 59 Particle(char a testy 9 Positive .�( ~Positive T 59 ,. .. ,.. .;. .. ,... ... ... .:. .. Sieve test, % max 0.10 0.10 0.10 0.10 T 59 DemuIsibility;, %-min ", :-. 40 40 T 59 ` Oil Distillate by volume, %° max or range 3.0 3.0 3.0 3.0 T-59 _ . Residue by distillation/ evaporation, % min3 653 653 ;' t 65' 653 T 59/ 2„ CP-L 2212„ . Tests on residue: Penetration, 25,- C, 1 DOg, 5s min, drum 70 70 ' " 70 70 Penetration, 25 °C, 100g, 5s, max, dmm ISO 150 150 150 T 49 .. r Ductility, 25 °C,'5!cm/m"in, cm, min _; 75 75 T 51 " Solubility, in trichloroethylene% min 97.5 97.5 97.5 97.5 T 44 ElasLd",Recovery, 25 °C min 58 58 T 301 ; Float Test, 60 °C, s min 1200 1200 T 50 Toughness, m-Ib`s; min 70' 70 ;'. f , CP-L 2210 Tenacity, in-lbs, min 45 45 CP-L 2210 f successful application is achieved in the field, the Engineer may wave this requirement. ` CP-L 2212 is a rapid evaporation test for determining percent residue of an emulsion and providing material for tests on residue. CP-L 2212 is for acceptance only. It the percent residue or any test on the residue fails to meet specifications, the tests will be repeated using the distillation test in conformance with AASHTO T-59 to determine acceptability. s For polymerized emulsions the distillation and evaporation tests will in be in conformance with AASHTO T-59 or CP-L 2212 respectively with modifications to include 205 ± 5 °C (400 ± 10 °F) maximum temperature to be held for 15 minutes. June 29, 2006 5 REVISION OF SECTION 702 BITUMINOUS MATERIALS (b) Emulsion for Prime Coat. Emulsion for prime coat shall conform to the requirements of Table 702-3. Circulate before use if not used within 24 hours. Table 702-3 ASPHALT EMULSIONFOR PRIME COAT AASHTO Property Requirement Test No. y Saybb It Fu rol,4iat50 °C (122 °F) s 20 150 T 59 s %�Re5ldnet ✓ ....... �min T 59 t�9C � �: f 2 1t i 3: i', 4 A ` I il=i I p I ��.. 500 F 0!,� Oil Distillate by Volume, % 7%max. T59 Tests on Residue from Distillation: Solubility m SncHloroethylene , % �,' ..... . t�, r ..97,.5rmin ,,. .rc TA (c) Recycling Agent. Recycling Agent for Item 406, Cold Bituminous Pavement (Recycle), shall be either a high float emulsified asphalt (polymerized) or an emulsified recycling agent as follows: 1. High Float Emulsified Asphalt (Polymerized). High Float Emulsified Asphalt (Polymerized) for Cold Bituminous Pavement (Recycle) shall be an emulsified blend of polymer modified asphalt, water, and emulsifiers conforming to Table 702-4 for HFMS-2sP. The asphalt cement shall be polymerized prior to emulsification, and shall contain at least 3 percent polymer. The emulsion standing undisturbed for a minimum of 24 hours shall show no white, milky separation, and shall be smooth and homogeneous throughout. The emulsion shall be pumpable and suitable for application through a pressure distributor. I June 29, 2006 6 REVISION OF SECTION 702 BITUMINOUS MATERIALS Table 702-4 HIGH FLOAT EMULSIFIED ASPHALT (POLYMERIZED) (HFMS-2sP) Requirement AASHTO Property Test Minimum Maximum Tests on Emulsion: Viscosity Saybolt{Furol at'50 °C{'(1'22 1. ,50 {: 450 T 59 °F) sec,{�l{ { �; {`'` �'.' ,•`'.•t.. �..i{ ,.-_•C..,. �' �`'`{:.i {.t Storage Stability test, 24 hours, % 1 T 59 . E4 ^ % Residue 65 T 59 Oidisl ° � 7 `r �759 Tests on Residue: Penetrahon'i25 °C (771°F)' 100g, 5 sec ' {N `150 I{ ' 300A v,"{'r ,T 49 ' y( flni{-. t.• {t_' ,v..0 .,...' t •v ......IA fl t {.. i{t .Gd.. ru. ......A ...-.. e. ...{. .I' t. 1.4• •.. trfi Float Test, 60 °C (140 °F), sec 1200 T 50 SolubilitymTCE % ' 9757°_ T44 „...... { • .; N, Elastic Recovery, 4 °C (39.2 fl, % 50 T 301 400 ± 100 F maximum temperature to be held for 15 minutes. 2When approved by the Engineer, Emulsified Asphalt (HFMS-2sP) with a residual penetration greater than 300 dmm may be used with Cold Bituminous Pavement (Recycle) to address problems with cool weather or extremely aged existing pavement. Emulsified Asphalt (HFMS-2sP) with a residual penetration greater than 300 dmm shall meet all properties listed in Table 702-4 except that Elastic Recovery shall be reported for information only. 2. Emulsified Recycling Agent. Emulsified Recycling Agent for use in Cold Bituminous Pavement (Recycle) shall conform to the requirements in Table 702-5. I J v OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and: Supplementary Conditions. 21.0 RETAINAGE. ' i Provisions concerning retainage are set forth in the Agreement. r-, 22.0 PURCHASING RESTRICTIONS. J Purchasing restrictions: The Bidder's authorized signature of this Bid 7J assures the Bidder's compliance with the City's purchasing restrictions.:: A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 J requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement 711, kilns that burn hazardous waste as a fuel. -� 23.0 COLLUSIVE OR SHAM BIDS. u Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Youri� authorized signature of this Bid assures that such Bid is genuine and is L not a collusive or sham Bid. 24.0 BID RESULTS. ^I u For information regarding results for individual Bids send a .self-, addressed, self -stamped envelope and a Bid tally will be mailed to you. 'I Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. --, END OF SECTION J 1 12/03 Section 00100 Page 8 1 June 29, 2006 7 REVISION OF SECTION 702 BITUMINOUS MATERIALS Table 702-5 EMULSIFIED RECYCLING AGENT Requirement Property Test Minimum Maximum Tests on Emulsion: Viscosity@:25 °C,1SFS 20 200', ASTM:D 244 Pumping Stability Pass GB Method . ASTM'D.2442 Sieve Test, %w 0.1 Cement Mixing, %w 2.0 ASTM D 244 Particle Charge Positive ASTWD 244 Conc. Of Oil Phase 64 ASTM D 244' Tests on Residue: Viscosity@'60 °C,, CST, ' 2000 4000'+"" " ASTM'D12170 Flash Point, COC, °C (° F) 232 ASTM D 92 Maltenes'Dist iPC+A, "ASTM Ratio ° "S+AZ 0.3 T 0.6:=:• O,2006" ASTM PC/S Ratio 0.4 D 2006 ASTM, Asphalte'nes % max.''. ; 11.0 D 2006 Pumping stability is determined by charging 450 ml of emulsion into a one liter beaker and circulating the emulsion through a gear pump (Roper 29.1322621) having a 6.3 mm (1/4 inch) inlet and outlet. The emulsion passes if there is no significant separation after circulating ten minutes. TTest procedure identical with ASTM D 244 except that distilled water shall be used in place of 2 percent sodium oleate solution. 'ASTM D 244 Evaporation Test for percent of residue is modified by heating 50 gram sample to 149°C (300 °F) until foaming ceases, then cooling immediately and calculating results. "In the Maltenes Distribution Ratio Test by ASTM Method D 2006. PC = Polar Compounds S = Saturates A, = First Acidaffin A2 = Second Acidaff ins June 29, 2006 8 REVISION OF SECTION 702 BITUMINOUS MATERIALS 702.04 Asphalt Rejuvenating Agents. Asphalt rejuvenating agents (ARA) shall be composed of a petroleum resin -oil base uniformly emulsified with water and shall conform to the physical and chemical requirements of Table 702-6 or ASTM D 4552. Table 702-6 A-WHALl Kh,I U V DIVA I. UNk, MULE Property Test Method Requirement Viscosity, S.F., @ 25 °C (77 °F), s ASTM D 244 20-40 �._ASTM'D 244..,��.. 60 �MiscibilitvTest ASTM D244 No Particle Charge Test Viscosity, 60 °C (140 °F), ASTM D 244 1 Positive ASTM D 445 1 100 - 200 Asphaltenes, % max. ASTM 1.0 D2006 Saturated Hydrocarbons, % ASTM 21-28 D 2006 For hot -in -place recycling ARA-1 P is an acceptable alternative to ARA. ARA-1 P shall meet the requirements below: Emulsified Polymer Modified Asphalt Rejuvenating Agent (ARA-1 P) for use in hot -in -place recycling of bituminous pavements shall be modified with a minimum of 1.5 percent styrene-butadiene solution polymer. The finished product shall conform to the physical requirements listed in Table 702-7 below. June 29, 2006 9 REVISION OF SECTION 702 BITUMINOUS MATERIALS Table 702-7 11 Property Test Method I Min Max II Test on Residue Penetration' @ 392"F 1006, 5s, dmm } ASTM,D-5 Modified 150 250 Asphaltenes, % ASTM D 4124 15 702.05 (unused) 702.06 Hot Poured Joint and Crack Sealant. Hot poured material for filling joints and cracks shall conform to the requirements of ASTM D 6690, Type I or II. ASTM D 1985 mortar blocks shall be used for concrete bond test. ASTM D 6690 material shall pass asphalt compatibility test, Section 9, ASTM D 5329. Sealant material shall be supplied preblended, prereacted, and prepackaged. If supplied in solid form the sealant material shall be cast in a plastic or other dissolvable liner having the capability of becoming part of the crack sealing liquid. The sealant shall be delivered in the manufacturer's original sealed container. Each container shall be legibly marked with the manufacturer's name, the trade name of the sealer, the manufacturer's batch or lot number, the application temperature range, the recommended application temperature, and the safe heating temperature. The sealant shall be submitted to the Department for testing and be approved prior to use. August 1, 2005 1 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY A. AFFIRMATIVE ACTION REQUIREMENTS Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 1. The Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. 2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area are as follows: Goals and Timetable for Minority Utilization Timetable - Until Further Notice Economic Standard Metropolitan Counties Goal Area Statistical Area (SMSA) Involved 157 2080 Denver -Boulder Adams, Arapahoe, Boulder, Denver, (Denver) Douglas, Gilpin, Jefferson ................... 13.8% 2670 Fort Collins Larimer................................................ 6.9% 3060 Greeley Weld .................................................... 13.1% Non SMSA Counties Cheyenne, Clear Creek, Elbert, Grand, Kit Carson, Logan, Morgan, Park, Phillips, Sedgwick, Summit, Washington & Yuma ............................ 12.8% 158 1720 Colorado Springs El Paso, Teller ..................................... 10.9% (Colo. Spgs. - 6560 Pueblo Pueblo..... ............................................ 27.5% Pueblo) Non SMSA Counties Alamosa, Baca, Bent, Chaffee, Conejos, Costilla, Crowley, Custer, Fremont, Huertano, Kiowa, Lake, Las Animas, Lincoln, Mineral, Otero, Prowers, Rio Grande, Sa uache........ 19.0% 159 Non SMSA Archuleta, Delta, Dolores, Eagle, (Grand Junction) Garfield, Gunnison, Hinsdale, La Plata, Mesa, Moffat, Montezuma, Montrose, Ouray, Pitkin, Rio Blanco, Routt, San Juan, San Miguel 10.2% 156 (Cheyenne - Non SMSA Jackson County, Colorado .................. 7.57/ Casper WY) GOALS AND TIMETABLES FOR FEMALE UTILIZATION UntilFurther Notice................................................................. ....................................................... 6.9% Statewide August 1, 2005 2 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY 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. If the Contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for 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 Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts meet the goals established for the geographical area where the contract resulting form this solicitation is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Par 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. As used in this specification, and in the contract resulting from this solicitation, the "covered area" is the county or counties shown on the Invitation for Bids and on the plans. In cases where the work is in two or more counties covered by differing percentage goals, the highest percentage will govern. lil August 1, 2005 I 3 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY B. STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS 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 person 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 of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America 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 applicable goals for minority and female 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 covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) 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 individually required to comply with its 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 Subcontractor toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a 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 training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered Construction contractors performing construction work 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 work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any office of Federal Contract Compliance Programs Office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress in 0 meeting its goals in each craft during the period specified u August 1, 2005 4 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY 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 Contractor'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 employment opportunities. Trainees must be trained pursuant to i 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 affirmative 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 employees 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 minority 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 union have employment opportunities available, and maintain a record of the organization's responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source of community organization and of what action was taken with respect to each individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union 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 he 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 for 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 funded 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 Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation 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 specific review of the policy with all management personnel and with all minority and female employees at least once a year, and by posting the Contractor's EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. August 1, 2005 I i 5 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY g. Review, at least annually, the Contractor's EEO policy and affirmative action obligations under these specifications with all employees having 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 Foreman, etc., prior to the initiation of construction work at any job site. A written record shall 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 media, specifically including minority and female news media, and providing written notification to and discussing the Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment 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 applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage 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 female youth both on the site and in other areas of a Contractor's workforce. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. 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 Contractor's activities are nonsegregated except that separate or single - user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisor's adherence to and performance under the Contractor's EEO policies and affirmative action obligation. r August 1, 2005 6 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY I u 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 J participation, makes a good faith effort to meet its individual goal and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The I 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. 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 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 manner (for example, even thought the Contractor has achieved its goals for women generally, u the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions 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 11246, as amended. " 13 The Contractor in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor 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 least include for each L employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), 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 shall 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 application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). I v August 1, 2005 I 7 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY C. SPECIFIC EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES. 1. General. a. Equal employment opportunity requirements not to discriminate and to take affirmative action to assure equal employment opportunity as required by Executive Order 11246 and Executive Order 11375 are set forth in Required Contract. Provisions (Form FHWA 1273 or 1316, as appropriate) and these Special Provisions which are imposed pursuant to Section 140 of Title 23, U.S.C., as established by Section 22 of the Federal -Aid highway Act of 1968. The requirements set forth in these Special Provisions shall constitute the specific affirmative action requirements for project activities under this contract and supplement the equal employment opportunity requirements set forth in the Required Contract provisions. b. The Contractor will work with the State highway agencies and the Federal Government in carrying out equal employment opportunity obligations and in their review of his/her activities under the contract. c. The Contractor and all his/her subcontractors holding subcontracts not including material suppliers, of $10,000 or more, will comply with the following minimum specific requirement activities of equal employment opportunity: (The equal employment opportunity requirements of Executive Order 11246, as set forth in Volume 6, Chapter 4, Section 1, Subsection 1 of the Federal -Aid Highway Program Manual, are applicable to material suppliers as well as contractors and subcontractors.) The Contractor will include these requirements in every subcontract of $10,000 or more with such modification of language as is necessary to make them binding on the subcontractor. 2. Equal Employment Opportunity Policy. The Contractor will accept as his operating policy the following statement which is designed to further the provision of equal employment opportunity to all persons without regard to their race, color, religion, sex, or national origin, and to promote the full realization of equal employment opportunity through a positive continuing program; It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, or national origin. Such action shall include; employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, preapprenticeship, and/or on-the-job training. 3. Equal Employment Opportunity Officer. The Contractor will designate and make known to the State highway agency contracting officers and equal employment opportunity officer (herein after referred to as the EEO Officer) who will have the responsibility for an must be capable of effectively administering and promoting an active contractor program of equal employment opportunity and who must be assigned adequate authority and responsibility to do so. 4. Dissemination of Policy. a. 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 in such action, will be made fully cognizant of, and will implement, the Contractor's equal employment opportunity policy and contractual responsibilities to provide equal employment opportunity in each grade and classification )i of employment. To ensure that the above agreement will be met, the following actions wily be taken as a minimum; (1) Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the Contractor's equal employment opportunity policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer or other knowledgeable company official. i W SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed August 1,2005 8 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY (2) All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer or other knowledgeable company official, covering all major aspects of the Contractor's equal employment opportunity obligations within thirty days following their reporting for duty with the Contractor. (3) All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer or appropriate company official in the Contractor's procedures for locating and hiring minority group employees. b. In order to make the Contractor's equal employment opportunity policy known to all employees, prospective employees and potential sources of employees, i.e., schools, employment agencies, labor unions (where appropriate), college placement officers, etc., the Contractor will take the following 17 actions: (1) Notices and posters setting forth the Contractor's equal employment opportunity policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. L (2) The Contractor's equal employment opportunity policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 5. Recruitment. a. When advertising for employees, the Contractor will include in all advertisements for employees the notation; "An Equal Opportunity Employer." All such advertisements will be published in newspapers or other publications having a large circulation among minority groups in the area from which the project work force would normally be derived. b. The Contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants, including, but not limited to, State employment agencies, schools, colleges and minority group organizations. To meet this requirement, the Contractor will, through his EEO Officer, identify sources of potential minority group employees, and establish with such ^ identified sources procedures whereby minority group applicants may be referred to the Contractor for employment consideration. ^ In the event the Contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the Contractor's compliance with equal employment opportunity contract provisions. (The 7 U.S. Department of Labor has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the Contractor to do the same, such implementation violates Executive Order 11246, as amended.) c. The Contractor will encourage his present employees to refer minority group applicants for u employment by posting, appropriate notices or bulletins in areas accessible to all such employees. In addition, information and procedures with regard to referring minority group applicants will be discussed with employees. I 6. Personnel Actions. Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, or national origin. The following procedures shall be followed; a. The Contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. L U Augustt 2005 9 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY In. The Contractor will periodically evaluate the spread of wages paid within each classification to adetermine any evidence of discriminatory wage practices. c. The Contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the Contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The Contract will promptly investigate all complaints of alleged discrimination made to the Contractor in connection with his obligations under this contract, will attempt to resolve such complaints, and will 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 of his avenues of appeal. 7. Training and Promotion. a. The Contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the Contractor's work force requirements and as permissible under Federal and State regulations, the Contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. c. The Contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The Contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion. 8. Unions. If the Contractor relies in whole or in part upon unions as a source of employees, the Contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women with the unions, and to effect referrals by such unions of minority and female employees. Actions by the Contractor either directly or thorough a contractor's association acting as agent will include the procedures set forth below: a. The Contractor will use best efforts t o b. The Contractor will use best efforts to incorporate an equal employment opportunity clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, or national origin. c. The Contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the Contractor, the Contractor shall so certify to the State highway department and shall set forth what efforts have been made to obtain such information. PSI August 1, 2005 10 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY d. In the event the union is unable to provide the Contractor with a reasonable flow of minority and women referrals within he time limit set forth in the collective bargaining agreement, the Contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion , sex or national origin; making full efforts to obtain qualified and/or qualifiable minority group persons and women. (The U.S. Department of Labor has held that it shall be no excuse that H the union with which the Contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority employees.) In the event the union referral practice prevents the Contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these _ special provisions, such Contractor shall immediately notify the State highway agency. 9. Subcontracting. a. The Contractor will use his best efforts to solicit bids from and to utilize minority group subcontractors or subcontractors with meaningful minority group and female representation among their employees. �- Contractors shall obtain lists of minority -owned construction firms from State highway agency personnel. b. The Contractor will use his best efforts to ensure subcontractor compliance with their equal employment opportunity obligations. 10. Records and Reports. a. The Contractor will keep such records as are necessary to determine compliance with the Contractor's equal employment opportunity obligations. The records kept by the Contractor will be u designed to indicate: (1) The number of minority and nonminority group members and women employed in each work ^ classification on the project. (2) The Progress and efforts being made in cooperation with unions to increase employment opportunities for minorities and women (applicable only to contractors who rely in whole or in part on unions as a source of their workforce). (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees, and (4) The progress and efforts being made in securing the services of minority group subcontractors or subcontractors with meaningful minority and female representation among their employees. w b. All such records must be retained for a period of three years following completion of the contract work and shall be available at reasonable times and places for inspection by authorized representatives of the State highway agency and the Federal Highway Administration. c. The Contractors will submit an annual report to the State highway agency each July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form PR 1391. 1 December 8, 2005 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS (a) Definitions and Procedures QFor this project, the following terms are defined: 1. Disadvantaged Business Enterprise (DBE). A small business concern that is certified as being: A. At least 51 percent owned by one or more socially and economically disadvantaged individuals or, in the case of any publicly owned business, at least 51 percent of the stock of which is owned by one or more socially and economically disadvantaged individuals; and B. Whose management and daily business operations are controlled by one or more of the socially and economically disadvantaged individuals who own it. C. Socially and economically disadvantaged individual means any individual who is a citizen (or lawfully admitted permanent resident) of the United States and who is: t7 (1) Any individual whom the Colorado DepartmentofTransportation Office of Certification or the City and County of Denver Division of Small Business Opportunity (DSBO) finds to be a socially and economically disadvantaged individual. (2) Any individual in the following groups, members of which are rebuttably presumed to be socially and economically disadvantaged: a. "Black Americans," which includes persons having origins in any of the Black racial groups of Africa; b. "Hispanic Americans," which includes persons of Mexican, Puerto Rican, Cuban, Dominican, Central or South American, or other Spanish or Portuguese culture or origin, regardless of race; c. "Native Americans," which includes persons who are American Indians, Eskimos, Aleuts, or Native Hawaiians; d. "Asian -Pacific Americans," which includes persons whose origins are from Japan, China, Taiwan, Korea, Burma (Myanmar), Vietnam, Laos, Cambodia (Kampuchea), Thailand, Malaysia, Indonesia, the Philippines, Brunei, Samoa, Guam, the U.S. Trust Territories of the Pacific Islands (Republic of Palau), the Commonwealth of the Northern Marianas Islands, Macao, Fiji, Tonga, Kirbati, Juvalu, Nauru, Federated States of Micronesia, or Hong Kong; e. "Subcontinent Asian Americans." which includes persons whose origins are from India, Pakistan, Bangladesh, Bhutan, the Maldives Islands, Nepal or Sri Lanka; f. "Women", which means females of any ethnicity; g. "Other," which means any additional groups whose members are designated as socially and economically disadvantaged by the Small Business Administration (SBA), at such time as the SBA designation becomes effective and/or individuals who have been determined to be socially and economically disadvantaged based on the criteria for social and economic disadvantage. 2. Underutilized DBE (UDBE). A firm which meets the definition of DBE above and is eligible to meet the contract goal as defined in the project special provision titled "Contract Goal." 3. DBE Joint Venture. Joint venture means an association of a DBE firm and one or more other firms to carry out a single, for -profit business enterprise, for which the parties combine their property, capital, efforts, skills and knowledge, and in which the DBE is responsible for a distinct, clearly defined portion of the work of the contract and whose share in the capital contribution, control, management, risks, and profits of the joint venture are commensurate with its ownership interest. December 8, 2005 u 2 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS A DBE joint venture must be certified as a joint venture by the Business Programs Office at CDOT A. For those projects set -aside for bidding by UDBEs only; all of the partners in a joint venture must be UDBEs and certification of the joint venture will not be required. B. For all projects other than the set -aside projects discussed in A. above; one of the partners in a joint venture must be a DBE. The DBE percentage of the joint venture will be determined at the time of certification. 4. Contract Goal. The goal for UDBE participation that the Department determines should appropriately be met by the successful bidder. Contract goal will be the percentage stated in the invitation for bids and in the project special provisions. Successful bidders that are awarded a Contract based on good faith efforts shall continue to make good faith efforts through the period of time that work on the project is in process, to provide for additional UDBE participation toward meeting the goal. 5. Good Faith Efforts. It is the obligation of the bidder to make good faith efforts to meet the contract goal prior to the bid opening. The bidder can demonstrate that it has done so either by meeting the contract goal or by documenting good faith efforts made. CDOT will evaluate only the good faith efforts made by the contractor prior to the bid opening. Any UDBE Participation submitted on Form 715 that exceeds the participation submitted on Form 714 will be accepted as additional UDBE participation. but will not be counted as Good Faith Efforts and will not exempt a contractor from fulfilling the Good Faith Efforts requirements. The apparent low bidder shall report all efforts made including but not limited to the efforts required on Form 718. The efforts employed by the bidder should be those that one could reasonably expect a bidder to take if the bidder were actively and aggressively trying to obtain UDBE participation sufficient to meet the DBE contract goal. In determining whether a bidder has made good faith efforts, CDOT may take into account the performance of other bidders in meeting the contract. For example, when the apparent successful bidder fails to meet the contract goal, but others meet it, CDOT may reasonably raise the question of whether, with additional reasonable efforts, the apparent successful bidder could have met the goal. If the apparent successful bidder fails to meet the goal, but meets or exceeds the average UDBE participation obtained by other bidders, CDOT may view this, in conjunction with other factors, as evidence of the apparent successful bidder having made good faith efforts. The Business Programs Office, with the DBE Liaison's Approval, will notify the apparent low bidder by fax regarding any deficiencies in the documentation and effort demonstrated by the bidder. This tax will include the Business Programs Office's recommendation to the DBE Liaison Officer regarding whether the good faith effort demonstrated was sufficient for the bidder to be regarded as responsible. If the bidder may be regarded as responsible but with minor deficiencies in its good faith effort, the bidder will be expected to correct any deficiencies noted prior to bidding on other CDOT projects. Within five working days of being informed by the Business Programs Office that it is not a responsible bidder because it has not documented sufficient good faith efforts, a bidder may request administrative reconsideration from the Good Faith Efforts (GFE) Committee, which will not have played any role in the original determination that the bidder did not document sufficient good faith efforts. The bidder should make this request to: Good Faith Efforts Committee Fax: 303-757-9019 Phone:303-757-9234 As part of this reconsideration, the bidder will have the opportunity to provide written documentation or argument concerning the issue of whether it met the goal or made adequate good faith efforts prior to the bid opening to do so. The bidder will also have the opportunity to meet in person with CDOT's GFE Committee to discuss the issue of whether it met the goal or made adequate good faith efforts prior to the bid opening to do so. The Business Programs Office, with the DBE Liaison's Approval, will send the bidder a written decision on reconsideration, explaining the basis for finding that the bidder did or did not meet the goal or make adequate good faith efforts prior to the bid opening to do so. December 8, 2005 3 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS The GFE Review Committee will make a recommendation to the DBE Liaison Officer. The DBE Liaison Officer will review the good faith efforts documentation and the recommendation of the GFE Review Committee, determine whether the required efforts are sufficient for award and notify the Chief Engineer of this finding. The Chief Engineer will make the final decision regarding award. There will be no administrative appeal of the Chief Engineer's decision. If award of the Contract is made based on the Contractor's good faith efforts, the goal will not be waived. The Contractor will be expected to continue to make good faith efforts as described below throughout the duration of the Contract. To demonstrate Good Faith Efforts to meet the contract goal throughout the performance of the Contract, the Contractor shall document to the CDOT Region Civil Rights Professional the steps taken on Form 205. For each subcontract item not identified for DBE participation on Form 718, steps the Contractor must take include but are not limited to the following: A. Seek out and consider UDBEs as potential subcontractors. (1) Contact all UDBEs for each category of work that Is being subcontracted. (2) Affirmatively solicit their interest, capability, and price quotations. (3) Provide equal time for all prospective subcontractors to prepare their proposals. (4) Provide at least as much time to UDBEs in assisting them to prepare their bids for subcontract work as to non UDBE subcontractors. (5) Award subcontracts to UDBEs where their quotations are reasonably competitive with other quotations received. B. Maintain documentation of UDBEs contacted and their responses. (1) Maintain a list of UDBEs contacted as prospective subcontractors. (2) Maintain thorough documentation of criteria used to select each subcontractor. (3) Where a UDBE expressed an interest in a subcontract and made a quotation, and where the work was not awarded to a UDBE, furnish a detailed letter explaining the reasons. (b) Certification as a DBE by the Department 1. Any contractor may apply to the Colorado Department of Transportation Office of Certification or the City and County of Denver Division of Small Business Opportunity (DSBO) for status as a DBE. Application shall be made on the USDOT's Uniform Certification Application Form as provided by these agencies for certification of DBEs. Application need not be made in connection with a particular bid. Only work contracted to UDBE contractors or subcontracted to UDBEs and independently performed by UDBEs shall be considered toward contract goals as established elsewhere in these specifications. 2. It shall be the Contractor's responsibility to submit applications so that the certifying agency has sufficient time to render decisions. The certifying agency will review applications in a timely manner but is not committed to render decisions about a firm's DBE status within any given period of time. 3. The Department will publish an online directory of DBE contractors, vendors and suppliers for the purpose of providing a reference source to assist any bidder in identifying DBEs and UDBEs. Bidders will be solely responsible for verifying the Certification of DBEs they intend to use prior to submitting a proposal. The directory is updated daily by the certifying agencies and is accessible online at http://www.dot.state.co.us/app_ucp/. 4. Bidders shall exercise their own judgments in selecting any subcontractor to perform any portion of the work. 5. Permission for a DBE/non-DBE joint venture to bid on a specific project may be obtained from the Business Programs Office based on information provided by the proposed joint venture on Form 893, "Information For Determining DBE Participation When A Joint Venture Includes A DBE". Joint applications should be submitted well in advance of bid openings. December 8, 2005 4 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS u (c) Bidding Requirements 1. All bidders shall submit with their proposals a fully executed Form 714 including a list of the names of their UDBE subcontractors to meet the contract goal. The apparent low bidder shall submit a fully executed Form 715 for each UDBE used to meet the contract goal (sample attached) no later than 4:00 p.m. on the third work day after the date of bid opening to the Business Programs Office in the Center for Equal Opportunity. Form 715 may be submitted by FAX, at Fax number (303)757-9019, with an original copy to follow. If the contract goal is not met, the apparent low bidder shall submit a completed Form 718 and corresponding evidence of good faith efforts no later than 4:00 on the day following the bid opening to the Business Programs Office in the Center for Equal Opportunity. CDOT Form No. 718 may be submitted by FAX, at Fax number (303)757-9019, with an original copy to follow. A copy of Form 718 is incorporated into this specification. 2. The award of Contract, if awarded, will be made to the lowest responsible bidder that will meet or exceed the contract goal or, if the goal will not be met, is able to demonstrate that good faith efforts were made to _ meet the goal. Good faith efforts are explained in (a) of this special provision. 3. The use of the UDBE firms named on Form 714 or on a Form 715, for the items of work described, is a condition of award. The replacement of a named UDBE firm will be allowed only as provided for in (e) of this special provision. Failure to comply will constitute grounds for default and termination of the Contract. 4. Contractor's DBE Obligation. The prime Contractor bidding on construction projects advertised by the Department agrees to ensure that Disadvantaged Business Enterprises (DBEs), as defined in this special provision, have equal opportunity to participate in the performance of contracts or subcontracts financed in whole or in part with Federal or State funds. The prime Contractor shall not discriminate on the basis r of race, color, national origin, or sex in the bidding process or the performance of contracts. To ensure that UDBEs are offered equal opportunity to participate in the performance of contracts, it is the responsibility of the prime Contractor to offer and to provide assistance to UDBEs related to the UDBE performance of the subcontract. However, the UDBE must independently perform a commercially useful function on the project. (d) Counting DBE Participation Toward Contract Goals and CDOT's annual DBE goal 1. Once a firm has been certified as a DBE the total dollar amount of the contract awarded to the firm shall be counted toward CDOT's annual DBE goal and the contract goal as explained below, and as modified for the project in the project special provisions titled "Contract Goal." 2. The actual dollar total of a proposed subcontract, supply or service contract with any DBE firm shall be reported to the Department using Form 713. A Form 713 for subcontracts is to be submitted with the Form 205 and receipt will be a condition of approval. The eligibility of a proposed DBE subcontractor will " be finally established based on the firm's status at the time of Form 205 approval. _ I' A Form 713 for a supply or service contract is to be submitted once a contract has been fully executed so the Department will be able to report the DBE participation in a timely manner. The eligibility of a DBE supplier or service firm will be finally established as of the date the Form 713 is received by the Department. A Form 205 is not required for a supply or service contract. If a firm becomes certified as a DBE during performance under a fully executed contract with CDOT but prior to the DBE performing any work, then 100 percent of the work performed by the firm under that contract may be claimed as eligible work. 3. The Contractor may count toward its contract goal the percentage of the total dollar amount of a contract — with a Department certified joint venture that equals the percentage of the ownership and control of the UDBE partner in a joint venture. L., December 8, 2005 5 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS 4. A. The Contractor may count toward its contract goal only that percentage of expenditures to UDBEs which independently perform a commercially useful function in the work of a contract. A DBE is considered to be performing a commercially useful function by actually performing, managing, and supervising the work involved. To determine whether a DBE is performing a commercially useful function, the Department will evaluate the amount of work subcontracted, work performed solely by the DBE, industry practices, and other relevant factors. B. A DBE may enter into subcontracts consistent with normal industry practices. If a DBE does not perform or exercise responsibility for at least 30 percent of the total cost of its 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, the DBE shall be presumed not to be performing a commercially useful function. The DBE may present evidence to rebut this presumption to 0 the Department. 5. The Contractor may count toward its contract goal the percentage of expenditures for transportation services obtained from UDBE trucking firms, provided the UDBE controls the trucking operations for which it seeks credit. A UDBE trucking firm must have at least one truck and driver of its own, but it can lease trucks owned by others, both DBEs and non -DBEs, including owner -operators. For work done with its own trucks and drivers, and for work done with DBE lessees, the UDBE trucking firm receives credit for all transportation services provided. For work done with non -DBE lessees, the UDBE trucking firm gets credit only for the fees or commissions it receives for arranging the transportation services, because the services themselves are being performed by non -DBEs. 6. The Contractor may count toward its contract goal the percentage of expenditures for materials and supplies obtained from UDBE suppliers (regular dealers) and manufacturers, provided that the UDBEs assume the actual and contractual responsibility for and actually provide the materials and supplies. A. The Contractor may count 100 percent of its expenditures to a UDBE manufacturer. A DBE manufacturer is a certified firm that operates or maintains a factory or establishment that produces on the premises the materials or supplies obtained by the Contractor. B. The Contractor may count 60 percent of its expenditures to UDBE suppliers (regular dealers) that are not manufacturers, provided that the DBE supplier performs a commercially useful function in the supply process. A DBE supplier (regular dealer) is a certified firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of the Contract are bought, kept in stock, and regularly sold to the public in the usual course of business. To be a supplier (regular dealer) the firm must engage in, as its principal business and in its own name, the purchase and sale of the products in question. A supplier in such bulk items as steel, cement, gravel, stone, and petroleum products need not keep such products in stock, if it owns or operates distribution equipment. Brokers and packagers shall not be regarded as manufacturers or suppliers within the meaning of this section. C. The Contractor may count toward its contract goal the following expenditures to UDBE firms that are not manufacturers or suppliers (regular dealers): (1) The fees or commissions charged for providing a bona fide service, such as professional, technical, consultant or managerial services and assistance in the procurement of essential personnel, facilities, equipment, materials or supplies required for performance of the Contract, provided that the fee or commission is determined by the Department to be reasonable and not excessive as compared with fees customarily allowed for similar services. (2) The fees charged for delivery of materials and supplies required to a job site (but not the cost of the materials and supplies themselves) when the hauler, trucker, or delivery service is not also the manufacturer of or a supplier of the materials and supplies, provided that the fee is determined by the Department to be reasonable and not excessive as compared with fees customarily allowed for similar services. In December 8, 2005 6 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS (3) The fees or commissions charged for providing any bonds or insurance specifically required for the performance of the Contract, provided that the tee or commission is determined by the Department to be reasonable and not excessive as compared with tees customarily allowed for similar services. To determine the goals achieved under this Contract the participation as described in (d) of this special provision shall be divided by the original prime Contract amount and multiplied by 100 to determine the percentage of performance. The Contractor shall maintain records of payment that show amounts paid to all DBEs. Upon completion of the project, the Contractor shall submit a Form 17 listing all DBEs that participated in this Contract, the subcontract tier number of each, and the dollar amount paid to each. This dollar amount shall include payments made by nonDBE subcontractors to DBE subcontractors. The Contractor shall certify the amount paid, which may be audited by the Department. When there is no participation by DBEs, the Contractor shall submit a Form 17 that indicates no participation and gives reasons why there was no participation. CDOT will not count the participation of a DBE subcontractor toward the prime contractor's UDBE achievements or CDOT's overall DBE goal until the amount being counted toward the goal has been paid to the DBE. (e) Replacement of UDBE Subcontractors used to meet the contract goal Based upon a showing of good cause the Contractor may request that a UDBE named on Form 714 or on a Form 715 be replaced with another UDBE pursuant to the terms and conditions of this special provision. In the event that the Contractor is able to both document the need and to offer a replacement UDBE who can perform the work at a reasonable cost, the CDOT Region Civil Rights Professional will approve the replacement at no additional cost to the Department. Replacements will be allowed only with prior written approval of the Region Civil Rights Professional. 1. If a replacement is to be requested prior to the time that the named UDBE has begun to effectively prosecute the work under a fully executed subcontract, the Contractor shall furnish to the Region Civil Rights Professional the following: A. Written permission of the named UDBE. Written permission may be waived only if such permission cannot be obtained for reasons beyond the control of the Contractor. B. A full written disclosure of the circumstances making it impossible for the Contractor to comply with the condition of award. C. Documentation of the Contractor's assistance to the UDBE named on Form 714 or on Form 715. D. Copies of any pertinent correspondence and documented verbal communications between the Contractor and the named UDBE. E. Documentation of the Good Faith Efforts in finding a replacement UDBE subcontractor and the results of the efforts. It is within the control of the Contractor to locate, prior to award, DBEs that offer reasonable prices and that could reasonably be expected to perform the work. For this reason, increased cost shall not, by itself, be considered sufficient reason for not providing an in -kind replacement. 2. In the event a UDBE subcontractor begins to prosecute the work and is unable to satisfactorily complete performance of the work, the Contractor shall furnish to the Region Civil Rights Professional the following: A. Documentation that the subject UDBE subcontractor did not perform in a satisfactory manner. B. Documentation of the Contractor's assistance to the UDBE subcontractor prior to finding the UDBE subcontractor in default. C. A copy of the certified letter finding the UDBE to be in default or a letter from the UDBE stating that it cannot complete the work and it is turning the work back to the Contractor. December 8, 2005 a A 7 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS D. Copy of the contract between the Contractor and the UDBE subcontractor, plus any modifications thereto. E. Documentation of the Good Faith Efforts in finding a replacement UDBE subcontractor and the results of the efforts. In the event the Contractor is able to locate a replacement UDBE who can perform work at a reasonable cost to the Contractor, and also demonstrates to the satisfaction of the Department that prior to bid it had reason to believe that the named UDBE firm was responsible and not expected to default, the Department may modify or renegotiate the Contract to compensate the Contractor for any reasonable extra costs, because of a higher price in the proposal of the replacement UDBE subcontractor than that of the original UDBE subcontractor who tailed to perform. Provided, however, that the Department will not be obligated to participate in any increased cost to the Contractor if the UDBE that fails to perform has a recent history of performance failure or default that was either known, or should have been known, to the Contractor prior to award. 3. If the Contractor is unable to locate a UDBE replacement that is both interested in and capable of performing the work at a reasonable cost, the Department may waive the requirement that the work be performed by a UDBE and the Contractor shall provide for the satisfactory completion of the work at no additional cost to the Department. (f) Sanctions. It is the obligation of the Contractor to provide DBE firms with equal opportunity to participate in the performance of the work. It is the responsibility of DBE firms to perform their work in a responsible manner fully consistent with the intent of the DBE program, and in substantial compliance with the terms and conditions of these DBE definitions and requirements. DBE firms which fail to perform a commercially useful function as described in subsection (d) of these DBE definitions and requirements or operate in a manner which is not consistent with the Intent of the DBE program may be subject to revocation of certification. A finding by the Department that the Contractor has failed to comply with the terms and conditions of these DBE definitions and requirements shall constitute sufficient grounds for default and termination of the Contract in accordance with subsection 108.09 of the specifications. Attachments: Form 714 Form 715 Form 718 SECTION 00510 —. NOTICE OF AWARD Date: TO: .J PROJECT: 6062 Demay Right Turn Lane at Mulberry OWNER: CITY OF FORT COLLINS �r (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated1 20 for the above.— ' project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 6062 Lemay Right Turn Lane at Mulberry. The, — contract documents provide for: The project includes the construction of hotl' mix asphalt and concrete pavement, refuge island, and concrete sidewalk. The' project also includes removal and installation of 15 inch RCP with end_ sections, remove and reset fence, reset of sprinkler head, and native seeding. The Price of your Agreement is Three (3) copies of each of the proposed Contract Documents (except Drawings)`, accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by , 20 1. You must deliver to the OWNER three (3) fully executed counterparts of" the Agreement including all the Contract Documents. Each of the Contract — Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions_ (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and for declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return—, to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. City of Fort Collins OWNER By: James B. O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management �..., 9/12/01 Section 00510 Page 1 u COLORADO DEPARTMENT OF TRANSPORTATION Project No.: UNDERUTILIZED DBE (UDBE) BID CONDITIONS ASSURANCE Location: Instructions: Contractor —Complete and submit this form with your bid. Report only Underutilized DBE (UDBE) participation percentages which qualify under the contract goal specification for this project. It is important to review COOT Form #715 instructions before completing this form. POLICY It is the policy of the Colorado Department of Transportation that underutilized disadvantaged business enterprises have equal opportunity to participate in the performance of contracts financed with federal. state or local entity funds. UNDERUTILIZED DBE PARTICIPATION COMMITMENT 1) Will your company's Underutilized DBE (UDBE) participation commitment meet contract goals? ❑ Yes ❑ No 2) Total eligible Underutilized DBE (UDBE) percentage amount from Box A below: % 3) List the UDBE firms, committed work items. and eligible UDBE percent of your bid that you are committing to each CERTIFICATION COMMITTED SUBCONTRACT ELIGIBLE UDBE FIRM NAME EXP. DATE WORK ITEM(S) CATEGORY UDBE % See Form 1015 ❑ Trucker t, ❑ Subcontractor % ❑ Supplier ❑ Broker ❑ Trucker 2. ❑ Subcontractor ❑ Supplier ❑ Broker ❑ Trucker 3, ❑ Subcontractor % ❑ Supplier ❑ Broker ❑ Trucker 4, ❑ Subcontractor % ❑ Supplier ❑ Broker ❑ Trucker 5. / / ❑ Subcontractor % ❑ Supplier ❑ Broker BOX A: TOTAL ELIGIBLE UDBE PERCENTAGE AMOUNT: (Round percentage amounts to the nearest hundredth)' ' Additional instructions on how to calculate the actual eligible amounts and percentages for the trucker, subcontractor, supplier, and broker categories are available on the CDOT Form #715 and in the "Counting DBE Participation Toward Contract Goals and CDOT's annual DBE goal" section of the "DBE — Definitions and Requirements" in the Standard Special Provisions. I understand that, if my company is determined to be the low bidder for the contract on this project, I must submit a completed CDOT Form #715 CERTIFICATION OF UNDERUTILIZED DBE PARTICIPATION for each firm listed on this form to the Transportation Department by 4:00 pm on the third work day after the day bids are opened. The actual amounts submitted on each CDOT Form #715 must equal or exceed the percentage commitments documented on this form. In addition, if my company does not meet the DBE/UDBE goal for this project, I must submit a completed CDOT Form #718 DBE GOOD FAITH EFFORT DOCUMENTATION before 4:00 pm on the day after bids are opened. CDOT Form #715s submitted for firms not included on this form, OR for amounts exceeding those listed on this form, will be accepted but NOT counted as Good Faith Efforts. Only the efforts the contractor made prior to the bid opening will count as Good Faith Efforts. I understand my obligation to abide by the policy stated above. I shall not discriminate on the basis of race, color, age, sex, national origin, or handicap in the bidding process or the performance of contracts. I DECLARE UNDER PENALITY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE IN THIS DOCUMENT ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. Company Name: Date: Company Officer Signature: Title: Previous editions may not be used CDOT Form 714 1/06 with your NOTE: See 49 CFR part 26.55, and the "DBE - Definitions and Requirements" in the Standard Special Provisions, for further information concerning counting DBE participation of truckers, subcontractors, suppliers and service providers toward the project's UDBE goal. PART 1a -TRUCKING CONTRACT If the UDBE is being used as a trucker for one or more "trucking" DBE work codes (25500, 25505 etc.) then: ACTUAL UDBE AMOUNT = Actual contract amount for the transportation services provided by the UDBE firm and any UDBE lessees. ELIGIBLE UDBE TRUCKING AMOUNT = [ (ACTUAL UDBE AMOUNT) — (Any non-UDBE lessee amounts in this contract)" l " For work done on this UDBE contract with non-UDBE lessees, credit toward the project UDBE goal is given only for the broker fees or commissions the UDBE trucker receives for arranoing the transportations services, because the services themselves are being performed by non-UDBEs. NAME OF UDBE FIRM CERTIFICATION # EXPIRATION DATE I ELIGIBLE UDBE TRUCKING AMOUNT $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR : r,\� , Complete list of work codes is at hitp://www.dot.state.co.us/app ucp/ f PART i b -SUBCONTRACT r,. Q CN ELIGIBLE UDBE SUBCONTRACT AMOUNT= L (Actual UDBE contract amount) —'(Any non-UDBE'aower tier amounts in this contract)` " Work that a UDBE subcontracts to a lower tier non-UDBE firm does not count toward the, project UDBE goal'+. ,' NAME OF UDBE FIRM CERTIFICATION # EXPIRATIOMDATE - ')'ELIGIBLE UDBE SUBCONTRACT AMOUNT r DBE WORK CODE NUMBER(S) THIS UDBE IS BEING'USED FOR.: Complete list of work codes is at http://www.dot.state':co.us/app_, ucpl, . PART le -SUPPLY CONTRACT If the supplier is a UDBE with a :Type"field;of .t'Manufacturer" for the item(s): ELIGIBLE UDBE SUPPLY AMOUNT='Ji(Actual UDBE contract amount) X 100 If the supplier is a UDBE'with.a Type" field of "Regular Dealer" for the item(s): ELIGIBLE UDBErSUPPL Y.AMOUNT = (Actual UDBE contract amount) X 60 h ' NOTE: If the supplier isa.UDBE with a "Type" field of "Broker" for the items) use PART 1d —BROKER /SERVICE CONTRACT. NAME OF UDBE FIRM CERTIFICATION # - EXPIRATION DATE ELIGIBLE UDBE SUPPLY AMOUNT $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR Complete list of work codes is at http://www.dot.state.co.us/app_ucp' PART id - BROKER / SERVICE CONTRACT If purchasing materials or supplies through a UDBE with a "Type" field of "Broker', count only the amount of brokerage commission and/or delivery service fees included in the contract. Other examples of services to include in this section are bonding, brokering, consulting, security guards, and insurance etc. ELIGIBLE UDBE SERVICE FEE AMOUNT = Actual compensation retained by the UDBE broker/agent for services rendered` " The amounts that count toward UDBE goals are limited to the compensation retained by the UDBE broker/agent for services rendered, provided the fee/commission is determined by CDOT to be reasonable and not excessive as compared with fees customarily charged for similar services. NAME OF UDBE FIRM CERTIFICATION It EXPIRATION DATE ELIGIBLE UDBE SERVICE FEE AMOUNT $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR Complete list of work codes is at http://www.dot.state.co.uslapp_ucpl Original — Business Programs Office Previous editions may not be used COOT Form 715 — Page 1 of 2 1/06 PART 2 - UDBE PARTICIPATION SUMMARY A) What is the total dollar value of this proposed trucking, subcontract, supply, OR broker/service t I contract that is eligible for counting toward contract goals? A = [ TOTAL FROM "ELIGIBLE" COLUMNS IN PART 1 j A> $ t_ NOTE: Provide in actual subcontractor dollars and not prime contract prices. B) What is the total dollar value of proposed subcontracts that are eligible for counting towards B> $ 4 contract goals from prior sheets/forms? C) What is the accumulative value of proposed subcontracts that are eligible for counting towards contract goals? C> $ C=[A + B] D) What is the original contract bid total? D> i $ E) What is the accumulative percent of contract bid total subcontracted to all underutilized DBEs? E> % PART 3 — UDBE CONFIRMATION `J I confirm that my company is participating in this contract as documented in the Prime�Contractor'e,corrimitment(s) in PART 1 of this form. Only the value of the work that my company is actually performing is?being counted,on;this form. ` UDBE Firm Name: i '�� 7.� t' Date: i, UDBE Representative Signature and Title: •�� PART 4 - PRIME CONTRACTOR CERTIFICATION I certify that: t , 1, - \ _ • my company has met the contracted UDBE.goals}or`has submitted a completed CDOT Form #718. ' • my company has accepted aproposal from.the UDBE named above. t, • my company has notified the ,proposed UDBE of the contracted UDBE commitment. • my company has ensured that the proposed UDBE has signed PART 3 of this form. • my company:s use of the proposed UDBE for the items of work listed above is a condition of the contract award. • my companymill invite the -proposed UDBE to attend the preconstruction conference. .I. • my companywill not use a substitute UDBE for the proposed UDBE's failure to perform under a fully executed subcontract. unless my company complies with the definitions and requirements section of the DBE Special Provisions. • I understand that failure to comply with the information shown on this form will be considered grounds for contract termination. I declare under penalty of perjury in the second degree, and any other applicable state or federal laws, that the statements `IJ made on this document are true and complete to the best of my knowledae. Prime Contractor Name: Officer Signature and Title: FORM INSTRUCTIONS Prime Contractor: 1. An officer of the contractor(s) must complete this form. 2. Include only DBE firms which meet the underutilized criteria in the contract goal specification for this project (i.e., UDBE firms). 3. Complete only relevant section(s) for PART 1. 4. Ensure that the proposed UDBE has signed PART 3 of this term. 5. Complete ALL sections of PART 2 and PART 4, 6. Submit a separate CDOT Form #715 for EACH proposed UDBE. Original - Business Programs Office Date: 7. Retain a photocopy for your records. 8. Send original to: Colorado Department of Transportation - Business Programs Office 4201 E. Arkansas Ave. Denver, Colorado 80222 �- FAX: (303) 757-9019- ^ Previous editions may not be used 2 of 2 COLORADO DEPARTMENT OF TRANSPORTATION JProjecl No. JProject Code(SA#): UNDERUTILIZED DBE (UDBE) GOOD FAITH EFFORT DOCUMENTATION Date: No. Of Sheets Attached To Form: The Contractor who is the apparent low bidder on a CDOT construction project, and has failed to meet the Underutilized DBE (UDBE) contract goal, shall use this form to document all good faith efforts that were made prior to bid opening by said Contractor to meet the goal. FAILURE TO FULLY I CLEARLY COMPLETE THIS FORM MAY RESULT IN REJECTION OF THE BID. ch portion of this form is to be addressed in the space provided, or on supplemental sheets that follow the same tabular structure and format outlined below. Attach supporting documentation as required CDOT. This completed form and required attachments are to be submitted to the Business Programs Office in the Center for Equal Opportunity prior to 4.00 p.m. on the day after the day bids are aned. This form may be submitted by FAX (303-757-9019) with an original copy to follow. An extension may be granted by the DBE Liaison. Only the efforts the Contractor made prior to bid opening I count as Good Faith Efforts consistent with the instructions on CDOT Form #714. Complete the following table to summarize all outreach efforts made to UUBt firms. r or each subcontract item identified, contact by man, tax, phone and/or email iu0 /o of the Colorado certmed )BEs whose DBE work codes match the type of work being solicited and who are marked as 'CDOT GFE Eligible" on the DBE Directory. The Contractor shall ensure that initial solicitations allow )BEs at least 10 calendar days to participate effectively in the bidding process. In order to determine with certainty which UDBEs are interested, the Contractor is also required to take appropriate steps follow-up initial solicitations (e.g.. regional follow-up phone calls etc.). If soliciting by telephone, attach a summary telephone log of calls. including topic of disaission. date, time, name of person ntacted, and the response received. If soliciting by mail, fax, and/or email. attach one example copy of the letter, fax, and/or email sent to UDBEs along with a summary log that documents all dales and sponses received. Letters, faxes and/or emails must specifically identify the project, the items to be subcontracted, and the bid date. Letters, faxes and/or emails must also provide an address and one number where specific quantities or details will be available to bidders. -� DBE Work Code - , I = : DBE.WOrK Code , 1 # Of UDBEs I # Of UDBEs I % Of UDBEs_I From DBE Directbr4 - - `._ De`sdnption `. . Cnntar:rRH "Fhn16i&" Cnntnrtnd o to http:f/www.dot.state.co.us/app_ucpl and use the lirectory Updates" button on the DBE Directory to submit any of e following documented updates on UDBE firms: Contact information changes (e.g., phone and address etc.) "COOT GFE Eligibility" status changes (e.g., UDBE firm says they )Fit want to be contacted via GFE solicitations etc.) ofe: In order to verify all updates submitted. CDOT may request fditlonal information from contractors and/or UDBE finis before )sting requested changes to the Directory. Ill. Complete the following table to show all subcontract bids received (non-UDBE and UDBE), bid dollar amounts for each bid item, and the name of the successful bidder. Where bundled subcontract bids were received, break out quotes per bid itern number. If the UDBE bids were rejected, give reasons for each case. If the work is to be counted as a potential UDBE subcontract item, the Contractor cannot elect to perform that work itself when a UDBE bid is competitive or only UDBE bids are received. Cost alone may not be adequate justification for failure to use a UDBE bid. When a non-UDBE bid is significantly lower than a UDBE bid, the Contractor may choose to perform the item itself. COOT will determine whether a subcontractor's bid is "competitive" based on factors such as the percentage and dollar difference between quote(s), and/or the percentage the quote(s) represents of the overall contract. s CDOT Bid Item # r� T Break Out Bundled Quotes ( ) Closest DBE Wdrk Code. F v; Bid Item Desciption "` - e ? Subcontractor Name L + -+ r (Place an ,next to firm being, used) -� �p `` Actual Bid Item x, ru "Quote Price . >t UDBE v- Firm? &,,Oifierciii�4 On his Items That 'UDBEFirms Bid u Ll IV. The efforts required herein are not exhaustive or exclusive. Other factors or types of efforts may be relevant in appropriate cases. In determining whether Good Faith Efforts have been made, the quantity and quality of the efforts made as well as kinds of efforts made may be considered. List any additional efforts to increase UDBE contract participation, such as assisting UDBEs in obtaining bonding/insurance/lines of credit, effectively using the services of community organizations/publications, and/or requesting subcontractors to assist with providing UDBE participation. Report the results of such efforts. Note: Advertising in a publication with low UDBE subscription rates will trot be considered as quality efforts by COOT. THE CONTRAC TOR UNDERSTANDS THAT DEMONSTRATION OF GOOD FAITH EFFOR I IN ACHIEVING THE UDBE GOALS ESTABLISHED BY COOT IS REQUIRED THROUGHOUT THE PERFORMANCE OF THE CONTRACT. Company Name Phone' Fax: Title: _ Printed_Name: _. Sianature: Nil a U M� H 7 L 1 L U.S. DEPT. OF LABOR. DAVIS BACON MINIMUM WAGES. COLORADO DATE 08-03-07 GENERAL DECISION NUMBERS CO20070014 AND CO20070015. HIGHWAY CONSTRUCTION Decision Nos. CO20070014 and CO200701115 dated February 09. Modifications 117 2007 supersedes Decision Nos. C0030014 and C0030015 dated MOD 1 04-06-07 Pages 1, 5 1 ,tune 13. 2003. MOD ^- 06411-07 Page. 1. 2.5 d 6 MOD II9-03-07 Pages I. 5 3 3 When work Wlthl❑ a pC0)CCI IS located In IWO Or more counties and the minimum wages and fringe bcnefas are different for one or more Job classifications. the hiehcr minimum wages and fringe benefits Shall apply throughout the project. General Decision No. CO20070014 applies to the followinc counties: Adams. Arapahoe. Boulder, Denver. Douglas. El Paso, Jefferson. Larimcr. Mesa. Pueblo, and Weld counties. General Decision No. CO20070014 The wane and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Frin a Benefits Last Rate Mod ELECTRICIANS: 1200 Electrical work $150,000 or Tess (Pueblo county) 22.14 8,85 + 3% 1201 Electrical work over $150.000 (Pucblo countv) 26.29 8.85 + 3% I 1202 Electricians (Adams. Arapahoe. Boulder. Denver. Douglas. 28.91 10.33 Jefferson. Larimcr, and Weld counties) 1203 Electricians (El Paso county) 26.90 12.00 + 3%, 3 1204 Electricians (Mesa county) 20.31 8.56 2 1205 Traffic Signal Installer (Lone 1) 22.91 1.75 + 13`Y, 1206 Traffic Signal Installer (Zone 2) 25.91 1.75 + 13% Traffic Insuilier Zone Definitions Zone I — Within a 35 mile radius measured from the addresses of the following cities: Colorado Springs - Nevada k Bijou Denver - Ellsworth Avenue & Broadway Ft. Collins - Prospect &- College - Grand Junction - 12th R. North Avenue Pucblo-1-25 R Iiiehwa_y 50 Zone 2 - All work outside these areas. POWER EQUIPMENT OPERATORS: 1300 Asphalt Screed 21.67 8.22 2 1301 Bituminous or Asphalt Spreader/Laydown Machine 21.67 9.22 2 1302 Bulldozer 21.67 8.22 2 .2 U.S. DEPT. OF LABOR. DAVIS BACON MINIMUM WAGES. COLORADO DATE 08-03-07 GFNF.RAI, DECISION NUMBERS CO2t1070014 AND CO20070015. HIGHWAY CONSTRUCTION General Decision No. CO20070014 The wage and fringe benefits listed below reflect collectivelY bargained rates. Code Classification Basic Hourl'v Fringe Benefits Last Rate Mud POWER EQUIPMENT OPERATORS (cont.): Crane: 1305 50 tons and under 21.82 8.22 2 1306 51 to 90 tons 21.97 822 2 1307 91 to 140 tons 22.12 8.22 2 1308 141 tons and over 2288 8.22 2 Drill Operator: 1309 William MF/Watson 2500 onl. 21.97 8.22 2 Gradcr/Blade: 1310 Rouah 21.67 8.22 2 1311 Finish 21.97 9.22 2 Loader: 1312 Barber Green, etc., 6 cubic vards and under 21.67 8.22 2 1313 Over 6 cubic yards 21.82 8.22 2 Mechanic and/or WClder (Includes heavy (ohand combination mechanic and Welder): 1314 Mechanic and/or Welder 21.82 8.22 2 1315 Meehan ic/Wclder (I-lcavv duty) 21.97 8.22 2 1310 Oiler 20.97 8.22 2 Power Broom: 1317 Under 701-11) 20.97 8.22 2 1318 701IP and over 21.67 8.22 2 Roller (cz(;ludine dirt and soil compaction): 1319 Self-propelled, rubber tires under 5 tons 21.32 9.22 2 1320 Self-propelled. all types over 5 tons 21.67 8.22 2 Scraper: 1321 SmLdc howl under 40 cubic Yards 2 L82 8.22 2 Sin,,le bowl including pups 40 cubic yards and tandem bowls P p y� 133^_ 21.97 8.22 2 and over 1323 Trackhoc 21.82 8.22 2 1324 Water Truck 21.82 9.22 2 d I R J 1�A LLF -3- U.S. DEPT. OF LABOR. DAVIS BACON MINIMUM WAGES, COLORADO DATE 08-03-07 GENERAL DECISION NUMBERS CO20070014 AND CO20070015. HIGFIWAY CONSTRUCTION General Decision No. CO20070014 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod Laborers: Asphalt Laborer/Raker. Common Laborer, 1400 ,and Concrete Lahorcr/Matson Tender I G.29 4 25 General Decision No. CO20070014 The wage and fringe benefits listed below do not renect collectively bargained rates. 1500 Bricklavers 15.55 2.85 Carpenters: 1600 Form Work (Excluding curbs and gutters) 16.54 3.90 1601 All other work 16.61 3.88 1700 Concrete Finishers/Cement Masons 16.05 3.00 1 ronworkers: 1900 Reinforcine 16.69 5A5 1901 Brid-e Rail (Excludes guardrail) 1822 6.01 Laborers: 2001 Fence Erector (Includes fencing.on bridges) 13.02 3.20 2002 Form Work (Curbs and gutters only) 11.85 3.45 2003 Guardrail Erector (Excludes bridgerail) 12.89 320 2004 Landscape and Irrigation Lahorcr 12.26 3.16 2005 Pipelaycr 13.55 2.41 2006 Striping Laborer (Pre -form layout and removal of pavement 12.62 3.21 markings) 2007 Traffic Director/Flaggor 9.55 3.05 Traffic and Sign Lahorcr (Sets up barricades and cones. 2008 IZ43 322 and installs ermancm signs) PAINTERS 2100 Brush 16.94 2.10 2101 Spray 16.99 2.87 POWER EQUIPMENT OPERATORS: 2200 Backhoes 16.54 424 2201 Bobcat/Skid Loader 15.37 428 2202 Concrete Pump Operator 1652 4.30 -4- U.S. DEPT. OF LABOR. DAVIS BACON MINIMUM WAGES, COLORADO DATE 08-03-07 GENERAL DECISION NUMBERS CO20070014 AND CO 0070015_ uI(',FIWA)'CONCTRI ICTInN General Decision No. CO20070014 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Hourk Fringe Benefits Last Rate Mod POWER EQUIPMENT OPERATORS (cont.): Drill Operator: 2203 All except William MF/Watson 2500 16.74 2.66 2204 Forklift 15.91 4.09 2205 RotomillOperator 16.22 4.41 2206 Post Driver/Punch Machinc 16.07 4.41 2207 Tractor 13.13 2.95 2208 Compactor (Dirt and soil only) 16.70 3.30 Croundman (Traffic signalization) 2301 Class C 11.44 3.25 Truck Drivers: 2400 Floats -Semi Truck 14.86 3.08 2401 Multipurpose Truck - Specialty d Iioistin, 14.35 3.49 2402 Truck Mechanic 16.91 3.01 2403 Pickup Truck (Includes Pilot and Sign/Barricade Truck) 13.93 3.68 2405 Singlc Axle Truck 14.24 3.77 2406 Distributor Truck I5.80 527 2407 Dump Truck: 2408 14 cubic yards and under 14.93 5.27 2409 15 to 29 cubic yards 15.27 5.27 2410 30 to 79 cubic yards 15.80 5.27 2411 80 cubic yards and over 16.45 5.27 2412 Low Boy Truck 17.25 5.27 WELDERS - Receive rate prescribed for craft performing operation to which weldinp is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed ma_v be added after award on1v as provided in the Tabor standards contract clauses 129 CFR 5.5(a)(1)(ii)j. END OF GENERAL DECISION NUMBER CO20070014. -5- E] Nrb ?a M fl 0 N N U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES. COLORADO DATE 08-03-07 GENERAL DECISION NUMBERS CO20070014 AND CO20070015. HIGHWAY CONSTRUCTION General Decision No. C0070015 applies to the following counties: Alamosa. Archuleta. Baca, Bent. Chaffee, Cheyenne. Clear Creek, Conejos, Costilla. Crowley, Custer, Delta, Dolores, Eagle, Elbert, Fremont, Garfield, Gilpin, Grand, Gunnison. Hinsdale, Huerfano, Jackson, Kiowa. Kit Carson, La Plata, Lake, Las Animas, Lincoln, Logan. Mineral, Moffat, Montezuma, Montrose. Morgan. Otero, Ouray. Park, Phillips. Pitkin, Prowers, Rio Blanco. Rio Grande, Roust. Saguache, San Juan. San Miguel, Sedgwick. Summit. Teller, Washington. and Yuma counties. When work within a project Is located in two or more counties. and the minimum wages and fringe benefits are different for one or more Job classifications. the higher minimum wages and fringe benefits shall apply throughout the project. General Decision No. CO20070015 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod ELECTRICIANS: (Including traffic siLnal installation) Electrical work $150.000 or less (Alamosa, Archuleta. Baca. ,200 Bent. Chaffee. Coneos. Costilla. Crowley. Custer. Fremont. 22.14 8.85 + 3% l luerfano, Kiowa, Las Animas. Mineral. Otero, Prowers. Rio Grande, and Saguache counties) Electrical work over $150,000 (Alamosa. Archuleta. Baca. Bent. Chaffee. Conc os. Costilla. Crowley, Custer, Fremont. 26.29 8.85 + 3rY, 1 ''2f11 I luerfano, Kiowa, Las Animas. Mineral, Otero, Prowers, Rio Grande. and Saguache counties) Electricians (Clear Creek, Eagle. Gilpin, Grand. Jackson. Lake, 3202 Logan. Morgan. Phillips, Scdgwick, Summit. Washington, 28.91 10.33 and Yuma counties) 3203 Electricians (Cheyenne. Elbert. Kit Carson. Lincoln. Park. 26.80 12.00+ 3% 3 and Teller counties) Electricians (Dolores. Garfield. Gunnison, Hinsdale. La Plata. 3204 Moffat. Montezuma. Ouray. Pitkin. Rio Blanco, Routt, San Juan. 28.06 8.76 2 and San Miguel counties) 3205 Electricians (Delta and Montrose counties) 20.31 8.56 2 3206 Traffic Signal Installer (Zone 1) 22.91 1.75+13% 3207 Traffic Signal Installer (Zone 2) 25.91 1.75 + 13% Traffic Installer Zone Definitions Zone I — Within a 35 mile radius measured from the addresses of the following cities: Colorado Springs - Nevada d Bi.jou Denver - Ellsworth Avenue K Broadway , Ft. Collins - Prospect X College Grand .Junction - 12th & North Avenue Pueblo -1=-S K Highway 50 Zone 2 - All work outside these areas. N I 10 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 6062 Lemay Right Turn Lane at Mulberryand is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by City of Fort Collins Engineering Department, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within Forty Five (45) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within Fifty Two (52) calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Defined as all roadway pavement completed. 9/12/01 Section 00520 Page 1 -6- U.S. DEPT. OF LABOR. DAVIS BACON MINIMUM WAGES. COLORADO DATE (IS-03-07 r77:NPBAI nFrTIC1r1N mimnrRQ r'mt1070014 ANn (,n10070n15 HICFIN'AY C:DNSTRIICTION General Decision No. CO20070015 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benelits Last Rate Mod POWER EQUIPMENT OPERATORS: 3300 Bituminous or Asphalt Spreader/Laydown Machine 21.67 8.22 2 3301 Bulldozcr 21.67 8.22 2 Cranc: 3302 50 tons and under 21.82 S.22 2 3303 51 to 90 tons 21.97 8.22 2 3304 91 to 140 tons 22.12 8.22 2 3305 141 tons and over 22.99 8.22 2 3306 Grade Checker 21.82 8.22 2 Loader: 3307 Barber Green_ ctc.. 6 cubic vards and under 2L67 8.22 2 3308 Over 6 cubic vards 21.82 S.22 2 Roller (excluding din and soil compaction): 3309 Self-propelled. rubber tires under 5 tons 21.32 8.22 2 3310 Self-propelled all types over 5 tons 21.67 8.22 2 3311 Trackhoc 21.82 822 2 3312 Oiler 20.97 8 22 2 3313 Water Wacon 21.82 8.22 2 GCoCral Decision No. CO20070015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Carpenters: 3600 Form Building and Setting (Excludine curbs and gutters) 1.5.92 5.38 3601 All other work 16.30 3.71 3700 Concrete Finishers/Cement Masons 15.55 2.85 3800 Groundman (Traffic sh nalization) 11.57 3.50 Ironworkers: 3900 Reinforcing 16.94 6.77 3901 Bridge Rail (Excluding guardrail) 16.76 6.01 R -7- N T J t'k I. yi S^ i{ K IE� I" Ifll Na U.S. DEPT. OF LABOR. DAVIS BACON MINIMUM WAGES. COLORADO DATE 08-03-07 GENERAL DECISION NUMBERS CO20070014 AND CO20070015. 111GHWAY CONSTRUCTION General Decision No. CO20070015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod Laborers: 4000 Asphalt Laborcr/Raker 12.40 2.92 4001 Common 12.44 3.53 4002 Concrete Laborcr/Mason Tender 12.44 3.10 4003 Striping --Paint Laborer (Pre -Corm layout and removal of 13.90 3.07 pavement markings) 4004 Traffic Director/Flagacr 9.42 3.21 4005 Traffic/Sign Laborer (Sets up barricades and cones. 12.39 320 and installs permanent signs) 4007 Guardrail (Excludes bridgcrail) 12.75 331 4005 Formwork (Curbs and gutters onh') 12.92 4.54 4009 Landscape Laborer (Including irrigation work) 12.21 3.16 Painters: 4100 Sprav 17.54 3.52 POWER EQUIPMENT OPERATORS: 4200 Asphalt Plant 17.23 1.20 4201 Asphalt Scrced 16.21 3.76 4202 Backhoe 16.42 4.42 4203 Compactor (Dirt and soil only) 16.52 3.13 4204 Gradcr/Blade 1639 4.20 Mechanic and or Welder (Includes hcavv duty and combination 16.74 420 4205 mechanic welder) 4206 Post Driver/Punch Machine 16.07 4.41 4207 RotmnillOperator 1629 4.41 4209 1 Scraper 17.62 3.16 -h- U.S. DEPT. OF LABOR. DAVIS BACON MINIMUM WAGES. COLORADO DATE 06-03-07 GENERAL DECISION NUMBERS CO20070014 AND CO20070015. HIGU'A"AY CONSTRUCTION General Decision No. CO20070015 The wage and fringe benefits listed below do not reflect collectively, bargained rates. -Code Classification Basic Hourly Fringe Benefits Last Rate Mod Truck Drivers: 4400 Dump 14.15 3.83 4401 Low Bov 15.07 4.56 4402 Truck Mechanic 15.97 4.61 4403 Multipurpose Truck-Specialtq and Hoisting 14.60 3.49 4404 Pickup (Including pilot car) 14.04 3.49 4405 Water Truck 14.88 2.07 4406 Distributor 15.90 5.27 WELDERS - Receive rate prescrihcd for craft perforniml- operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the lahor standards contract clauses 129 CFR 5.5(a)(I)(ii)l. END OF GENERAL DECISION NUMBER CO20070015. A, del M'I R9': WnG It 71, f� - U.S. DEFT. OF LABOR. DAVIS BACON MINIMUM WAGES. COLORADO DATE 08-03-07 GENERAL DECISION NUMBERS CO20070014 .AND CO2007001 i. 1I1GI IWAY CONSTRUCTION WAGE DETERMINATION APPEALS PROCESS I.) Has there been an initial decision in the matter? This can be: ♦ an existing published wage determination ♦ it survey underlying a wage determination ♦ a Wage and Hour Division letter Sctling forth it position on a wage determination matter ♦ a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey wits conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not Satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of construction wane Determinations. Write to: Branch of Construction Wage Determinations Waee and Flour Division U.S. Department of Labor 200 Constitution Avenue. N.W. Washington. D.C. 20210 If the answer to the question in I.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wagc and )-lour Administrator (See 29 CFR Part 1.8 and 29 CPR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, D.C. 20210 The request should be accompanied by it full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requester considers relevant to the issue. 3.) if the decision of the Administrator is not favorable. an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue. N.W. Washington. D.C. ^_0210 4.) All Decisions of the Administrative review board are final. April 12, 2007 1 ON THE JOB TRAINING This training special provision supplements subparagraph 6 of paragraph B and supersedes subparagraph 7b of ^ paragraph C of the Special Provision entitled "Affirmative Action Requirements, Equal Employment Opportunity" u and is an implementation of 23 U.S.C. 140 (a). As part of the Contractor's Equal Employment Opportunity Affirmative Action Program, training shall be provided on projects as follows: `J (a) General Requirements 1. The Contractor shall provide on the job training aimed at developing full journey workers in the type of skilled craft involved. ^ 2. Training and upgrading of minorities and women toward journey worker status are a primary objective of " this specification. Accordingly, the Contractor shall make every reasonable effort to enroll minority ^ trainees and women (e.g., by conducting systematic and direct recruitment through public and private sources likely to yield minority and women trainees) to the extent that such persons are available within a reasonable area of recruitment. The Contractor shall be responsible for demonstrating the steps that were taken in pursuance thereof, prior to a determination as to whether the Contractor is in compliance with this specification. This training commitment shall not be used to discriminate against any applicant for training whether a member of a protected class or not. An employee shall not be employed or utilized as a trainee in any skilled craft in which the employee has ^ successfully completed a training course leading to journey worker status or in which the employee has been employed as a journey worker on a permanent and regular basis. The intent of the OJT Program is to train unskilled workers into a skilled job; the intent is not to use a previously trained and skilled worker to meet the project training requirements. The Contractor shall satisfy this requirement by including appropriate questions (i.e. Have you ever completed a formal training class in the craft that you are working in? worked as a journeyman in the highway construction industry?) in the employee application or by other suitable means. Regardless of the method used, the Contractor's records shall document the findings in each case. u In order to enhance promotion from within the Contractor's unskilled workforce, the Contractor may utilize an unskilled worker as a journey worker in a skilled craft, provided that the worker is paid the required contract journey worker rate. In that event, the trainee will have an opportunity to advance to journey worker status in and/or outside of the OJT program. The minimum length and type of training for each skilled craft shall be as established in the training program selected by the Contractor and approved by the Department and the Colorado Division of the Federal Highway Administration (FHWA), or the U. S Department of Labor IDOL), Bureau of Apprenticeship and Training (BAT). The Department and the FHWA will approve a program if it is reasonably calculated to meet the Equal Employment obligations of the Contractor and to qualify the average trainee for journey worker status in the skilled craft concerned by the end of the training period. Apprenticeship and training programs will be accepted if registered with the U.S. Dept. of Labor, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau. To obtain FHWA approval, the Contractor's training program will be reviewed by the CDOT Center for Equal Opportunity and approved by the Colorado Division of the FHWA. The Contractor shall allow up to 30 days for FHWA review. The proposed training program shall be submitted by the Contractor to: u CDOT Center for Equal Opportunity 4201 East Arkansas Avenue Denver, CO 80222 The following documentation shall be submitted: A. Evidence of an approved training program. U April 12, 2007 A ntl E N I I'll, r ' 2 ON THE JOB TRAINING A copy of the current applicable approved training program, including a copy of the applicable ratios of trainees/apprentices to journey worker for a project. 5. Approved training programs shall provide the trainee with a minimum of 2000 hours of training which includes a minimum of 40 hours of classroom training. Credit for prior classroom or other training may be allowed it such training is relevant to the trainees' current training program requirements. 6. Training is to be provided in the construction crafts rather than clerk -typists or secretarial -type positions. There will be no reimbursement for oftsite training. The Contractor shall pay the training program wage rates and the correct fringe benefits to each registered trainee employed on the contract work and currently enrolled in an approved program. The wage rate and fringe benefit rates will correspond with the applicable minimum wage decision for the project. The minimum trainee wage shall be no less than the wage for the Guardrail Laborer classification as indicated in the appropriate Davis Bacon wage decision. However, if the trainee is in a BAT approved training program, the wage rate should be as described in the current apprenticeship program. 8. All apprentices or trainees that are used to meet the OJT goal and/or for whom the Contractor shall request reimbursement must first be approved by the CDOT Regional Civil Rights Manager before commencing work on the project. The Contractor shall meet the requirements of the FHWA 1273 for all apprentices and trainees. Approval for the apprentice or trainee to begin work on a CDOT project will be based on information from the items listed below, and any additional criteria identified by CDOT in other parts of this specification. A. Evidence of the registration of the trainee or apprentice into the approved training program as submitted by the Contractor or sponsor to the CDOT Center for Equal Opportunity. B. The completed Form 838 for each trainee or apprentice as submitted to the Engineer. 9. Within the first 100 hours of training time completed, the Contractor shall provide each trainee with a review of the approved training program, pay scale, pension and retirement benefits, health and disability benefits, promotional opportunities, and company policies and complaint procedure. The Contractor shall also furnish the trainee a copy of the approved training program. 10. On a monthly basis, the Contractor shall provide to the Engineer a completed On the Job Training Progress Report (Form 832) for each approved trainee or apprentice on the project. The Form 838 will be reviewed and approved by the CDOT Regional Civil Rights Manager before reimbursement will be made. The Contractor will be reimbursed for each approved apprentice or trainee required by the Department and documented on Form 832, but not more than the OJT Force Account budget unless approved by the Engineer through a Change Order. Upon completion of training, transfer to another project, termination of the trainee or notification of final acceptance of the project, the Contractor shall submit to the Engineer a "final" completed Form 832 for each approved apprentice or trainee. 11. All forms referred to are available from the CDOT Center for Equal Opportunity, through the CDOT Regional Civil Rights Manager, or on CDOT's website at http://www.dot.state.co.us/Bidding/BidForms-htm. 12. The Engineer will provide reimbursement to the Contractor. Payment is based on the number of hours of on the job training the Contractor provides to the trainee under this Contract and the applicable reimbursement rate. Submission of the Form B32 will document the training hours provided during the month, and will be considered a request for payment. Where applicable, the Contractor shall note and explain discrepancies between the hours documented on Form 832 and the corresponding certified payrolls. To receive payment, the Forms 838 and 832 shall be completed in full and the Contractor shall be in compliance with all requirements of this specification and the provisions of FHWA 1273. April 12, 2007 3 ON THE JOB TRAINING ■ 13. Failure to provide the required training impedes the Departments federal mandate to bring women and , minorities into the construction industry. Although precise damages to the program are difficult to calculate, they are, at a minimum, equivalent to the loss to the individuals who were the intended beneficiaries of the program. Therefore, where the Contractor fails to provide the required number of _ training hours and has failed to establish why the Contractor was unable to do so, the Contractor will be assessed an amount equal to the following damages to be deducted from the final progress payment: u A sum representing the number of training hours specified in the Contract, minus the number of training ^ hours worked as certified on Form 832, multiplied by the journey worker hourly wages plus fringe benefits u [(A hours — B hours worked) x (C dollar per hour + D fringe benefits)] = Damages Assessed. The journey worker scale is that for the skilled craft identified on the contract's wage decision document. ^ The Engineer will provide the Contractor with a written Default Notice during acceptance of the project informing the Contractor of the noncompliance with this specification, in accordance with subsection 108.09. which will include a calculation of the damages to be assessed. (b) Standard Training Program If the Contractor is not participating in the Department's Colorado Training Program, the training shall be provided according to the following in addition to the general requirements outlined above in art a P 9 9 9 q P O 1. The number of training hours for the trainees to be employed on the project shall be as shown in the r Contract. The trainees or apprentices employed under the Contract shall be registered with the Department using Form 838. 2. Subcontractor trainees who are enrolled in an approved Program may be used by the Contractor to satisfy the requirements of this specification. 3. At least ten working days prior to the first progress payment to be made after work has begun, the ^ Contractor shall submit to the Engineer documentation showing DOL or FHWA approval of the Contractor's training program, a plan that identifies total training hours for each trainee, and the construction phase for training each of the proposed trainees, including the duration, for this specific ^ project. u Progress payments may be withheld until this plan is submitted and approved and may be withheld if the approved plan is not followed. Lv, 4. A trainee shall begin work on the project as soon as possible and shall be utilized in accordance with the applicable training program and as long as meaningful training opportunities exist. It is not required that all trainees be utilized on the project for the entire length of the Contract. 5. The Contractor will be reimbursed 80 cents per hour for each approved apprentice or trainee required by the Department. 6. In order to receive reimbursement, the Contractor shall provide on Form 832 the number of training hours specified in the OJT goal assigned to the project. Reimbursement will be made only for hours worked by an apprentice or trainee who has been approved by the Department to meet the OJT training requirement. 7. The OJT goal for the project will be included in the Project Special Provisions and will be determined by the Regional Civil Rights Manager after considering: A. Availability of minorities, women, and disadvantaged for training; B. The potential for effective training; C. Duration of the Contract; J u April 12, 2007 N D .w zti a;` "a eg 4 ON THE JOB TRAINING D. Dollar value of the Contract; E. Total normal work force that the average bidder could be expected to use; F. Geographic location; G. Type of work; and H. The need for additional journey workers in the area; 8. The guidelines for contract dollar value, minimum total training hours, and maximum reimbursement are as follows: Category " _.._ .-... A 'Contract dollarivalue ; f, Up to 1 million Minimum;totaCtraimng { hours to belprovkded, onthe roect _,.._ P 0 -'Maximum reimbursement'' �-,allowed 0 %B ;� >1i 2 million 320, i 6$oD W.1 u'i �rt2 L� .•".. C >2 - 4 million 640 $800 D >4 6imtllkon 1280 $1400 E >6 - 8 million 1600 $1700 F >8 12,million 1920 $2000 G >12 - 16 million 2240 $2,400 , ,rH For each increment of 1 $5 million, over $20 1280 $1400 million 9. The Contractor shall have fulfilled its responsibilities under this specification if the CDOT Regional Civil Rights Manager has determined that it has provided acceptable number of training hours specified in the Contract in accordance with this specification. (c) Colorado Training Program. If the Contractor has a current approved Colorado Training Program plan, the training shall be provided according to the following in addition to the general requirements outlined in part (a) above when applicable. 1. The Contractor shall comply with the requirements of the Department's procedures as defined in this specification. 2. If the Contractor has an approved Colorado Training Program, then it shall be exempted from the contract OJT goal, but not from the requirement to provide training in accordance with the Contractor's approved training plan. Contractors shall have an approved Colorado Training Program Plan for the calendar year to be able to use this option. Contractors who do not have an approved Colorado Training Program Plan shall comply with the requirements of part (b) of this specification. 3. Each trainee enrolled in the Colorado Training Program will receive a minimum of 1200 hours per year of on the job training. Up to 200 hours of oftsite classroom training can be included in the 1200 hours minimum. The trainee's hours per year may be on CDOT or non-CDOT projects. April 12, 2007 5 ON THE JOB TRAINING 4. At least ten working days prior to the first progress payment to be made after work has begun, the Contractor shall submit to the Engineer documentation showing DOL or CDOT approval of the Contractor's training program and proof of good standing in the Colorado Training Program. 5. The Contractor will be reimbursed $4.80 per hour for each approved apprentice or trainee required by the Department and documented on Form 632, but not more than the OJT Force Account budget unless approved by the Engineer by Change Order. Of the $4.80 per hour reimbursed to the Contractor, any amount over $0.80 per hour shall be forwarded by the Contractor to the trade or labor organization(s) or other CDOT-approved sponsor through which the Contractor obtains its trainees or apprentices (sponsor) and shall be spent for training and recruitment. The Department will not reimburse for classroom training L or training provided on non-CDOT projects. The Contractor shall make every effort to enroll minority and female trainees and apprentices from within the Contractor's workforce and from the community by recruiting through public and private sources likely to yield minority and women trainees to the extent which these recruits are available in the geographic area. 6. The Contractor will be considered in compliance with the requirements of the Colorado Training Program when the Contractor demonstrates to the Department that it has met the requirements described in this specification and the Contractor's approved Colorado Training Program Training Plan. V 7. Contractors who are in compliance with the Colorado Training Program will receive hours credit for their trainees whether they work on a CDOT or a non-CDOT project. Contractors will be reimbursed by CDOT r only for hours worked on CDOT projects. V 8. The Contractor shall comply with the affirmative action requirements in their approved Colorado Training Program Plan. V 9. The minimum required number of trainees to be employed by the Contractor shall be as shown in the Contractor's approved Colorado Training Program Plan. To be entitled to participate in the Colorado Training Program, the Contractor agrees to a minimum .. trainee commitment based on the Contractor's average annual dollar amount of contracts with CDOT over the last three calendar years. One trainee is required for every four million dollars of contract work with the Department. Please refer to the following table for the number of trainees required. Three Year Average _;' , -_ Nurnber,of.,Tra nees $0.00 - $3.999.999 0 7" c ... '_ $4'- `-. 000-, .7;999;999 ,- �, 1 d $8 000 000 $11 999 999 2 $12' 000'000 '$_15 999 999 $16,000.000-- $19.999,999 4 i- _$2Q 000 000 23 999 999,;. !t_ u.j ,; _ ,.t,�.'.t ' _�.., ,.. $24,000.000-_$27,999.999 6 _ $28,000 000_-,$3d 999 999'. $32.000.000 - $35,999,999 8 FITT $40,000,000 - $43,999,999 10 'Etc. A Contractor or their program sponsor may obtain its three year average by contacting the OJT Manager at the CDOT Center for Equal Opportunity, 303-757-9234. 10. The Contractor shall have fulfilled its responsibilities described in this special provision if it has remained in compliance with the Colorado Training Program during the life of the Contract. u V August 1, 2005 1 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS Attached is Form FHWA 1273 titled Required Contract Provisions Federal -Aid Construction Contracts. As described in Section I. General, the provisions of Form FHWA 1273 apply to all work performed under the Contract and are to be included in all subcontracts. 9 M Me, ' P A u R?;a A All sidewalk and drainage features and fence completed. All final grading and seeding completed. One Hundred Seventy Four Dollars ($174) for each calendar day or " fraction thereof that expires after the Forty Five (45) calendar day period for Substantial Completion of the Work until the Work is1^ Substantially Complete. 2) Final Acceptance After Substantial Completion, One Hundred Seventy Four Dollars., ($174) for each calendar day or fraction thereof that expires after the Seven (7) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $_ Dollars, in accordance with Section 00300, attached and incorporated!1 herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be;,t processed by ENGINEER as provided in the General Conditions. I 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General' Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit _ Price Work.1 t.i 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the r aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 501 completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been � satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain; satisfactory to them, there will be no additional retainage on account of Work'`-' completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% Of materials and equipment not incorporated in the Work (but delivered, suitablyL.., 9/12/01 Section 00520 Page 2 u August 1, 2005 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS FH W A-1273 Elec conic versmn --March 11), 1994 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 6. Selection of Labor: During the performance of this con - Page tract, the contractor shall not: I. General.........................................................1 II. Nondiscrimination............................................1 III. Nonsegrated Facilities. ..... ....................... ....... 3 IV. Payment of Predetermined Minimum Wage ..........3 V. Statements and Payrolls...................................6 VI. Record of Materials, Supplies, and Labor.............6 VII. General Subletting or Assigning the Contract .........- VIII. Safety: Accident Prevention...............................7 IX. False Statements Concerning Highway Projects...7 X. Implementation of Clean Air Act and Federal Water Pollution Control Act................................8 XI. Certification Regarding Debarment, Suspension...... Ineligibility, and Voluntary Exclusion..................8 XII. Certification Regarding Use of Contract Funds for... Lobbying......................................................9 ATTACHMENTS A. Employment Preference for Appalachian Contracts (included in Appalachian contracts only) I. GENERAL 1. These contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superin- tendence and to all work performed on the contract by piecework, station work, or by subcontract. 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations contained in these Required Contract Provisions, and further require their inclusion in any lower tier subcontract or purchase order that may in turn be made. The Required Contract Provisions shall not be incorporated by reference in any case. The prime contractor shall be responsible for compliance by any subcontrac- tor or lower tier subcontractor with these Required Contract Provisions, 3. A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient grounds for termination of the contract. 4. A breach of the following clauses of the Required Contract Provisions may also be grounds for debarment as provided in 29 CFR 5.12: Section I, paragraph 2; Section IV, paragraphs 1, 2, 3, 4, and T, Section V. paragraphs 1 and 2a through 2g. 5. Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accor- dance with the procedures of the U.S. Department of Labor (DOL) as set forth in 29 CFR 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the DOL, or the contractor's employees or their representatives. a. discriminate against labor from any other State, posses- sion, or territory of the United States (except for employment preference for Appalachian contracts, when applicable, as specified in Attachment A), or b. employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are on parole, supervised release, or probation. :NP.Ii76Y�7:117dGI\I[�]i (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) t. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The Equal Opportunity Construction Contract Specifications set forth under 41 CFR 60-4.3 and the provisions of the American 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 in 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 State highway agency (SHA) and the Federal Government in carrying out EEO obliga- tions and in their review of his/her activities under the contract. b. The contractor will accept as his operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, preapprenticeship, and/or on-the-job training.' 2. EEO Officer: The contractor will designate and make known to the SHA contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active contractor program of EEO and who must be assioned adequate 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 in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not I August 1, 2005 3 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS less often than once every six months, at which time the contract- or's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees wM be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractors procedures for locating and hiring minority group employees. d. Notices and posters setting forth the contractor's EEC policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employ- ees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contrac- tor will include in all advertisements for employees the notation "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minority groups in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargain- ing agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants. To meet this requirement, the contrac- tor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agree- ment providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the contractors compliance with EEO contract provisions. (The DOL has held that where implementation of such agreements have the effect of discriminating against minorities or women. or obligates the contractor to do the same, such imple- mentation violates Executive Order 11246, as amended.) c. The contractor will encourage his present employees to refer minority group applicants for employment. Information and procedures with regard to referring minority group applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion. transfer, demotion, layoff, and termination, shall 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 inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimina- tion may affect persons other than the complainant, such correc- tive action shall include such other persons. Upon completion of each investigation, The contractor will inform every complainant of all of his avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., appren- ticeship, and on-the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. c. The contractor will advise employees and applicants for employment of available training programs and entrance require- ments for each. d. The contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of minority and female employees. Actions by the contractor either directly or through a contractor's association acting as agent will include the procedures set forth below. a. The contractor will use best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for member- ship in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment. b. The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, August 1, 2005 u 4 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS national origin, age or disability, making full efforts to obtain qualified andior qualifiable minority group persons and women. The DOL has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement provid- ing for exclusive referral failed to refer minority employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the SHA. 8. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. a. The contractor shal notify afi potential subcontractors and suppliers of his/her EEO obligations under this contract. b. Disadvantaged business enterprises (DBE), as defined in 49 CFR 23, shall have equal opportunity to compete for and perform subcontracts which the contractor enters into pursuant to this contract. The contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of DBE construction firms from SHA personnel. c. The contractor will use his best efforts to ensure subcon- tractor compliance with their EEO obligations. 9. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following completion of the contract work and shall be available at reasonable times and places for inspection by autho- rized representatives of the SHA and the FHWA. a. The records kept by the contractor shall document the following: (1) The number of minority and non -minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportuni- ties for minorities and women; (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees; and (4) The progress and efforts being made in securing the services of DBE subcontractors or subcontractors with meaningful minority and female representation among their employees. 6. The contractors will submit an annual report to the BHA each July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently enuaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. If on -the - job training is being required by special provision, the contractor will be required to collect and report training data. III. NONSEGREGATED FACILITIES (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) a. By submission of this bid, the execution of this contract or subcontract, or the consummation of this material supply agree - ment or purchase order, as appropriate, the bidder, Federal -aid construction contractor. subcontractor, material supplier, or vendor, as appropriate, certifies that the firm does not maintain or provide for its employees any segregated facilities at any of its establishments, and that the firm does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The firm agrees that a breach of this certification is a violation of the EEO provisions of this contract. The firm further certifies that no employee will be denied access to adequate facilities on the basis of sex or disability. b. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms. restaurants and other eating areas,. timeclocks, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive, or are, in fact. segregated on the basis of race, color, religion, national origin. age or disability, because of habit, local custom, or otherwise. The only exception will be for the disabled when the demands for accessibility override (e.g. disabled parkingl. C. The contractor agrees that it has obtained or will obtain identical certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material supply agreements of $10,000 or more and that it will retain such certifications in its files. IV. PAYMENT OF PREDETERMINED MINIMUM WAGE (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural minor collectors, which are exempt.) 1. General: a. All mechanics and laborers employed or working upon the site of the work will 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 (29 CFR 3) issued by the Secretary of Labor under the Copeland Act (40 U.S.C. 276c)] the full amounts of wages and bona fide fringe benefits (or cash equivalents thereot) due at time of payment. The payment shall be computed at wage rates not less than those contained in the wage determination of the Secretary of Labor (hereinafter "the wage determination") which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics. The wage determination (including any additional classifications and wage rates conformed under paragraph 2 of this Section IV and the DOL poster (WH-1321) or Form FHWA-1495) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. For the purpose of this Section, contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis -Bacon Act (40 U.S.C. 276a) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics. subject to the provi- sions of Section IV, paragraph 3b, hereof. Also, for the purpose of this Section, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, i August 1, 2005 ;J R� ar LJ' M It r, 5 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS without regard to skill, except as provided in paragraphs 4 and 5 of this Section IV. b. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein, provided, that the employers payroll records accurately set forth the time spent in each classification in which work is performed. c. All rulings and interpretations of the Davis -Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorpo- rated by reference in this contract. 2. Classification: a. The BHA contracting officer shall require that any class of laborers or mechanics employed under the contract, which is not listed in the wage determination, shall be classified in conformance with the wage determination. b. The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the following criteria have been met: (1) the work to be performed by the additional classifi- cation requested is not performed by a classification in the wage determination; (2) the additional classification is utilized in the area by the construction industry: (3) the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; and (4) with respect to helpers. when such a classification prevails in the area in which the work is performed. c. If the contractor or subcontractors, as appropriate, the laborers and mechanics (if known) to be employed in the addition- al classification or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the DOL, Administrator of the Wage and Hour Division, Employment Stan- dards Administration, Washington, D.C. 20210. The Wage and Hour Administrator, or an authorized representative, will approve, modify. or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. d. In the event the contractor or subcontractors, as appro- priate, the laborers or mechanics to be employed in the additional classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommenda- tion of the contracting officer, to the Wage and Hour Administrator for determination. Said Administrator, or an authorized represen- tative, 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 additional time is necessary e. The wage rate (including fringe benefits where appropri- ate) determined pursuant to paragraph 2c or 2d of this Section IV shall be paid to all workers performing work in the additional classification from the first day on which work is performed in the classification. 3. Payment of Fringe Benefits: a. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor or subcontractors. as appropriate, shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof. b. If the contractor or subcontractor, as appropriate, does not make payments to a trustee or other third person, he/she may consider as a part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the Secre- tary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 4. Apprentices and Trainees (Programs of the U.S. DOL) and Helpers: a. Apprentices: (1) Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the DOL, Employment and Training Administration. Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau, or if a person is employed in his/her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State apprenticeship agency (where appropriate) to be eligible for probationary employment as an apprentice. (2) The allowable ratio of apprentices to journeyman - level employees on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate listed in the wage determination for the classification of work actually performed. In addition, any appren- tice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor or subcontractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (ex- pressed in percentages of the journeyman -level hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. (3) Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeyman -level hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator for the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. (4) In the event the Bureau of Apprenticeship and Training. or a State apprenticeship agency recognized by the August 1, 2005 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS Bureau, withdraws approval of an apprenticeship program, the contractor or subcontractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the comparable work performed by regular employees until an accept- able program is approved. b. Trainees. (1) Except as provided in 29 CFR 5,16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the DOL, Employ- ment and Training Administration. (2) The ratio of trainees to journeyman -level employees on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Any employee listed on the payroll at a trainee rate who is not regis- tered and participating in a training plan approved by the Employ- ment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classifica- tion of work actually performed. In addition. any trainee perform- ing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. (3) Every trainee must be paid at not less than the rate specified in the approved program for his/her level of progress, expressed as a percentage of the journeyman -level hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman -level wage rate on the wage determination which provides for less than full fringe benefits for apprentices, in which case such trainees shall receive the same fringe benefits as apprentices. (4) In the event the Employment and Training Adminis- tration withdraws approval of a training program, the contractor or subcontractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Helpers. Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable wage determination or is approved pursuant to the conformance procedure set forth in Section IV.2. Any worker listed on a payroll at a helper wage rate, who is not a helper under a approved defini- tion, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually per- formed. 5. Apprentices and Trainees (Programs of the U.S. DOT): Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal - aid highway construction proorams are not subject to the require- ments of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentd- es and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 6. Withholding: The SHA shall upon its own action or upon written request of an authorized representative of the DOL withhold, or cause to be withheld, from the contractor or subcontractor under this contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to Davis -Bacon prevailing wage requirements which is held by the same prime contractor, as much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract, In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, em- ployed or working on the site of the work, all or part of the wages required by the contract, the SHA contracting officer 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. 7. Overtime Requirements: No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers, mechanics, watchmen or guards (including apprentices, trainees, and helpers described in paragraphs 4 and 5 above) shall require or permit any laborer, mechanic, watchman, or guard in any workweek in which he/she is employed on such work. to work in excess of 40 hours in such workweek unless such laborer, mechanic, watchman, or guard receives compensation at a rate not less than one -and -one-half times his/her basic rate of pay for all hours worked in excess of 40 hours in such workweek. 8. Violation: Liability for Unpaid Wages:, Liquidated Damages: In the event of any violation of the clause set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be liable to the affected employee for his/her unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of 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 individual laborer, mechanic, watchman, or guard employed in violation of the clause set forth in paragraph 7, in the sum of $10 for each calendar day on which such employee was required or permitted to work in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph 7. 9. Withholding for Unpaid Wages and Liquidated Damages: The SHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or cause to be withheld, from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 8 above. V. STATEMENTS AND PAYROLLS (Applicable to all Federal -aid construction comracts exceeding $2.000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural collectors, which are exempt.) 1. Compliance with Copeland Regulations (29 CFR 3): August 1, 20D5 I Lt I a 'kt r4' 7 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS The contractor shall comply with the Copeland Regulations of the Secretary of Labor which are herein incorporated by reference. 2. Payrolls and Payroll Records: a. Payrolls and basic records relating thereto shall be maintained by the contractor and each subcontractor during the course of the work and preserved for a period of 3 years from the date of completion of the contract for all laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work. b. The payroll records shall contain the name, social security number, and address of each such employee, his or her correct classification; hourly rates of waaes paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section I(b)(2)(B) of the Davis Bacon Act), daily and weekly number of hours worked; deductions made; and actual wages paid. In addition, for Appalachian contracts, the payroll records shall contain a notation indicating whether the employee does, or does not, normally reside in the labor area as defined in Attachment A, paragraph 1. Whenever the Secretary of Labor, pursuant to Section IV, paragraph 3b, has found that the wages of any laborer or mechanic 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 Bacon Act, the contractor and each subcontractor shall maintain records which show that the commit- ment to provide such benefits is enforceable, that the plan or program is financially responsible, that the plan or program has been communicated in writing to the laborers or mechanics affected, and show the cost anticipated or the actual cost incurred in providing benefits. Contractors or subcontractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprentices and trainees, and ratios and wage rates prescribed in the applicable programs. c. Each contractor and subcontractor shall furnish, each week in which any contract work is performed, to the SHA resident engineer a payroll of wages paid each of its employees (including apprentices, trainees, and helpers, described in Section IV, para- graphs 4 and 5, and watchmen and guards engaged on work during the preceding weekly payroll period). The payroll submitted shall set out accurately and completely all of the information required to be maintained under paragraph 2b of this Section V. This information may be submitted in any form desired. Optional Form W H-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal stock number 029-005-0014-1), U.S. Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submis- sion of copies of payrolls by all subcontractors. d. Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by. the contractor or subcon- tractor or his/her agent who pays or supervises the payment of the persons employed under the contract and shall certify the follow- ing: (1) that the payroll for the payroll period contains the information required to be maintained under paragraph 2b of this Section V and that such information is correct and complete: (2) that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3; (3) that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits or cash equiva- lent for the classification of worked performed, as specified in the applicable wage determination incorporated into the contract. e. The weekly submission of a properly executed certifica- tion set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 2d of this Section V. I. The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 231. g. The contractor or subcontractor shall make the records required under paragraph 2b of this Section V available for inspec- tion, copying, or transcription by authorized representatives of the SHA, the FHWA, or the DOL, and shall permit such repre- sentatives to interview employees during working hours on the job. It the contractor or subcontractor fails to submit the required records or to make them available, the SHA, the FHWA, the DOL, or all may. after written notice to the contractor, sponsor, applicant, or owner, take such actions as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. Vl. RECORD OF MATERIALS, SUPPLIES, AND LABOR 1. On all Federal -aid contracts on the National Highway System, except those which provide solely for the installation of protective devices at railroad grade crossings, those which are constructed on a force account or direct labor basis, highway beautification contracts, and contracts for which the total final construction cost for roadway and bridge is less than $1,000,000 (23 CFR 635) the contractor shall: a. Become familiar with the list of specific materials and supplies contained in Form FHWA-47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds,' prior to the commencement of work under this contract. b. Maintain a record of the total cost of all materials and supplies purchased for and incorporated in the work, and also of the quantities of those specific materials and supplies listed on Form FHWA-47, and in the units shown on Form FHWA-47. c. Furnish, upon the completion of the contract, to the SHA resident engineer on Form FHWA-47 together with the data required in paragraph 1 b relative to materials and supplies, a final labor summary of all contract work indicating the total hours worked and the total amount earned. 2. At the prime contractor's option, either a single report covering all contract work or separate reports for the contractor and for each subcontract shall be submitted. VII. SUBLETTING OR ASSIGNING THE CONTRACT 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 price, excluding any specialty items designated by the State. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing 10 August 1. 2005 8 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS the amount of work required to be performed by the contractors own organization (23 CFR 635). a. "Its own organization' shall be construed to include only workers employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor, assignee, or agent of the prime contractor. b. "Specialty Items' shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract as a whole and in general are to be limited to minor components of the overall contract. . 2. The contract amount upon which the requirements set forth in paragraph 1 of Section VII is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements. and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the SHA contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assioned or otherwise disposed of except with the written consent of the SHA contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the SPA has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. Vill. SAFETY: ACCIDENT PREVENTION 1. In the performance of this contract the contractor shall comply with all applicable Federal. State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor snail provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA contracting officer 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 in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract. which the contractor enters into pursuant to this 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 unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof. shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construc- tion safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333), IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to assure high quality and durable construction in conformity with approved plans and specifications and a high dearee of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepre- sentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, the following notice shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID HIGHWAY PROJECTS 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent. 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, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the 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 related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false represen- tation. false report or false claim with respect to the character. -quality, quantity, or cost of 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 repre- sentation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 21, 1976. (39 Stat. 355). as amended and supple- mented; Shall be fined not more that S10.000 or imprisoned not more than 5 years or both." X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal -aid construction contracts and to all related subcontracts of $100.000 or more.) By submission of this bid or the execution of this contract, or subcontract. as appropriate, the bidder, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any facility that is or will be utilized in the performance of this contract, unless such contract is exempt under the Clean Air Act,. as amended (42 U.S.G. 1857 et seq., as amended by Pub.L. 91-604), and under the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 at sue., as amended by Pub.L. 92-500), Executive Order 41738, and regulations in implementation thereof (40 CFR 15) Is not listed, on the date of contract award, on the U.S. Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15.20. iI August 1, 2005 I 9 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 2. That the firm agrees to comply and remain in compliance with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations and guidelines listed thereunder. 3. That the firm shall promptly notify the SHA of the receipt of any communication from the Director, Office of Federal Activities, EPA, indicating that a facility that is or will be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities. 4. That the firm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to take such action as the government may direct as a means of enforcing such require- ments. XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION 1. Instructions for Certification - Primary Covered Transac- tions: (Applicable to all Federal -aid contracts - 49 CFR 29) a. By signing and submitting this proposal, the prospective primary participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective participant shall submit an 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 primary participant to furnish a certification or an explanation shall disquali- fy such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause of default. d. The prospective primary participant shall provide immedi- ate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary partici- pant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," 'suspend- ed," "ineligible," "lower tier covered transaction," "participant," "person," "primary covered transaction," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the department or agency to which this proposal is submitted for assistance in obtaining a copy of those regulations. F The prospective primary participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective primary participant further agrees by submitting this proposal that it will include the clause titled "Certifi- cation Regarding Debarment, Suspension, Ineligibility and Volun- tary Exclusion -Lower Tier Covered Transaction," provided by the department or agency entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or volun- tarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the nonprocurememportion of the "Lists of Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocure- ment List) which is compiled by the General Services Administra- tion. I. Nomina contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph f 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, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government. the department or agency may terminate this transaction for cause or default. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion —Primary Covered Transactions 1. The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: a. Are not presently debarred, suspended. proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; b. Have not within a 3-year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of 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: violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property, C. Are not presently indicted tar or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph 1b of this certification; and d. Have not within a 3-year period preceding this applica- tion/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. 2. Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. August 1, 2005 10 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 2. Instructions for Certification - Lower Tier Covered Transactions: (Applicable to all subcontracts, purchase orders and other lower tier transactions of $25,000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification 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 certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction 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 it at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circum- stances. d. The terms "covered transaction," "debarred," 'suspend- ed," "ineligible," "primary covered transaction," "participant." "person," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. e. The prospective lower tier participant agrees by submit- ting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or volun- tarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to. check the Nonprocurement List. In. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally 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 transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction. in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion —Lower Tier Covered Transactions: 1. The prospective 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 participation in this transaction by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospec- tive participant shall attach an explanation to this proposal. XII. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) 1. The prospective participant certifies, by signing and submit- ting this bid or proposal, to the best of his or her knowledge and belief, that. a. No Federal appropriated funds have been paid or will 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, a Member of Congress, an officer or employee 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. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempt- ing to influence an officer or employee of any Federal 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. 2. 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 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 $100,000 for each such failure. 3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. u u stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.2. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by 9/12/01 Section 00520 Page 3 CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations,' examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts,:.. errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between; OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as, are referenced in this Article 7, all of which are incorporated herein by this reference. ^ 7.2 Forms for use by CONTRACTOR in performing the Work and related . j actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7 .2. 6 Application for Payment Lj 7.3 Drawings, consisting of a cover sheet and sheets numbered as, follows: 00 9/12/01 Section 00520 Page 4 N, SHEET INDEX Sheet No. Description 1 TITLE SHEET 2 STANDARD PLANS LIST 3 GENERAL NOTES 4 PAVEMENT SECTIONS 5 SURVEY CONTROL 6 SUMMARY OF APPROXIMATE QUANTITIES 7 TABULATION OF GENERAL QUANTITIES 8 TABULATION OF SIGNS AND STRIPING 9 REMOVAL AND RESET PLAN 10 ROADWAY PLAN 11 CONCRETE PAVEMENT JOINTS PLAN 12 DRAINAGE AND GRADING PLAN 13 STORM WATER MANAGEMENT PLAN 14 SIGNING AND PAVEMENT MARKING PLAN 15 16 REFUGE ISLAND DETAILS MISCELLANEOUS DETAILS REVISED STANDARD PLANS 5-630-1 The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to , inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant. to paragraphs 3.5 and 3.6 of the General Conditions. 7.6, There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 9/12/01 Section 00520 Page 5 d A COLORADO DEPARTMENT OF TRANSPORTATION PROJECT No ANTI -COLLUSION AFFIDAVIT LOCATION I hereby attest that 1 am the person responsible within my firm for the final decision as to the pnce(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm I further attest that 1 The once(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose or with the effect of restricting competition with any other firm or person who is a bidder or potential prime bidder 2A Neither the pricels) nor the amount of this bid have been disclosed to any other firm or person who is a bidder or potential prime bidder on this project, and will not be so disclosed prior to bid opening 2B Neither the prices nor the amount of the bid of any other firm or person who is a bidder or potential prime bidder on this project have been disclosed to me or my firm 3A No attempt has been made to solicit, cause or induce any firm or person who is a bidder or potential prime bidder to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non- competitive bid or other form of complementary bid 3B No agreement hats been promised or solicited for any other firm or person who is a bidder or potential prime bidder on this project to submit an intentionally high, noncompetitive or other form of complementary bid on this project 4 The bid of my firm is made in good faith and not pursuant to any consultation, communication, agreement or discussion with, or inducement or solicitation by or from any firm or person to submit any intentionally high, noncom- petitive or other form of complementary bid 5 My firm has not offered or entered into a subcontract or agreement regarding the purchase or sale of materials or services from any firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by any firm or person to refrain from bidding or to submit any intentionally high, noncompetitive or other form of complementary bid or agreeing or promising to do so on this project 6 My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any film or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any other project, in consideration for my firm's submitting any intentionally high, noncompetitive of other form of complementary bid, or agreeing or promising to do so, on this project 7 1 have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, or other conduct inconsistent with any of the statements and representations made in this affidavit 8 1 understand and my firm understands that any misstatement in this affidavit is and shall be treated as a fraudulent concealment from the Colorado Department of Transportation, of the true facts relating to submission of bids for this contract I DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT FHE STATEMENTS MADE ON THIS DOCUMENT ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE Contractor's firm or company name By Date Title 2nb contractors firm or company name (It joint venture) By Dale Title Sworn to before me this day of, 20 Notary Public My commission expires NOTE This document must be signed in ink CDOT Form #606 1/02 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not " without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the U contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract, Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, ^ assigns and legal representatives to the other party hereto, its partners, J successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. —, OWNER: CITY OF FORT COLLINS CONTRACTOR: By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk Address for giving notices: P. 0. Box 580 Fort Collins, CO 80522 Approved as to Form Assistant City Attorney I Title: Date: (CORPORATE SEAL) .- Attest: Address for giving notices: u LICENSE NO.: 9/12/O1 Section 00520 Page 6 0 aSECTION 00530 NOTICE TO PROCEED Description of Work: 6062 Lemay Right Turn Lane at Mulberry To: This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ) calendar days from receipt of this notice as required by the Agreement. Dated this day of 20_ The dates for Substantial Completion and Final Acceptance shall be 20_ and 20, respectively. City of Fort Collins OWNER By. Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20 CONTRACTOR: By: Title: a 7/96 Section 00530 Page 1 00610 00615 00630 00635 00640 00650 00660 00670 SECTION 00600 BONDS AND CERTIFICATES Performance Bond Payment Bond Certificate of Insurance Certificate of Substantial Completion Certificate of Final Acceptance Lien Waiver Release (CONTRACTOR) Consent of Surety Application for Exemption Certificate I IN SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to .as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of in lawful money of Q the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the _ day of , 20 a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6062 Lemay Right Turn Lane at Mulberry. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and .demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. E 1 7/96 Section 00610 Page 1 I J PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the,, terms of the Agreement or to the Work to be performed thereunder or the{' Specifications accompanying the same shall in any way affect its obligation on. this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. L PROVIDED, FURTHER, that no final settlement between the OWNER and the,', CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim{_,; may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact'_; business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20.0 IN PRESENCE OF: Principal (Title) u (Address) (Corporate Seal) -� IN PRESENCE OF: Other Partners By: By: .J IN PRESENCE OF: Surety u By: By: (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. L. 7/96 Section 00610 Page 2 [] R SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto the Q City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of , 20 a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6062 Lemay Right Turn Lane at Mulberry. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. a7/96 Section 00615 Page 1 1, u PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates u and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the'. Specifications accompanying the same shall in any way affect its obligation on' this bond; and it does hereby waive notice of any such change, extension of _ time, alteration or addition to the terms of the Agreement or to the Work or! to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the -. CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claimL. may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts,'' each one of which shall be deemed an original, this day of 20 IN PRESENCE OF: Principal By: (Title) L (Address) (Corporate Seal) IN PRESENCE OF: Other Partners u IN PRESENCE OF: Surety L By: L By: (Address) (Surety Seal) u NOTE: Date of Bond must not he prior to date of Agreement. 7 If CONTRACTOR is Partnership, all partners should execute Bond. y 7/96 Section 00615 Page 2 7 J I v SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. 0 7/96 Section 00630 Page 1 II J SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION -� TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE:6062 Lemay Right Turn Lane ati; Mulberry W PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: Citv of Fort Collins LJ CONTRACTOR: CONTRACT DATE: - The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or! specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. . This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in," accordance with the Contract Documents. ENGINEER -� AUTHORIZED REPRESENTATIVE DATE 4 The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. LJ CONTRACTOR AUTHORIZED REPRESENTATIVE DATE Li The OWNER accepts the project or specified area of the project as 7 substantially complete and will assume full possession of the project or �, specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER 7/96 AUTHORIZED REPRESENTATIVE i� DATE Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen 20 You are hereby notified that on the day of , 20, the City of Fort Collins, Colorado, has accepted the Work completed . by for the City of Fort Collins project, 6062 Lemay Right Turn Lane at Mulberry. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated , 20 In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 1 20 . Sincerely, OWNER: Ci By: Title: ATTEST: Title: of Fort Collins 7/96 Section 00640 Page 1 COLORADO DEPARTMENT OF TRANSPORTATION Project No UNDERUTILIZED DBE (UDBE) BID CONDITIONS ASSURANCE Location Instructlons Contractor — Complete and submit this form with your bid Report only Underutilized DBE (UDBE) participation percentages which qualify under the contract goal specification for this project POLICY It is the policy of the Colorado Department of Transportation that underutilized disadvantaged business enterprises have maximum opportunity to arbci ate in the performance of contracts financed with federal, state or local entity funds UNDERUTILIZED DBE PARTICIPATION COMMITMENT 1) Will your company's Underutilized DBE (UDBE) participation commitment meet contract goals Cl Yes ❑ No 2) Total eligible Underutilized DBE (UDBE) percentage amount from Box A below % 3 List the UDBE firms, committed work items, and eli ible UDBE percent of your bid that you are committing to each CERTIFICATION COMMITTED SUBCONTRACT ELIGIBLE UDBE FIRM NAME EXP DATE WORK ITEM(S) CATEGORY UDBE % ❑ Subcontractor 1 / / 0 e El Supplier El Broker ❑ Subcontractor 2 / f [I Supplier El Broker 0 o ❑ Subcontractor 3 / / 0 o El Supplier El Broker ❑ Subcontractor 4 / / ❑ Supplier ❑Broker % ❑ Subcontractor 5 / / ❑ Supplier ❑ Broker % ❑ Subcontractor ElSupplier ❑ Broker 0 o BOX A TOTAL ELIGIBLE UDBE PERCENTAGE AMOUNT o� o (Round percentage amounts to the nearest hundredth) * Additional instructions on how to calculate the actual eligible amounts and percentages for the subcontractor, supplier, and broker categories are available on the CDOT Form #715 and in the Counting DBE Participation Toward Contract Goals and CDOT's annual DBE goal" section of the 'DBE — Definitions and Requirements in the Standard Special Provisions I understand that, if my company is determined to be the low bidder for the contract on this project, I must submit a completed CDOT Form #715 CERTIFICATION OF UNDERUTILIZED DBE PARTICIPATION for each firm listed on this form to the Transportation Department by 4 00 pm the day after the bids are opened The actual amounts submitted on each CDOT Form #715 must equal or exceed the percentage commitments documented on this form In addition, if my company does not meet the DBE/UDBE goal for this project, I must submit a completed CDOT Form #718 DBE GOOD FAITH EFFORT DOCUMENTATION before the above stated deadline CDOT Form #715s submitted for firms not included on this form, OR for amounts exceeding those listed on this form, will be accepted but NOT counted as Good Faith Efforts Only the efforts the contractor made prior to the bid opening will count as Good Faith Efforts I understand my obligation to abide by the policy stated above I shall not discriminate on the basis of race, color, age, sex, national origin, or handicap in the bidding process or the performance of contracts I DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE IN THIS DOCUMENT ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE Company Name Date Company Officer Signature Title Previous editions may not be used CDOT Form 714 08I04 u SECTION 00650 LIEN WAIVER RELEASE " (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT:6062 Lemay Right Turn Lane at Mulberry 1. The CONTRACTOR acknowledges having received payment, except retainage� from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone inf- the construction, design, improvement, alteration, addition or repair of'. the above described project. r-, 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged,`-' the CONTRACTOR voluntarily waives all rights, claims and liens, including r but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270; a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. I! 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered! or performed by the CONTRACTOR or its agents, employees, and servants, or Li by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have l been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project; or against the OWNER or its officers, agents, employees or assigns IJ arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender,!, if any, and the Surety on the project against and from any claim" hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against theF-1 OWNER or its officers, employees, agents or assigns arising out of the L 7/96 Section 00650 Page 1 L.� 71 �J project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. S. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this ATTEST: Secretary STATE OF COLORADO day of CONTRACTOR By: Title: )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this 20 , by Witness my hand and official seal. My Commission Expires: Notary Public day of 20 7/96 Section 00650 Page 2 J SECTION 00660 I CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") ... CONTRACTOR: li PROJECT: 6062 Lemay Right Turn Lane at Mulberry CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) ^ on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- " Fact. 7/96 Section 00660 Page 1 u SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE OR M'2 r125a) COLORADO EN CD RDEPARTMENT OF REVENUE DENJEREbzm CONTRACTOR APPLICATION D FOR EXEMPTION CERTIFICATE Pursuant to Statute Sedan 39-26.114(1)(a)(=) na l,fnT mrarTE lW Tile a — The exemption cerbin-are for whch you are applying must be used only for the pw [pose o f purchasing construct ion a nd building materials for the exempt pi c ject described below . this exemption does not it or apphv to the purchase or rental of equipment, supplies, and materials which at -purchased, rented, of consumed by the contractor and wnrh do not become part of the structwe, hictl y read, street or other public wofla oxned and used by the exempt of goniatwq. ALL, unauthorized use of the evemmion cenifisate will result In revocation of your exemption cemificare and other penalties provided by lave. A separate certificate is required for eacfl contract. ubcontractors evil) not be issued Certificai of Exemption bythe Department of Revenue. It is the responsibility of the prime sent; actor to issue certiidatesto each ofthe subcontractors. fSeerenersestdtr). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. RryisratnMHccofmt Na lW ns as"p dbybuRJ � � 89 • CONTRACTOR INFORMATION, Tr87 DI. .mriP :,r yr oor,ov,r,n,� Irdaifing atldre95 (City, Qete, up): Gontaa Person E Wall aadres. Federal Bnplpvers roenMcawn Number: bla amount torvour cenVacC _ umoe eus:uxs talapM1one ntlmter. o,ora oware.o.. msuaoum numuer EXEMPTION INFORMATION Copies of contractor agreement pages (1) identifying the contracting parties r and (2) conmining signatures ofcontracting. parties rnI attached r Name m exempt raanCseon (a:. cno w nn oonvacg ERem pi Orngiati don 5 num VT 98 - hadresc of exempt orean¢anoo IQn'. sate. Zlp). Pnnaper contact ate. empt organizainif :' IFaf contacts tscodune micner PnyBlCdl location rL proo-tsite i give actual aeores6 :Mien appocame and lne6 anmor County (fey) where proteCt 1S located) r,zW,d Wren ru, reor Em:Wered Wnth D, reel s n: a:on man axe .Ixion derv. I declare under penalty or Pei in the secnad degree Grai 8re statements made in Inns application are true and complete to the bps? of my knowledge. u wnature orowner, patina or cormram ofncer 1 ile 0tCQy0rate r er pea: DO NOT WRITE BELOW THIS LINE Section 00670 Page 1 Special Notice Contractors who have completed this application in the past. please note the following changes in procedure: u The Department will no longer issue individual Certificates of exam piton to subcontractors. Only prime contrac- tors will receive a Contractors Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the ..: project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89m has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89- 12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeed- ing numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. --� v Section 00670 Page 2 k F SECTION 00700 GENERAL CONDITIONS M H GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT 1h, (11AFRAI ( 0'-DITIONS ha, a,, STAIN-D-AD G'T-,,!'lMV(A!, r0!T,01110XOF .......... IDaz ... ... lwc shown 1"'t U.1 k, Men ,ddad w'd w.m lhxa has Ewen de[,i,d TJCDC GTNET'Al, CONDITIONS 191 0-8 (1990 7,T)TTION) WiTil CITY OF FORT COLLINS MODIFICANONS (REV 9,'99) m m 0 A M m Article, Poraeroph Nomh-r & hill TAB' F OF CONITNI'S OF GENERAL CONDITION'S Parr Arziclz orPornµraply Runrlr_r kmnl'nr S'�'I'it lr D-EM17TIONS I I Addrnda _.._ . I ..� Apl,,lin Y11.. ...._...... r ]_.111f11n1` I I l".KRL•:.,_ 4 Sand. .........................................:........ 1u Chanuc Chda ......_.._.... I ],U (:bntf'JC Ii'�cnmcnrr.,,.,. 1 �I l.Y. frat¢ini•� I.lt I(Ir1'Cl, Dale t)i th, A,,"Cil"M I �-I I.i7 F 7,iCFl � LIF Et h1N'C,l tt onwh. nl 1 1.13 Ctdd .,. 7.2o Ct<nerm k VI i. ..erns,. 1.Y.n I :nIJ k iuinnrlaav n: y I :.t M116lm, 1 �> Wnllcc 9 i\\1Trd _ 1 'I M1otmc ln)rwrcd _.... - I _; CntNER _.. _......, ___..3 I. flutinl I;t Bizatiw: _. 1,29 13rI I4rIA"lln I '•1 IYoioct ^_ 1 i_a Po13mnctirc AMtcrlal 13^_.b hegutnr ll'o: 4;mn}lows .,_ I.?3 krsidcm ktt i cI rvnrcxemm :� ^_ 1.35 Shop Dr I ",, 5}x'cifical snc ._._.. 1,37 Suhuontrxcto: I$fi $ulKtnnpxl Com '�ollnn ^ 179 SupPlrm l Conditilm Laiuol.Iirr _ LJ! t'ni rsr L42 tlnil 1 JJ lUnrk Ch:atec I%irceritt ���? LA3 :'iriurnA endlnenl .............. ............. . }noe tiumlx r PRLLi UNBAR]":tiA7TER.S [_I 3 )eifcrn'e; IIona: _.. i.N11MLttCCnlfnl t)[i�(1111[a Ct 'C7mes Nmi, Ic Fte;ceed -, Swnim_th 11'ork _. ^_.7 F1cl'o:r }Y t' is ttmcuon: CanrR C7CFslzrcnona;na'a� m Kcnwt; Prelim inon' Schedllcs: Italivcn' oCilcrtificmn of n CII:anCf .............. '-a frfwY!n4Y[uL.l On IAri[.I t'.fILS _.. lniti:Illr t G Fnblr Sutrod 1 __... CONTRACI r1Y2iI3,41.t7h_ Il ITFNI Altl; DI 1. "P Ski. _....... ..... _._.4 _.. h I rencr lo SkmdlrJ., .and SF flmm.l krpwting anti Rr rrt'in_ Th, _.. Imrnl of ( tin fern+e or i s A.rnrndua:. N111.1U Lkwu•l cols......... 3o J'urplum t.rhn} (,z:nmmt Pamlmlm•, AVAll IiII 1 W OF LANDS, S, SLBSLRFACF AND1r^ SIC✓ll, CONMKINS R6!IREN Ii POL7S 41 4cailahil 1 � >I LamL _ _ >�d and i a7 G nndivans f, ................................... C.2.1 1:�Q06'r' mid D. 1 :in£`.__ ..... _. ..... a-_ Lun3tr6Relinnortw(A1:C1`FAC- I A m 1 d,'I lehniu; Dub:._. 4'_i :atico ofDit in, Vulnudace znPnre alt.mdltirnls_ _........_i5 4= Porhihlc ennvaci l�c:nmrnrs 5._6 N ibil Plill IllJ7mlct Aaplsun 1t �;-] ._ I hvelcal f, naI m...rind r md.. Fndlitirs _.........._. _... 1 a 5..1 6Ytoun nr lndi CnlW "/ 4.3.] "70 iA 1:rlriencePoiuty.......,.__.,_._.__.....7 L I_11-NER4 :AItl1111,"1 .IlnaLill l6Al x'111T i,FOaII'll, lh:1 MDDI FIf:Fll7a'S GAF \'I511 "n!& or lop, Nu"w & 45 "osu'5' lrlii' Tlel'ijlul, "I,, Of: co!'fi,ot"W C(1,I PAM IWI 1.111,1111c 5,7 jaj 10 for Daivaihl. oI,o.ms 1" iAo ...... ]I, AN of QW, a"d>F,1 Omni of I 7""J.e W i I )4 Bw'&; w'C Opl',o " ReMna CO',l) RAC IUh XF )"Sj jil] �j 'I l!F' II 1 -6 -, p"j" , '1"n ij LI.... m'j'cc " 11 5 1 ,mr, Mm,n.0, ,nd i'qlVillllaol 11 i -' or W.P'. Kwum, , , _ , 3z a7 S&Whm. and to"N Ia., (Y), T RACI 01, , vwmw, ccoat...r w. " 1, a'Wwwl : 13 ti NW 1 W." hm."M.' 3 14 61: llww F ... 14 6.W 1. .and lkqulkm,m' 14 615 141.li 6' 1 " U!" oC Paj"iw . . .. . ... ..... 15 6,17 Sae 6 k% 1 ad'qq Ji lino"Cco, .... I ....... 1 16 24 Slap Drntvinp, ,d Si .... pl,s, 16 AniclG or r,,g,aph TF,AC I OR', f+w, to Shop D: mg a 017 Mp.okht Y Wm�.� R,o.i,d 'Fort`,fom,d ll,,, 1, 1 11`]HER ,, "0 ... I yv .... of I'a." al sljbm'tt."L I I I 1 11-1 11 11 1 -1 mmuing Iht iiurk 1 C."', CO,TR,V 10R, Gw,,d W,.,m and G,,m.ma, 17 &34 %,,X WONTM." _..IS 7. OTHEII\kOr1l: 7.67i at Sit, 74 of F.? F.wix11 11.m andflo' P,,,,ptly 4 w,4 \romidf . . ... ". .111111 1 la ss bap rMM wm 1"...W"WARMSY, OW-M-i-s P,"Rt, R11111'.11111 CON'5TRLCTRA,, Y.IM, "HK' RcP .... mm, a"] L :lo Ul,lt LAL WrU1 I" I,,"I n 111 11R.011 f CIT� F F,K1 I-Cl, MS W1111W AT� kFV 7 "', I t Llq 11F I m m A,Pd,,t, A'.dc nS r""frag"'ph !Ng, I.tt"w, I I ffl, I ,I, hfumtxr 13 ln"'�ertmg EN(11- Sh, L, ,vvrtIv,, Chm,, (Adl,,, AMBRI R.pne. 2NN and id.IG OVVNER F Swo It,, W,f k 2 9.10 I )""m .....umrfor Unit( P"", 1-7, i I I ""lf ..... . . Q 11-9 1-, H"qil tiuld Intlrpr'w'. 2- i 1, 1 Pl,fvd .. ..... .... --S �f 13 Tjmum"n'nn F v61XFER" 13.G A,cepuftt,x niLly7eclirro kk,uk 25 A'th ... i,yf.d 2-21 13 1 J 011"NER M?)ef""" wo'k . ' ' ,, , , '. -'N N i?'. I HE WORK 11 I _1 14 23 of stm� 2-, OF ('0Nji RA(;! PIPWL 2 A".MW VW 11[ fl', lter6� , -- , '_ _ " ". 2�-24 11 (:'If ai the 24 ....... ... th, "V'�'L .. .... . I] (I CONI KA("i OW, ]L, 3 LN Cash . .... . --26 11,9 , "f, P.11 VV"W' 26 ,,It ANM: Of C-ON TRNIE!� . . ..... 12.1 (U" for AiJust.efll 02 Time at, 26 1'.3 Gelays B,w,W CONTRA"I OR', C:onvll ....... ...... 26 "7 i -' 4 0"4FMR s .'j CONTIL,kCTOR, ClnP,1 27 kHMMALOR OF DITEC71TT WORK 27 it Nm. W Mon 27' 13, 1 'vx ald ln'r'owln' -ONTRACTOR,r,wP re.rwl 27 13 OWNiv.K, Ksp,m,ibihiw, F 5 rMumf7mm, Ropo.,ibdoto 1""137 (:.1 c11nil Work '1117 t1l 111pcl 6. Mth, w AMproO , , , , 27 142 A,,h.f1f,fl fl,, PsVm'm I - 1 2s, 14.3 I CON I k Uk�F 14 4-14 7 1 cfApHicofion, )m 129,1C9 SlblialLii,l Vanlrf Nih'oli." II f I, i 1 3 1 14 !'- Final Ajmh,,,,i.,, I...' Ti .... fmi, 31 1, 1 '-1-1 14 F,nol Wwnem and Acunz.tfce ,I 14.15 k%.i"' , , - , , - - I i -32 i5 Sl-,qPE OF 1% OPE A\T1 5 HR1,411l 4 1 ION ........ K 3' 15.5 C (JNTICAJQR Sto, 17.1 T2 (.mnpmn (Lorca__ 17 3 Nollrc of Claim 174 I ff, av in lud", 176 Voi.W State L.., 504 timns,l1ly left bwft! . ... ....35 EVORSTASA Qm.Q [Iflipull Rlldliall Ag,'.1111t IIf1,1tlo A,ham,�r 3W-Al IM VJ:1Vi1;Nfi1M CUSL)I ILIM 191fi.314— LDI JONI 111' .�1 111 10f Lfl1 11nJI1111A1,I'l I117 \ I 19� ldmulisti ntn e acrr Ices cifi la"lig snlsou ADDENDUM No 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 6062 Lemay Right Turn Lane at Mulberry OPENING DATE 3 00 P M (Our Clock) September 13, 2007 To all prospective: bidders under the specifications and contract documents described above, the following changes are hereby made CHANGE: Revised Addendum 1 Bid Schedule Attached. Please contact John D Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions regarding this addendum RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 215 North Mason Street • 2°" Floor • P 0 Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • Fax (970) 221-6707 oww rc¢ov coin DME"N -1-0 G77WJZA1 CONDMONS C", ,f I, CN I n,, mudificauons to I"GenaAl Candiu,,ri, ai the Cunsvumion C ...... mm ,,, n01 m," m 1h, indax (?nods and buuomoc 3 14 Fmil pay"m I' J4 W,maw, oand Or gyual Ilrm, 7 1 W,Lh 0\11"T C C, 34 I,, th, OWNER arJCON I KACI OR dma[ WM: .7 o,L I I M\,] OR 69.I, 4.1 "1 9.139 adticndll--dcGl to if l.svoxcz rLjI 0. 6 !"L 11 Wda".r'l .. . . ..... Adj.,,.,n1,- Com.�,, Pr.C,: Contrnu I L5 4 L 43,, 4 :'ill -Rest" In l race. 1,.Ij, lom, 5 cl,: Am nlJmren. in V11m, I I P! 1 4i 16 0 ill I"I'l 14 7 Apt 1, O"Vill"R I kA1-1 OR intcntto W, a.1110. Apph,,,,lion 1i Pallmlml- 1, 4, �) i 14 1 14 f 10 5,o 4 9.10. 1 ....... .. 14 4-14 7 4 4 CO\ - Qk .Lm,,,d to stor Am�l� or Parn€rnph d im,, chanac 4,_,- Auth,,Ii,,, tan t ..... .. W,,.m 3 �, I of L. 4, 1, N' A,Iud, 11411, 1,'—Jck,d I I A-33, 11 'i,l Liuklmg R�Jam- 1,7 14 Io. 5. 1 ],.1 0 ol Ih, W,,,l 1 4 1 5, 1 psnaul W, 5 1 5 13, 9.13. 10 1 4,7 6 P,k,inm fllm,ml amd Om,, J, - Lm00.,:halt"all , k, J> h.l 17x.. 4 11 S, I C,,,ufi.t, of C w", A i,au, 5, 4 1! 13. 4 Q 1,, 4, 14 1' 4, 1, J 6. 4,1, 5, i 5. f,, 1 4 �,14, 1-1 7, lit. IiS C()`1C I, of the R 11L ?,xei 91 1 11) 1149. 1 L 10 4 10 431 1 ... .. . ...... J "t g 1;n.... ..... 13 I PAX OJ 11KAL 1'111I]! 11p1 i1 Ill "I I �,, CM rior,,, 11TF POP.T ( CU N� W4M It 71 1 INS tRI 9 —, W. Wd l it fli � A v U I H HI H1 H1 HI F'jj" E M knit Il'tx ik-,k I I ", .... ....... Ani,la or I'll,ag,uph \-atu' of W.1 13 ChImp, In C ...... . I I lmo- 011,11 in, limn a411,1111 ni _a 440. 4j5j5. K IM At RH. 1u2 14\ IQ 1. 9, I -Mt. 1114, 14.7. 13,1 15 C.a'am.al ki., ]I. it ............. ..... . ................ Ea,ll t,,v,:nd O:NTRACI OR, control kl0%VlQER',;lid CONTRAC-f OR, -'A xMiul.w.cf,still ........ Ill z S., of onmg, ....... - 103 - It' 4 Chang, Wkm- Amlaufim, Camino Ila,,. ,allin Chun,, of C,,ni,al,t P, I,,.. . . .............11 Chan,, of C.nt,.u:I Tim, ................ .. .............. cimang"'. th,, W.'l ............ CUh XAC I 01C' f'l, ........... ...... ........ 11 Cas of th, MA 11 -'.11 7 11 7 d,fmiu,m el ..... ... ... . . It, merN. ....................... ......................... .... .. Q& II 11,1 121 It 4 ................ . In ... la . H,,nd, lmd_ ...... ... , 5 ]v lit ]a, (AINMR mat wi-mmat . ........................... .. 01%7-TER', R,,la ... ibilit3 .. ......... ............ Phy,lii,.I Condai ....... Stll)Wrillc'' Ind ........... ......... .. .. ......... 4 Scim, .[Chtm� . .. .......... ...... .... . .. ..... I lit 4 Silbanaw,_ ........... ............ ...... ........ 6,X.' UII, Price M,,k 11 9 ,Ill., Ill'i'Vmh, .,,,,,,d l�, ....... ....... I L, Chal,111 ill 1111 W11.j_ JCI Nl,,'ifilntwn n1 ...... .... ... .............. MNER I, and CO-N-1 R-ACTOR, ,l,3pmnlibiIiti,, . .. ...... ............ ................. It) RiL'ht roan udiuslmcnt.. ...... . .. Swp, .1 I,ha",; ....... _ . . .... .. .. .. ..... . . .. CA., itgamm CXW1 RAM OR___ .......... .imill't EK(3IN1':ER_ ........ _ '__ ................ ,lilat",n 0"'NEW ..... .............. . I. Cnallp. ofCam""I � . . , . , , -, 4 1 ClemIII f7wn i,: TIll . . . ... . ..... ......... al , I-' CQ�M,\C'InR, - -_1 U NO ............ -1-1 . ....... 1 14 IAL UA "S COMRACIORIPc: , . ... . .. ......... 11 0 Walk, (70'7ilLNOTM. imbllaa ........... 5 4 1, 12, 6.16, 6.31 C'.. offfil WIL 11 4. 11,5 A.MMM jnwm,, f.L 41, D.Ma' K,,l"'lal ..... ... .. ... ... . .. . . . .. .. . . .......... 16.1 Dmpul, R,aftlil,n Ag1 mlm... ....... . .. lo, I-W,, EMMNEER .�; initial 9. 11 Latin, Film, Nj,mi; ....... .. . .. .. ...... 11. 3.2 IT., .......................y yli V. I1 119 -- — - . '12 1. 135 0 It !Ilk 113 OR NPR" Il.bilih .. .... . .... . .. ..... _ .............. Olk'NEft nmy,,,fu,,, I,, amio 14 7 P,.f,,i..[ I. cold C.mn Costs m,1.lkd ........... ..... ...... 1�3 "".,m ro, form) I d'ct'l,al I 9j I S"blilla' wal c, 7A Time Exwnli,m� Tim, 9At. I'J Ima lltrWl,,k ......... ... ............ . ..... 11.9 ', V'J., r� ....................... - ..... ..... . ..... ....... 31.3 Waill, If ..... Faml Paynl ni ... _141k 1415 RbrC(:nwml, IJiro li"" "'. . . ........ � ., Ill ^ ,,rIll,n nmi,,, required__,,,,___,,,,,_,. l)J 1. 1 1" 1 Clan Cum t.' and 9.11 ClInal She... ............. .' I ,hni,,I S,leiq, ... at ..... nr A,,4,mt ..... ..... . .. . . .. ..... .... .. . .. .... Mal ,nI of Coll"'c' I 'm "s encla . . . . . . . . . . . . . . &RI fla.rd Ciltumunl,,ni,vn Mog . In . ...... T, 22 Cnrjpkti"'�- F .... I ApIwou., f,)I Pay eni ... ....... 14,12 l in',clum 14,11 Final Pam,,nt nad Aucepanci.._ lkl�-14.14 Pal ............ . ......... 14.16 SlIbIlaniml ClIamiltam . ... ....... � , 1 3S. 14 9-14,9 O'Ch,ilt .... .... . ..... ......... .. . .... .... 14,15 C,.n1l .1 Ti 1,1 17 -.1-17 (:M,,'nl'v Slleontranon Silpphl,"' ...... ... .. ...... ...... .......... 6.8-6.11 milialk wl,l,piabIl, I;hcdad, ...... 2.0 tic . . ..... ,mull..._ . . ... ...... rmsocpim,y- CMIRACIOK",l ...... . .. C',n'L .... ti"I. ud'o" daring t�' C();�*[ RAC'I'0R .......... Cllnn'.mon MaOm',' 'w_ ... . ........ I . ..... .. ... 6.29, 104 MM.M Mumvin'.- Aal,n,an, . .......... ........................ .. ... . i 4x1V1;R71%1l1iLU. M%DIIIC-h5 191tt-N It"t LD) IJONI Ca,h Aflo,,.n.t,, .. . - .. ... , -, - 11 X Allied, nt tUrnalnph I,um Mr Chaney I)i ... ....... ................ ......... Chancy. .. .... ... . . ....... cla!nfi'moo, nod . ..... .... . ......... I,, 1161116.n oi . ...... ..... . ... . ..... ....... as initial irit""o, nf 9,11 "I aIl . ........ ... .... .. .......... ...... 3 Invent .................... m mot .r ill i ..... at the horA.. ............ .. die___„ Prornp, pt,,r"'- X, 14 4, 14,13 prccrJrnrc ..... ... ... . ....... _,.- . " 1, ......... ..................... 6. 19 ItIfIlloll, to Stiu111, do and SpcciGcnuonr. nl I lt;:• tic.11 1161LIII ... ............. .. 3 l' Rdmal kt,k 7 kponmc Nod 1)l.... rtn... ! . ...... . I IL.of 2.7 S.Ppir.ming ... ........... . ......................... " C, TelmnmGon,f ENGTNETZ, 511,110M I'll . .. ... Unit 11,,c U o,L ................ .. 1W 3 C, '7 Visits t. Sit, F, Gi Nt I C Contract Fim, 1. I -A 1(1.3. 11.2-11 1 ........... .. . ..... ............. .... . . ... DtCi! ...... .... ...... ... ....... __1 jChninot, "r .... " _', , , . .. ....._.........__..._bit C. ornraci I tv",- .ditoinn,in of 31. 4, 1, `.1,4, n03. 1 Change of-1.11.11 ... I ........ . 111-114 ('11.11 .1n,.1ni 3 d'immot, ,I , 1,1' CUN IRAI'! OR -- A,,,l,pt.,n, of In .... rtd . . .... . .... ..... 14 coinmnroctinn.s 02 C.Lin., Work..__. 29. 1, L4 dionnon 4nid .. . ....... L i in jl,J RcI ian,, on I czhmcn) Authorized__. _......................... 4, Niii" !3,,, Wolk . Te.,ir,M . ....... ... ......... - 15'st pr,,O, site in cnh,,. 7Z 1' SMID, and Iyln,tion 4 3, 1 1 23, 7, ', I Shop D,n,v, Rr,w, Print to Suinnill:d I-- .................. ..... .. N Snj) Wori, rcquircrticnis, CUP: 1 kAC 101,,— Anioli. CT k"n"raph Nu . not CompmisaGon ( ottnn,nE 01,11plimn .., , , , , ..", , , , ., , ,)A I� bd,w, \iom 96. 11,11) I-M I Day w .",CI 1, 1 Doi, In litr'"- Ch,,n,, ,, Iii, W.6 c.u.i i, Wal, o Wad: OI W". Difl,, nig .... .... ... . ...... in I '- ;. 3 l 6 14 Und,n-,,n,nd Fa6law., llo! mdialled_. 4,3,-' rior,,,no,ic. . . ............. Fqior."'n and Muhlno'.(7.1 of 1b, 11,43 I c,-( .... ylu. 11 4.5.6, 11, 3, 1 111, G rneral Wilt, n i, and Cluxla 1,,. 6 It, Illizt,d C.nn,nncinwn P,,= . .. . ..... .... ........ �6.22 lo,mnnii�o,o,00 16. 6,33i-,3' II nyution n l,.- ... 7.7. 3 4 Mnw,al, a,w r,4"I .... :n . ........ I k,uhn,00, Li,biig, Nolio, of 1.1,.t It, .Ai n,li__ .... .... .. ... 104 obhpm,,,n to ptrlwm and een1pill, Pto,ot I C w,,! Ropdhi, I .... i to, ..............G1, ,nd Othcr Banll_ P,,.im obi.in,d ..d paid for b, Proprcas schsIol . ....... . 6. 1S. 6,6. e,,u,,t Insto, rn. I o, j,"Ok, ..... 11 (:h-.,np,, m, in, WiC,k Cunarning Sttb,onva-lo,.s Supplies and 0te11 Conuno,ng in, 'Mnl, 6N 1114 C0\-m-w7oin, 21 COV[ KACl OR', G,n,n,,j !k w t, and 31. COYMACI OK, rrrinr p,iw to Shop DrC ... ... g . santpi, Itilonal.] l'-` Cotxdmatum of %V I Ent, .1"m .. .. .. .............. ...... . ... .. .... .r It.. ............. o 7,1-, F.: Am and Oiniwon, A (An,,,, 6,11 1, , , , , , .. 9 t, I f d,di'mW a o'� m o n n -5 g ... end T', 7-3, X, lluzulJo C.111L.11ioIlon P'1111;111l1 .... C, --* 1.1d"n of firtn. cm._...._..._..................... 6 3 3 -6 3 -1 Lj -LI, ji LILAOn, ULUAn I lul,l I "I n-a ( i Yh t L'I nCM ¢/OT %FFN0 CN). FtSWINEW A-n(N5(kRVV V") M f �f 1.m %im"W, ,l _ 6,3-6 5 1.1", and oman.n, 6 1 a LwbihA In,wiv,, 5A In= d ..On W., Cone m 617 11 ..... 1 17, 12 PIW1111 Smlldoll .Accord ,nwd Wo. k p, faI a. J,, I ... it, vuoct.l Ws nrulnown. 64 7a so sai'my 21 :cl ... h,lm, th, Shopand Samd,, Sh,,, D,,,v,np mn,l S.nol, R,,i, -rNGINZTir< ... ... 2, S.mnau,( Nomdu,,% ..... 6-', swmlww M.O.W. Methods and Ro,lllllll_ _6 7 ,ubi6ww".nd O,-L,vN llmm:,, 6,7.1 secr"tndcnca, 12 of 01,hIou,"I . .. ..... . . .. ......... "as, ... .... . ... .. .. .... ,,, and lnsrccuL,,- 7, 1,P ... ... .. . .. ... .. . .... ... . ... ... .. +xrof Ptm, k" 6 c, Ih awa� .... .... ... wo"W"Ww A vwwIn the Wad; 112 right to eRPm 4 7,1- 91 - 19 1 L M 1110. 1-11, 13,Il, N. S_ 131 15.5, 173 fOt,,nW u7i,-o :2, 7-', 13Z -, &,OlRj ...... "'; 21 sh.... nnd m,o,, SoWand�;, _6 4-6,29 S""u'l .,,,nz,flwms I 1 4 4 IAmhM,and Praldo ,, 6 7 Sobmit.t" and 'Or-6gml" items. Lap,." oj ham: S o a n 1 S 'I" Um,aflnnt,, ---- .610-6 IS llw,ua,c= ."J Ub . ..... ln Title 14 wmn Nouce W.&K CONTRACTOR mop Wad. v mmmy,, I5 5 R,,a,n, or D,fife... sub,urfi,, and Phm.1 Co',hu,", A CONTRA( RAC I Ma-,xn, 7 Snide or i^nraeraph Num,I,m C.&MM- CCATIANMOR,ICt . ..... Mlm, 6 9.: C opi,of ..... .. ... lomlal Ao,,ptaoo of " 'ef,", Work- J3.13 , (""nior ,, Rmnv,�,, M-' M �I�R �mycm,,,n N`,,k .... ... .l 1,14 OWNEM ohy !m.p 4\ork 13,10 RcccnisI L7 V wk- f,nj, ... j addh 4,,o,l, 1 4S9 Cnsh Tau.,ts 11.4 1) 6 I L5 lion,cuff ands, mp"b"S 1,2 Lam:. .... I Ja ag .. ... ............... ..... .... ... 11 4-i6 Nl.,I,rn,1, and cq,npwc�t _1 1 4,2 11 4. 5, N Pynoll aom, on hams, .., 11.4.1 �, SuI,-,n,,,lor . .. . ..... . . . ... 114, Kcuo,b 11.-, Rmmw, of Mnsmow" rquipnrcnt In,m... ice,, Sn,lr,and om,jnorar,, 11 4 C0KTR-A(,*rOP,', .... IL44 . .... ..... to the lvo,k 11 4 6,4 Tests mndl 1 W- Do.,.nt'- 114.2 Unhu". No w w"D Amm" -H 4 57 homy _11 4 1 17 4- 1 1,9 Cutting fist Y ntl nh,q,. hn 1�,--defiImu 17 IS,",on, ., Dt'j"aa," .......... 1, Y, I d,,t,,ta,--Jdbnwm ,f L14 def . . .... v A Aaooplmnu Lf 104A 13,1' , El[K Q.NLRkL COIDLI QM IV,-.1 fl., 1,011fIll, IN Currslier o, Rlmrn,Il of - I I h 4 1, 13, 11 1,, 12 ]S. 14,7. iA, I I Ob.,aim he iNGINH.HR __._ -1 CMNM by &M MQ_ ... , - 13-1" N.q _`lc, 17"w . ...... th,tt.L 31 Mm, 4 1, :Q 2 Z-w Imid, . ..... . 11 7 mmi"n, f.. UnnNce, Dlfiexinv 4,Armc, or Rain,f 4 F."NGINFEW, T"," 4 Contract MY& NO and Timed A".=0 4 2 C, and Re A.V -2n3!!u142 R,,O[a ...... AL,,,,,cm . ...... .. .. ....... _161,166 16 1-), 5 u."N" - ... ......... D�,puw Rmwmm 1,1 "C' tiNCN'EhK ..... .. 5.0 c 19 N,m,ni . .. .. . ...... ........ 4 i ninon(- a Jfi ... 1,16 HN�AXEER- , mffla, mtapm, now ,I,fi,vt ... n ol 1,17 U..M, ..M."M P'pla ..... ... toc. -, ,, ,,, ... . .. Pro,'! vzn .... ,: .. . . ...... . ENGINEER, Jd.iu,,n of LIF MUNWK, amh,,,m and ,,,,IWm, hunm .... 13 AW.wd Wm.m . W WM—_ M C'Inng, "J"im, 1, Cl -1, 0, IL wI 16104 LlallL,l .1 C411IM11 _,How defer.... W ...k mTicepf 131 1wom"li. of Sufrvlimre IL,., •6 -1 � L,Nlny__ . . . ....... ...... .. . P 12 w Lhm CONI RAC I OR, 1, 14 Rvaommaml Iron rlavinm ., 14 4, 13.13 mse. Wwph NWI, M, ,Fker is un Dfflnn'=' t dace li, Wuk Dcc rn,ir nt ur on 1j"a Prue M"IN FRI" Inn"! Im rp .. 9.1I 9 1 FNOIMYT', Rcepnn,IbiGl .e 'j, 1, w Llmnaiiona an F'I"MNEHR f, A.ih,m and Rmn,it"Im" 131 Slop Ch."g, C,d... Unit Iai, &L .... . .... ...PI . ............. Iqulrn,ni TMV.I, CML of the rrzk I 1 4,,3 ails Lyuicelcn! Minty'=Ll o7 Ll"Ir 'IT . I 21 11,6 Fi,kl ord,.- d,f,nitwof . ., , I I I Li9 �.&WhXONWR , , _ , 3AL W F�nal Armmat,m 1"T J4 12 F,m l 1"a)"."w- a�xd Azcptmic: [4 ]!-$4 14 ah Al I I'S d,F ..... m of m,rlWd.mamm, 2 " 6 j 6 06 1 K"', Wk AS definit... of . .. .... .. ..... .. I ZI j I '11 I 1,111loWl F 411 j . . . . . . . x, , C hll ON,1IAFv9) 9 nn:'qlig Ac-Ptahlc schedulc, Inywo." ...... . ... 0 1, 4, Finn, ;I Article or I'.,:axraph Numins S,,udLn,qnir,d by ENGINTJ;!:_ .... . ... ... ... . t56 7"I'lir,el,Approval. ..... 0 ono w..a- Addawnn!, reyoirec I}li,.n,i, IT "j, P '7 "aln' lnnf n... If 7, ti 3, .5 4A 1, 5 4, 1 amml'wd 3 4 13 S)INTRACUMV QbMh W4 5A D; F,nrll Apph-slan Inr P.,n,,nt 14 1' DO OPI'm to kepl."' , oth,l N•nnl ........ . .. ...... 510 MXWFR n,fduciar k,nI,n ... ki,� ... ...... � . ... .. ........ ... . . . ls 5 P'nDa) 1� QwN end AW&G. glrlsiwe P'."d, , , - ..... .. ..... . ..... Sp"'N1 ln'u"n" wv� a WON mt',I ,C ntrad D."nt, -3 f3 4 nId Chnifi.,unn, n 3 HA blv"tip'i'ln' ucphymca[ 'inium",' _4'� L.1"" Attu llA' and 5 I., - ..a En"lnmll A,nifiJillfity ,I .... .. . .. tIond, In, 3.1 "CIN] RAM ON , w.i, Cost nfthc V',M- voz,,.. 4 5A en K 3 3A Subcom i" Bump i" n'6 tlD"� —6 N-rl I I article or 1'ara�raph timnlzr Tests and lnsl,m...n.,_ , .... .. . . ......... . OWNER',. .................... .... 5 CON I Rmn UQ W." epth, Maid AMD=.. A _14 12' ."Inninon ol -.3 11 t4 aivc Limi1Wi<cl 1�, 1XINI RA( -,TOR Wnnn'n,ol'�' Amb,mi. fill 1,,f ath... 3-3, 3 1 Mowr,.], and furnished M('()Ni RACIOR Xlnnelnlil or ...6.7 MILhIll.1 l0i"L01.1) ..... ... 16 7 ...... .. ... 1 :4 Cotim ...... L, I] Times 17,7 ke ai,, 174 Nw., W cu. Q3 T',w ..... nal t viand Cow C.w, lnc[.J,d 17 5 kLIki-nnnil IlIntrIlItN ... __ 7 Nn, Shanm ar Old IaNlt i3.3 North of=- 14 11 . ..... .. .... . . ...... ......... . . . . . . DeimqI,13 I )ffl,.,Nc SobsilrllN, nr Pk,,NA1 4,Z 3 ,3i, mg 17 1 I m , and Dlsp'u.n'li' 133 .anvl,,_ 62:7 26 IUIIJI1. (111111 1101il IM-.1 Lill 1101, 01111.11- "0."1111011 9 I V mifiC 'l; ... S..'m ]II_ t mm, lnd,,i ndtn ,,. t-.-0 CAvs rmuinns. ti k C L PrIF.h (,}u. a_ vsc a occuomxv- r-dth, il'o-I. ...... h 110 '.-0. 14 D, of LhcR'od .__. to c9r:. ^.4, 14.10 Chmctons mac ,M Ct})u CIUl 1{)A _ 6 to 9_t3 lvnutn uonSenl to uppro¢til t tpen per it Poh loan-1nwrAnur _..__ s,_6:.. Iuimd_ 01 6J, I14 rCl t r}C 1whgJ _..... .... ...._^, 14 411i11c Plmnl>L; '0: Gqual-hems........... ..... . _._.._...__._..-6,7 . Lthr-r l,,1, i OvYrtimr`Rnrk--prohibifion or,,,._._..._. G.; OA\ -M R - Accgrtnnec afdzj3ctivu Nnrk_._............ .,po,w Jn I2-1.P A,llllioilin-ol't.antk. mspanuibiht}'_.._.. ,..,9J ti 211RIlIVn O .. ........... ...... 1._7 data. liim,h ........... -fll' "f., I� n1U{:P p9l'ItlCnl \1=yStoptlt tFot4: Aisry Su7,)end 6'tnl� 4 ld.4 14 1 i perfonnaou ni olLc: . ........ 21 prrmtry and ticatse,. rrnuir;mene;__.._. i, le' ......., purchnseal insuu;nec reyulmnents.,,.._.. `-o-�t0 Aaeptamav i ibe IN ork 610-1 CF,anue Ord:rc, nbl inaunn n� esc RIIA...__...:i.C. 1t19 Cbt mumeaiiane n .......... _........... _.-_.__........ _.. S,7 Coadinatinn ni the WnrB 1 _ _ -14]lt,,uw& ivl,l Ior ic,,, 1A ,- '311 hapevticn s, test' and uppr .ah ,, ,_ .' i33 S.iabili,l' 1 v u l l.r ......_._ _. .,_. ._._.. - .Raft ,,:name,--Dw inc Coosvucfion. g9ii[Kkk N's 3mms 9.1 krsponxibSlitie+-- :vzlxsl.-tx. PCBs 1-Fuolemn. 6oamdrnvs l'c'srcle or (Lldial;,vice \=lubriat,„,.,,____ F.IG CLanees in the q"ork_._...._. _... _...__.__.. In.l t..Lilk`)'rt \Lr{){�'6 fCYpt Ih11111C_.. Fp CYldl'nCE oC•ftnun(-1n M((n(1�QIIt'nl$-. _.._.... F.�1 InSftCC11 C4L.. ICYIS Anil .lpIA6CY1�,,�,.,_ F! pcomp: pa}msnt nv" _. _... .... _....._.. F3 rcpiucaacm or ENGR`.-.."R..._.........._ reports find u'.,oty .................__.. lA atop of t sP'nd V. ndI _5.3, «rm;notc COiv'CMCTOK'c ammrp ltvcn.. _.. .!z y 1Ii2X-0-NLNA1,Ol NUtl 10N5191 1, -8 t 1110 a11110M ,.-nn . c A' , :,T td s kfNAFJo.non RrA 9 I L2, 110, i{7..h4 daHn ton el' I. . ... .. . ... ...... . ...... ... erno al 310,: 4, 14, 111 Prop m J..... 15 Nam vj R",dhi's pa,m,m, Lim ommemiatmn of 14 4-14' 7, 14 3, P,ImIwl to rljl,iRkcr0R and Cm,lcti Applh.ii, Col Frncl vPrrymun,c-.............__14 COS 01v-, WVt, of I id, 14 Final Apphuaw,, f,,, .... . 14,12 _kill Final Nmw and 14 1 -, lJ.14 Nrlml .......... keen - d Apphcmo, for 14 4- 14 7 pTonipL,?MIM .. .... J,� 14 N- 140 Aw,,� 14 11 'b'n . . ... ........ ,ithh,tdin, 14,7 panvlcum— ....... ........ . gCncrnl ..... .... .. ...... .. ..... . i, mc w ..... ..... 4� 2, 1_2 ........ Noti ,f Difwn,l, SOs fa,, N.i bl, fb , .mC Tim a Adp,mm, n RIplllll d I r.1,w lac, a.'L SW ... la., C,mLfilm, Ij I" I CO\ I P-A"I Clk' Alltholllld 4 2' ...... . . .... . .. .. 4 3 ',I" 'A . ....... .. ........... . ... .... 43 m Article or f araiyapo tiumFrr lc,hm,ul Dww ......... ... . flelnsnarA SchiW, .. .. ..... . .. .. ... .... 6-6,IX d P,,Tzlll Flmln!, Appill,111011, R,, 14, Ic h�di.j, CON I R 4171 ()K 9, 6 6. u '9, 11, 4. 1 1 ENOINTER, 1CA%Nik A'Idilim.1, ...... .... .. 5,7 f'wwd .. ...... 1 14 1," recespt ..d apjplhcw3 ,t p, o,,d, `J'-3I Ai . .. ... ...... ....... 10 IJ 4, 14 �, 14 i " 6 19, 14 11 4 ol T,iinic9l Sr -laic„ 3A I'm, w"I i4 IVIk y6 Site ..... .... . M fm.,,,l u N'hq, Dm, in6- "o 'P, 17 J. 1 "mm 11 A Rq)")rx,- 4 and T "t, OWNER pom,ibila, K,,w,ni and Project of I � UNTRACTOR . q., 6 7 .d W", M ob"k— 62S 7 41 .430 Am Sumpiz W., HAN NUR, 617 ,'W'd iloJ..... .... . xuMnina, of 624: Schedule,FSp; and S.Pk Subnim1r,.- 2 A 62 % 6 VWX &WO- .4 d Lo 1 66 C trnnr d 7, . ... ...... .. ....... il�4 1nit,alh 2 d sa. I'l", gn,mj ............. . . .. INGNUUR J,! .......... . .... .. Numbi 24 1 ..... . . ..... ... .. ..... .... . ... . ... Sr Pixilv-ua- M ENOTNED, hp a! .... .. .. ... fl 3 M04S cf 1. jv,h'�, f"", 3,31 1 .. ... ... .. .. .. ... . ........ . 4 M3.1 S.WW c.s.m., Nov, VON 54)p h, CON'l %ACTOR 17,5 . ... . ..... SO 1. th 1143 swnw.6- 1412 Sh,dudr, 6 216 2P zk2ww'- S,,p mg, 13 Sw-mwl, r-YllTrl-�c I OR, 6.7. 1-3, 67 6,7,1 1 SdM.mq, (cmu.01," 'M,Ihod, LJ '!X ULNIXAI, Coe l I ',%5 J911-S ( I Y4, ALA RON) I,/ fM '-r 4 -,Ill M1,111 I -,MiV,AT1111 R1,1 9n, m 0 Anidc ac ('arsgruph itumtrr ....... ......... ....... ._ Sulxri,wa tlgns G:7.1.^ Schsm(at and Ph•zical C mdrtunrs- _ -- t)m,'r,voC.Inarriatp@w ...... .... .42,1: EI'dtT ZGTi'x.Rrvie, , 4=4 ,enrrrri ........... 4_ :..rout d I I in r by-rO�TP_1CTOR '(11..( wr)irr fl i 1 tl I Or I,s tCndL1l9I1L. �` Pm -sail nurnnnm Pros,bl wnracr:Du um m-'hangc - 9.=5 Pocill-r', andl'lmr.: Adali errs 4'f, Kepon: ."I Drn,vu,¢, 4,2.1 SW, riaccand .,_ Svhswir .t nd(uon ntni Sur 4.'11 Trrhrlcal r)ata.__ .. ....... ......._ __ 4:-" iu1'•mdsiw-- 4'OA1RAt'"I Y11a rc,ponsibtlirc _._-_hJ tlU Nl>R Rh IIP not hYll,r'!t'I,,. ............... ..-. _.--_...h 1, I:N(31 CF.R Sll91l Rn' llijlSR IBC........ :iupertntendrnce __.._._ t'= tiupwim •pdrnt COi�3'Itl(] ,l:o n•I;fdant 4upplrmrnlalunb Suppkmenuut Condition, - dra'lnr .............. .......... .__I..3, print) I I nrn rn 1 71_ I IN,-'_._, '_]. .5.-L5b-59. Supplemrmht� Cnntraet RII.umnns_. _.. . ...3a ........,1.411 p,in,il. l r i-Icnccv t5 C n 6A l- G20. 6 N, 9,13, 14.1' Surrn:_ cmnncnttormalpalmu•m _. _._._ 14. 1], 14_I4 Nrnihcanun ,il_... _ .._.___.. 10 1, Ill I±._ 5un....I of UI 3atiuxu 634 Sill Ov,tiER-.wr•..... ... .... r' IQ 15.1 S,l,, :..or of %V I: n-Id Tar mia:ulun-.. .... CY1',7h ACC OL XL T St q' Ll'o,k I OU'I H aaa}-hugocnd qaA IS. O'd'NEP.M., Trrminatr I=.'_ -!SA l 0�'PS-i"I. ,Ttrnt ht CYIVI'fZti C,:}'C)R ..... (l I, - I,, Wl tP GCTOR 42' Pc� w F S-z mnd "Sn A i'uxunent 9.3 is avr,<t- t � rering : tmn,rr _e a„d 'I'cmlarxn'caltetru a'mn faci l v ic, _,_,,,, 41 syticSc a },ar;trnpll tiumhrr 7bm�inmimr-- ry..CiJh71.ACi'OR $uspenxlan o!'Wotk-mgenrntl _, ._ -. li I'crm.xnt Ath,+hvrs_......-"' Tc to and lnspections- Aacc.( to the Work fi, othc-,. _,. 13.� M1\ 1k (JOR, vlxn rF l4rwv .__.. .Ili ,. 13 4 r erin ldor.: prior l' _. _. _.-.J 1 —1 laws and 2cgirlatiuna, yr _,,,.. ._.13} OlirR'1' E Aka, S,,p IAnn __.... G.141 CM M.R.: indcpmndcni l m,hg ..... 134 SpeGIL Y'fWR4 6N' hNCr1`F•III\ l( till}' n f .n n:,Rr(rtd.• , ..134 Onweuin_ the',A°rnl� at G1ilGIhTLLYc "Tl,I .._....-.. __.. _. 13.0.1?y Comput h.m cl ...... _._... 17.^_ l'cntnt'I f- s--Jcrrniuon of- ,„... _J.L an\, ....., __ 12 R'cgairmrenu-- ............ opil ,.,, ,... S.Ir-Io r'IN(11145t1UnS, ,idrms o,,j drspumv .............." 11, 11 1 1"_ ............ nrnn of Connaa'iimo-y____..... Pm ,natructimr Caller n ............. _._ ._=.p -9,6.6 4anm tfil \VovE ° 4 Titla. 4l'arrann oC _.... .__._. 1-0.3 I and...round I aLllm" ph,' a 4 C,,ndilions- duGnit r of __.. _..._.... __._.:1 41 Not Shang a 1ndSme.l ._.... 43.=• prrnecs on ri _._._. iao21, Shwcn at tndiw.wd 3.1 ._1.19.3 dcGnit r .,_. ... _,.. ..... etnernII i_o- 19,1 145 Lnir I'ris.a-- eeneroll r.3.1 11,; erm.nation lM .•._ • "to 4 ,, OL I'ferirl4C R 16 I 63r1,.;.1 1,61 antlon Yan ll... _. t. i- 13, 6 24,14.10 ::all. A Ill, Aall...._,.._. ...._........... ....I I I Voile,. Si,hdA, or... _....... _._.......-6.=.;t-2.2141 6J{aK I p V1:1::LL C0` 1,1111 µ,191nS 11-.1 Ill H11M ,ni(1Y1`GI'GGRICJS.i.[Vti.11GRIFS('A TI J'.,`V RF,'YSo: m 8 BASE BID REVISED BID SCHEDULE ADDENDUMI 6062 Lemay Right Turn Lane at Mulberry Item # Item Unit Ouanht • I Unit Cost Total 202 00000 Removal of Structures and Obstructions LS 1 202-00035 Removal of Concrete Pipe LF 99 202-00200 Removal of Sidewalk SY 135 202-00201 Removal of Curb LF 142 202-00210 Removal of Concrete Pavement SY 664 202-00220 Removal of Asphalt Mat SY 98 202-00250 Removal of Pavement Marking SF 381 202-01000 Removal of Fence LF 23 203-01500 Blading HR 8 208-00045 Conciete Washout Structure EACH 1 208-00050 Storm Dram Inlet Piotection EACH 208-00070 Stabilized Construction Entrance EACH 210-01000 Reset Fence LF 210-01001 Modif Fence LF 210-01700 Reset Sprinkler Head EACH K02 210-01710 Reset Valve EACH 210-04010 Ad3ust Manhole EACH 212-00006 Seeding (Native) ACRE 212-00032 Soil Conditioning ACRE 0 2 213-00003 Mulching (Weed Free) ACRE 0 2 213-00061 Mulch Tackifier LB 40 304-06000 Aggregate Base Course (Class 6) TON 254 403-32821 Hot Mix Asphalt (Grading SG) (I00) (PG 58-28) TON 38 403-33851 Hot Mix Asphalt (Grading S) (100) (PG 64-28) TON 38 412-01020 Concrete Pavement (10 Inch) (Fast Track) SY 1 261 412-01001 Concrete Pavement (10 Inch) (Colored) SY 18 603-01150 15 Inch Reinforced Concrete Pie LF 55 603-(3SW 5 1S lv; h Reinforced Concrete End Section EACH 6 608-00006 Concrete Sidewalk (6Inch) SY 94 608-00010 Concrete Cuib Ranip SY 29 609-21010 Curb and Gutter Type 11 (Section I-B) LF III 609-21020 Curb and Guttei Type II (Section B-B) LF 492 609-24002 lGritter Tye 11 (2 Foot) LF 176 610-00030 Median Cover Material (Concrete) SF 1,354 fi26-00000 Mobdizalron LS 1 630-10005 Traffic Contrrol LS 1 700-70010 F/A Minor Contract Revisions FA 1 $10,00000 $10,00000 Total Bid Cost Total Bid Cost in Words Dollars (For Performance and Payment Bonds) Force Account Total Bid Cos( 700-70016 F/A Fuel Cost Adjustment FA 1 $1,50000 $1,50000 700-70021 F/A On-The-]ob Trainee HOUR 0 $0 00 $0 00 700-70022 F/A OJT Colorado Training Piogiam FA 1 $15000 $15000 -TOO- 703-80 F/A Erosion Contiol FA 1 $1,00000 $1,00000 Total Contract Cost Total Cost in Words COMPANY NAME SIGNATURE TITLE PRINTED NAME DATE A't.i, "l p .... taph Sumter E�GINFER . ..... vl""] Pimcnl of W.IMTIAy and 6ttill.t1l. ropy-Ix-NcqoIt , - - . - , " I I I 9 0.'xrztmrc of till, CONJR;CJOR; 14 immpesmthe ('MllailaV the,— com Reil"A U, May Sit, kvlak ... T,,mlwa 7 4 Cost th, . . .. ... ..... of "the: Wl"l tW•.-rar..nla.st"p1e,tL I ;,It) olv"%R May sas],o ... I . ... ... . I S i R,hl,l,d 1',m1k at Sim 1-71 Samille th— Sk"P'llg b, C"NIRA,-IOR w fat.; and Jel'anoa ""rhmix'd, nunoL 3,; 'I,la" pa"'llial l" ............... 'I'li"i .... ri of, '.614 "f ...... .. 3 5'13. W, MO "'i-fitit,in principal ,I ... l," "I" 14 Aiittcn Clla'flwlor,' and ll 4, 9.11 N Re'll""ll I, CCY,7 IoAll OR ni Okk'N."K 10, 1 I, Io 4, 11 rt ',I il 'T"MUM"'IND, 'a I I I U'`' 11 111111 1 Ol IAN,, I I I L H C1 r, E, n fl H N C C Fti {'Phis p: Fo hilt blank ,M.c Bono l 1, j LkIK Q''N[RAL CUIPI CSti lYI I-.. uxII o:, l Tl '��fC'It 1111�1:?f)Iti('AT!i1fF t"/'9"; L GENERAL CONDITIONS ARTIC.r I-DrIINI 11ONS Wheroca u.+ed In On. Cznunl Condalrnn m in Ihr. otter Contncl Da:umcros in, fill owiro wmrx Yuvr tha m<anutge lodl:alcxl "Niel nr, apph.ablr In both tot xingul.n and pion.] thcmof LI m graphic i o-umrnt, i,soi pria w On' Igl A Hits ohich duifi-. cni or ehnngr the 1:0dmg R,yturclnrmc or Iiw Contras I inmmcnLc 12. ,4traamurv=fitr x,inan clx,=i ol,o; I,, Olk IT' Ili C)N'IRAIL I'OR :,.•oennu the llnonk m hr Iwr fiunl �'L other Contras Ilncumenls ore oltaehocl Ia tho Aol"'Iilt vnd mvtl:: a pan the: cof a; ptncidud Ihnrm. 1.3 dpp(lcillu.' Inr P.,ii Ill, ft+n1 ma:cpad hz h;NOINI'R trnmh i, ,, h us:d n, CONt'ff:.AM OR m rcyucarrlg ix,r,. nr flnnl p:nvm,Ins and which ix m of accumpnwin he mail aaPi*trting documcnunu,n ICI i:: r¢qulrul M'thz (bntracl Uxumcno. I :. A'b' nw-Jvn' nlmard IN,; awnnus moll Ill ouz percent asrxcus nail n Gmbl, or Is Id,amog xsln_aca Ffxrs in,, the nr min, otiom :n'mn 1,, d, smblished to the 1:111Wd Sl.I,1 Ompntionsl SA'Ia and ]tail; "'J"I" r:morn. Li. Fsi-Tlie on,: or pi.j ai if fin, hides:: siIiII d oo the po,.o1r,zd Form r In,, font, Iim pr.,,es E.r for ll'efk n, ba pafwmcd IS. eiod 1, plc:Iwrmrs-T'nr mlv.n itwo"Il or mrintinn no BId. nolrucims Iv. I"'W", f" P.id form. In.I it. pippos,d C1nrat Ii,cumcur. (ilwludin , all Ad14:ndc issued prior to Ieceipl ofM I. L7 P,iddrrg It...... mertc+--Tic Ide,n,,l, eat in unintLm 10 [iid. ivarvnirn,.r In haldcn. oud th, Plot I't, I.h 6nndr-Pu(mmmrcc and Puvnrom hood, and III nvmnrntn of uI:u it, 11, Oi:mge pnl.•I-A dncnmm"l rrsomnla..I'd In INCIN FEIC which l+ sfpnnl MCON'M-AI 101,' and OWNEfi oa loh',c".; un uddltat III nr rev m. in I& Wolf ¢ tot adiuvmcn n.. thr Cmlrucl Nino In thv Conn Tim,,. iaarJ on o: aftvl thr Effrctr, flaw, of If- .Wlw�rm 1,11) Canpusr IMmmranrs-'I'hr A,erc,:mcnL Addmdn i which nr[lain ¢. till Cnil fkwuniotO, CUP!' I'IAM(iR'a Bid Lndodili dlaalnirmaucw m i,ot111ram till• in, Full nrd Inc Ills :""I awnntenlation ionthiurd prior u+ tho Nniwa of Aw.rd. "wo vtwdwd n: nn e,h,hq Io 1he ncrclnm% tho Notilx 1, ITnoeul, nc, Ilwcls, 111I Genrril Ccnditiclu. Ul¢' Supplrolli C,olh,ions, the Sp,ciiicmiom and to, !3n:+nnge ns the 41('U(:vLN(J<.LL.('U'�Ullll�PA lVIn.}IIY!Mr N[YIiNn „+lt'I1'l)I'FOftI 1111.1.I :,R A1(Ylllln('�\lei/\!:lnt',i'A^_a�ii renua am mnrc dnwfirrl nI it,, r+cnrmau. tuirch r with Ill R:rn¢n Anxndm una. Chums,. Orders ttind: Chlrwr Dimcthry Fialil Orticrs not ENGUMER's wriltrn ftnatixamiom.nt cL¢ilianine iswwd nulsuant to rytvt_s.Phs3,5. ibJ lion 3.u.n on :n afirr «x EO,,Uivc Ihw of the p ,rient Spop Ulawme arhmitnka .punned pursuon: to Pantgnlph, b,hi and 629 .rid thz nq,m and dmu'I.- ratan,d to m p. ra21R,IlIn 9J1 and ._._ om hot Cotton,1,o,omcnts. 1,11, Cnnrmcr r-Tim m.ol,,, puylib]c nc OWNER w C'C1ITRACTUR fur ccmnlrtion o! the kil in naordame +rhh till Cnnvnet I)ocmnantn ns stnwd in thr .>vrocment isuhiru to the prtrcislona of Mngmph 110.1 m t1e arse of I,inn W o, li'arl;) 1.1:. C pior Doi fnc numhn of dos .0 the ti.Ina n wd iI the Anr,zmcnt it Ic n:.hwv, Sulmamial Conrplzli,m. oud (i) i,, ulmPlem One Work so Owt a is I.... Ihr fiml (nenent as "d,nc"I by ENONIA-R',. wtivan IeGnmini!.I neon of Foul pnymen: in .culttdrmee wnh ptmanph 14 i?. LG C!>A7RdClVlt =1'Ix• person jinn or rorpnrenon with Wham CAVK.K tm> email mle the ..,notch cht 1.1 a. ;t=/?rri.,'-An adic,ticc which wi:n In,itcinp "'I "'d wook rcfcc to 1\lvk. 11iln e; unmtisllmmre. Emily a dehoau I, to., I; das utt caldonn In Ih, Contract hmuni'm, a da.•s not on't he myailcnhmbl of nap inareaioa rewill 9andard Inc, or approcnl refic"d to in thz C'ontnna i'klalmmca, ar h. bcrn damiIIIJ 1111, to EN("I.SESR's rca nunundnunu of Fuel Ixnaoan (omens rcmcnsinih, for the :urccuon thrrofh;e h,cn assumed Is 04iHT:P. n1 Suhsonunl Cnmpictoo Ill .sot Anui av)l piragm}t), 14F or I,' Ill, 1.15 Cnu:wee,-The Jfiv,ne, wtueh slnoav the vn+pc. ,swot and eiclm,a,r of Ihr 1l`od; Ili he hnmished and pennon,] by (;OATR.A('TO)Z a:u1 +vh, h have heen ixzprtcd a alp; n.e,1 L+_: ENGWEET, iuw mr "h,."d u. 1n tar Conan Doe,nI Shot, ctawinl ore not flan" In^_. a:, c• deiinrd IJo. tji*crier Mara ," Oa ,igrem:wnl-Ihr dam uldicnrd in all .Aucemcnl un whoh I: br,,onn.,IIml, . Iwt it m. suds do, n hMii it mu:m the dao in wh:,h the ivarr:n,m a xm_nal nod ciclrcarttl n, the lati of fm• Iwa mmicv to is and o'b":, 1.17 LNGIA''M-R-I., pvam. firm a urr,,ennlon nnmrd'as amh m thc.A3,vntrnt. Lib'. TAGjivTERS Co, .... hoW-A lvxn to or a,phi".h:nINlo�a xanra, wnh LN(Jf:w. ..fto fumidl ., CNGIINTIlR's indeillto nt pr; in l rnssd nmr aIi nmxulluvl wnlh rcrcneei ro the 'hnir.Ia. uotl win is i(kntfird nnsuch in Ihr Supplememaq Cnndau" 1.19, FnAl ON,, A u,imn nil iawrd in: F:dGLKEtR which txders mini dvrues in d,e 1\'nr[ in snanrdnnx, +dui prtagmph 0p but which dog. nIr 'u vole, a '!.I,,Cmu .I,, in dnr usa Pi o, or to, -'nuact Times I I 1 20 (r'uv !faqir er .ro—tirctin s at I*.',o I a[ the 5lzaifitmian;. 1,21 Au.onimr.' 11'zva=CiVu tm+ li -e di rt x%.,h.. shell iwve Wu meadti tvoviHed io Seaion iooa of d+c Solid Wade ?isnixsrl Ace '_ CS(7 suction .5ii=i us ammied Gwtlunc to tine•. 1._Lc L"', and 7f: euluriarrs: Lmcr is -.Am' .md ell gviiuldr lane. Hiles xeuLn[uno', on6nances. nicks and ."I", of I"' and all srranmmud Ivxliew- ri@rncies.authohlic.and"meteht m� jurircdihtion. 1 -'o dsvo7 Wha +:,-shall )x dam hIIJIJ-r—,. oh 1 11.l IN, If,, Cie of Rut "ell"r 1.? . Liens—Llm:„ charges. ;:cwra, intrress ur rn<mnhranccs npin real lvropuh or prrrmal pmr h-). 1,'4' ,t9il�nnvra—A principal m'mi w,cif,d it the Comrnet Ii,N,.eme rckdinelo an intevnemute completion dme or nee pdoe to SuL5lnntial C'*mrpimiior. ae ell Ili, ,I on, I.", _ Iv, 1W, hiurci—A I,rnum nmua 1, O4FNHft It,IIIy lmrenc vuecccelul l'rddor.wlina Ihlvmly" aanpli im, hp the alt7>arnt xuree..hil hid@s ai'I) the covdidon6 Imtecdov cnun+cmi Ili crcirr, 11flihn fhn umc alxxiliul, 011.,T,R +¢311 s9en and deliver the Ac wqr rnt- L_6 Abuce ro Yrocauof-A none, green hp (]A'+l p to '1'I: rfOR:I OJZ (uiih o c p' t f,Iv -M'VRI IivrLL t6c irate vt wh4:h the Crnnrncl Times +vill N, I.Oei b run and A which CO'� 1' R+iCfi)R shill Sinn Ci 7xeorm CCY.JTR/iCTQF'; obbg:nnms u+du I}m Camay F)Ju+m[nl - L v1_ Gtd'Nc`ii—'ihr public IWd or amhario' u 'ratl n Iwmiaticm. lira a pcnav+ valh wham CCNNR' AC•fOR iw. m red into it,r lgr rm+rni and tar whom the Work in w 1, lvoviI'd I S, !'mYrzd Llri! vrion—I kz bs OWKM IN sulr, wh.el,ll)' ii+ Imclod lute of the Fid krt'de. loner¢ fa Fah n i� intendd is a rclaul ln¢rrcw5 pea m Sutxtamull Y,i,mplctian of all Ihr. Ci alk '_4 i'Lfl}s—Polcchlminated hiphenvix. 130, t. easier—Pcaolam+ nd+d rap ovie nil ar-hnv FnmttonIh�Ivor which it lipoid xt slant@ad cnndititms o temlxnnu¢ aied ere uie i61` de'e .. irohrenhcs( and Ili gerund.. ;,,-'npor, inch sSuJiu44}, surh as oi1. l xml vm. fml ail- A si 4, ofl refw' ."oboe_ Geoo,xiw iunl Ili I TNIIY With ohill Hui []ramie - U metes and erode oils I ;7 2 o'er-IIII. toad v.'rtvndioo of t then Cn+ Iv nk to I, gnzidal under the Crn+vad Dr,cumrnu nine be des molea a pan as indimwd elxuhere in Ili, Cevmxc+ Loci+r w.0 l,wi-a+z=. Lae 7nci.rl ,,S, A irc ,,I prom,, m'+iarialn d Ir Fntna at Fnem_v Am ni ,K'LK OLNEKR.:bhDl 7111i15I 1 0 IV"' E*mn.+i I I I Ni 1,FPIIM 4 OLLPM MODIFI C1I 1014, 1 KIA IJell ki 19�a 1'h; Seem,, 301I ct vl.) No, amended I., time to dmc 131 L. Rrrr7ar lYndn floe Rre-klh, orl:ioe how il:_fined as ilmn, tc t�l_}�1 unhm-11mn>+_1 lffLd J iniaihelSrnernl lirouirv»m+e 133. d2asidof Yroiect ER, veho ri hcTies eied u, tnd r-ryesc... I.. oCLi{t:gNBLtR mho m.n lz.usv med ur Imo e& m' mrp WM t6erooC I "4' S'arvcrle+—l7rysiw7 caimples of iomma6_ equipment s vao lm,,Iomip that ere repre5memire of uimc pnnian of the IA"k mid m'hieh ':aih'iah the stamlaeelu hp +ehiah smh panlao of ine Work will M ud,wd 135, Suop ln.i,nSn-.All dna'ingxdi7grams. i5uvminvn. schahrles atw' ,I,, Bata " ut.outan which arc spccifmalh prepared or as+.n:hled of nr.in, COSIRACTOR and cubmiaej M' CVRTIuiChOK fp Ilimxrrve sm+epom'e nfthe W wF. 116 Sparer. oirr»a—'i'he, laanicros of the (bmreci I'kmumcnrc emvsiame of suttee I.&I"al dccripuoruof mstnn+ls. c4 ,,hwra. eo.siaichI,, aymcn ,,...maw, and w'orlmtarehip a. nfgdial 1a rues fI,k and certain adn"hisuedvc .hxaiis alAtlimblr. fuc¢s 137, Subronnacmr--An individual. fin" n+ cmrporatlan havi»; a direct wii"a with (Xildl'. KAC MIN or wit), vio othu forth, l formanec IN pie of the Rork m 0" site 138 .Iulx..... 1 Coegd,h,,i—The AN (a s7zeificd lvn io, A ii:a Ol NhReui to to, I>Jin;.whv ut ih: i>niniru of P,N(1 RQ6'FR ti mIdrnc,rl t^- E" QG UE &'s dcfirutivc ceni6atz of Subsmntisl Comp vin it issul;lei ev completes. ice.. tLnrsr with the t, sumam I ctIrI'rtN" so tlml the I vl{a- µ".'fi'd part) " o be miliud iv the rnn;qc± I,, whmlt +t h Inxnded a iF rx suite ctrlificate is issued w}xn tin: Work is annplaeaW reaek Cvt Pmol rmnuent as th"'I wd 11t c,i,rd}iRh wilh p aeo,h 14,1.; n of Waal m o cm In nce+p I eii with pa:: I I. ia,i5. 1'ht Iaeoz '.uti"wj+inllp till ,, r and `ud' ,Let is LnmplaL:d` a+;wpli,i to all or ry rt oi'tir tliar;; mfznlo Suhzwnd:dCtmtpletion ioerud 1_?4. :rtf hvraorcn C. rfriern-lhc lxm of tls Canmsrel;Asumenta which emend, it aupplemcn's Iheve General C;mdiu.m 1.411. S pFHe .Yi nlmvGet fidlic-itol s ,p;iier. d'sui tn, n +Mlmi i. me Irn.I .o d"'Zi' .aaraoi with CONIRA—I IJR or +sith are' 6ua;pntracmt to Iumish ioawiialk or equipment to hr inmrlx+ gird I, the W,Tk 6 COI [ KA(21 (1k rr n= Suiiwntrftfl: 141 1 i ..rurmd fall/irie,—:1I1 pin<I....3 Umdum, due... .bic,, e9rcs. manholes. wens, tahk". tunncis m nfnu wh 1,eiliti`s ar ran mhrom , aM nav nu •aver:: c.+ntna'fie wen Pacihtr � e'juc6 ha e (rn uwielied wrdervroorrd n, fora h e of the toll rvioe ar Itr 111 r I '1cF2llCltl: "a""I (V ld (Ii1N1fnN Em ch .t', mlC+itrnt thcl cummumrnuons anMr u�i is'on. sc,cxg=' qud iunina�r real. :, vutfu� erz oth:1 mrtt !--. nr.v nnrxtc:. 1.. imi; Yriw 14 r-U'od; u+hepaid ic, atthtlnsis of Wail PncroY I.L3. York-=I'hr entire L.mrpided coe�truekinn or Um -Roous sepnmtrit' idrntif:.hle guns thereuf if ;1 lu c, Cua " 1 undrr the r'wtvam uacorncnts. Abrt Lsludc; Imtl,is the r c ct Perfurmmy or -'mId eng lahers Im" Curnisltirm and inu naPrddng i m. " ris and equipmcm imo 1h, amswuicm...' , aI! ir�,q ftunishire servlets and tun,ishll,r doarmen�, al{ nv regv hed Mthe 4'rnvrns Dacumrncs 1-4 b114 C6mt 1 ri A nnzn lfilnill I CONh C I'Uk. uu , ur Afee: tlk t llr-C 1: at f thr A- c.mrn. o.11 ,1 he MkNhit d ru,o mm�li d b,' EMINEFL Vrdenns u nudtum d Icuon w+ev'sian in Ih< Mork cr r smrfinp r. dihain or tmitw..zn Idr7., condhiulnu,dtt ,ehich tn- kA,A Lc to he Wnormcd es P"'t'I'i b M1vn=ernlhL' cr sY or n, emcrerncic, .m,t paraeraph ti_- A W,,rk , Direti,e ,viil hat ehaw, tiu C.tuvc.l dt, nc0u Conant 't to r, h a i. zrss:vncr 11.1 It,, r c" uxput uw it, viunc ui luw , an.unennd it tAork C?hai a Deeaire will N i f.m'd at a vl"qumih' ➢asucd Clh nit' Order i'ollrn,rt' q b imiinns b, dF' 1 nmav :u to its '_ df"C it am"the C<mnYut Faioe ofC.I"".t '[Sena[ as prm idcd inwracraph to: 1 aS. IPrn:nr Amen.inrar;!--A a lw, smrndmmr n1' the C mract Poaunatuc a_sa' h, <A t",7P arrd 00-N ILACrOk a, or a[['r the Ifl trr Imt, of ate 4crr'rncm and ntumaL;- dcnlin � with the nonc\ginecogg a . ctndc.0 /FtlKr thou Vtittlr euneuvniar.retvteLi ntp ,cii' i l'ne (`.tmvt a Drz:uments. rUOICLE2-PRELBUNAM MATTERS Deh"', nfBnrnls 7.1 Arhan CU: C.1, fdrl,en nc� xntx tc OlgER CO\ila`ICt lAl t,o, ,tiiL,.0 t• +Jli`PE7f .vrJ, Ik wt. ru C J i LACI"OR b�rcquirudtofumiahmn, o, ,L,ncr a ilh pnrauaph 5. 1- - C pies f Docunrn¢r C7Ah'1,(F.I\ sluil for sh w CQD I RAC up it, ten u+pi (unless oth rct 9s<'NdfiN i' tf• 3uppizmenwp- C'o�Atl<n614-. n.;d Otwumm � aas mnhk nee as -u,tFr.mcutice<r th- R'o 4-. AdilitinnJ row+c nhll be fumtshed uptmt lt,p t et the c ' -1 reensluttixrcc f'vnvnenreme+v ofConvucr Times; A' mce m Praceed- Zee Ct ut Tunes ,+ll aar unmtce to nm rm it,, IhImIth dnr ufine the Efl_ttire Dm, 1lO AIIIIIInt n. cxlr LAL1tV (oNt me .1!IrML1- 11,Im IA l ttl'Fil ( 6101)), ('XaJ "L, d o Nol x lu Proceed ,m, on the da, cw,.',e] trt0u Noll x 10 lhocezJ A Aoiic, ur P�.,Id tIIII 11 given e1 unr tine u'iu%m thin d,,' t, the EI7 a r r Date of the Aer m)eni dr -m .wrnt-,.•i8-Um e ,,mregl._s}.imry vaxxaMtn-th,i m't Ih}3L,". '.-1@,.p1l"t"I)w nCH r gxnns,-oe the thlnidh Jnye he the Fifrctive+)u1r mfthrivravnent:,rhidrceoeekitzSsearller- ,S er ng the 11,rk' "_4. iONTCilCl t R shir nnit to PcrGrrm It Ik... I m dr. duty ,i"' thr C mtru<v I it ' wvrmceu;r to nm. but na tk k sfv ll Iw- arnte.:,i thz w pnn- to thz ame m which the Comnml I im s .... .mr n, mn Refnre .4rsaing Cnnxr!vnian tnth e vnd,rc l me a roan of lit, W"k. C:iiSl I CIOR siu111 to A, surd, tnW ovn,., 0,- t.om-na ( =6 chm4: and rzrm r rtm m fi_ur shmen the[ end all ,li hl 5eld mznsu m rc: CO:lrI hiC'Ir1h hall Prop PtlI rule in ,,a w HNOI 31 n w,illel. r r m1 E.1) eu Arc.,Panc. nh.l, CON PAC[Ok to,} r c sod shnii nhain a ualccn Invcnxcmunn or clardSadw frem, F.Nt RTFk 6- aCm p,ccclin¢ e,,,th cm Wnrk a6ecctd lien[ M ha s. Cr)NivA('Mit stnll mt Eo Imhiz ' 016NER rr:UN^17..6. fo: fritare to yx,nun�'gont7in, eau, ud i9uin' a dlso'cpaua• m 1ha t'muaa llu:un na uNcsc Ct1 I h.ACI'r11•: k t e Lr Iatismu,hl} shwid hasz kno•.rn think lk'ithin me 8atrs arm; thz Efixdvc ?Yen o1'the rervcnrcnt iunlcss othc6111e ePccif Cd m the iteacrt @cy 7cnencei CO :-TTtd-TOR Aral! .cN,m to FOIL INI Z i ibt n-ciew. ..I. a pmlum vne prcn.rtss sdaduk inditazvu+. the boots fnumhr I ,L rs or dal :? 0 cmg and ramldrtL>g tl>n vaiiau sages of rho ltiod:. tn'l... g au Mil aolms stweGfred in fLe%omractDxrmrans: p¢lnct�, Huduie W Shop CN,vue .. iJ 8arnplz mhm lrrJ:; 'No' ml1 In ntdt ',vm'd wbmimd;md Utzlima fc, suhmlunr:. nsic,vine. and pmcessirr.auusuMninul � . I, ,v11 u :chWule .._ ._ _. 'CpWbl2 , I1 Ch II „p Iv tIN 'i lx1lu(Wflr � for cacl ,� h, � Ieincc-. _.e3. ;\ Prelinumv� rahululr cf cgluw for all of the +Imrk Ihicit will in;lude ym;mm" end Prices cr items ag�cstvrP the Rxntud $i« and ,cili wbdn rd.. thu 1A'uf 'vnt .c+nrPonsl rxntemm7alcnl 3lni to rent : the Basis fc; P r s ,lad., ,L In< c nuubt S.;dn t nnm; will i"'ph m Pp P snow f s?+�d and P ofil appi3<»61e toruur tt" arm aC tlbd:. _7. Ec{ore um' Wad. sl the site i:, mined. (:�]iY I Rrl' JUII nr l r1 A, R xlml m'I d lire[ n, thz e:ire »��-n)` ,viU :rPra e• wak-uac»i�,sarF-uvmeed iduwd F myrx-:4upple+aenwr rrox! t I e f ii[_:R., 0 L C m IA B� t PE 1 H ti. 4 'A' p F mot G,mr:. of nxumne, (and otbcr ecidrncr. of totem, r whirAr-.vllw•r--er. arn::✓_-n+w r>vkwxhl�—reuueN rStNestc l M k' -ERI which CUNTI1 %('I'Cd2 and ZtN \r"(`-re';•,wlu' {+-art a rcquir l to p.atar arai m unto n in a,wnbrra:r with Mm mphs_ i 6aml 11 .....ua,acinn Cnq/envure. WuJutrmum tans Ifmr de Ccnt e Ifune,11.11 to tort bat Mare to, It ak at the >ar ra ..,led a oonfarc, aaended h CO'; IfLACTIIR. ENGINEER aaJ cAheN vs npnrolrin¢ will he held ,, eanhllch P a%,rkmg undastaehng a long Its p,ati r v u+ the \ecak and to dvxuna rlx s oldoll, referred m 'm Iwreeeph 26, rynculurea for handling Shot! I)rneiran and other submittals prwesing .4Wli.U. for pvymene and n,anotinine nemi ed rcmrdt. lam.11p.4 cc.j.bl, tichrduter 'u Irom other,,, predd in lnr Convect i i-.au r to . , i i,v, l-x•r.J trklr.-.nMr - ion-vfiir, airy -uya a"Y F cjh{ . V 11,Pmn_orl. I tiv it, hecin, woken. nu xied to COFI'RAQ'OR HIv(iINHER Pnd o01cm ao appropnnn• de^ e .IGI by M",T.R, trill Mr held to roriPa' for acmpto hihp' w HN61 IER ay prnvid d hot t x sl cdul at tin d it t n d we +'ith {tire: tp ph 6 and D,-i,kat l GG n J I ry ircmcnts CO\ r R4(.I'Uhahali knl aari to eon.d vat <nd m malt (n]nGG1an5 t1rW PdILLRnl)vv, nM14la mm'o.1 Rad.,ad, la to Cr yTRACI.s do pnxrctt pkk, za shall he made to Cnrplabl, .t, H rml it, Iik r, ke a ulvntl d w wid Ih, m pt nlG m 1, ill i, I a' pro+-J^d M..I me moaaea ch dal ill In w..rxt1, t aw nrk 1.. landing an ordcrh Iti e,fieon of thl and to atmpow, T es, 1. am' apccificd will arrow oral tlx Cnr1ImGTinley,pr,nsudsua<pmrY willnelrila ardhi on P+R 71 ILN rspa, Mr lotth xp nm f al ding r ,N'J > o tiv 11on r r ONI r +ah rciise CO,,II \'1 a Gam ('-(LVII OR'O � Intl roTvnabdar thmefm CO]7RAns"ill aehGdul: of Strop DNTF :net p,,,dc a criob rci I!heoonem mp to ENGwIaI tlS 11 ao prmoding rz Itt Llr lell mcnl ha' r m+ pr 4 Ill I L _erWhe os t�'NGWEE T , ', uhm l C ones ill tr. nc<rpluMc m C'dC➢aLCI ryes fan argil nlhsprtar. .ui'l'IOLRl-CONIRd('1' I tOCIuu IWPSE fS'17CV'I', htii F.NI)ING. REUSE Imrnr 3.1 Th (. na I I h 'o s "naps 'he color agrz m bctwtw NVNIR and CO'Mt A( AZ tan unirg Lite "l rk Me Ccnat I Lkrameru ,m auIlled mcaeN1, v+lTlhal TudldCtm&trm.'na teDeoclaanm.bmin: duwill xe mnswatl at mm.rd'nor n'iih the Lan' nl fix place nl'Ihr VI VICCI, 3._. It ie are, imam M the Conmmt Dncvmenln to a1Ct>G3ENLIULL.CCNINTIO""i 1'Ilu: rl'YrlrpJumr a: o'n' oc rurr mld_lasolaalocanons auclam,n de,n6hr a bon7lonally crnati,l, Prot=r (tx ran Ilranvf) to he core oeted at e"'daae' with for Conuacl Dacuta,ra, Any \fork materials al equipment flan .1. n;maubl •x inferred ran the hmaxG fawn ent4 rc Gum r ,n aibre etu0.nr or tmtk we as Isme• r,uiwd Lo pn+dta d intended reauh +:ill be hammed and tedunned whGher or not >prcificPllp allad far. R'nen +cord:, or piaaxw +chick hour v wellWmewo reclvticvl or mwara'aar. hda.'m to body meuni, me used m LLS7AV \lad:. nanaiats Of eytripmtm wth u,onb a phra. ; ah h iw inaoratoeJ in xcavolanu with Iron meanin,t Clanficniau an lint rxruninn:of"tha Contract l a.trttenu. ^.hnll im,. is ucd M FN(HNFF.6 Ps prneided in p.nrg'afua !I ;. 3.3. H,f' rrnm m .4ondnra and .tiyec jean.' 11 7iehrdcal 4xirtire Rrinvtutg and R..hm, Di.mnnancie.,v: . —I. Rci'crcnec to sanadad, spraifta i,an, msumuis or ""L'of am' W: n ic:d'te,toc.:nevni'nnion re •tscx.'nunrt. m tr rtm ' nuo. o• R"uri na al one go'cromerral amhnmt +vltethel wan c nrcc Ix ap:•one or he repo" C n Jnila _ t the 1.1, staraLrd mmif"euon m:mual• c<dr , Lax, or Rgt.loi tom is dl m m lire Limo o(olrenincv of Bide (ot, net the Y.ffe vee Ihlc of the Apreemcni tl there were n, Bt&t a cep; 4. t 1x othcrxl"e spoeift. , Rn d in the Cnm: el fx wnenm. If Junne the parfommnee of the Worre' CO dasm,e" ant' ontliG, am,. umbCgultp of dCsgmlmmj witiuo dw CtutaaG Itoruawnu,, or between the Contract fareterts end an+ pawision of roc s.ent Law or F cuaniael .q;rhahL am Ilr puitmtarrc: of tit lc tat a nl ono .ouch ssancr.d..yueiOaGm, manual rn We of of arc umrurtlar ufam %,,plies tCaeo"I to in pa -'graph 651 CONTRACTOR .ihrdl spun a at 11.�G"IhIGU in wnurp et once an,]. CONTRACTOR shall not pncaed a nh au• A t : afire d iher In (wr ,,t rn ua ,aw,aera, a. v nhodad h1 proacr pre t. _e) until an anierdmem a nlpplemen; to the Comma Dceumvms It., her r iarud by one of the nwlhork: indumed in u- a I t i I 1 tlnr (:(-NTf %-TOR +hall as Le I' bl n, OWNER m L\C f EER for 1 uu to mlaau + I.dt Ionllicz. coral amhtguia I diw-epawe anon; CONTILACICIR krw, at reasonably should Mee known thereof .'I Escrpt ns athervciw sl+cuificdk :zuted in the Cnnvaca Douunwnw or as mac hr provided he nlnauiawle m IUMAe1nent dcmto iuual be cm, of the methdy tnb..Inl in Imag :Iph .S re 16. the tnm'6iore, or the Ccntorel Foearaert, shudl take PIIeOdVal. In Ica h true anyloralln, .nr . amhi uue t r dust tmnc' Merl a .nt pawkiest, of In. CantraG L "'.aeaw and. the provi.. o any >ueh atot,lyd. gmcifiarim, manual, cork. or inermciion i n'hGlhcr or trot sleriGalk u ..... m teJ by tcfunsv in the Cc,raroct i ituvrn,ra,. m 3312. Ihr pmvisiortu of n v smh No, or Rc^_ulnrinns npplioahl, v, the ludomtnnca of the VFork iunlasv wch an mm:prnmirnr of the Ixm•isitms of thCornrxa Dncumcmn woulJ msuh m vruleuon of vt9r L:ny w kcguluomi. NO pro,,,a ri of any such nand.,, sp.iflslion, manual. uoQ or instraaion :hall be el}eetinv, io ch:muc Iha JtIn i and r,rrori6hibm. of UV..V F:K. CDVIKAM(0r rn' En Cak!i5k, or any of Ihnr sAnrxtvumnq a.E., seems ,x ,Inrlm... lmm Iimx u: fnnh in dw Craxrnm iiocummq nor shall is M: cifccuvc 1n avc:pn m VU'NEK, F.AGP,1iF.R nr nny of F_NIiINF,ER':: ('atmmlmrR IIl'CIII I of ,rap ,,,, an, dote nr au bmi,' m ,a ,!, or dirax tiu funus6ine m I da i n,, of the Kull: m :nty duly, Ia vuthodm in ndnwke rcanxrsihilnr uxoroiwol cvnh III, pnn•.. of parap"T A13 or Imp' M. pt.Wm of hm Conmial Ik ,,nnLnm 34 lMI,,I I, in dw Conuam Doaormrota the rmnx "as :xAcred", "ns duwtcd". `a rcyuircd". ^xs nlhm'ad", ".: nplxrn'eJ" ee tams oC like .11m of unlxtn I!" u:zd of tha a:hectlres "IIOnalnll'. `suimble'. 'accupmhlr". 'polx:r' a 'cnisftzutn^ or aJwcni"c' of like 'II': or Imptn arc uvl in de_Mfx x requiremm, diranion ra'imr n iudgmem 01TW NUR as m Ihr "Aln n Ls i wWM Km W r-w man. direction. Iv l . 'P*.m will to ::nldy to sviu:rle. In aal. the ecanol Ainl: for cnntpli::na niG.:irc muUvrnrrnK of xnJ inf.wioo in ins Conteln Ckemmems and ;m)3orrrabc, ,Id, Ihr desicn non. pt of tiu-axttpinavl pngm us n fluucdxting u'itnlc ru shy a L"I'd 11. 1111Cxuran fA1'untonv. (bnncc oars is n cpu:ilie wnnncm ind win,, nth s+riaro). The tmr of unc such lnmt rn xtlinnn e :loll run ' ellhaive to a"I", m ENGINETZ nny duty or: uutitoob to W IKmIS• tx dirwi (it., fumuhin" o: ry:4xmnrca of in, Work or .' dtay m authmnr+' m ndemike regxnniidlnc n1al' 11 Ore fxet'Win of pxrnMm l.l_ axn; uthu pro,"um of the ramn:m Do:xtmems I ... oub and 9ulgde... ..I gGmrmcr Gr cumom TR C'omran Dwumcnu mac ha• umemled Io pnrvil, lia adaluonc. Jeldums and a .:ran, in the MA In I,• waif;' dm wo. and uondiliuru thereof m ona rx more ul um F ilauinn ++a ,,, YSI. » fomtui \l'ritten imuawtenl _. a Chxnpe OnI,, (}barman. to lan:uraph Ilr4, Or Ll('U(r4L1`]L8. i CNq (IC\ti I411iy I In`n� Emus:! n'ClT1' UI' HtIFt' (DLLIR: piINTIFI<Lll IQF414'� +Clap. ..... a 114xk Clr n_r. livancc (purulam m pmxprnph Ili.l) 36 In »Ikivion. taw rayuu,nmms nf in, Coo.ni Cxeu aoro, muc Ix soppkrbtai ed. u riatiom and ckrna;irnr. m tiu Wrxk mm h• a.un""I m mx• m nuxe of Ihr 4Alowinc wrvvn: c.l. A field Urfa 1punv:mt w pur raph!.5). ) vGINPCR•.c.,,t O,m l ofa Snq: Drnr:ircrn Sample (purvwnt mr pnwaphs d]G anJ 6._71. a Efidl 4EK5 wmwn imc:Txnxti:m or cdntn(icaarnt (purvuant mpanumpit yr fit. Nru.v e+fUw.'unrenrar 17, CO; I'RACI'M nod any Sutwntomo, a 5unfthcr or ofrar pernm nr rxe»n radon F'"'rmma Or forGOI'." ., of the lk.xk under a dircei nr indircst mnbn2: ...J, OWNF.lt (1).vhnll nol hnve ar natuire any utic m nl nrIrtL'N I' right:. rat a of the Dntu�iwr., SIvciiianunra or nlfnr dmumenu `im cnpws of arn th:rcafl prnm.d by, or i ,.rm: nc, .1 of KN6lNFKK (v F.N('r[M.-.RR, . Con.ultanl. and (o) xhull rani r„uv ::nc a' u¢h flrn,On u. Spmil ^anions. oiltar ......tx Or ropics nn csIcn lnn of the 11INUl tx nna uthcl p:oiccl 11 On of uTittcn.,irr. of OWNER and E\GF TER and apacillr. wriucn vertu.firm or Imp. . he HNG WEEK ARTICI.F 3—d\"AILA1111.171) OP SUBSURFACJ: AND PI SICA 1 CONDITIOSS: REFERENCE POINTS . wWWWn' n(Lundx: 3I. ,tIv, mK.JnII hrmis}a oa mdlan, in Ihr i, I,, Ia Dreumed ri l tI-of-I upm which fin, A.t iv to lu pedurmcn .Ib Ithf-wa)' and llJ,,l Gu :tees, Iimnno, awi such other hndnahieh ar. J_:iGnnt.J it, in, n; tl f'fT.i1, nCIOi: t.lxu tmrmxrel. uvluanrn.ptest. "n"! l—linnisn till, o-1:_Fdri4—'n!:-t+—arrveact amctnano(rnnxd_I_ml-titlasrehkpldak=crilvionoline Ixnds-uttm-.which-Ihe-W v4._u.-n..hn..pnli,rmed-nni Ol I Fi•lt'-aal irrcrcimna rncearv-ir: c a xiae -irirg ol�-ol-..hhr�n--nmdnnft>-.Geu_ov:nsu--w 1+-larxl....tn xxmxdrcva•-udb—apNhwlHL ab..l—F.Udneit+nn not of FJ2 aiudl IdvnGG' unc arwumhrnr. c.,a: rouIimioOf rot of In:rnl xirytli,iti Mad n}v:citirallic ] 01, w oar, of lani+ ao fi.11 un ed reitir which , tk oll. EasR ., illm inure ry colnpic ro turfcxntim_• tit orn1 h_ ursemm�ts ftx pmwncm ,.ill in ors or 'Id paid 1 rnune¢ ut e•:utine Ilmiliucawill hr.oh:vl 4 and C liv'nc CiR.,b unic�c pmt iJad in tit k I., Dtcu) = if C("1N`,nm in0, h,n r)om. t r marble a scree on in illemem mn� tiu'. u. n, a extent of x., aI, .hnof in the a, in n M. u.- dta Cenuuct Time.; d a ,phl of anv delay in n\CWili'r, fi:midtmc mca- lands. nchrwl- lh'n cacao. p id'd RAC'1'CIR id make a dovn thereto: ar. provid vl m Artinlas l i and 1, ,1 0 E K N pit J CON] IACI'OR slmll p ovi& I. vlI aaklinaod Inn:; ari ., a III thi[ mathe regvirul tin wmfu'ar_r mn',truction Gceilities of :aonmc of ma .uN and J:_. Su1un7 ce and Yhgivni(:.&(inns S 1, Reeunn, and LimmnFr: ICslera:ee is muds to tn, Supplumcmm,' Conditions for idmtin.ti;n or, `_.I.I Sv6.nn'face i:awauln, TI.,. rcprn,' of e,trA..adona and ncsu of whwrlacr coudhiom, at w .tn,.nus u+ the vm thin hire urn udli:cd I, LNG➢VEER in grryring. th' Ctntmct D:ctancnu: mtt 42J.1 ho,, do wings of ph,lucal to,dItrnn, in +r odmim, It, m tin writoc . tuLpurr., Suiry1w0 In i rn ti ..u, In un, la, Icy rit IiMcr.rnurd Fadlilics) Ifni hair tr..n utilimd bj. ENGINEER in prcnrrine the Contract I. o.umcni:+. 4_ IjIlv,d kotirn ce br `0.%"/7iACMR III'; Dmn: C)NT'RACTOR mnc ld, upon in, gcmrnl ri.mey of the 'ttdlniuil mul" c.ov:inI J I. mch reports and dmarinI but m.h rMvi,i and dni+ rles:nc not C.nnutic Docunnerass Such ujhuiail rho i id nflBed in the supplrmcon". Condition, Bsrcp (c sid...lion a an nrch w_h Iicnl dint,, KAM M n p• not Iely upon or muke ill, .,aim aplfmv OV7N4:1:, fS'ai;INEIa: or ulo N ;>NGINEFR-s Cnmvic cox win, wiped In: ,l tlx compl.mnccs of w h , tt and dito. itc; fci CO`Q R1rTOp: purpo, s rnk d'n� but not limited lo_ anv aapacv, of If" mootediu, maof co mchniyu1'. xy upl," m[d Cn.NIRA' ;1' ennn it t m br emllo, be CON9'RAOTOR nil sd�lc prramticmx un:l progfumv irwidcn; Ournn, a o;ha eta, In ud...itms ;Pinion: and d,.u,:nio., wmaivaJ for ,I Irymn�nshavvn or indianatl in ouch drax'ingc ;r 4 113 :m,' C'ON fRAC rOR imapneatian of a conclusion tk,,,u Bain, unt' •uelinwid data' a an+' Wlcn II:ILr, Inlf(plrnin(IIL, upinut 4 (L inl'omimion n._. Aurhi. I( D,flanlik tnhnrr(uc. :' l)n:+ica/ C'wt toss If CONUACl'OR Ww,. ffut no, :misu ft i ph+. wl tnrwitiun at a aI 1 4 moos to irc tuI dwt n w>,awaeJ a tc...lcd either. S _3.1. is of ouch a nu,, u, u• r:,,blish the[ ill, %IIIN1c1ul rhmntOV➢RACI OR c: ewt4d is ot)ruiIvaled W runiguph, 421 and - '_ o u:utcnnlh' uluvlulukn is ;I such a rmtura na m 'Nuu, a .hung. in Irc. (:minim Io anent ¢ or a. ditien: mnlnricik, ion, Ihv ii[I n lwpC UL!:FY V. i 10TIMMONS Pit 5I I'ni[Ylnn. n; ern' OP PnItT COLLfA^?[VtnnCAllo m] uRI: c.ha(NI udicmai in to, Colmmn D;;unlrm,, of 4_^34 is of an ..u.1 rmture. and di(i'nra mnwriall}' Innm conditions ordinurilc corona,,, ) aml cencmll.: rc<v_aicd us inYurcm in wort: of the dsimaie prnri:led nc m the Camuaa Documau: 1. -ON7RAMOR of promptly' irnmediawl;' olio I".nnw .sum thacd and Infcre footle tiamrbil. roniiiu"n, alfocial tha,o,' u I,,f..nim' any 1V.TL in cunn,,aton iiwn,,,gh t .•pi in :m cm,,Iwrxr as Ni-nutnd by Nnimpht:'_3). m.ih' nWNLR and ENGf\e6lt m union1 aiwl such aimlitiam. UWJ RA(7MR shah. filnher dwurh rash ,nalilio, rc :in,donI' R'nrk inn to a th !as¢pt a; vl"ore mnlll rcceiri If .iue. Decent J. :.'_ 4. L:AXWN'LE16 Re+'irnr EININELR . ill Fornfulc rn icw in, rcnisnt conditions, dmcrnnnc the .,ci,, ty of CAVNMR's oMuirling aJdak aI eaTlutaiion n i•tt•., uh r•sn'ct tncr to Intl ad, I.v M INI R in mmt [Will) I a,pv r CO'NTI 1C1'OR) of HN INHMIR h,uh c a i:ro idoam :' i 'u..IN, Corm._, Oxunre+*n Ch r me: If F:NGINFER .m.Was that a chin-c in the Convict D,., tt I, ,uv,,d n 'Ilitull orn c ndnav thv mcY wa a na of ih nu'Lc ri m L ;.pt fa 4,3 lion: (:horn Inn iiu• ;: (kurg, Udcr +',II Ix i.tu;d w lvrnidi,d in Anielc lit to rd,,tt and &Nmcnt the ennmyumeec of wch douw, , 4,' 1, P.hl, Pne, .0 D t+ A&uu mnu, An yuftnnl diusnn n in IncCeaurcmi flux or 'n Ilse ccinvl,cl 7lmaq orlutl rr ll I II uzd n: tlx m nI thnl the csw,ix, d such u,,w and m n'eolcd condition uunes an oral.,,, av denwtx in C Y',T A,7TOR', .tat d, a, time. reyuircd Ibt perf irmarwe of the Ik nrk, vhjcc;, Ixiaaaec to dm follo,iug: 4., 6 1. .vu,th condition mun meet an}' unr a more of III, entrc;nr: demritxd in (m nrpmplu, 4.2= 1 Ilvclugli 4i3.1, inutuahc; 4'_.6"_ n dung¢ in in, Comnru Documents rwwlw in IxaaualJi : +,ill me f, : I uulrnnmir. nniMtnLnion ;I nor I, tamdmrn prccoJuin III rndticmcm to any such ad.IUmriL. : 16.3, rc o to 4t al Inn 1, ri id for un. D:nit III b..11 tiny udlmmiclu in Contract Iti, will Ix uuj,,t in tnt p urons of Inmioaplc: 9J0 old II'L;Id 4.1.o 4. M" TRACTOfc;nall um Ix• cmalad Ill anc dprvmenl Tn lnt. Cone ti 1'711% or rm,•s if. 4 2 is 4A C'OATILACTOR km:sr of in- emistcncc of vteh ..titian in the umr CONIRACI'OR muck a final ramnliuvent It, MVNpLli in mspecl of C;rar,Io mr. and Ctmrmc['I imes n, in, wbmiztilrnr of a owl n ixmmirc b trod undrt a nrgzcixled umtracl, I, 4'64.^_ Ih, esislrnta• suc'n d'.itm could rx:runwblr itxvr hwv diwivrrti nr rant t! ' ns n r�Clt of nor' cw mira god inerniphii ri eyrhfifo ,r: les. or studs of fix sn< mtd torBiddi s myui red he the [Bidding Royuaamm�ls or CLvt ON fJUUWrIr1 R ba III cuATiz rn hn COIv al;,ng CHL porn III C"C1KfRA^_TC_�R's makiltg such Coral cemmimu'nC or 4'44_:. CU?!'1'RACI'Oli tailed In cicc the urinen rwvkc within the time and :rs .....e I by rmmgraph -113, II OWNER unJ CD!�CR.AU I'UI1 a¢ wwbk to ..w :m mritt,irm to or as to tM amours: or kloth of ana och muiwbly udiustnum in Ihe C.L= Prix or Cunux_t 'I imes, n claim ham- hr mad, therefor as Pr. ,dell in Articir,. I I and I �l4o,,, , M MIK, I°.N(I RIN -k end I -ON NLAR's Chvtnuh, d s, nor Ix. hnhl< ro ,.-.uufIC III OI< R ant Bann. ,, Itma or Simxcs eu,uur.d he C'O nTRACTOR an er in mnn<cum mfiI anv aiur pnqu:t erxntinpatcA prniw: 4.3, pi,, i.l ConrG'riam:_I,Ind,,gnrunA Fncilhies: 43.1. S'hox:v nr ln:M1nnart 'I"hc iniormnuon:md dnta slwtrn or wdicned in Ihr conw,"t Ikxarmmns .sift 11,1.1 m cdvirc Undrrgwwd F:wllillrs a; o u:nlinunm to the ,it, is b: xd m infvmratim W dnx III nris6ed m OV, NIT or 6VCi1vTiGR be 61e mtrwr of such ij... "tounJ Fncilincs or by ollra Gnlas. It i, aho"ixc aaprrmi,) prwidal in the SufAd tIwmi, 4.3,IJ Oi\:NER and [ Nu'IN6192 shall rxs h• rcsparsihlr for the I.,rncc r watPktcn<s ,, any such info.mion rn data and 431= Tha ,,It ofall of I, lot m n,, willhr ushIddiorin- Corm i],Ice and CONTRACTOR shall iorvc full trsixtnsihilirc lie: ii) ,, irtsinc :had O.Ckinc all such Ihflrntauoo and d:aa. (,I) Iccuhl; Al Grxlrrsamd 6aeihtirs.drmw or inJianrzi in the Contract Daxvmt,ho,I'iiij maid htititol of lh \Chit: xrth the otnun o` such Pnd<Igunutd lucilu its dorm, <onamlctioe. Imd iic)the safrn' xntl prmtctlan of all soon GndcrgrtxinJ h"adlitirs u>; hi io prrxmmho.'_(t um ,mrior? two lhmnx lhaettn.wlww front III Wilk. VtIf Sher n1 0. 1 r r -ur t: If m l:ad ""round Lwlhn v- unun... I r., r.1'r kd It or LanuLmnrx In Ihe siir trhich t not ::hrnvn v irulieatut in tiw lnaran L),,.w i t}. COA'IIi OR sledL pron...0, immaiia,',)I after lx'.eomirn aa:alr Ihueai rind tef.1 _.— iiorforr dlsturbiW kUinonno eras l utecin' <a .IPo ,e art,,[. In caxrnmioc lhucu'ith id an rnmm<w, us u'yuurd irT pa 1 n611m.frod identifc the mare" ol'nuuh hadeternund Paeilny and i 0n'ilill I'Jb\L 003L1111C1'sl'4%all IN:EAuan u+<l'fl'fnN I'll LLRL: NCNIIFl(i\IIG.`:IGI:1'J,Cr��m zic< mincn rcnlx m that ncn n,, oral ro OWNER and LICIKFCR ENGIIJEGR will ..... by msiea' the LSI1M,NII1J Fracilnry and Jru-mlim fix sent. i irm. to trhich a change is rcyuired In lie Comrncl rJa1i4ro iV, m rcOru unJ du UIII.t lhr amvxqucazo III ine emra ri, of Ihr ❑.,rarOrmI Exilic If ENGIhZGR conduJc that n htti in Orr Contracl Cravm¢rn:= is r<ynirtJ, a \Nark Civvc< Dneao, is a Chmga Urdrr will & murd ere prwi kd in Aaidr 10 to raf ld all docarntrnt Sikh uomryucucaa I)ulmg such ins_ COev'fRaC.TCJR shali b' ms�nvlbir for thr Sam, and Prwmm, of such Lindct�ovnzl Fncilim a pro, AM in notyn.mh f,'o CUNfRAI'lTrk s H mils 1. aIio'cJ an rat o,im io the C.a or mt eu<rslrn .1 the C'anuact "lima. or Niffi. to Ihe Caere that m, arc :atnhuwhR 10 1111 anLS"I IIO ol'any IUFIILILrcnmd NILIJitc t1Nu rim; nnl MwwrI err Indicamd 'm the (Cons. fi,xumcmv ii thou OU?CI'[:' ACTOR JtJ rs% koL w ul :rill uwIJ roe rnsnvhir hate Man n'Naul r, 1, mexrc of or to krc<ul, ,, niwu II UWNhw,,, iICUIv7F.ACTpa are unnhlo O scree nil rnmom o to or u r. nm.wn: ca Crgth ul'I ;,-, C : TTA(uml ul Cantracr ITrco m r,morr Tlnro, CUNT' ti,zln 11 mn1' mal:oo dsim tucreRtr as prc>`.•idtil In Amain', t 1 anal C Hox'e1'cr. Olt'tv14R. tans F.NGN FR:, C i,n,ukaoi rh.11 nrn M IL hlc ro C'ON'l RAM OR for xny chums. ass. 11. a :hrm:rcas irwuncd I, .r,mincd b, CONTRACTOR ou or Lr axmmuon 1Vith oils mhcr pmlau rn :nnicilxarcd prMuet. Relerenm Pains- 4:1. OWNER xM1l prnclJr ertcinrcnrre Cn•,s to smhiidr txfacrwr points fat maswctmn "haft in ENGUM-17R's judEmem are nuesan' to rrwblr CON I FACTOR to punzd with the Rbrk CO>TRAC7OR *,ll br reslxmcibr< fill lm1f; out 01r :.hull pnn<a and fno:a•.n',: lix• slahiished rclisen:n•. Lmxs nnJ slwli n:akr. no Jcntecs tx r6.horr..'minut dIC outu lvriaar ilhf .,.'al of (A\'NFIR CC)\4 R.ACI OR shall mpon u, GNGINEER , wneca Imo refrrexr Ix tht is IzuI of Jatroyttl ur r'I,III ref Mabel, ImceII of nu�sem' vhnngex in porch' ix Imft!,or . bnd shall br m.a nsi,Il: lir. thr zmcrnm npinamun of roloqu.1, ct I ,, u9nrncn r forts he prafcrcrwlallr qual(Iird Icrvrvrd 4's, :Orherrus. PCB, I"rralamr. ilucurdr+ar W."', or AnQinutn'u.ilmrainl: 45.1. CMNER Shull" M rcs]*rncihk for am' A.Axmas K71w. I'rrrolrum. ilezardous 1F:mv Io which w:,-, hot L,,!7, o;. wcdad Icakd ul IIr site wha'ir vati oar ..hown 1r, rii,d ed m coh zu I m...... ism cu hv, i,' . in utc l'ontraol I irznmanis n; tx. wlhlo Ihr scxgn tlth< t, nJ which ham pr srnt a xuhnantLJ &ngzrt 10 pmaons m III th, e, oxi l.FR mir m wmtruou wldi 1Ytr \Cork at tha site (ill +EIt vwll = iz resnzifa: am such mu OR hutrpn: to Ihr sitr hr CUhI'ItACIOR, titiwnanmors, .tiultphor O Imvonr dsr Iv u'hnm GONTRACI'R iA rcaporeihle. arl 0 m E H n R Y. C 4 OR hill mom btaely:-(i)sep nli 4HtiENxA:Fti(T}Nxhwx.•h-INi}31{4�fax`a4Mxh.NTixid in-xiw.wnr .......... x r quir (1-ia-..I»nx rnpt c �. arxl Fei)rsai+v n44�a•Ir r«1--6`.f.[\n+k h-.xnaF-Nx Ner-dr�rm urh ribs -in- rn O14hFh ahnll-Ixonttnk cvrerulo-\vnhEtiGl VT:ER[hrn;cawiry.{a 044^a�Ibu.remm-u-yunlihcdesp<r u-rv:Jume-each CCINFRORiax1.l1not-(lmCC{I4••nl(Vt(R-iiWaf,r i41'RAp"f(JR a6edl n•4 Leiary nik rc:Ainia l4'ar. ue..iwma�iarrwili�hdnw.rn+kxx..(mhekw+vti+4+m4- ttn,rxfleww[«rex-waxlmN ihi` i,t. d- xlw M-,n anr, requ irai-pemt its � r<IatM � I ha en. and � J<I iv eM � m C�k-ti-"1�+-iF:-•;� via[-4vrNt F:<i:+tic<�� Mxa+( m� tbnwu:h.crraAiiiix+(xwinrt'iif[isr<''nrx..ixwr-Iwstwvt 4t.k ,v re::uni[rteer-.d."h.1,-.h t x., �ett(yingnn a[+cnml.twtdnxi iulY(I h-w'=h uarA-mnc-ba-r<aurrxYl-mfa tNlemrr.rajennI. i ed E�'+•FI�-0i�Ft�I:-cervixl-u_war-rti-<nn:-F-.e Eaaarwt-Niao-�:-emnwl-: imr�.a..a.rewl;-e(-uw+h 4rx} anry a_eo -wch apeaialrrn.ax ve a rkr-14'lii h Ilex;•-r.-nlpeX`al-ix-=J.1a-[ii=at-i+fh-N-[V�h•Mlx1 (t pt n•mn!rmxl.-rr„h xa-(h v't x{wrwiekd'n 3niaR•sd-4-xew1g2- CONEf a.rok &,. ,-N?-1lli rip=2m. IMitM-PXf, COhTiv\C;R)R-tAie.nnt-nxr e-x-rc,umr :¢t<h walk ha..1-axrn-r.asavwHl<�rlic!-ii-iaKenvik:-(n-.4+r.�+1 ,lice-u'-riot,e)WNhk-nnty -under--xu.'re,n nav <xmdhxxti;-than- irk :='HR-ma+:air-such-{+rnion-ai Hnli ittl:-riw � wrrec(iax-+.irh->:wh-Irn'rar:law: ttmliiNtty r++4-tlrtitKliY.I}Kt<tI-.HfI-H•�•.•-ri<h4tvHitwt I1tilli4-41ah ,, [th,(u mnrx Here (s to rntiil�n m u ni �tlu rim ur t x� v malt nn M.Fruvmrcrrt-iFmei--tr:--rwitrm!-Rtiet-(rr ,n ,.....-P,.�� 'ill -larunn-l:nw t..k 1, Cloryxdi Oft "> 41' in <ither�Iaim�nm4:,mxked:�tk:im-frurroiav �nspnrti.kddn Arl rrri 1 x-{—(: N nR m< ktv<-¢n»-ikkrnl [ xxa f t n r[ I r(vn d-h '?t4'\TR's-thin (x saMha<r,i nJar.. a -with m 1•�,. —The.pracisii.rn-nf.n...nunn`e-i=-iuwh:?-xr n,, itne,W n:.apnN ..re..;4Jrv<w ix=Hs:-Pei of urn, W;isvri.krn-V:xsu-«r-RaJk+u.'a:4-->.[xter ix-er -<rvered v<xla:Lur-ihC um- EKiX:GL:<t3tALt'C M>ITICP51911, y it,, amn.n .�(lllOF. (11 T(I)LLI\ ptq11ti.11l Oua mL\' 1Pidv� AILT[C J-.. I NDSANI) INSORANCE T .rnwn(e Pnv¢m and Other Bnadc: >.i. COivTRACTOI< shall ftmisil Pertanwm:c arc! Nvmrnt Bards. cordt m on amotun it i<a% oyual to tiiz Cimtmcl Rim a., .cunt, fa the 6tiinfui t f.m 'nn arul ,ystt a of nll CO '11 4C'I U'R - h anon wvdei dte Conu i La m1 'rns Ti Ci ds shall nnn.nn ut cried at 1<as, umil on yatr tdwt the Sun rehm Gnat payment fkcrnrc due, emery• ns prorihd ethcnxvs hr Lnws r f:nulniote a n, the C.malt I)a:unnm[s. ('c t RA(51'0R 1.1i nM fumi4r m¢h ,11hu 11,,0' . me r(qui ui h the Sufq : n ma (mdil ons All Ra:d< dtall ht vt t1 fitrm prcscnb d I the Ctmir t IhxwnenG emepl pm\ trial b, ., u h\ l •s a(I ceulation and shall u list n!' C .rah .,cries m arc munn! in rim alma, his nC "Ca Stai ti Hnd,m Fi,d r �13.n ,.. nC An,pmlc, Ace Twblc Sureties on Fe�I,, pubin,d as cupnhle H nnsunn C nmpmA d a L Iii,i <d in C Twia Ju j n nJc by th' Ada Stfi lion:, of t mmrun,cm Pity ncal O d-A , 'I',,t nr .cpnntmcm All Hmd' s ,p,, . oo anent rah, fx nccnnpanied by a catilicd xp\' of vudr al+crLL'a nulh<xin' InflC If thz aural on nm' Hmd tiimrslud be (ON I RAC'I OK is doclurad a Nwkmpt :x Ixuom� i snlvant or im right a. do husiness is terminated in an, state n'hne nlry pan ai'tne Itnien iv I.x,cd rc n eats to u. tltc a,un,n nw: nl mu mph 5.1. CON! bLAC.TOR chill ntthtn tm dies thacntcr suha'tmc at n nh r Hind and.mac, Mat of\eh,h utah.v"nnhle to O14TTR. 5.3. lJo.. r1 Gveriea nml Luvrrra-Cemfrnrea of /nsu.nne.' 1 All POnd s nd rnsumne< r u n.1 In th, t mraa Ika.utnr n: ... nd nnnnuuncd In 01`TLR a CO,'TRACTOR droll k obwinu.l Bom surcq' ac .11NI c< 1011ryau11 tka :nr dull l w""'I or authodhd in the iunrxliminn n, \vivah the Prnii st i, lamed to issue Fond, or invumna pee{ieiec (:<thc limiu nrtd cmrmecs.u�rcyuned Suchsomlc and itlamrtcc canpalinv siwll also ntort such nddnmmd ,gnur .. mti:,d yualific.nm, us may he pu,ridcJ in the Supp!am<mm" Cnnabtiamx C'Ot'TR,ar�'OR AWI d<livc w ORTtLR rcifh �ophti to encfi sJditirmul innurul identified , the Supalemmtan' Conditions, ccnifi:atns of inutraru.< (anc ciba <vidctta of iaw:,m rqu;alcd iY (WNT:R of env odt(n addnmmnl mwteJ) dtnh CONTRACTOl<is squired w p�tch-. and m:nnwin in i d Him Tv ph S4 6)N tJiR-shell xeir.e-t(•-�-E>«:{-I.-1 {+-4.-wili >t+ics--k-avwh Jdat(ml uurrml nlmul<Lm-u S pplanrnwr•, -"aWJNiHII'.--o"aYl.rmma+�-�rlNrriNNi.'-VWlr�-xF41tY eai.kronawf-ietwnnie<-rya<un[:r4-.zH0.,-f:A:=i:?l: <--xm•-artha-xdhtn�nxl. irnur<d;-w{ti h )4FtifiR-i=. ie.xxi<al it.[vnnlw+anirclnixnitxii.-uemuadxrwe-witA intnnmm hcraal:, H ICJ I CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS Jjt 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 00530 Agreement Notice to Proceed 00520-1 - 00520-6 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 Q 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS A COATR-I CTOR', Livbilin/nn o n,, :.4 QONTkA(i'OR shall Purrhas: and mnlnwin auah iiabilitc and ulhe: iro.lincc us I, apptomin, fox U. ty ..1. leinc per.,,d and I... d oou I, ,ill movide onot,wtn from.:Lruns xt forth beim which nm -aria. out or a leaf. lion, CO!•:i RAC70R's parhomimse nod iumirtit}^ or Crc Work a d U)NTRACI'UN's otha+ obliammna mxlcr Il+o Corm:,el ❑rxlmmnts e'Imlher it is m. Ix drnni,d In fire hnl try CCINT(LAC:WOk env sonconuaetor o: Supplier. U: n, a"on, tihccih or indtowlr cmploved b' any of them to mrimm m fumiit am' of I}1: W.1- ca by rm\mr f¢ steam x:b am' of n nn no, to Inn,- - n 4 1 dnims under +asCcrs swmwnvninn dimbilin: f I.Ilts and ether Iimi!ar mtplocc,: herein omn: dxims far damopa hrcaua of"rndi!v initn', occupational sickn m disrax. or Death of CON T'RAC 1'OR" rmploveetl `, 4',, clan, Gor Axmaur•: because of hoidv SnRtpy- emanear or d+maa- or L h of :nry peroon in,, than COT"IRACTORts cInplo.. 5 4 a---dmm�-Lx-.Jnnnen-. i+vwred.-Iw--rnv.vnan 1F: xere!-area+�-ud.iLn�+aer:�rwl+ieMn+e-wrtaerr•�F. 1, .dw.ane-riv I revolt-ni'-an .4( stxr,,,aGrhtf}.--,x in<lireeat�.re4olated.taaho-empbe+nenthper: nn!>}: (-1.}'FLLA(=LAN-H4',-M-HP:-PNrf-jM(fi1N>-tarTPV NiK14Mt+f:: doims fro damage.. other th:nt to d., Worl: Hr<II: hmnt+x a utjun to n, demmaion of mn_eiblr prop;", \rhscv er 1.,Wd, mdtAina lose a mr ".Il ate tlrcrdront: mld 54ir. dn,ms Co: dnnmpxr. hr:atrs of hrtlilc unto• nr death of on, pervxt or pro,_m damncr nn4g oat of the o\.c.m,. maintenance m rue of nro tint 'thick The I ob.t,, of insmvnre.n mytled M th "!:r.erapl _ m tv muolmii d mtd mainuuned xhal1. >i.7 with rc.pen u, imzrmcc rwuirtd by ,otignph T 3 tia+vuh .o irxhnivc aml 5_>,lJ include nn addriornJ bmtro�ls (svb 'I to Ato cl IIIIIan caausiml in r nrd Ill' profrxxillMl hnbCantu... End to,. LaVG(1h, biJC'id iiltb innat, lu nts and . ', cor awn,. rn rm;tits idr ill b, hood Svlptkn,cnuvy C'ondi 41h,1 all of when almll Ire Hood s ndditinn:rl l,,r Ind t,m lo,t , ot�of .11 l iix the nsprc:ive oLicen and emPlnvees of all such uddilimud irsumtk, the iAi S- inoludr }scifie werra_es and k aailtrn for not ley: than tht iunit, of liability mo\'idcd n the Supplemcman Condition. o: r,00uwd In, Lau, or Rralenon, uInch,'C: is emamr: j 41) imt1.6, urnnplun+d n,om,,,,,uinnur ".'AA and i, conuacwal liabiliu invuanu. awerirc COAfRACI'CIR, indemnity' oblipmiott: vodar im... g apho 1, 12. iil d and 631 thnnlpll d?4_ 5. 4.11 moon a moi^ion or endmxnxnt Ihit the awereer afhetda! \:•ill no; ih, carudlel nwtm,lh alangcd of rem^al ren o:1 toll! at Intst Otm: da:C min, v'nih,c odic, has h«n i rt to Ol'i N[I( tmd CC1M RAC OR and a+lath otlror ne4hoexml inmred aientif,d in the SuiadtmmlImp' C 01hiilions In vvtttm a cettifianc of inxi ancc has L,an i,.0 d (anti Ax nal ifi.t ' of imvmns fumishrd M' the C011 1 :AC1'0k putswtn; vl ryvraTtph 53,2 mill x provolj; 5A.1' remain in rRl l at letm until Ilmtl I;irrnrnl and at all limas thcrcahex ,Iso CON'I'IdA:71 ON tiny be uncain, rc c or rcpleute <klictimWork in oo.dancc n'im twregraph I ;.'. is and :.1 with respat to unnplrtrd opentin+n ic_"l:un'a, and am incur nnc cuvts:nss wnucn .. II derma -mode hams. rennin In aiea oe nt leas nro ycsc aficr loot p:wvnrnt fund C(", I'I1A(:fOk shn 11 tun:i:h C)ktW.:R nod Inch od¢t addiun,ml inswed immiGrd in tin S.pnlrmcnto Conditions to svhmt a anifawm or ;,.ran. tau tncn mood cvidnrac •ntaft+ctun' to Oli-7.ZR and arw' itch addivrnnl ursmed of wmino uon of such Inxurancc nl timd jx u... m and one pear Ihcrcnllcrl (/IIRER'> LierLilnl' /newnnec In add,11.1 in inwnncc ruiu,od m 1w pmvickd Ion MINI 'RARpR I.I&I varao aphid, CM 1,TTZ. al Old'KER'n' ominn, tiny lni, hmo tad. o,.m al Ol1'NPR:x cep,nw O\\'NER's own iinb!li1, uemrm« it, rill ryn,rcl OAVlvtik apama chums o'n mar once In"m memtu+its unAr tit,,. Cmnmr. Finnan .rocs /'roex•m' @xumnee .0-.Ulko;in.the Fulgrlemenmrp f'nr It ns .VtJ13k �ahl+ll-purchau• vnrl-mxitrtmn liF,�e!�immraaoeuivrvf}+c.;ri+t9-r+:.ix-eria--+nfhee+eewm — f--the-f+Il-wni:+:emrno-c..a_Okroot:.iw+hiled--i- -0+.. 6 dnluuible- nmart+ts-n..-tine—M m;w iI4d.._ m Sulmirnreeaury-Comlitiau.. a- reyuirod-'q'-d>aa•n-and R �In;ionsl-Thn+ecumter abalb: ` - inchxk—Ihr--intrrc'u----nF--ErWi3lilt. .c>ti a.�'}aYR -ti J."nnxwdevs Irtil 1: 'et1F< Ltic,F�"eI.'-�+»oNwN+-wx:wn-t+ilxv-�wse+e-,x tit;lies-;dent( eJ-,m fix-Supplementan+t3erxlnm+ti. :w:$ oprvhcn+ria deemed u• lone. mrinau: ubirimercst and+:h;db Ix. line,l n. nnnnmunl ana<klloonr, l-+nwral: Iw IaIflllnl vo, li-NuiWc4. k.l 'alb dsk'-cn ofrrr�prsii-(.-wv'ixF�lu:,ra++f�erz-fa+lw+-irwW MI 9a+ll.xt-kws-indade-n+xu+xw-e-fart--pirvsiu.rl-hti--.0 Jana+po-tn+Ix-:CorL-.-tenrpxnrv..M+ldir,r-lxhewt.r. :x+Ji1'ed-imwrreil-u:a�I.Ami't�-;x+e-«+part;.-x'-kx:; tix•_...Ldk\wiws--prrile_-_Fria.—Behtnim.--_ tawkxl PJC'UCi1LSMIUllLIXIS WAI'+ I+trfIM, IKE, , M Cl T' VI' 101f1 aY.tl.Ll\ti plUlllllt]Ai]J3a IHL\"VClxxp < �.-lo - n,drllrur- w mal rr<s musWw mr:kt�lx{'4.: .wu+ri.--roxNw:h-+kwto4iti<=ri x.nnui:+rx41-m-extti:'emmt-eF-b+*ws.xr»i-Re=u4x4icvts. uata;-oWrmgr,._Prri4-nxeii-+xhrrv-pari4 wrv-nmp-Hc �uaitivviNx-tcysired-fx.ih<-eu}y+kwrerrm.v-e •mlitiwrs.: -imlude-eepznvc-inevnzu-im-d"-mpxir-r. _im raplaaemutt'fern-d- llcpagrnn l{nclucut-iwt-rNt 6ax arJ-h .Mum),tm_sw.- q; _x manv.--erxl ?i.-:-ca. s-ne+irriekteP<4eHuiPrPmishrre.1 xkFHcsiie (ti-P4nibVla`P I:L`$liCOih.PbwNSN_RKU 1+�'1nwTNnT-Itt' +_4ti-??ih-�.--i.•-tkvrrg-imx-}w-ar�tl-irr.lroe-K wl-: Pra�iAedtho.-seek-wPt�nk.xmi-z�ai�»vv�iieceAwax melad vl-rn-xr.Aryp4wrxvanmemkel .�-6x•-rxrvPw«*rJ-ur-<flec+-,exri-4'+rxr{-ryrvPverN-e? rtxrcl.�enkv-.-a!he�-ee--in--aritirx_--V+: to r sLw >cr( ten tiwe-to-eaxv eufxs-odii[ic?n[it (' xrnt-ra 'knx» triad-+m+rr+r x+--I+x.�+nn rsaa<ri fri}3i{.{'-arlwdi-Irure}nns<•-rn+d-rnnirxnin-wah-ixtikf x+wi-nre<�im+<w-x+rea+nx,e+a-r«biaiwty rrN( a-rnwrrPro¢e rc.-mat i equ cdl it S rpl mxnmr xrd rz 3.ue o-x kc`r+re»rm-vd cl wiH-rrok kd+c mtemis-d-' :-54 YF.M +, 4,-iCA _{r)R 7x+lxv�rrEmul<xv •�r.l.�.tifiH::. gYl I I5h1: s{=amxhxnt rrrdxnr'zaMr peruv s <x-amitids itn•eit«.iir-the-£uerya4m,emaa�wdirkws-..w.>t,-al-wlaan i is km!-t.+Fuwr:rmromeBle+:weverrFwa4dmll-E.`-kiwv3w 1� ar,-iw,xx4�<a,:k4SStm+� m•>3s� .klx+-e+idab, AV u,.l�-myuireali:.-Fkyrwalueve..y51; melrw+ :nl b+-C-�R'ry1i. rancc xciers.. uixtrnsrn?rnpMj �i am! � it{-uemrx{n e+n-ar-+nderAemam-thnr-rirc rai .a� rng+ P4IuraLxV-n iIl rro-=re��wna 11 d� `r-nmvicr.Pll)' drrrprA tx-rerxwxl�rellrwdrrrnil at-k rFrthva'-prly wriunr--ncticz-$;iv--been --Eiv: n--re-Eat}:L'µ_..ymA C,})n hi<`F9&-xrxl w-eudr-arlen-r mdrti+arcd-insurre!-1.� x•hr»n-n-arnilrarre-+d-i+nurcx�-owe-tau izvccl-PwL�ic(41 mnr.r r rta va--. p rw , om -in-- ..arlxnu�.-_with t9. CMI;FP mill not Ix r"'Txwa ihl fir pumhsln,' :md mamum pvoJ o sur r pmt n th. exn Y., of 4Jt�li�1+ i(rF- Stir xnrr axe L�ar6rm w rhr:Li+d-h+aMw-r+rerx-eN-xn+-akeia+a+lale-rnrrrernwtfur-xra 1Jmuhe+tin-Ihc SupPrm:rnWr+-U:onaGt vm f}ro-riAl.el !rm Wtn sreleidznt6 kM{xeuWe�r wnt wi4l-I+elmrr H+�-�-TE-1-TpR�'v+la.wieuai:=.<+r •+ti+er+x+Flavwt`xuv vucfi 7 and4t-Pna c1 lh 7wmrure4 pr parlr lnrnmxncn waxes within-ihe-{mit_-u(-such-amountY znvh-may rxnr,hr .rrxCm:rirnei ro r�ahcpurstw4.. wncx}xnwe. ?:IU ICL.)ti'p{;,:+, th reaR+esu u nb, d+xr-o6xr snreµr:-ieu:rrr;«m. a.«e,.=WxLwl-irrain-}n«ywrsr--inarr+m k a "",aphs,* ar A0 ,,1 sira1L-+I }nwv+4+la.irrelu"k raen�n�rm+x;e x+xr the-cnAt +Iwer+((+•rl.ix-eHxw_eelt<-.�� p+', 1�-1Y=}:N�rw-nt>fwyanxk c,'ixx ea -order--`"--.-t1'rit+an-1men+ln enr...-.--._hrca-«• 8IC1)C.GCFLIIN.CC'JUIiltIM9 )!ta x 091�e EJnue trr "(IY1 OFI'OKIMLrIpS nwou9CAf RIM E',.l2in:e `rlLPnibrt o"M rr-tire-site. Qwow sh u ll, xitire•�ed ';•.•,4=F�<=?'4>aak-u.-rm+neivvxkn ixumrNxuirrxM1-i+ten flriuweJ{n{+t\^ Lie: • I r r ntk'tiER. ml C r'sT-k4Ci R mtrn�r t}w!nll txl a ptrMurari u+r artwtitmr,u tti hr �apitrr9.ti e d ?-�mi11--,rnutmt <r0.::LR-Y Jilt(-\t-FplE irvdeesf''.asmlJt.iw+nt+reuraa.arrrslzr watrrrlieiesIer lsuwwPA-eMxmxga. a ce<+�-?2ma-x>`-t{x•-elx»a tmrk-vg•ti-a«wei-mxr-lm+rtn-Ute-.tsh.-.f ivsumnee-held-1w A-:Id6-a... x'r:.z,.�err++thenxise Ixn�ahk unS:n'smul.nliewse9, vai -F'.-'�Ix-ar4liuwr.-<{4ti-:.Iili-w r<ll-rie{ns u t--.--.C-cJhl'7 1G>`�R-_-Su1+a Prraacra atl `rc drutac mpto4anNnd ng nn oi'-mev-e( them i'r r-d----l. . <roaednmFer, A-. raitR rptiaet-4eac ^(6,w'tw.. h. ,,Lxl k.,iv--)ar..ex4.ndrnc. revrxrd--direct plraumd-M- trmmr=z -.a: F1W'.\BF l off,,,.a to-im'-, Iif l fi.::-c'xcrrrk._M... enaii-wu-u,`-Y-:ro-aihing frnm£u,a-otlxv=,ce»t; wtxxlxr nr-rrcu rreurc;l irr.QRYiL(14 eml .dl.,...-ro em-canpletwl iaNbll C-1}xeP-IH<Yxw4�.. En+ jlh-:Nirriie-NH:tN-er rcstdtin_--fnxr• 6rc-ttrotnm7rewteJ (nr16eoverzd .-#trPFn'rtr - nurrrmw`_mxmrxieKrt-wm--lM.• vv+rxYbted--rh.+xt'+.-..w�.urN4rcrat+:-{rv-V:+'3;ilTiLi. i<nuw-��-�}wwwl�����-vriLaxtiun--}uesuvm--�[a pxrPP+aM-7 a:{(\—xCterRuuslunUx: ��Gumpkzticm pr:cwnm.to-pre ;reryr t4F-av-nlu�r-find-(fiimrenr Ae>`-irePtrxr>byr.•4ira-mxirxximA-4»-::iW3JHF'-«rx4ertre xn.dr.m uxmxfc-arm: nrea{awmisil F.� reteaecd. t. .in.U� l»m-�rxrxr 1:2..A3tPi( ivampr<awise+�nc e<. rl+•<IT..�:tlwr Nt-tklC-HIHi �ii pNt'HN.Wei-Hi-41A4�Mtr1'{-µ�yhlixLK-tY uaxenuerxml-Mxc-rite-.. .vs.-u-itl-lwva :-riWais-<>t N even v_,vitvcwm ..l sot; M, WI Vh-;u3�rxm¢mra. s.t''ii127-F=wriukrini+xrxl-k>r-ra�r„.s+; e&xwtxn rat91=,Pee=xsaYexml:a;dtq�riihcva.- )iereipr nndAYpficuli�m J1mm�mue T'mceerh Ao, iraautti loan undcl the vt icics of invure m re aared 'ty pnrr_•taph and 5 i 1, Ix adluetui with 04\?7l,12 anti made In -al a0`.C'ci 31:. GA"., Iarthc umueus as tiuu '.'T'hs mnp tgp'_ nuhtea ,% Ilm tcyui*ametna of sO eppiicvsh, vtorpaee e . atul t - au.r para_rvph1J.l_i i7R,Rvrl shell Jel�t in u U11 It l.: nacr�rn aoc Wit .I m remivrd and .vhall distribute it m acaux,t,h milt -aucfi eentmem as t1u• patties hl hld est mal rattJt It no rniter spltvd a¢ramern is reached ill damae d lk"or4: s.. he rpsind or mpiaant the Ill,[ so rew:rved apyh<d on ueeotmt tire¢=( unA the \Rork and the cnn them=( relw;rad by an approlxiv. Ckuwe. (htlar or 16'nuan ivnenJmm�t- 5.IS- URrNLSc-a, fry itl, haea Ixmct to adjust and wQ are' taws MM the irnurrm+ unkx< one of the I ti c, in intcrc4 shall AI m wt7t tcSthin 6Hr xt xMvs after rn ,'Il )6'. In"d, h`s ]kaJa u t, �lucr. u ww w c . h made , & :.v Iiau mth afiall nla}:c y:.ttlement wi't the mw"" in aa;"uh with su by mncnt as the pae4s tr. inmrst n vc rcadt If nn vu i ER n fidalu, ,ca M,l l,t ... 5du,:[an shell ,tdiu 7 vud tittle it, hra with th titterers -fwr+c-ia +n'LLras1 fl1lM1BF-ns htiucwr,�-sitN _ el-4'unwlw-lhc pnpwa-p+r7.>Awnae+t+i-Meb.kaxs 1"eprancc fAnnde mvl hcavnnce Optiarun n"Plnc, S..id. ]I rnt.-y'a'x'—S.aV-.-rii:-t+• ;-=,<,="F:-N: UN FR has anv , t t a to the mt ,ya k Wrd.:J by or al, prcoisrans cf Ill, li xtcl, ,I I"I ms tIji(rcd tube purchatiaJ end n alnatinad Iha raker --ewer. <'OrTp l pG m mcnf, t z. wiih Anich 9 mt I,,,, iltt �neu aC t votfonna'e with tu C=ntru thx:mucuts, tl+< ohJ-cunv rmnvai A v. nteii AW M. MM CN.IT spill rtruf, J , l ILT & m mum +c nlun ten II dhes nfk, aipt Ashen "! ti'l cutiticat s, t-olhr-evddelxm Ir= nmxi, to 'IRN ,e. nqulr d t' ttlmr-'acre ar47ittorwl at [he 1'an"n7 i.HG.-udon-/'ruPe+!r ]nsurnnee: s.l s. II Cl1'�NLI Grn6 i n:cca7ar} to eccvn� m ux a I+nnlon nr purn=n, of th. 'd'arR Igor to tivMr: nuvl Cl LllURAI, COi t l tt s I,, ?t t r.a n+CIRIII A1I IlIUAll n+IJn14llIt tltPl.'num, Canpm`im O all till lY.rt.. . e , , ct Innc+ n Ill ltl,iltipfishlj 'm ac,,rda x %vali uv_,raph 19ti_ pm,la x Ih.LL nu such se m'occupanc} 'hall am+metu- heioteif,, mac:.prociding the pmpxt�..I.... cc htrve a<knowledeod notice lm"r mu{ in writirm ci fe,xccl mx chervuez in em'raue ne,evaimm<i Iherelw 'I'Im inmars pm A'm tlm t» 'n, insu= >knll cc+n:cm bg ammmnt I, It, tn7»mlI Lo ,hc m.l> ' lacurnn h A! not b, anallcc, a mrmiu d to Ivry on au. v li am such Ilmitat m ut wtiulxawt'. .AM 10,F G-COi1I RAMOW!, KF.SP01WI3IIA S SupanOuwt mtrl Superiulatrterrce di ili)ly"I'NAC!'i)F: shell m{nnis, mspat a d B. t ux llotk e mpetentl_c and 12 I ni s i!k IIII nth. anrnvan theta= ant( apply uv,^ M t aB lile and ctsjxsi', mst't+r n �crnte'to per&,rm to lt'orl: In nma.J c'ah the. Cwuact lincumem^. C). 'l E AC IOI Z4hatll b. )}rc non'bF ux nccmcnns. ,,ahnix Yr+,hntou:'s sulucnun and pntacdums oI mns rnainn but �dSs I2At,:IQF seal. nbt lx` reepondhlc Inr {1 I' .. a of othr n the .1:_vc.n , s Ihuaeion o; a vpecllh means mefial� whmqua srgwrne or pmc ct.r uI orn evu^unn which is sI w t l I ailfl,i in and srrt•:;ie rttln¢rtf ht inc rJenvam liccumcros CCAII a";I'OI! shell h. ra}xnxihl to .a: t'.mt Ill, eonlpleted tv,vk enmpi", avcwnmh: utth ncc C,>rvuvn Daaemrntt G_ 70h'7RAM61 hall kegs III the il'ork ai all time. dlI,Ilcompetent vvchot .slip 3 t r dmt at-0a elv II not or reitlo eda, tbow vritten noun It, O TIER and FNGINFiIP extapl ntxla r.<u.uidtnan'uirmmta. Thesvl ta+dov v:ill Il CO J RAC I I!R s npe mmti r. nt thl Ill t td shall hater amben n" w .ct on t lulf uC C'OTT&ACTOR. All crnnmpluCador , m m 'Itle,into"Jent s "11 br a.bindt ,, as IP_ -. t I., CONTRA", 101, Lnb, dimerialn unAEquipment 61 CONTRACTOR' :.hall pmctne .rxtmlwterx. .flxhl; quxliked personnel u 'meet", It, I.I end u+ stew. the Ryvl: as i, ] hr tl+r Conmry DocumcnL COF'TRACTOR �strall tit vli uma; maintain gall Is,t fir and 1111ill :It till .:six. re pt t cthcrvrise rcgt tr d f ih . u(v }3 t coon n or inr lk'ort: nr plopntc at rle lire at aJSeam 1}tai-tc. xntl «ut as lit invisc mdicnaal m the : untrac: -Ifig rza_ alt lFor4 n1 the ua CA.EO' b. perMR ,It mw renular te'xx}tn, hours ttItI C * 161(:'1'CAi n'ill nut Ixrmn orenime ner6 or Le p,cCosmancc o(eiwk on Svtnrdap, Sunda. o env le¢al hohd:m mitixnf. UlA'h!Ek:'x snuen MATR iecn ,dtu prior wriuec notcc to E14G}N`E ER ,,,,1 MATRA 'T )R will uIn v ayuesc, t il, t\bP, 1, 1,,' nc. 1rathnn 41: hwt.� m ai ans d n, Ar.xf- tr. it )get t rJ t im 1 s nk- HrdiJ om..I, tit kvlzuw \ on tn_ inu, Ff H I N LnI,s othrn as< y.ifi,d lu IN Grnan) Rc Rag n n my lily 1. 4c,1 nui ukill ¢ tnoh urnt asuvme full re11.Un nilitp fm all materials. equipment lalzv. tnmao,natn *>nnr urn quipmew l ma�hinnt,. too!s almh ji s, iuel, p - 'ibnclia t f ph e_ mince manna 1 tonics'. Iemp'I an fscil'ities flag all attar FnaiLltev and nn:idceams,vnlccn lot Ihr h,%V,,im. Ixrl amm�rcru nulg floe -up and cam Dlrcioo of thn A4rk. t.-' Pt dwsu • Rc rt rsi wu 'p\'I'ILAfLO R lu pi, utq-ih Ca", 1 nch 2 a tncwn, ,9 c (the res,.,lvu n nr vvlabf y r c u N foie e IL!",ot the teumhesn'.-aM. R ti M;IAvm Zll 7 rn ltvan orthr Ct (ld',oGim�. .q2 Ccmonv ! ",malom „1. of Fart L7ol in, h luuonol 1_7 r cyu_ Ihat supL.11rn arnlSr.Ju�v:: at -nn, ra god. vs ernmin. e..un�in ocrtitt-tivit cen rn etc n made " eemem klh: llr: n ry hazardnuc .erne Ix a fml ,I .All mmeriab. Ind e4uipmem slmll ne of _ti -d gqnAnf and tma= c ccpt as mho" , pmeidui in ihr ('sans¢ ITxxvments All warr.ni , and pw_rvrun cN, ,nf,cAh'called.farnrthe Spcci6oatioas .,lull eslucvc_Ir run I. ill. benefit ofuA'NTft. It n,,nild nc E-NGh.TER, COV13 ,CTctk shall Famish 1w,fiaam' a'IdcrK. 611cinding mpom of Icyuired rcas� c, u In,, kind nod gnalm of n nwtal: :md aryipn.ant. All nmmriah. and cgvilm,am stu 11 lx apply, I.in 'i connected crcted. .v,L donned nail en,ll in flan dan,, with inan-ncncdn of the applic,hk.Suppl ice, 0,�cp: ha ruMncis. lxd iaxl inuv=Ccnur v[moumrnc. Yrr�grese .9rlrutrdc ti.2 C'ONI'RaCl:lfi stelll vt➢,evc [a the pmgma viaonl'rsriolinc�&.' :avdence'.vitk per•:;vph 33 as iv nvry h, tL Ndl Gam rim,. to vim. n.1 p. 'idled helon'; 6 1 (CPZS'A' V IOR a1.11 submit r 1 NG7N1UR (VI u[4tiPwlticin, ins <svent indi0ntttl in rir 2aph ^_9) a,,j,wn t ns in the pra_rtss u.hedule O v will no dmnur it,, Cott ant Tlttns. (nr b1I_ty oral. Su-dt dlummatv,d4 ,loontxne,alh- it tar a rx; ecr cdulc lhcn in ell cl IIJ vdcLtionalh will cangd, in, nn}pra,,,uoes of the Grncrnl Rctpurm,ents 1pphrx+bk fnercvo ' 61 Prur."I li lxmcenu m the pa' " utwdul, aunt „ill h r7r the Cmmna Tn tr err AGhaarnre) :hn11 be+uhmitn d with the rcelui,.,,tL d rvnngnph I^.l. Such ml,n,emmu map only I,'. mu& tr+ a Change Ol&l cv Min., .irnan6aent in accaniunre wuir.Mide Il. d7 S bvirua 'end O !'uurs!'1 ro.r 7 d ,, dcz- Ivan df (" r cquitnvun G .. 7f he devzt 1 1 um C'o tc he I,, ma he udng qIw rume o a papnevar item m tar name o fe mmisr Aulgv m: epccifirmSm, err d'Ecripvion iv intended to mw,103 the n'- hnmlav mn] q.hu,' v. Unless the specitintion or do crtption I" U P ll}khb ,RI t1JN51 1 ! tulln,, (i1 WIM Ae ld'6 MU[II IC 11( SlItL4.IHUW1 is folh '-A 1>c,rarck rcaditg t n i n) Ilka_ cquicalnnv o; "a UI cd, itcnt or n slbmwutn is wrrt,ittd. t,thd, items of muverinl Idegcdpmenl w mmT t o ¢ "ri m )f other ppli:n mac f,- ryw 1 ' ENGINEER end Me lollo,,., l umannres. tc7,Ll. "0,'-Eq,,,1" If in C 'GlNl :R1z sole ducnticm ac It'm of mntnl a Yluipmmt pmtxned In Ovn." KAU']OF, is tvncli cuuliy equal lu Ihnt.n11d.l1l suflicK11111' nnentnr..that It, clnnrue in,cmi¢I Work will be reyuuccl, it ntnv b,, oavadcr inh.'uG lAtl*tiR as an or<qunl` Am. in ,chid nnil,c and cpracal of Ihr p.cpcoeA flanrny, in P-NONI'lcK s yule discretion lx accomplvmed a'idmm compliance with some err all of the requirements feu ,,alpeanc, of prapoxd suherinaa flans ti7,1:. Stbiffide hems Ifiv ENGNElFR,,.lc de,rn. an item n' rn"",d or e,Pmrnc,n praposru b, COSTkACTOF doesnot qualiF' as :n 110n.0 item under nWnamvRuph 67 1 1, 1 'ill hr. cornid .d a lxopnwd Iu{ax6tuu-. berm. CQX'I'ft%1:11T nl,�II submit ¢dimimv irvhrn,atim a, nrneidcd hclon to alto TNGUNNGF,R to il w minc,llsrt tln irm of nlwrl u `qujidc ; prTo;vd is nwwWlp mvivalcm t: OF" a ncd aI j -pal r surnumv d-rcfnt_ T he prm-slun tat rr,'ac hI the. LNlITE i will incind, Ipe ndlnving err svpplmncnrcd In Iha Gencal Regua'rnmnte m,d "" h'.,[Mt IIR mn; clecid< i. a1vlx:,yrla.. u..i L e,c c nnni,n.; R quehs to, i clz,c nfpropsa i'ni lane imms of n ndrial dr cgn,,dni ,It ms; fc acccptud Fn F,NOMFhR from nm_-onc "alm tlnm CONTRApTnR If 00v m-,,m orz wi hes to funIell ,,, o s.l ante .In u! Inatai,1 or cquipmrnt, C(i*714tIoff shad tnt make Reform apNlevn I LNG Lzf ;l (i .ccpitm, fiw,wf, confy'ing Ihni IFn: pnpuxrd suMiimx r, dl 1. ,form adarnweh the Int.lua s nail mdvarc the results callul Ice by the be aimhar m subs v^ 1 fluty cute and or .cuxl to the my n� . n tkc. Tn, Ippfcatinn null mote dw c,a. l d' nrre Io "inch tl ;mammon rai u:c:pmne f IF" pa,pw .nix:aunr rvill COlci'RAM)R'c Idn"caonr of .9uhsuintial Cumplelion on inic, wnelher of rt)1 xw: smm ,f the 4m wt, (,n vox In ih, CSnr,`. e-iII rcguim a n },c in an >t tl c Eonvrad D :.menus I, in In, proci"on- of srn' other direst -)== with OWNER fa nmk In the Itnja;ll w aaaln the drvign nt the propnu'd snb9vit¢c and ,vheuvcr or nct uwgx1rauon n 11� ol'the nubnink, n vavrmurem ,cith ine line}: is avbjecx to pormcnt of am' lieemr 4^c or roy'al:c'. All v-ni<n,l In, l R.:dsmul L,m lhtn v 1 Mn uml chin a le iwnncl alt 1n me art t n r paut anolal=ornvavv vatn,,it he in{-rd Th, npfn,alan ,ill -.,main tDl IcInnILI evimn 11 c.111 In nlvli s it., will r sub direct[, r to tia,.up I'mn .'replan, of sari, suluuluic. imiccim_ ant ,f rcd,,,p and claims of )that .,nmmdrs nfl,cmd roc hg Ih, r+:mlm shmzp, all of moo ,11 br wmidecd 1WINTER in nvaluating s prowled s MuiI.1- ENGID1iER ma+ reauin CU,'v(RAl 1 R Ic wmish-additional Ttl'i nbmI dx p op.W su ma" 67A.3. COA)M4C DO', Ernenu': All dam w hs po,RWl tq C(XI TR1C:'IOR m sup{wn of m, prMd "a ".Y w anWmW Item will 0 ;it CON Tp ACT OR x exlnrzue. S"b'fimm Conrm!el"", :bltrbc:d !. + rxc hurl: II naecifie menne. merhnd tcsln5qo. vcyurnoc of pmmdure of mnavupion h, shoum " ld camel in sad e. min, regv d in iln• C n=l kscumatu. CoI hACI UR mac famish or uutia n mlmiuno memo: modwd technique, xu ' yr prmxiurc of run. nu i nn :+ae(nhic ! I'NGML:I*.R u?'s R.4CTU1 A II ulmit'offi n. ndunnation to allay I ,t W lil f, e E7110fNHEI, ale disnrctinn,. ro deevnme Ora the IuM[ItWt {malwxd Is ecry!vaimt to thnz canzu r nnikc! for l> the Coo nm fkG umenLS [tu Imiwdurc to m'cc b,- JN[giR vrill ffi snadar ne ;ba! lxnc,nr' in suhperaerspn n.,.1 ! ...Ingirmer: F,vaLunrwz F\v TN: ,.R mdI Ix' allmc+�.a rcanonnhle time aithm no h "".dame arch p+rpaad ai submltud Hour pmuun,n er F-`dITXEHR will bothe ade judge of - r{tubiliry' No a.eyual" or mtgtaneuillb,',R"o.inxarllat wiliveu -attham LNGIIC@GR's poor nxrc¢n aaednanec vldeh ,till M ti:d. n:cd In IUn : Cru ua<v�d...0 ar .I lo!on•ai Sinop I)rneun�.. (tl\^'i 'h mnv reymrr CO-TRAtMOR to lu:nu'h a! f ?JTRnCTOR'a wr�ty v.�ith r u': •! r q,xd" w svhetimn. EIQGp:E will recxudn woe ra7ui!e-0 is E 7:1fh9iGR nod E"-M PFR' mmhsnting ;upr[imres prapamd e nil,miued ire CONTRAt]YOk pu:mram to Iw,mmnfrise 1,,.7.1 ^_ and (.7,"_ end in m'T:= durv-u in the Canlraa C+ecumenw ju tr the vrov Aons >: M otha direct umbac v:iw TA"TFa Co! rcorl. ua U" Pr �icat) . ,.d m -, chine: r lo�aJNEHR :u.nnr. rz sut�Iuu6 itm, u, pm . or vubmiasi bx caurr"MUL can swmf' shahs "how OUioT,R tar m. -hues , In t k9ER, and _� �! et-1lf.'s Conxulmnrx @+r ewl<.rtine such such pro,.w!aai xvbs[i[mc rtmr. 6.S'. CSupplier, and 00"', c S 1 Cl NTRACTOk shAl �t anphx SaIXORu.ao-.' Supphe: a uthe: perenn ar of" n',olon (mtluuir<_ th.- t sMuble to OWNER nod 1 ACINITR us mel_uted is (psr: ann.6 b:_t e'iuther how , ! u t m, : a_ m ORsNlSk o r CINEILIZ n» V -ar.. sunwhl. obj«:dvn. C OIJLl f01. +Hall not eFi' n:y to employ am N va I'a"""Sit 1¢+ rdherrY.on rn�rvanvvrion to Tom w. 05. r , am' of do 4V- 4'. V.5 ,chain c M IRA("; (w hae reamoahk ablecucm. EK'UC'tjt vi MAI, C6bUi'll^?Rt 1510-F q9:m li�fi„n +otlll tOdl IXaA( Ati,Dn1('+it Ir111 Lt"J'+mu:; (r9 H {kA, JUR 9.11 lvr,,nn ca icxr Ihan ':) pcmrnt o1,.4�ic_1 eon to ov r fffiLe.:thal„ism tv,tnuot mhcnR�r t, Till' '+:_Ixr n r ! egtuni xhnll x urnl aaaxx! e r l to lhr Rau tb arts,- oC yhich imals na, kx 6ign =�sant al Ih�Ccnupn Vrice f.X, Ft'-tice£ ndnoat Istdd'g Leamenu rcquir. T' id out} at c.-rtaln Sal. muucun>. u�1pllns rr W T Fk+xm:v ar emmnizxthm Cfuvlucs2 thcru��,vno m, hnnsh :he Ruwi"al itcnrs of muteriuis or eryirynenil to bn xahnumd m O\ •6'R In-adeunu olu'proified emc lnior to the i7fnxu c I)mc of theBs ncapta:me M' r)�Ni;R ar¢l N.A 'vt731i-a�'+f a .,vdam�-rvF4h tar Sut�kmentw (rvnuit+w+ac HVM1IiI:; or t tic 1 C Ns am pt (atixr In Ihiune 0.t make wnucn on n Ihemlo I h tlm date irrli„ntcd (ar aeezpanu w oiewirn io the 6idUine d vmen:9 or the Convect Gowmrmsl vti nv suchuk.»s,tr a r au>Fer ar Dare, ferxera zsm.�r6e>'.•.-sa-rvtrariFoJ-ranv-}+�rweke%4-w4)m nva<•.-r?(-arrs.wat�k v.jot«vv«1:+,:aAudl r...h.'ot+t m avrixn-a:em..0 a'IdwX?}<.N: +Jndl :tiuhm+t-un u mp�.�rlr�rhwrvtntc, de &;.�:ttrnG� ui na�-va{a-te rakxrredJ+F-erx-diNrems-+r-+b!-e-s!-eccasnas v!-br d:-sulm`rzutrzm J nn-upluolx a rr ondc-Ca,t:r w,P-F><,-i+w+eei-ex F•irtere2mea,mrrnf snwh vc�i c , ut r cnndr : r >I the Crntu c r vuar E otorhuh-I um . of Ilu nms bon:raaors_ nd:.rs rcrmvx or oxunir.+arm nr. !_h_c_ll ac4: unlna pa -I +: oar .¢pe+_yrl, l l , ud 3ner 1 "x.E}t a{ni IOW --,di R. �+cnm.anac by ,ri-:=ER nr PN4 taQl>I:R of nn:.0 n Suhmnu-an; Supplier a "I r" x uln .1 afon >Cn:ll chum & \roiw rf + - riuht al t { .F,E rz: F"_'v LJFHIt to :ciccl defettin: li'crtk. 69A CONTRACTOR shAl tx Cull. re:....61e to OWNER and Eh I �Hk Ia nll -trd rnviu•sious cf the Y,ulmoatrnGots. 8uppliery and fn': Im." ."I hint r i.vinco: w 7. "unto(tLe Xm"L ool, Jrc"'t u mdum v t,¢: u6W CONTRACTOR iva TONTIiVNTOA {a r slmn.mle far C 'n RACTOR'. m .:Is and tustom_4othin•in thr Cent: Cr't.mts xhali .reale (nr lhr Ernes nI a o sorb Suhconvaaru, iurypiicr or bthea P'mson nor nr€ani'tion am' u•ntn:aunl mlwbnwrrp bere•e. (A%NER or 1� I.LEk and uch Gulxoen ! .5y-r,ic ar nllur Per on s cuuan rttioa EII d aratc any obCeuilo on tn, h t f v' ❑dfis.do tcs pay or to sea to the pnsom M am munops dw� a or s 4 n`ubedmva.u. nyhcr o. nhzr �ttsv to m'vvpon ... t s n a : ,lrv;nss M r�q, h.:d h,• va..nd lor'.lob r i(Y\,.fia J ott,rI ma. oT n to ane at tv ant tlo vupph : 4hu'xJ L' >r-an!cvygi 'rn. uf,, m w x 3*.tialto )slit i'�{(lIt a^ rnin�noc iv tt )v Tl k7C3il vl pi at.,us_u t t in5n(', I m 0 cy� 4ydNT RACE OR aJvdl hemlctr mooryiH, fdn a'i.. lirg and nxm6nahrs Oc Wod 6f Subconvtotor,. Suppliers end other perm. and d immonnv Fed nmn or fo.i hr2 any of I11 0 under 1 dio,ol ilulnsct urt "III, ( ATFWA IOR (NWIRAMM sFu l r furze Ill Sv-nnttn¢tors, suroll", l'woh Other and agora um 1. a.mup or iunlsfmg mR, of the ;tall In Wmmonicllle with the BNIGINITk th,origh cONII AC'COR c`IIUthe diriniwu and actions ofthe.SlxciGv'tuittn, anJ tho idcntiti"tiorn: of am Drnwinu shall tI. control Cpti 1 i:A(STOF fir rlr,drg the Wy,L Hang Subrnima"tars ,u'Snig,iiers or delfneatine tlx lLork m be n<drnmed by aity'. specific trade. 111, All kick; rcrtnrmed for CON 1KACIOR by o 6uk.u.cm a Supplier will fe pursuam to an anp,cl,w, earrxmcnt henvu-n Co 7, IRAC'(OR arc] ds Jvbetinuan<v er 8Il lkar whleh slx+efuulifly 6inek the Suficonaaoto: +I Supplier to the apph,nhle tense ,md pnJi .., ,C the Coovaa Do,,I for the iwny'it If Okk.ml' and!i',GVM, PR. A'Wrwaw nn,-atu;i+eeuawln; ie-urtnw.-5uk+:ono-n>tu .u-.SUS lier.un<In Roa-..Ill, atidri errel-Insroeo-en tho la,*}xviy wounena, riio riod tarwsnMu:bt--girl, tixn-;wr wx-rt-ia r,lw, tk. (dQ -IRA('li$. mrxi 16a,Svhxlnva.mi o ,',uwtplinuw'dl tiro.2+xn•�+nwisrorerwhe.rH,...tl�tl+rtnervel v-av-,4grniler wea :. Ill-.iglaw-t al,rt .Csw@iHu r >.:hA�}rEA:; l�:Nf ! 1 F I.- #sW(dl vFshF',S Zaasuknritt--and-xll-.u4rw mirkriwM-itww'au-iw�J-laseraeui-dklmaxuruarJ#- tv-nrvee«eted:x-u<xdHiee-h�+r»-xv„<ti+#, ran-iht'<.rer.t{k. web} h'k--f in3amI...o, r "'.Int wc) nao-n�ai ",.I o File+: v---�il`-tha-i urn.+al�nnv-� ..1 I*1a9��+ryu6e .�,mm�n•r,-kvrx..z<.r<-tiierd-l»-v.++r-tiulx�xrnerM-ev wpfx,ec,==(->•ti1-RAi=I:.?i<�:il#:;M;»u-tlty-unm Pwrm Feu., and lLnailncr: CIMTFIu1CIQk'boll Ixlc all li"o, fen, and rtn`alties nntd ma<une di costs fnddont Io the uw in Lhe Ixrformanee of vi, W orl< or the iti O'Iyomum N the l> A: A nnS imcrWm da4m P.Inn p ww or d= now is 6r , b,,,t of r or, right, or onpy ehc hdd 4 others If n 7m adm nnavion, design_ {sows& pnxfucl or device 12, sp c6u1 is 9k _ ll tit DdXamenls fa u'x Ill 11Ie txsinrnrncc of the Work I,, il'to fir -wt1di.ow1'gL, of IA I } r ENG1, ]ILI' its va is s.V a tc rarnt rI or ,.} yr Jw adlity I it, popnxat of ar, h`oen,'. fee a meals I,, ahara- the esivurrw of suer ricllt. moll Ix Aw1o,wd he OW'.dhN in Iim Convaa I>.lit a 'I Grc full st "lent p,tramd by L.erer nd Ro"I lobos". VOTTACTOR WK irk.lrb,v and hold lumnlsa OA N,#- CNGINTLR ENGI TEE, k- rrulmnb::md the offiux 1 w. �wrss, en plo: s .ums and othu twlsulumu oI r. ch and um of ill"'I Roo o r;-: r:l all cle.ml, case. I.. and ilm ll vri. o oul of I rsullinc from am' urtlmcrmrrn of I Rrn :nts ar :*,cty1 ht nddmt m d". tiro- in the parfornunux of the 1% ,,k endmm Gone the mc<uporatinn iv it, X`,oA of one incenuort drsim;. rrnmz<- przxltiU or dcvia not ap"" ied iv the ('nnvact ➢ umrnts BJCRC 14 G&\L'KAA.QCI-0?I RIOhfi 1'llua n4'1n bLm,u ,a: (M OF 1'pNT (Ytl.[JdT 31UDlIlCA fIOYB 11UR'-0.'_mM hr•.w;r., 6.13 L kv, athrn'1x provided in the Jvpplementan Ccxtuamm O`,TiLaCTUh mall oleo ml rn E, Ilil ,c t 1 permits III Ill. 0,vi"NER stroill ,Ris1 CON I1 A(I 11 , wN n n ,, i ohramnm such protnrs and lrunses- CO\TkkA TOR Lull pa,tilt 3VtTM1'Ilti,� 4'}1tiCC` IIIII wto"'IlwI 1&, IIC0.:,.$Ift' bi the pmxomtion of!c Work. which a, apMrImbie w 6, fimc of ofau BitL. if lhom me no B'de. w: the GffcM Dateupamis I the AIAou. C WIVACTOR "half peg ail eirarlt" of utilim rnrIten flu io,dm nslnd OkVt dF i shall pro,,- all dhmp, of ruch miln, owns Iw c,,riwl a,l, retail tn:•em stch as plant rove-atment fa, 6.14, Luna and RrKu/udoru: G.N, i. r,);)iv rR,%CIOR 4.11 uvc It tdiuu-s unif wmplewith all hsw, and R ulanws applin6lc u, funusttiru and peri'ormmxc of the Vo.m. Rxcept or, , othcrw;w cq+resih I,,,ircd by altf,iiciblc Lti is and 'PI n; neiihe OWN1311i nor tiY,iKF;6R shnll be reeponaVoll for monitoring 3 'dKAC:1 OR's oorlo nrs-t mrtt am' ;,awe et R,goirluot* d_7.12 It COkrRACTOR pLfroIs Ins Willi: fn t,utc of hat•ilg reaaol, to knmr the, n ie cortran to Ln,R oI' Raul xn;, CON-1R V-1'OR'hail txur nil dnims c;tx lotm,v and dam r. mused hy. a :he om ofrnrdvin'�, thcrctmn rnwtr. it.hatl not Lm I-ONIKAICIR, felman rcgxmni�itity tc make cnrtan th:a the Spec heu ons. ml i�ran'tm>s ors in awdr000 will. La„s .6 Rc ul niors, hoe rho -shall not iow" 70\TRWAT of YA'RAfa"O#: - H li truss t,J,-pma^c,ph 33, T., 6.1> gNTNAIIOI) .III 1,1, all tiled, anuunmr_ u,,- and oulcr sfmiiar u. raiuired to K. R1ie h, CO TRACTOR in n000nhmoe with Rw Laws' and R¢eulnaons of file Ilam of the Pmiwt uNch xI, opp]'o-111 dueirw till, lxrfoonan¢ of the It, I'll: 7� an¢ lo,t vnc anQ uu 1i a,-, mnrrrm, io_, r rtn -nu. mcorpnn t tilt" t} . dI . ;iaiu-laec[ h h 10, � iuduJ J m the Can6nd }Mee. CON[l,-ACIO], mum a,pih;_fm litwm _u nl :ale. u1--t:.vrnmtion loran 1h. Color d, L2fL�r2 'r of Rn e fu• m�slluU'an r tc-ala t� I iris allc inu pxc t d„mco the prof m phis 'illl c,uar of Lv mntron„-,prof rdas 46e1 the t O i i, nr-T(`iR a,lh nhsr�rc nrr rn lode m nd l ,o ti T aw bulkdiry an.,J d ttt u,.i-net IQ on firpl ,url'e ILL-necT-nt� to<pnueci, i llrce I �nliel>4nn r'amuc Srate <'aolrnl Anne: a SI,,ra 9rs: i n a irngrad Yii_SI Sal"aand Ur TT. __liv the Scala "r Colorado r c iory _I' ouka"e a n_>isgiu or t aniow, in r�lnrade mIn e- enll..eued tic hhe 4m,e of e• x for ul, nmi I_m,luued irl a Friel uatiym.}1C ?"temjxlnw d ax i bl Sat Orh l: 'I o , dame II n,.l tam m uenrvn,h .hAn mnsrtuuuio anal but fire inph, mid n, L,- vl ro k ad ,' TI pre to ne mid h\ oid aL a 1( (JK vnA a_N b� mciadui in anorapruur bid items. iIA'P PJrlHOILrHA': 6]L cOti'I'[,A-: WK slxi l! mn6ne vnmmcnim e,inpma'at. the mono of nlatcnals and ryun➢ro.i` Baal Qrc qs,o n ei, or oak's to tiv sire and land snd news + idcntilicd in and Ixm,ltted I;Y the Goriest Docvmm,a aril other and mnd areas rXmlitrd hr I,kers rind Feauludons. I get 11-1, ,vrma, and eaw"nlen,r.. a"i shall not my eawtmhl+ ether the rvemlcs. ,,if, aomn"ame cuuipmcnr ¢ ,thktii I IL fork r Lu cr flir it CY7ICTR:I, aar sirltF andumo fidl h or inths o Fnr an} c'r"c m am etch and o res or to Ihr mNlCr I• wnalwn..tlr rc<,f or I If nn like ,cent l and ra,,,'I'kna nv_ mom the 7 in, I anew of 0 " os Should anc c w be maJz 1'n' mna inch ork, r or Ilcvlxntl hccaum of il,c I-nnnancc of m: Abeu6 '()IT, "IOR xhnll prnmptk ,AItilwill, such 1, u' alnx , r o'h"adon m o I'mon ,,A, dr: I im l IIvu, h [Ocrh p.m raulutlnn prxvcdv.g ors las a ) fF:1a1 C R xha. is the fu(a9 "Win pmmiti'd by Lmva and R'gulw'o", roue nifi and hai ha.mk-s'-ill 17, FVGI>EMZ', Con'u aoL and sun 1 dIoaks of irtikemk cnpl, cJ he mIc of them bo" n d' r n all climI unarm Took:: and die _ Vorv, oa _ tr r47n4ir Gom am Dl nn ce n.a Ipu, or Zlryl lla hronghl In 1' :h owner a' xvq>m'.coma Z) -II Iu Mill n+r.m ulfie.pmn' Nt{mriC@i neuunder tO the "wri rauvxl oy a lnttd ki),oriCONMT10RTalonia,kooe ot In, Irm,k. 3 17. DoIeil r the r o in, lVoil,,r' Y::YRAI-1OR 1A11 bow we Dm, me tr c from ;cur nlauau.of+ vac n, n risk. allaerre, val okha ,6bri TIr ah rl, fionh be o,Ish AI the wmreletion of the Sl r r "^7R.tCIOR ,hall remove all ns1 st mntcriula. rubbish and debris from and bo III, pess m e II s f t r' op➢Is'ux ,"'Irne,iee euuipmraand m+rmne, and sugslus oral a d. GOXJ IC:I OR shill Ic Tie site dean arul rcndv 8x oianaean c ' I1 MNTS. in onbwalial Cwnpktion of Ox l . L '-eeTR.dCTOR 1m111.1., to al,' i ti I ,ndik on Al picorrn •nn ue ai"t (uahu.hoon be the Q nua ,L Doeurn,= 6IS r Un`7RACI" It'hall no, load no: pwit ,m In el r at come to t Ivaxd mihnrr Ina, Al ,nL ", If,, ;imgm oiall JC)I 1 CTOIt s,ibmi ho v: of t o, !Lc I ' ,ZlsWil p o} rb10 9acss,'a rn pn.. m c .rhnr will rtlhmgc^ n lLecmnd DHeumenru lJ,'LM 09 l I INI; khYeI Tni fl•.Nh',kionr x. .R W rnRl'<k)t i :hAInIrICAIt, K'li i I'�nwu 6_1e .;V I.A IOR Trap n rike r. sae Phil at rise ire In mead copy of all SI " iliwtiaru Addenda. 'Fehr', amendment' Chemer rheas. R% s : Cltaruc. Dimetive,. Field Onka a.I v,men int"'Ic ku"' and Wlothantian poeno6 puissant to Inr pn=• 41 m erv,Z order Ind mvwmie' ro shwl all chances mmk dung- o'rstn:mion Ihcw meorcl domnn`M kaLed,u Willi ap agpmvai 6amp11s and a cou "i'l of all akom"ro Shop ler'ir._=' will I,, - I. rcfaerme I'vo cmnplehm, oche \Lc1 M1ku�, r m,{.nose oL Id,a.1 I,habe record iErcumclxe, Sampler anC Shop hrrauiius xvi11 he dnli, ee r f hvY'i14: h for Ot11tF•.R il_", CON I"RAC" fCSR hill be nespon"0i Coe ireu no maint,nom,. :mn oko is ng all sxPnn pwamhern and Pia rune: 4a connection mail die "ota, CO' fR A:4 l'1)K snail Like all nca-svnrt-prmaunnn for the fel, I,,, and s4mll pan idc the ne ,s kry pvot.uo t to Ixevcl:t �.vmae, njurg orleza t, fi'_0.1. all pc' nr o lhr is nrt sir, a' wen may FR, a(Ih:md he the Knit: o 3a= all ,he Work and mnmrtal\and rgmr, oo! m 1>, ineognxateE wuun ++lciivr i a- c" on o: ofi use .in Ind o -II other nr: rxny at in, sae ; admmn theran, in¢ludurg Ir"%. dvuh, lawae, wa F:z pa, con. iml+m•, sxrornure; wilaies n, I' iIru�ouud As iliunm Ina io-remrnal. rcb.aon cr wplaca,mcm in 6,.." of umsuucorn COA I F {''Ore .ihl i ... ,ri 110, oP pplicahk La", ;aid I ulmiorw of vL. 1lIc(iris' hoc, ianrelm"m lof 0401r, ol r""no or pTorn}' a' to r'ow,I Ihem 1'. dan, c hninm or 7 v, vnd shall ,rim sn<1 mnintwi, all nceevv vtuIaW' 1. rat Aero' uul phowoum. C`?- CI'...v ;TO7? shall til' o+cmra o uia,;mt Inop:n}' and I l arcrmonnd Poailone and a dit oa...I, Mier, Ivaw:cunnn oC the !{roil, mac atTca I{mot. ind'haii colxr.n: to III", III du pn a'71co........L rcia,alon and fl} cem,an If tfieir I+rnpem'. 4If d nn c:....in, a "I, L6 anf piopzm- :fe... o to in p' tr V - >. 112 n Zil ca sod din, ilv t nVarcdq m n: Ir Iv pas. is CON IRAC 7OR, a 3.x'mautor, .: k'; oI nan" other panne, or s n"s &'ll w ....."rk eml I , I l+ inn, <d's,dr I,keiI %'T fnnut nor of tine mlrolwfo;+h."qn'am''fl.,nml' 4x"lurble" shall In mush'! be ( I)o I R4"I OR , e'n cameo' Ln Iuscatmb.L&I, to dr I:mlt,r•?rn+cin w 'I :(heutio, o- to if,, acne u: okoiwoo, of Mk 1-Efic La_.L.Till uh LTGfN Alfti CO,WIItaka of .""" emno",[ or an, or then m any'cmc (cv e'hose actsun-,I in,. inat and I lktrlihIaalll, cIh "tl indirc m. it Ieholc or in parr I the k'ah ix i •msx OI C`O\ R \ . 7 Ul: o: um' hLlhtont FL.or, Snpph 7 Ill 'ill pe- •t r tRPalw tIoT, dire ilr s, i.isdi .Tnom! b_ en of Ihem). C( LA":I ON seiur can l reshvnihon-s nor tha mete and protcahon or In, VV'rnk luAl animuP until "'ll tine' a;ill in, li'ark G complaysl and F!'61 eplik I,,, I'oa'd a w M 0 R I^tl 1_I CFI niter ,, OWNER mind CMI'RACTOIt m xccm,knlno with lmrng:aph I:.13 timt the 1'vod ix:t <ptnblr (zxapt a. tmio' rspmaly provi:l in uomncunn +visit Suhwnmial Ccmtpinum}- G.2t. .6jen' Heprenrnmrine C'ONTRACIOR shill yu.hiwd and c.Nraienarl mrtt...... owfv, at Ih< slur who' duals andtas�onsibihtIn'shallorarcpr if r,[, "I.odents and or mnmuinmp and mpereismg of mf<n' pr<etuuonv and projrrms. Navml Commnnieminn Prngnann 6.2'_ CONI'RAC'I'OR sh t he rapmihlc w wrmlinilun^_ aincwlurFe of ninnIiul :afe, rJaw chats m mile nwd mmmumcanno infnmtatil.. required to hr made nvaitablr to or mcchugrd hnwcrn or annnp cmpl.wax In the. In' in ac.Lord"ni,' wuh Lines m kt,pulalilms. F:nrrlf<rrcier u's In -n recnm a17c-ttm the afm nr p mxt m of Jznon ni trrc +1arl tr pr an' to ,i r :nj.Iml Jr-¢m CON11,ACIOR, ,uhnul cNc it n1inclion nr null m l F r C)l1 I F h N l h h nk u�nvd rn set to I i rr in t red him ae nau o• Ina. C(INI r C V'l still ear r.NcilAmm Pin. +cnnan amino if n h, Wort . hcilevrs thin i II siConwitnt rbancex in the U'orl: m variation matt �M Cwraa ii;vvnrco' It, ba:n caused tfn•icM'. 11' T'GINEEI2 dewirunes Ihnt a I, nnac in the Con(met )ncummu I, cyuirod to Ito .,I, of the om lno takan by CO!�TRACTOI: in rc'.lnrxi xudt an ,,III' .t a lFark ChJ" Ditixt Mc or Chmts of o +citl hz issucJ to Jreumcm the ccnscyu<m-<>o: wch nctuw ti21 .Shop Dra»mgs mrA.cnnrples 15241. COti TRAC OR shall .[.nit Sirup Drawino, a' ENGPsLLIt Yin' a +voand al�mval in ; ana ith the acvcptnd scidulr of Ship DrnwGgs ul, Srmpb mMunalz , E Imlvuaph 29; .JI st II,.l in will Ix Trine, of tn. pw' WEER m:re rrIhIt :nrl m Je number of enpien ....n nt w op General ,ill iancnc: The tknn shmm non the I,, 1:•nnvm�s will be min 00" DiA ro,' ". to yu'ta"es. nimc i,Il, .. I ,,.ila ldut in h w:d'dzsnrt DER in. material" and simi4n r!xC to shop E R pi,,IGl2 rhr min 'k and in 'Inn EN(iliN I 7 O,, "I I," In provtur aral m m hh ..\C1liUIl Ii tr n+uw tl mronotown fm hx imn<J pia{vacs reyuu wl lg pnuuap'hri'_d. 624 ( )I:rlACI OR fndl alu .,hots htmll ' 10 : N C IN I f fct r vi c snit aptinrd: Wt "'e t csp"d dlnlc of Stint Di t rue wu1 Samph• :vinmivaL:. Eadt Sampe' wilt iu idiniiGuJ &.11 S u+ =16:il. Su;plic. ocnincnt dam such as crmirg mint-, ,,,If in, us for which itim,&-d and us EN Ii INt-'..h ma+' r qu in, to InIIH, Nl 1 PFk to rt+-r.x Iha suhmnttl fnr tiro limiwl U(In in I-.1dt. Mi NT10Na)l FICA tnIn ME% to n;unvn°r.,mc»Lt.m:: u+xrmu:n noazs tnlsraA•xn purin•.-s r,,uvoe nc 1vmgotrbn.21, Th< nurrf r, nre:ch Snmp!e. in Ix ulhmntul will i.r x:.'4 rLifial in h:r Spccifinlions. S"bona.l T'rncedin": u25.1. C:cfae IL111.1116c It.h Simi fkewire ca Sample CON-171 V12TO(t shall lmvc Jetemuri +d and wrifmJ: 6]9.1,1 all field ne ,non, ms, yoamldea. Jimm�siwss. spcciGeJ perfommncc critaiu. insmll'., rrywrcmnnls mme, Ixi atrnl i n...I, 'tl[ttl Slmian InfOmtxllml x'ith res}KCt therrtn. 6.25.1_2. all mtncritik Mh rc;pcd to i.lIt.d d usr, taonmirnr shtpp!tl_.. hndhttc, .ao:nec. as'mblc and awaliminn pawnatg in it:n prrl`mmancc oftho 1t"m od 6'_5. 1.3. all infornmtien rOmwt to COKfkA(,'OI2's u9r «1T1Inslnlitin in 2•tTM of ."n, to tuna k.. rrehniyu",, 'quern", and przkcdurs of ,"Mouction Indcrra pra' t adrr rvtn:tu dent Jnrt> (O 1kAMOR h Il 1 tn+ rIl',111111 and a adm tcd Ind, Sltol C rmtm ,i Saml It nh of., Slurp Dmwtrk.. and S:nnpks and +vita hw ¢<ryrircmma of In, \t',[. and rhr Gina= Ibmmaa ^_S^_. Ntch suhminnl +vf[ har a stamp nr spccilic +vrinun inJmat'.' if." CON PI'' V'.T oP lws m.vfiud CiONI RNCroiz, oblipmi+ms under in, Com=l Iknumntu m!tlt rccpsrm CON' I'FACCI'ORs inns' and uplao+ml of hat "'bruited r At if,, Incof < d, ab.i` im C ON'T'RdC'1'OR at II Vivc E!l IM1I1I >1cific Dorton , . S,,mpl, ulnion a l n and. Ihl the Shop Dtnu'um m. Sample subnvtmd moq hart from rhz rywremara in,ii vinin.ty m. -rnt such nnuc_ w Ir. in a :I.!, i [[manamaatm .alnmtr inxn tin mbminnit nil. in 1, in ' S uu' a srccihc S�mple to ix mad< nn oadt Shop D,,t,g :arc+ Srmplo :mtanmrd m [i?'GP•if EIi In recicw and appn, 0 of each su.h I ini.ninn 626 CN([ =I ill r .I,,, and apIro,'< Shap firm ... anj S tropics in ;.,,,a ,ktnx n ah the xlcauL- of vtnr 1r o o, enl 's mpl mhmiltnl: : vvpt d Iry IEdGLNELT. as resulted 1, pamaaph 20. ENGINLt'R's ¢rir+c aml:grf+rc vel null br uN, tc c,wnr n,, if if,, ucros uncrcd b, if,, submilnda will. after installation or ! s,,p to 1 lh, +A r6 .cnlo:m 11 the nfnimpion tit C mast ll m nC nod b tom n'hlr kh rhr d1l: n enncepl f the tanrplet o P¢nal a . fimnimtrrp: Dhnlr In, inrlicalnl b+' the Cmuad )"umcnta EFGHVEER, rn ."o.'ul will tint mend to mcsns mUh,ds, wchniqucs, velum, or p ."W", C mma a t t r %t-7 z Iwmicuhn mum,, methld. vxhigte 1. Hoes" n1 notedun of aammuanl n:. yrxifictllc atni oxPrcr.1, 'stied fir Inthr comraG rmanmcntal (I ur stft," qc miom. I... ms inoi:ient urreto. The review' vnd apprrcal of a se,. m, item as mch will rx,t indve,i, x,rm':d of the xcu:mhlc in ,,n" th:' item fmaaion;. CO,\fkAQOR shall make anrtmaon; rcqumed h}' iSNG INfiISR_:md Arlo rnuoh Ihr tequtrci numbs: ,C eeim rd mpe, of Shop Draveih=;IIId .A"'i; va required new Sample' too review and app rn'al CON1 RACfOR small dvcct s,ceife uue.6", in w ,III, to 1111mla oumr 6.11 sir. conetlioro u111d ftx M_' L'NG➢DEER orl Ivcciau suimniuslis 6.=�. EXGIiJEER',v ra•iety and npproml P Shop brmcim o Sunmles shnli trot relic,, CO?"i'NACTOR limn re�ponxmihn' lbr nnc rnnnoon tin. it.requiremanix of the Conmal'. Ikxumrni unl,. CIA I RAM ON im, m ,¢itio, called 0NWNr.LR', oamtioo m a¢h men yar6Wm al the time of mbnimion ae required he Ixnauvirh u.7i.? uhJ INGI EUK Ilus _ivcn ,nitkn nppro:ai of cmh .cooh , .'amm h; a l,,elar n'rincc rto=.tt dmmnf incarl med N or ncurmlum•ing the',i,,p Imv,,hI, or M.P1, appro"l'. nor mill nny app'mA by !(Ni41N-ftk rclicye CONMACI'OR Bunt n,p.Imhdhy to, emtplylne with the regoirenlems of r..mph c.'i,1 of 7S W hen' o Shlq, Net,, tg or S:nnpk a rrymmd h,' the ('ontmet I tommems or hie sehaiu le of %hop.Drawinp tmd Smnplc .ohm lv:uxt. acucpted ha' ENGINEER it, rttiat"d br Ixm.uttph_9, any related tA'ak peflot ed fear: to HNU NEER., rmm mat upla•oerd of the Ieftinu,t ,,Amnninl vrill he at the role ey,cner and r,sA,,n.ihilny of (N) I'RACIOR. Cnnmmung the 16nr1:: 'o CONMA"JOk vNdl Gnn' ,n 11,e t'vor11 tul adhere m tlr pnptu :xhcdulc dluine all diepme, m disncrremans n'iUl 011-i LR. No Wort: A ll to del:rvnl ov htnapna•d ryn<inrg rcttrimam of am' dngnnes m d1fegt,rmcros rasps nn IxnnmeA hr Inmgraph 1$3 or ee 0WPIi[2 nai CON1J1C fOI: map tlmn•rx lenx in wrilirm. C,111, COATRi O'OR'., Genoa! it arrann' mid G..ammas 1o,1,CON7fdACTOR na..am, ;uxi cttmame, to OIQiKR, ENCH !;R:.d ENGfMi6R>Coo.Iitnme Ihst nil 1Vod. will be io aeund:mer ,rich the Contract Dcivmrnts and +rill I.. , dekcme' C( ic T[CACTOR'' nan:uuc and p w'm a hereunder r..eludcs' J,rom'; n Jomugc cvu;al nm: 630. L I. rime o.r cuploixn .mthe.anca a olat-,nion h, me"other trt rr CONEli C)RR Suocont'I'am, or Supplier, or normal to ,, and teat Ind" nornud 630.C, COPrRACI'OR's obiidmim k perform vtw coo,ireta the A'nrk In aec„nimce with the Clmtmet I ioyuntanv shall be k,o1w, Nun. of 6, folk"". the will carom, nn n,,,%Ine, nl' Work tool er not in :rndepm trio: R Como, Dls, r f, m a rtk-ax of COXTRACTOR':: obin.0,r m Iwfixnr trrc Pi orF. in aectMd'Alk'r wills (ho' GImInIG? i t:-.umenu. c`3U'.1. obx•:vadon; h+73iili lh4iER. it?f!?S e'onrmendmier, of any l,.e, ur final Inyman iy' ENGINEER, Suixanotinl Clmtpledorl re xnp paymIMl rh' OA NP 7, to CONTRACTOR untkr the C,M= I ineumentn; I, ;i, -, -1 w, er loeeih"c' of him firork ra airy. mn the"cf hp OWNER: 1 :U 2.=-. any ncccpnne, rv: OA'NER or anp faii.e to ck, m: 631,'.6, uo;' eul,, and apittotnl oC a Shop ([,twin^_ o: Sample aulmutlal ry the iauanec ofa ...mee of aou;inabili¢ In' ENIIINEHR pulLam to pnmmpi, IJ I:, 6_4C2.7. an)' iaaleaior. ma on aplucval by 111.1, e, 6,10' S. mty amuxi.' of Ikllvnra 1Vo'. In' (M N!SR. 1.4amniftmri— tail 'I I, the full,[ getcnt pammed In' latm and Rr}ulalionc ('()\TRAM OR shall mdrnutif) and hold ran Ien 0 the o "" l"e"' ufii{l's Camulbuns and iho o6lcus, Sremoa of 'h'y'euv le Ion d and m a cwnvlul , of mch mtd am' of them ikon and h4i ail c,wd l nxtr; Imo^_: arel q;,, ,I 6ndudmc, nu: W. litmtni v, nil Ice•: nor, I.,,,,al of .egn.cta, mch t -tc """"oxen s I i odno pmfussi wv ds tnd nil curt oT. vrnivaGw a other disPutc resolution coxeJ catu:d bi. ananv aul or ) ...... 6tp Uon, l,e plrRvm.we a Uw Vroll: h."del Utm m, suah d"h" cn:L ksa rn danrapc (i)'. nnnlwtvhlc m ixxlily I."" ndmrc, J"..' or dc:nh nt to miun' u+'r tksvu:a,,n of mnpible profvnr (Direr Ucm file Akork itseit), nredu.i6e Um luxe oC m:r .1161 thcmitom. tmd lii) Vr r-unssv] h, whale ¢ In ror, b, I., neuliucnl act a oh,,,ion of 0k'NIRAUH)L :mc tiu4mmra.arn. vn' Sapplic:. nnc )k-rnn nI 11r_1,1I.1 on ducally 111 indimctlr elnploved by nm' a(them to p,forn or f.hi Ih,% of the A'ork or uncono fm x'hl,c acts anv of [hem ma}' rc lithe, rug snide,,, of ,,how, nr nix on. It In plln b, att' M_`hu-'. „I on, ion Jf It F,e'.. i' sotto[[' unJrnmilieJ-hcw.'ivl: (a witrtha Imidbo: i:: nnlco'e un,r. such ind thritlal party by Lxwn mid Rc_uiotians mpmdlca: olthe n.gllcancc of any : xh fmcum ov emit_: 6 ,,, In anal all Ck tms ae nw (AYNLiit u GdGI9`GCR n: anc of Ihei: rru¢atin uncmhxnts, aeemx 1151.1 dimdos o: emplupa:: ill Imc antpinvco (o: thr ' nr,'m o; Ic hnl wpresanmtirc a Inch e.plmrrt of CON-1 I -AC I OR. vm' Suba,n¢ano:. Inc SliPpiia, anp perm a omnnivntion d"ee lr nr ind:reci ly etnple"d'n LJ ID,i;;'H'l CSW IQNN'to line(l W(i G3aur! 17 v(l Tl' (Nf IOHTC t1m, It(H)11'I 1I101MR11 L.uxt. iW I CI tt it,,, I" laICm➢ ... RI.4 I. of dv Wbrh o: ,u.,te Cor whoac aun,am' o' than, mnv 1,, I nbla. the utc4:mniitcati:m obliku Lion tmd pumkxaph cal fili nrn to limited ie am war by arnIiIiwaitan an the anmum v type or arable b: w mri ) "i 6Ai`I'UR arnm,a 3r Suhcn nnnt t.: SuppLe n other P?ram err arnarom on unds workon.' compen:wpon aau.Leabllin' Fanrin ams or otfb] enrpluvec howill nt, c,1 'Clx mdrmnillcmriun oblinatiwu nl C iN-FRACTOR unu.l uaIm631 shall nor nxutnd ao the Ii.bill, of ENQfP: Fh and F.',-, Xf,`FLR's Coruuiwnu. affreecc direarnc anplo)•ee: or aznnM uusNl is the prof ' iC�al. n _+hgrnce. error: w omu wnv of arrr pl' ittW^n. S."oet nfUbhp.. , - 5 ,4. All rernn:cnw;icn+ i1lcmnificatirntti :vartnnilev vtd guamntres mark. u, rcquittd hp w cicrn in aGGortiana tv lh the Co.,. Ticuumcn� a wdl ac all mminuine ubiibn L., in; I:vtrd 'm 111, (AIMIaat DaewncoLi will sun ice frrvd povmanl. mn rl,um and I, . pwnce of the %V,.I and tarmuotiotr err coo plcw,o of the Ag:cmcm. ARTICLE7-0THFR WORK BtllmNd {SnrA ru Site: 7,1, IMNIPR n: J... Coro: ,,h, w+uk r,li to the pntim u, J, It, by 01%71TR'a own 4uca., err ICI other direct ,om om dtcrefor wh(ch ..'hall mow t, Getxral Cmjairn'srm➢at m dI ' n htne oil a :,,rk pcdonnod iv t t lim o..:xcs If tn. No oho: xuah alxr teak is to ie JICIIvmcd t+-a nor nrncd in rite Crnnr-+oc Dacunslaa, ;hen: Cl wrist..I notice d""of will la aivrn I, CC�n i P 1(, OR prier m wumn^_ nor ml, meet work and lilt CONT24GTt)P mn} make a dn6n ilreaefor o:; pmeido(hine,nice.. mxit IJIal:ONTIiAIIII hit?yea dwt such pCI'ORIII re hull! uu•mlve additional aN J,Iir to CVE'CIc� w1'1 Ouor,LI III, oInL,,, ten and theparliz3 urv-unabic 2r nano as u�� the nmounl or astaU thuCnC 7_ (S ,71R CJOR aha0 a fa l saeh ,th,I et traGta "If, u n p.m to such n dn"I wnnacr and ea,h utilin' Hem {. ul C)R.MPk rl OUi,➢iF' IN,perinmrmg In? additional work wltl OWNER, hops tc :) pngrc: and +ml ,' 11plpnunllc (" the inuoduaien_anci stemea oll metaxi:hs and equipment and the ewecuticn of salt ether wad, rod ..hull pralrrri� conncc and cusdivm the Mork: wain Ihcirx [nos; oth,"'n. q Ill II0 11 Cc- ffiwtt Dccwnrnta. f,f th k AC,L . ,Ia, II(. all Va141'L, m , ntd p:rtt'ih of lhC L\:Ors: ihal ma}' IlI. reyuireJ to mnk? irsw uaS xh aorta t<3,rL CONTI� and Inteerev with othc work. COP 1.4Cf14t siralLno, aW.v�ar an :v k a f uilmn by anLLly. e avmir. t i oT "m ,I, aI,-, emir wod: sand will w � ut v alwr a T.uvd: +visit dhc Written urrvvcnr ul' aul -.ER urn! cie iv.c ..haw Cork I%, i I aCteenxl Ti¢ iuii+x aml rcronslLuurev of Ctl'vl 11'7Qi: under III, pnoi, uph ore Cor dlcbcnz6t of Holt milm, otvixts and other camrroa:rzs to the extuv 'hat tlmm are n mhle IS LICE , oI NUXx C(. N)11t0D5 Ill YI l II-t E+bnuo, lIn 01101 ( ORS III)DA1C I INMR11'J3uam govisionp I. the bet ll It :dv 1'i A( C)C i,, ..rid direct ce nt ao,e loa,,xo OWNER ant wch udlit, owrrre and ultra comma" ?a If the ofam' port of MINII R.AI'I M`,, Nr.I i ands up"' :nrk pafamted by , mrs Cider this .AnM,, Z COXTRACTOR shall .insp..m Hoch mbar wort; and pmptk' rapoa w EiaCIl\rliii7Yln tmli, roe ddnps. d6=, or dvllcirneien 'o' :arch other "ark fiw rmda it annoadnbL-w unsuimbir for tis-1 ape xwniw and Y,,III, of COfTRdi`.TOR'e (Port, D TRACTOR, failure so to r,,n will eomult e m, ac¢cptancr of such ether warp us lit and prolsr far intcerntion with CONIRACI)I:, Wed: exceIII loc latent or onnapuaren dnfnca mid Sehciahciu m such ndhar CnrP.. f:nor&rmnaa. TA. IC OWNER convacu t6th others ibr the FMI,mancc of other h II on thr 1§cicet err I}rr xitc, thr inllwv{np will ho �I forth kn.Svrppkmenmry (: onditioru'. 741- ihepavum. tinewmrpnntint wlws,,H lure autrmriu' and aspan 3ailin' ins coerdvcnion of the nC7LI) AM, amoW the earioue prima mnn'aMor% vJill he idmaificd JA.^_ thr eprufm nuhtwrs m bo n he radr nu0torinbe uemilyd: d, anJ 143- the IItcnl of such amhorit, wtd rc pnrxibilitic mill to pro,,&--d. tinker odw'mvxe rrtrn'idsl in tha Rupplemartto' Candt ..c4WNTR I ll urve aale euthorh}' mrcl n slwu ,hn I'I rtrgna If ...d e... in tiou AIR'] IVI X S-OM :ACI I, RFSKYNSIIll LITIPS t;.i LrImI a,, oth,mri plmdeel uI h'se G,n=! Cmdwom 01VIM1'ER zImll I., :Ill I,cI intinte: 10 MINI R: Af7!'OR crouch 1!!tiGf;!F.GR. A'. In mere of ICOa.IIk ! 07 dt? ?tnplovtnete of GT:GIITTI. JWI YiI s7utl v[h"miaII rurmuu dnM rrhcn CNJRAVJOR u4xa-nc tea bk nhjrueian: u1;oee ewmsnnd r six C uuma Doaan.mI, "loll br tlni of the ftrmr, F"ISIh1uK 83. 'AIM"], shell fnmoi, ine. dnhr n;qum+I of CAUNU, under rim t. ru tct G)nwma c (. rptlp :Ind anal k. tryanents n LV 'rk.�h4T1'0i tml, uimn the,, aee roc as Prrn idol in prtra@repha i 44.d 14_1, It, � a curie dI nap.�ct o, Prcwidina trod, tmd - h I mci V I .5 crmm� tin to=cvs to csutbl 1 f. enc: {mint :,ti: forth it i»,mia4.l m oral pater=rapF= eter OKll s tiddantif}inv mul .making CIt iLlhlc m .113IliACIUk mpia of 'I thrt. a ']jItld,a ,o . trsts of sobs rfua wnFtrtiorts nr the site a;ul drawer, of physical contlitinrcm existine SECTION 00020 INVITATION TO BID 07/2001 Section 00020 Page 2 .v mure.r,to e. nt �uott.. to the xiicinnt. ha r: m'. h, ENGINEER ¢tvrelmmu w,Ctnnr aDuc-umcnts '0.11',a"Glyvirnry+mnd4ilin-tn rcgxche9-lsbFtlhrrNt mtith n, r1MN11f1�'-lfoal±I'val'n, IItlerty-ie5lxn(s+.^4fiC Y. eenlrinpnraerenlv4 �uvnuEn+lu H I, OWNER ie obiivatrd I, eetoutr Chimer Gntarc o-s indienmd in po. aph It 4. E7. OVITER, lrfI'nsRv Ih, in respect aI emnain inspz_[iona tevu ,nit apprrxak 11 se1 111M in I+,ragwri 13 a. xIll 1, Imnrcuel fi rth fAkKf9R'r n,htto,a:,, W.l:or ...rend tV 1, we Ixraurxphs 13.I11 11, 1. .nil }n 15' loth pith C.14M R', i,h. in [,,unit, sremcs. t M : i'R AC I OP, undo anal, evumrsnc, `;9 the CAtN 'R will not ,uix 's- direct , bare c,(A_l of authon,, awz:. nn Ix at,',,nsiha Ibc. O. N7 R1C'fOI2's m..av methods ^hniGun. tie6uGnec9 of pr<,ucdu in of cn ....... of rzthe - tv ,, mt n < and pnu m: miR tt 1}nml, or for ene Fnitmr of Ci) t 10 U, OR to raitu i, ,vlth ti and Rh, ik OWNIUL nt if,, ('u n�lit>g m pcAorn nnm tfl'tlm A'txk. b A. 'n rail " he resrya9" Il.IT]ai Inilurc I peDc' ...Z's the R'od- er acmnLuta soh ch: Conrtact l iocumetcs. Xdu+1t}.,rik'x.ra�,p�R.lhdlf}�inrr�ec' c.-nfwiiwkrad :i4�'a�-L'ti.4�:tvr,-Jxelrll-f ln;rn+..w�-±last.•-cx ±meth±, >veil,awi in ntnlensiah�l�r.'r .•rred�r-re+enkc}.x1ex-altri� w--ry,rsern,ii S-I', LA fhsCrt)li-Lw.a,- n- mWaµldarwa-taaai�ieaiaunl a lgmnrm: ���alvv-been-nndr-_t. saUs4`--O0.icLIYc E+hW.nrfrcm�-nmM-nhr Ci,rareat--L�rN UmeR s-(H}_yci1+' rc I�»nrohn=mmr1 �afMrc+l-will 7 sel fonh.imthx .iUp(12IRtllfan-C�t,lgli l(NM ARIICLE 9-F.X'INER'S STATES I)IRING CON17RUMIOS I MWE'R'u If ......It" 31- 0 GPNER will N CA" NERx rcP�esentarivr durinu the ,.v,,!ix venal. The duties and mw rrvibilnics arui fh: I milatio t: antiixvv oI Lti DihY.R as Ot SS_06 reps e.w6%'v dtun,c t ucm err. sc f h vl t., 0l of L . tarts and st.11 nI I,, eaa,d.•d icf.how nri¢ul caw.,: ofOA' ,TR andI GIN EK I idrsm Sw h NCJi Ic1 r ill makr ,lw, to th+ +it, u. inmmds appronrnl, to ilu vimn, se+as of 'cn,minion ss LNc1iJ6G7: tnd I.I nsefmm' in ard<f to n the crA and au u(fivd Iz.i_m pros _cumnt the proarca Ihat- I n,ndaa ltl:yunlit. ata f waapecu oC C)N"PRdCI'OR vccutcd V,.k B,t,ed im inC.'Irmazlon .th:drnci durifn samh ,-±sits ami ubsxtxntians, LrJt C T:ER .111 end ai<x (at thr brn fin nr 10 dct<mn._ in ,Amend. it the R'od. i; pnm,hna in nrcmdanw• ,IF tiv C. fan ❑evxlmenta r .ilb`b:RR call not he mquircd m nrekc c3fvam;Uva o: centinuvwl m+ mie ;lunation.. a> 6'e'L the yvaln.' of ymanul- of the thud. ENGINIqEI r11,m hilt h dn,,,wtl iotnml void±,. iar OWNER n ercua dmrcc ,I crndiuefux tlwt the ,..nolmcd \l"ilk trill "'d ni znuxlle In Qlc Cunn.c.. Doturnrms 'Inthe bmt, of such elsits and or, ,aik n+enmirns. f �..IA.HR sil 6rl U6'h,ER into ol0ur plvgf vc fe"im, kaw mill Rd avm'to euat,,,d n,t seal,v kkahe SFnk FR41 V5Rhi vl%itr. aid ,n hN nose, ati an suhjcc; fo all the Iwlulnon. to i@\f3l : 1.: nut pnnl sn'1 r In, ;,thciut sa innh in ,.t. ,ph ?3,13. and if Er RNL i,m s.thnm GmiwUcm dtun� a as a rcsatt of ki,NGINGEls unsitr viers or ooeclnn of C6i,.i 4fnm,! pork wfl,mYIi will he umi iu, dlrr ontml to hzev eu0ent, 11 ova or im fey nhhle Inc (l) 11tA[1'R•th3 m.a s. t .tlmcL 11h1liLtUll II _-11�11,11nll of rui Cher m fhe s I lure of it - and prna'xvto irmitlmt rhino_ ii ior am silnre of O ' latW .JR ¢I comply p or Lnem u i R •ulnnona 11 nlivah$ m III, tormahin_ or ncrfiml mcc ai fhr A'ori:. P,Irw Repre+enrrta.v 95_ IF O! ):IAanul .�ItvtiF,l: a rY31Iv'Ii6R bill tsh a Residcn Pr Ira, Rq,r x s' c to ssaist E1cfl•ncF]nnr.cliiiv mrrconunOOL11 ivuficn aC the 4IDnd;. ':'ha resptnainhne, and autl,arltr ,nd 6numtirnt dlcmnn of uny ,aJh Rcaidcm (,wall R=Incstnt.: yr :nd :s::isanis n'dt la a. pun idcJ in IvRratt ohs s ' mud 4 L'• unv- iw-31a•-mx+bnweu:+a 6zx dr 1 n: of Nor -f i,,A t'mMnt vx. If OR'NER [k'll Tn'S mnalhLr CU,r WnlNlfVr i" R. k1i 1.)Ptllnt M 4-CR x rho aunt ho Tr CA,vk i 1 s Camulinnl, szen ar crlplov«, d tii .ibilillut and atthomy and limitation, thurew. of aueh mhef na:,or. will tx au ort"old ttl 14, -;inppinear+wr "mint[,, P ,xaph' Ill lh -.I rill Cnr, huana 11111 T-'. is .GR Ihmu9lct a-,_f I n pr9dect 17 igtive- t IR, ,I mhct n}7i of ut d llle_f )tl tC t p,"It pI th, udue< c;n n tllftl¢xd nfpg., _'LJt...._I, tr Irnl �nml1 a sr, k2gpr nuu rx coal n In nqI' If,, anel lnnnauoro ns,prm ulzd in _Ipf:a ph ' I • of thz ��ml I 11'uouca a tl l.v cu8xc t :L x 1' 1 Inc R Tr t tnrs dcatryn in ... tw s R n 1n •• to the m YI • tvofl v ill in n a wiih u \ I\tiL[ a, 1 f -1`.;TI:A'Tf:IR_7di Icp •nes.nf.i ill hrq ihF_ vgt I\'�Ek ,Iruperh nn.l.,zd al, burr mm+..•;�_I, , 0, In ,u iyc's .4 6n i.nuspua tnd, i,nd onl n,.I ^I(tt i n In. 1Wi )r uggzmd. gvovul. of_Ihe 1PlTk4C fU1:. Umfespi F {•nin.nilti Ivel"•=-+<mp{yc ..„lch d K,I, + fhr L+r_rea' LdCUEGEtril01L cO'1I110¢1 11011111 GJpNYa 11, ,.v ui� rrnu cni i.v nu,omics:w� f �tn_�mm I A vi vdul< and al cr .. h4lulw nevr Y' h� Ilra. ^Cn:41 R �C�T )6 xnd �vvull wNt__tTZr i_O Cln 1µI T(YID _ILCnIl •I n. a'tl u i +k''6 A )R s..h ns prumvupgoa onLerencey, pc tje. mcttimry mW oUre[ ix ml•lantu .nd rr to atj im vp wu - nn.o( ccunex. al. se; Ie n. racla:::r:a:v hn;wn ,nf Cct�tf 4rpOR. � t= Sri n:hniliy sur nmrulem m onrou v teh t o 1 r'I I OR tiI CO",f AC (N m to rMand�w mrCnm�n ly>rumen�c, 't �:'_ J "' .=to'+st in v6tuitrine (ion +:AY*tFat nddnional cktafls or infxntulnn mMn Icwn_il hr r�xr ecu r .f tl U h. _._. ............._ ...z..........._r anv ll:,) r 4u nn� a tihoJ hmvec or sm Ne soh nicjnn tire subm(s_meylma�nn} Men _trProvel ilvirM I-Vi 19uLR n 4Rwie, c NIr, Fed tcn,ul,C!degrvc U.tl. unptal.,t, and I sc,- 9.3 "_.9 I Coadun nest{c ctncmutirnLnt tl iV yj paxoIIjc, Im. It thf R�EFJj d I nn r� to I tt c LyRtrh e pr vtnS m EOEO t van St to "th th, vac D x ,w, tanavi mti qor% al tr mi p tl rn! I r_ pmxl nqn In h pu es of l the tqulu v of I}t x n 1 M1 n, nn ('prt the I J. 7N[17R z L'+ Im1171rcmtipn_ I)f.ItIt0 + Elu.um nn I< w it, nl t Umi� it l mt r nut n t Ih C nt c9 Dvr vt, I a mL m ° f vA 11C71 Adu,tfi wnor ui... Ip.a:.t� Of thr Cooli An v'n4+',a, t.uv'.I h,- tm of Jllmrt n� ,nod 1_nnd l i -.7 I I It 1, I p1a u worse Irn .. UCl LIiLK V G >I IIOhR; i L lI'I loull"n jfl nn oF'rI lut 1 n;aiooll l(ul01Z,n II:1,2lwm Elt d't cminn in D vitu� or titxalilcaticua and Atant, thcc_, m unt« LVFIhT�. en A,,umten,_,.. inm mn o u,.._ t n 7h1,7TQR d tam tvw.dn (h t 3C,-SIt_ :7 R,o d,. 1, 3._,8 kq,gns. 9i"R.j, I nn,h PNI,I.LIS. ,twf1,l r�xri„. n rr p u„1 0: th of (rrc. pr . •�, 14w1; etu{ +' the Cp;�7nAC'.rnG'S , wmpululu u0t the p��ear Ix.iple_�i>t x5mdale vl ahu7llrapm atl _am�lr sufitn nui7. Jvana of uha;u0rt� I q, itrt rvGju, ttt twr+'imLxnnn Fh scv $(n" R: nrK. i \.ir1 DI a.0 , CO tdtmuu h I uP m. t r ul t th< {)N t RX"I OR Ch.,, .rId «v'en m.nl n I. d(1�311t {hans. Lad", l4'oY L>i xivr '} nc Ind Cdd "Idea_ ol N4 N,ori _ dnent 3 ' Y 7ytym n{ h yurv4.h a a,,kolhott, @rrLIIIIIT h l 0 II A(:101 t, ", I Iw nh lh ublldwl� Iw<uur to, a"o El. (11'< ffftn ..t , mm¢uti I th, of u-rrkz m'nenil re4trsnnd matMiul! m���euwduex __..._ . uiprpcnt tkl+aal Ih c bn Wv o mn.r,u,x(m me 1Pcrk; q i ? 10_ lwm'IW qn, g„i=,: t l f3dor. I 1 1 ult isup a Calif utr o wlatan[ul C w ckeum xuonut e+C'Cl TIC 71'2...H a tls.avcd u<ny reyuFt� trre:uoCor uwnPlewgt, � _ 'lf❑ Coodud lim of r;rinxgiO iti tti rm�:an tlt i�Niilh :7 MOT and n t N" " final lm tf 1nmJ t- b undul_e'.nr ]�eler; fi1have IxxOUxmr .hut II item. w . d ru�l hit hn uxr a dm -nrldc¢d and max recomman:4niax to i'�!GI\P.fiR Tun tacrnirm lcanwnec. _ nn rvr _. .. i Ix 1 enrextttauce mall ml- I. >nth nn am' d tin ns Rpm the vW fuuw x ntamtw L.o LgvnUr� unl rnniu}t,�hk, llx ( J.il \IISK. I:a ,R iimfretia 0 1'w11GFF'B'S ihtsJrra ulfonu m tht_Cu m t U atnlvai¢, rt mdcrml:e anv MAY nmcI.hilniun the t \'7 R \CTORR__ut u m cWm m `fi\TR AI, Trek `; mprrinrmdrgt, n I 6 at io-vucdravon,. relmivc a mm, ..Q qva em xjw of the mcvm mcih 1s udmiy 'yuona-: nr 1 o.edn ip f'r .onmr.;ti t wd vud i; vpr-.diellll} Ile fet mtne_ nvu Da..umeeuu 9_ 3,j. Fltlri�: nr iavtc dirccttanf, u g na:ng,. ot ";."A tt Icn' p. t 6cpr o l I a�amx_in < mre t in _yr'ith,lhr iti urk mhnnnnd, ficnn.... . arwcmr other thudt tfl,he fRa:-TOR. - ]Awc tr. 01.'G7: m ooaro�urc Ru B - vl 1 c m nmt Iste._in__ p c t> d fi-ld gr 1.Mvut_ttuurd'nG iahen .n.ep .err p ralh__. t nay nv 1h5 Look R C'1 f t ut f trp ma rs. . �(11VLLR VIl ITl4C 11,}rS Y mp, tlt ln{.Inryc vale wmmn a7nrnicnuons .x imnrluchlSnre of Bre I,CUCGLR3c,LL, (Y^.vLtITCFS 141 [ti' IIYLN Hrbuml n CM Ot 1 rrK'1 LVhI tt htIXttl'ICGI li A titL: I?mxu ruytlmment_v d ncr Covuxni Dxunt. tv.. jin If, iorm d Dra mf W tbcnr x. UNGDEE d nun dacrmPnr me wxn "Inch shod t omsun with a mien c( and renunahl-mfftahla tmm lm C,M ma Uvznmcros Such "I IIMI clarif mtionc trod imvrpmtatiwrs will Iz-b6nEnc on O1I;NpR find C(T,i'f`RdCTI-OR. If IM M-1, or CUXRACTOR lxl. e-s fta t: "awn c.hrzrfrcation o: uveroremtion juaifiex an aowu um m the worrier Rice or th Conuacl T1ma. and 1, :wMG err, ummle w ucn< to dte amowtt e: 1,1LInt 61111.1` If anv. 60.'iJi3(: o Ct' TTLACTOR roar I,,a, a arSur trim therefor a' lr.-M'ided in .article 11 w Anidc 1=, Atdl L.ud I iwI. imtrin T.k. 95 1 Ntill k. R I,,tnauussrnu minor r-dattnro In !ho 1'v'crtk from to reyuirrmenL aP llv i;emtruct Go:anmms u'hidr do nn! iavakc an adtuttmarn m me Cunuw;t Pnac o; inc (:,""Im ct 'liner, anti n aunrxuihlc with mo taw P: r- dre omnnl h 1 1'micca err x funmm,rm vrholr nc nd.,wd by the Gmmact IJinammt, l h.,m m n' Ix nmrnnph:hc.l t . I ¢1d C11&1 and mill h hindu>h t OAV, pFR and .nw L'1) CI<1C1'(IK wh- thrill prrGtmr the A'ndr im'oh"ni Ml,tIlpdy, I UR9Jflb ar r? rN I.ACI OR xlicvc-v thin a Ticld Ornkr juYtihen an adluatmr'tn in if,, C unIct 9tiuc nn: r i *1 "'. "Id 11 pettiw ac uniblc m acrcc as m tle utwct I'm th"" 0, ,%EK tr COi(R 'CTOk nru' nnt<,. n vt;mm -Eton tw,efa m m m am mom 11 a! 12. Xej ung UeJscrne ttinrlc I AHM .R v11 n. otMr t to Mwrt,,vc or mice Slnl, vthict Pt Rmbi holrcrc to r-ac¢vc. o thm1 tngeRt I till n4pvIII", "uwtpincd Mt1,11 thin w..tbrms I, the Canuae Jtawrmnt,, nr that will I ajudioe the unamne olthc drip: cauun of the curt r t al-}ui<ct as fun t �nin� Im Ie ue itehc:md be th:. C..: v t Gtxum tr I-V`, hTa R ,11 ,duo hav, vutl of nIT nVIM sl.. - 'u ".. < WNW 0 ttrr lBotA s m Bided in Parr r,h D 9, uhih+ or no: inr A'nrl: a fa h:iated- u,'4061 of ompIttal ntE.o- a,t�,.cnnrlpeorrrp..nadr„I�,tr-n�: In tom,mv,I unh L:vvl_Or EFS :mtinvm , s to 1➢o fir: it xandsmtplaax pannlrph, u.24 tircutGih __h ins{mrv.. P)S in iih HtiC,LNGHR's .u,On irc_ It, to {;Ixtrme Onlrr we.lfG:ies9U,?Carol l'_. In r_tic r "ith L4! I:aFi7..> uuthot8y no- to Applwau,,r,1. Prrvmur., eeeivud, 14. liars - titnrJbr G" it l9dcea 9.1I, ENGIii&liR will drtermlrrc tree saner! uusmn. and cl:uificariuns of 1-w Pricy l6crk fvrmtnul It, CON fiRA=)R. F1 {.dF_cR mill 'im G2:IHA(rOR IIIt 1(!i�1bl l-.limmarr drtem,uwivas c It sod a W W, tt kmw a, mittru decimon rhtnxm (hg mannnmtII 6,, n1' en appimanon I E tfa Fac'mon w o0snvl ) I i1Ii, HUT,, t ir, t J,,i,inn he,a will N fmil and bi.ag upon Ot."v'GR and C6li P/:.ACTOR. unlev, ithin ten J,tv, aft, th, j,iw:of uvr I,xh decision utha OWNED m C'07NTR ACT OR inmmirns to appcl Gal l.h' IN 2kd ,ee inn end. {p an appeal flan ENGI,NTGRY j'<iei. is taLeea within the Into, limit, z e in accordance kith tit, prozedares set Mill in Eshthil GC-,,- 'Unmet, Rcsoliama .iciest Eau i n. OWNER iId CObT I.A-IYJH pwamaa I, :Article 16, or pV if no such Dr pum Resolution A.,,,i,nt h3 been cnkau inlo.. 11 Jia.nal procecdifk I, ituututed Ig the arponliog pat, ,I a forum at'ecHltpClatl iurixdiation to re,6" a'!i 6,,m,,a m'dia; m thtr Pp imp p; tI rot c hsve with res?>ea to t t IN F].'s deasoq oniexc othen auroral io wriein4 h IMNIN R and COX! hAr ftJR. Such ul r ,,l will Pat h suli,ct to the ixawdusa ofparaumph 9,11, - Oeriavnax nn ➢isaurec pJd F'M 1; 7H)31. will he the milnl imamate, of tit, yuir+trmx of Aft, C.vnrtti fasumcat. and )udgr of m, ceptatJJh., Oi the WnriCla, tm dicpumu nod Oth,: maucm rdatinv at, the acedxahilin .f the Work. , U. intatprwtion of the .".I.anrnts of ilk Galante, 1Ixum inn p,rlainirg to the T= for..mi" end fumi,hau, if Ua l 'ork and cioims ,,rule Art dc: I I oiLl I _ 11, tcmxet of chaulgcl in the Cau, mi Price of Coim'ao Tuum will h rcietr d Iaif tic m RV lINF"ht in wrn{np with a reuuct a" 1, !annn O'ca'nr. In a64Y1Ydan0. I, 11tni, pars witnll. Wrincn notices of each muh .taint, di,tnc or W., math, will Ir :hllrered be fnu ehtinmm to L:NGINTEt cud thz :uhc, inn}- m in, ;♦aaemcnt p.m, that in ta, ee,ot later Uno mr,, vesi afwa min stun n'th n'un..u, % .w- it ci, to, rise 9xr Ifi and "in" fry m rm dam trill be su nuu •J ni fink NKHR and Ue oihet pony wihin siwn <iars alter inz sr. t ' act, d turettac or t., uNas �eC I17.CR allows udlidonal (km,ul d time tin em of sa, da of addition,, (nmxc .roam,, dim in mJ a,t, Oise h d its, dupme.. txhet nt INT. TR ap xit� lnm' iha!1 n 11.0 urn' i, "la e w L,iimI:of th and tin' al , 4,1 ,alimi l wi da,a afiut rFT Of the doitna1 1 ins, aulmdaal 61 ,dLi IvImm kl .... ato :toe time}. h: ,jav, alu, ,ip, a in, (kc3sinn it v,obn veal,( Min.. �tdu+.m«ip ll tnz ,Beningpan," t+ibminut, if arc'- to .,,io, ea 1 t lit : p'u 1, or L1aSI?3)SR'v- nriuttn dmisiun on :auth c'daim, ctiapnle iu atm-artatle,RACI OR ha Iin d v a ui xling U NI }'i en U11IlUtCTOR ache _t m ,im limit, m e t t 'Em I n 'm-.ken withir. [he time iti, i and ire aeex:rdane: with the e,,46, �..t forth in E:^:m, , (C-? NliR um t4 a Bede..+sarm,nCt '. Anito lI ern OlLVL!Raan, Ci It,L, C;7OR. , "izi"It lU ha, tG. a (Ail if nn such binpuk Rcratluoon Arucammt ha, f It tnmtixl iiuu, a written nodes of intention i. ap.I Gum L*k7RstL?ftR'a CONI CrORn delis had e Wn7[R Oa Ow,ttpC'at, te' the , I aw, tI. ..A Iut'! a .haft thhty 1 ,Its the Itte of men du.l n1. ism, u (Oral pros ring ooi aitulei Ih- I>caoih anpi ut Faade, eontpttent iurisije,. n m - I.,v such jico 11, m remedies anthe.appealne limy' machavesith" tu, toeudt cLit" asiwm v otinr m,oh in a.cad:mm with e u,,,, Iif ... and i:eylmtim within sine Jars Ol 1h, dvm of such ti1CU: tKMXALCC'P'UIiION' Alb & 114'n£,patry rv:1M 0171MI CT11.IJ ,;1111DIVlCtltl(1N!;IRI:l' Ir'_atxt, E dcai,on unlrm elite in aE ti p m t r hy' OR"NLIt and CC)', I T ACTOR. "A'. 1%111cn fia=i(it t' as iatamea, am ad,uc un(kt p ,unapt 9.10 and 11 ENCIIN :His will u , ahOn' ma,,al m m OV, h;R n ON MACTOR.and will nest h liable In tv.m tioa with mng imemo, a fie . or dariaion rertduzd in pond ihi81 in :mcll capac!ty. The mndew, oC o Jcat4tin rn ENGIN C62 rnarsuam I,, p ,,,uoa* °. 1!1, er °.1) "(11 ,csavu1 to mn aut41 elamt_ tLxl,tuly of cUxr minter (esagn ar, hihhave Otto seircd bcth,iaikim, or aueeptxnee ,I fmu, paint. ., provided in paragraph 14.14j will be a .,ham, Precedent to mny cvacx n O'N,ik , t O-IT'ACTOi 's 'nrighie (s emedles a "thin ma}' otherwise have arid, -'he Ooomaut I'mi m at, m m Law, w Idcgula6orc m oeq cr I,!am' inch eatm, dimputt mother matte, tm,aem to :AAwle 10 9.13. Lmilmiena rm n(WAE'!4R'e dulharitp and Re+po,,db miec' Neither ENGINPEV, authcvin' tw' t y uiblliu imwu the Amid, 4 u u d rIaw Otha tvr...... .Fitt, C. m..O"roment t aavdeeiaiuu mad, fro 91G1NHrik In eond faith tithe to osarcim of nvl nuuh tmth.rit... remntnlrilit}I, fee atitim k'i, wrc zr nr pedant,... of an tuthrein .i: ,tuats161'm I+ P M,\FlmR aitall vn, tc ingnm of uee nst 10 ato rut ,,seed hr iry JuvtiLR tc, (. 1r'1'kACI'OP. am' Su,rcanr aor, xm' Siijmher, asp Other person or ,rcane,aunr.. e, to am' numm foe or cauplOc,rc or aunt Of any' ,ea than, Y.131 IiNGINtd'n l: will not sup, rcis, dlrroc a mrtl ar Iraac xun xnc Ova: ar lx lerp.mvfiic for (")NI RAf,rCF.. hrnu n hd tatty cs uluutc.l or pRKvtlxl, d c,on.xuu. n tr the vni,,t, pl,,adlw is and ptw__tnms inct kv the, ta., 0 [,,1 m iy I Ir " 0 NPR.,A,d'ORu) world' ,Ih Ca"tail Repuintice, mpplirshic to tie fu mi3dreg- t }xrora usz Jaat N eik r:N,iIhITJR will n01 he rcupartvblx fat CON''TR3CTOR", failure to N,fam of fimuah Um A'etl: to ucu: rdvnct "ll, Im, (}attract f8mtI It, A 1..-. L ' FMEi3R ,ill not he Teq,rwihle lkx the. acre m otnutiiar of t' eN77UtC7"OR or of am' sm,ct- im. am, ' Supnlir, m .I am' mi", paaun m orgma eamkm pat em b, or fa ras'hie tm' of de, Wotll: ENGI-N E'rK:rI,,I,, of the his; AppLwGnt Ikn Iacm,,ri un;i avatxnpnny eta d,,ca."tnlun and ,iliulmintcrmtzr and opnaini irnvuuiol, adtedules smmuntea Ilnndc ant! 11tt111natea of Itu._xcuae tcv1 and zmprovahv mud O'dtc: Jowmentxti on ....itcu tO be 7tend M rove, ph lit vnll unh hr to dntsm < uerx,^a(Iv that thei,'omen! c tmplie'S t. iln 9 auµ bane" s s td in the rase o1'e'li tmtc, A m Maio.M. lasts am; upJxovmla ilssn the results srliGad ind"t, nt mhmna edtn, the Cotmuct D"etia"rili 7. G5.'I'tie limimtiona upon outherm and Ell hp,d, iioiluo vt ittll'nt tlti, pnrarapb,, vmlliw aJ. pL= t ;%vrG Lvr uR's Qvsulu nt. kceldam F'n?icct Reptemanativr and a.iatants ARTM IN IU-CIIAINGFS IA" 111 INORk P•'idunrt Invalihi.. thr Atcrnwm maid "Ithaut tiu« «, anc vway. Chll-P Efl m at any tuna o; Crznn tinm m time. o:dcr additlone, al alms vs ,redo,- e I. the 4\'orL tiucSt tu9dinans, uticticns or ha"itcns will he authorvccf by e lliitlrn Antcndmrn� a C'Pt hi Order. a a ll—t Chance Dire.:uee. Gpotreceipt al a uch document. f'C)Jd1IZAGTCh12 shell pramppttlz prwecd w9th the U'm4: invobW ssfiidt yr ill h perCarIneJ unu�t Vs anplln'hlc. a ndm;ue of the c;tmtrnet I Socumcna (c«min. av ot}Kn: ere l-'ef[6etdh'Ptrcidedl. lit-: ti OWNER and CU,71IBz4CIOR arc urrttbl, m aercc u to the nmrnt. it :mc, n( an aopdii,m fn the Coraraat hies• Is un adld"tment of iha Ce..I'= -1 imv" that should Msali."d as a rvadi ePa I\ "k (limit. Dbercice_ h claim ma_c it made thcraior as rarnadcd m .Article i I or �ArticF I_, 1, II CO'=t Ii iC 'r Iin, 11 not br cnrid, C.dr � i, ri,, c inch• Cant w Nice o: : crimmiil of tie Gomrz ct f d 11i tciu h alxu uh un} Wod. Ix°fonnnddn n,..Idwd .,hd th. (.mtvats U","IIYL. nmrAIII mod;ded end it th'. rToed w,p ,,,ai in pI.III, hs ?' andz,6, cyc'-; ,' de: c11w d im itcr.;onop a: , i%I d ur, rdrm,Japh G._b cu in the race n( unaov cr(mv, ❑'nrk vs procidul in ptwgrym 7:9. 10.4clt NEN 'nd CUNTRA'l Olt Ashl rz vm app g mtc Ch"ga ONen taxanufa it C'�.IJLkECR I,v Wn14 n Amtv¢Imemel cacmrni lo4I dtw •c. iu tltt. II,dk 4mc.{i)ordcrcd by Ov,NRR pursmmt m pvamanh 1111, cd) rcqunzd L+a.au,e of msrpmnev a AGemv U'af: d.i,: nragreph 13_I . h v rrc:dng d r vd i?'ork un 1,I ! egrttph 1374-('-tra_«�3 «l'7 Inks; t114:,. dnmcsa ut III, Corot Ricz or Contract Tfmc: wbhth errs qu... I uh by tha pa ... va: and TmA ;,,h n, In t th Qmrr t.t f r ere a: Comrwt Timvn uhieh un'naie the zubswnce of am wooer, dwisirm rciij=j 5-JCrIVk'Eh pursuant to parupntph S.I 7: ryoeulul timt, in liu' a ezncuanp am ouch f,:iu:rce Chda- an appeal mar 1, wkrn Gem III, such derision io ac rnt&mtx with the tvnvtmons (itthe Ci. t act ! wIih t9 and aiiicabla L." urul durinu LdI, such np,>-x_ I_ON'I14.A-1'0I. shall ..ur m tlu ?pod: uml adhere tv the prncros schedtila m pn Bided in 105. If troli:[ If on, chungx alfeanl Tic ecrntai sculx of In, U'ork or irc m hston: of the Cnnttac: rocu none; GF'tAtrthFBiL CoN1,11 nwmN(I"N EJman I M ol-Prn(1 01t IA va N I N A I TCA1 I ONI, IIII: .I ^II�; Ctm3 ii 1 . bul na im it' lo. Cwhill t t ei. Contwel Tim,) 11 Inquired hr it. proeh,,nii of arn' I3txtd U, h, picrn to I m¢u-. the gh ing oC am' suuh notice- Dili a CQ'.dT� 1CTOIG rc...... ipt mxl the umoimt of mh app7icabk Htmd uifi Iz adiu icd aaordinglp AR I K LP. 1I-CNA;FGF OF CON MAC7" PRICE I1.1.. 'i nt Crnttmct Trim inn°.tituvs the mtzl arnl I uum (euhlvaU h nc3 adN'mh m jpa}V'hlc to Lxl d ) { .11' nmg the l 11111 .hll rhpicIl rents Iwil (RAI and tdhl unI III sv)V Kl k ?t urderN=:en bpC I h=tr")it,,h IIF nt Uti:'h lt;l'nR's ugteme tvitlr,wt chan¢c uxho Q;n= I}ice 11 - 'Ihc Chm d,, Ifice nos nnh''i 1hanpcd b? u Channc Grciq aH 1, It 11'ritian ;4ncndmcnt. Al, claim. III, an adjusmem 'in tlm C.mrm; 74icc ,,,It lu Ime,J nn ,,tahto ,, dellvc:ed b: tha IA,h m kvut the claim to III, tI; :ram' xnd a r'-' 1JNUER 1u lnptls• ibu' III no avem IAter than In"l-, rmvs7 I'lrs the 5nm oC the ex:amrrnu. oc wem gicutg nsa tom, claim and ; m mgIII, °+,tmxal mnura of tls licti,11 I odnl oIII IdllliIM 11 Ol maim with supztruru_ lout shall tu• dellvarcc widun sIv 'i" ,h, the part oteuil occurretme or eetell funlass FdGj F. dllsvc tIdditio mI tiInr &n II III m suimtn add I of pare atat air. tL to m sul pw of the datml and shill' N atcwnt=tined he 1l3u10111:110trn nuaanait Thdi Thl ddihsmhmti nIin ei """ 'Ill J' n,vn;I I"IMato which the dawvmt i ehlilkd J sd i of ^.Bid went_ AH d'ri s Gar adiusuntmt in the C our t Pnce smd[ h RI¢nuuxd bi t A FEFR in accordance :cifn I ... Iidph `.LII if (:%,ii UR and W I K ✓'IOR ctmrr ll dw uu m thx uwoun' n invnl d o clavft In dfits'mun n'h. Cahm,uI I,ill J valid if , x t tied in c a )I J, -ith thu I =- I n, ndde If ;I,, IyM erns ( he .) Chvnge Omer cr of ;ins eSuim Inr a IIJI.wutx in tb: ronu:rt R:« trill ix dscnnu < slollosys: I i�.l. tehem the wthl. involved is anvemd 'ov nn(t n ,c, u:maioui in tha Cantrau th�utmcnt:. in' agplJimm oCsuin trait prize,. to the 9uantitic chi 0fc hems ioenlend ixui jen to th ,incisions td P JY ok A'i fximgmfiri I 9.1 dvough 11N3. uclunn•e) I Li._. whee the W'ark irnalc,cl is nN ce,wed b•' not pri cor min I in in, Cmi fhaumenu by it mmudiy macead I,olor basis, ini Imnp amn l htch ni include an aImwar ce far ncemecd odd jxuht not necizaamik in accocLon" with pompmph 1 Il6.21'. I I rhac the Work un'oh<d is of t e and by oral Obis; ammmi in the Comma fk.a,,dls and time ..... i «, a lump sun, is mL ri wrier penngrnph 113,2, on the halls of the Cat of the Work (determined its prrwukd. in "ingrom. I I-' xnd 11,5) pins n CO%TRAC]IOR§ lee Iw dwentcd mid pnfn (d,ternamed as pmwidcd in fnrteroph 11.6) Caw nfrhe I{ "ask: 11.4 '1'Ix recent C. of the IN ark mean tie cum of all costs rea.urihmarred and paid b, CO\TRACTOR in the prop leer e.a f the Won: h atne athcrw•ise mar 1 ry-n,,d , in aim h. OWN. 1 I " t . sin shill he w amoon, no hglx Linn it. mevnihn; m the I..ldv of the I r doct, shill mcli d- avlw me iolinwinc items and dsdl not include one of Or, cues ncnti,d in ry+.memph 11 A.LAtvroll cons for toplo.ecs in the direct employ te COK'I'KAt[OR in ti,c fmrfhmmne, of din WorL order sch&lti N lob clacvnctuons ngned urym hw OWNNR and CON'1'6A(7i' )If. Such anpinyws still indueh ,d,mc It.nRdion sopedmeidents, maremen and ,the, pe.im el anploysi full-time in the cueimiroll aotts for emplrn=ns not emplm.d fullaime m to, Wrzk shill del npponfmted on the hi if thcv unI, slant an the W(rri;. Rowell o(nu still iod"'I _ bnaal. be Iuniled Ile :a Wrier and wipe., plus for ci of Ginty homed'. which swill include i t octnn a;uribnicnx t mt neI o em, e,_w and pit...it[ t e umtkas' umixtu tior. hcxlih and reure n<n•. be,i Neo. a. sieik^hwvewaottunrcrm l.kAiJnMlmF ui>hllntble dret,to The zxT his of pi Vlork all,, «euler w orkite harm., nit Samrdxc. Shi ,, l"al Imlieli hall Le in:audrd m the nbuc to in, ,ecor xulhurimd 1, on'f' l 11.4._ C,ce of x1I nniteriuls urd < onion rtl famished and ucaoq Muted in the Work tv),xire oust; of ininnomnation sad ttornw. dr r of ind 1t pplicrs held z es r uuir,d in cordection therewith All u sh di:i,m. hill ri In CO IR1C ION anti.,, CY?SCi, dquutts hard, will, CONTLACPR wifir which to nick, pmmem, or which cxm the msh disawnis sha11 mime I,, 011q< R. All trade dificounte. rebates ir! redinds call ticturn, l c m .ode of urptus IrMllinil Had 14.1filoeml shill x roc In UW cR - rod CON Il' W I OR cledi nr ke pe onions an twit to., ma.' be obminW IIA i. Iw nacnte made hi CONrIb1C'I'OR to the S lvtnsa w" ha tbbh: "'four c m fnoutd,ed Is utcim,.utwc If required h' OWNhk t:JC'DM Of I lIK1 CrnUITIINdY 111 CA It1IN B.Lunn 04 nl Clll'VPHIIU COLLIN:: NIHIIHCA llON4IXF]JlJuuw CONTRA CI'OR d,all ninon' mmlxtitly e. IA frrnn Sulcontmaora ac'v abtc to 0ll4QGR mid COhi'RAITOR and shill ddiect such bids to OWNER ,no will tr n dermas ^. witn de novice of LNC I ELI. whin Indic, if ung will be iocciicd, If no solocamorm or, ie, that the "Suhcn n mr ix to 11 w,ill or the btais ur Goat of lire 1Vod: Our; x fee. Ih, .fimneammenn's Col of dr, 1 ' I until lie droll he dctammal to the sme mimic, us CONTRACTOR', Qst or the '0.'el uml fcc , wwii in 1 rapt-114, II_ ILG and Il., All .ben, ntr its shall rx sub feet to are the, {n "i.orc of the Cmtmetl nancem"darinral applunhle 11 44. Co, if specom carratlmnts bommime but not limited to enimecre a h tcer. mating hlsnuriec. cone ors. untnnrs and u-i.,. .crab) c..pin.ed for aenieea spaucxlh r..lmid to fix A.L. 11.4.5 Supplemerad writs ineddinp um fnikm'in,, 14 rl. 11" I oq o tinn ol" neccvan t angvtnrnn to d v111 ,dole"" cvpem" of MO I'RACI(IR's cmi incurred in on,cimmc ohduties wrnttvd whit the vl cL, 11 4.3,2. Ctus: iock,Ln" tmnsllontru"n :red nmfntetince, of all nmeiirnS Rrgtlia. cwipmem• machinate, arpliahccs. otLa: and tahme ary Lnailitks ni the sin: and Kind tunic rat awned hill th, worker. which an: consutn.d in the itudrmnunn of rim 1 i„ and arc In'" marked raluc of such bents r.,d hot r. axrnumed which remain die p,gtcnc of CONTRACTOR. 1.1 4,5.i, Rmn6 of all coo'u ,ion eyuipnlew mid madd,mrw ohs the Imrts d,aeof ,wm ier n:nleJ d m COI TRACTOR or otrwn'm uxrnoa, unh ocaud rr -tit ou, ofg ,ed bit' WN'ER'al, da. mjv'iIli\CtNE and the .e of Imn,ixnvnon loaWri urd adin_. installation diemamlitm_ nrui re.niocul Ihneof-.II acntidmcc w:in, tcmty of aid ranml xgt"ancnu lax renal of ante .umh cyntpntrni. miclUall" Lie a r shill ea1 when the use Ilmr f is no limner neue"i'. f the I 1 4,: 4. Snle> eon ume:, use or similar eixcs related m the Work, not 1. whmh CO -TRACTOR t, liable, impmneil I. Lau, cad h e ululwn;. I I.4.z!. r I"nu, loll for "t x- ma town n Jr"eace of COIMf ACTCJR no, Suheandran, or am'one direct" u: Indolith rpl ,dhr an, of them r. Il.,hs. t on I d, m nix; be haol t 1 rovidi, . ,its nail I ors doe I ma, mul Lcaues 114Nil' Loo, udJ knonue, fond rdmed cs(¢nas)caused Is, damage m the. \V,,,r, ma vompcmn'd tit' Immit". or otlenvlse. susuilmd M' C;(Y,.°'I'kM:fOR In conneutiun with the and lunn dung of Ihr ll'a, fccarpt ILi.S Cum!. :hw to thr n.:Jccncc nl t._. =wonto, lays .'al aalmzars widdn lit, 'Ieda tihlc amoom, CONTRACTOR, anc SuhLaal o, m:vanw of pl.,mne insuall cstttbi.1a,d by OWNER in directly or iadirccdc employed by a., Ui them or Rn r. ntwu6nw.r with Ixtn fomin Jl Rr,,, aicd am,, who, ana amOI them mac br dablc, mduiing cot Ixn•: ..!!tied from tithe, then the nvl limited tothe nmauidn of :wfrcmr 11uL e hmme er CON I RAC)TOR, mw chemmal of mnlrrmh or r,an,ow. ante stpIl �. SuX�ambanol, w anyone drWIv. of indirutl}' amlwlkin_uocdaw, iwmnurtlno"Crn. emplaed be anc of them or for hem,, note oill df them nme Ir liable. Such loses shall ineiuda 1I.S.o. Ud.. dvcmco['. tr aa,.rd egwrm� eoae; of o,tthmrnL: ..tacla k th Llm "'itlrn c.m and um' aiad and Lim ruts of all item Jim ,tweilwelk_ told of cl.1 of MNTR :CI, arl;.h lamce. Eilmugts cxylealf vulufk:i inpluagr:,Ith 1 I-. and C.111CIY0.'ti SF:dII bt' il,,IUdl in the C,vl ul the u ttlolk dv LB.' pdr1ia1. of dz(,,ic ine III The CON 'I'RACI'C7R'c fee allowed ul cu-'MACfUR`' fro. If. mwmt:. Imo sudl 1. CON"I'RACI'OR fir tw.xhcvJ and moaL 'hull Fc of tharmi rcaptires recoan ,al and dea,ranaed It, Ihllnus'. CONIIACIMR is plat m char,w ahcrcol. CON MACfOR ::fall Ix mlid Got :m Ice' d ice I I i..l. a muwalk accephtbile fixed act. of proponinrele to thnl sated in fnnnmrnph 1 l.o._ I lb._. I. fixed fee is nut aglaad ulxn. Ihcn o frc 11 4..7 '1'ht cm of Il ftwl and 6nor loud an. the RAkwnnc err omal of the c.oam, facilities m the siLe f,mions of the Com of the U'ork. 114.5S, 119ul exjw,ntel such a4 to emlims, I I d'_.1. 111, .a tt IIIeLlllld Itlaill Ic amone, to:'phone col" "!'porn' acre ice It, cal mmg pht I :.- I and 11 : :, Ilte the sin:, ntor,ccow and mar lm mntr ct_n. memo In CON I"RAM OW., fee skill he lflecn ptTmnn eooncc oo will the 1%tall 116.C] for axe incurred unalcr 11 1. ([aa 111 p ""Imas Vol addnirnwl hood' Iuuagmpl, 11 43- dw CC)n I"i2ACT C)R's I,, .,Intl aml to llowe'NulleJ beams of changes in ow it live p"Coh. IN mle w.+ 11.6.1", whore "o, m nuvt tiers of 1 L+, 1 he arno Cctt of Ih, Rork sh:dl not include ten' ol suhenmmas arc on Ile, basis of Cam n7 the We'll dw fitllnwul,, plus n tee all m lixcd ter a: ngmcd u}wa the Intent of ter eapitt 11 4-1- 11 a.J. 11 J.; and 11.5] R vr.11 amis mad ,the. comporentian of 1 i.L;'_ is dolt the Sulnonanmml on acwmil, u COM'IZACTCl1ix "mice.:. esc:ul prmn,l,, iof "fora a funiNs'thr 1Y+mk, m wMwcrr tin. Ismneadnp and rill III op tomdp,,, aenetal nr owl hill Is Imd a fce of fdieeh N..... .f the aml m�•inreet mco w'ls. ealin,alNS, autnw"' audaar's ll Uv "Ich Sdhmolmdoa under Inrnm'nphc ._, nrenuntam, purdlasmg nnl n,maacom. atoms. 114,1 mad 11.4= laid mil nn, hpo ua eremite,,, unw1,.-pers. leak, aad othn IE,4rvwl Su6commnde ow.. COST RIC'I'CtR will ad, h, cmpl,"d N' COXI'RAC"I'OR wlwdly at the uIc a in and a fn .of Go<-prl.xml oI,dw amo,m.ryad-1,1 ". C0711RAC'IUR', plam,,,JI o, a haunch ,fl , kn UY fItta! 111oIr 11 SobIllawla r'. ill br all n,u ,I 6,,ow'Il l+lltlm,ev,, in tf th, ll c(}- tilld no ej,'i ealh' in, 1.1,1%afi 11 Ill �xL, not IN tc�,.."J Ineidded In th 'L'Ik'."1 allot, acland.1, tl )tl, fi ( '.al u1 In ...... n: 1'.od 1 the lom I.... er Ll:ttivltr.Illxm.' rel[rt21 In (%IfapInlMl I i.,.l n" Sulmrl !:ulna_ slaciil call lmnmmph 11 a s,Jl of which o" III IV rood .red ad ....'Clu" +x,It, coveted he dw 116.1.1 ., I,, sholl a, Rx+cahk rnI th.' ht.xis .-. COIdRRR_TI'Ok,l,-. ut Cosa: Ilcmved aa- peru,m , IA:. I14.9 and 1 I <I IL= iigxnss of CUMT4c'I'OR':. Ialmnlcl and banch offiu:: wo l than C'ON'TRA^.TOR's of at 11 u._5. the nmoum of cralil an Ill .11...I[ the site. Ig COIdn'RACI'OR to QVNHlily Lt. cmmpr whia:il asults in a net d<crcarr In poet trill N the I I: t3. Anc .It of C'O:� I'iACTCIR" Lwpnld um till Ill, alaual net dl lle.'e in Loa flu' a axpcnaec, uadmi it t , COVrfeICTORs ood.noa u, CON I R.ACTOR 'I,, lbe Iry' III' anttunl eapilld emakrn cd 4n the \lank and dmr ms against .dual to tiro v,,,at of.math let der rase. sold — CO T[LAC'MR Ibr 011allucal ro nra-me I1.6.'_6 when both addil and ..edit, ar, 11 -' C'st of ollouunls fin all [tmda nod fw all mcuived al am ode cMllmc. till adlumneul m ._. in.ama, when er or nn COS' T RACTOR is rcdd6ed 1-'0117R.ACI'NR', fee'twit ill IUrllpnald on the rw the Contract Iltcuments it, pumni Imd maintain me'ls of the he. date,' to 11.0 6,nce whit IR some iClctllt in: Im xr, of mlmiumn cnvarcd by parngrephv I I ].I through I I Ii.'_.i, inclal —' vub,m, nopi: Il A.S.P eh„-d, 11.7. Whenevu the co,'. of on tPorl: is to he CICUC GL"F 'V, CONLAl1C," 1 v I aS (I 'NI E4tlnIll 11 _. I,Inn- oP rna i cC4.1n' kkflll ICAI ON:, nuclenw, u Ild 0 i1 I li� u F{_ xl, r 0 AI TI defi m oned pursuant to luragntplu I I : :ma 1 Li, C.'ONTitACI'OR hill esinhim and mxintai,, uxrnds thereof in :ucortinncr ,ilh.gene:xllr xlemed ulountim, prxa ,, and n.nm i it It nn l ,,oihdr itr t IN ER on nrnty dcoA hrwkd. t thcl nAhsinn.,ifingo Jlna Cmit .tlhm'unces: 1 In, It in unticrsto(A thxl Cp:?'RAM CYK hu inelnded in Ilx C.tmuxet P'i'e 111 II ..n so )won't in Ihv Cones t Fnutmentc nnil nhall IY the Works I, n.nl I,, be furnished scd Rrfum'v fo sv;h m nily he ncmpmhle to OWNER and FNGINEFIR. C.ON f RACfOR uprcnthat 11. s.l. the nllm"- es ilwlud vw liq u) CON R.\CI'OK (Ica: um vmAic b1w& Jimounu) n, mau-ml and awpmem r,qun d M'thc all.emca w be odwe"dnt den site and all urolfinble nixes: and I I.E._ CONTRACTOR', on, Le aloud% Nnd nattdlim no the silo. latsx, inamllotion ccsis. n: C'hcnd' RoOI xI'd odcl e'rini s cr.ncmpm'u fa; the e nlloo, s hrve heen mended in the Cnmmat Pore and nntio the allm.nnms and no dcm:md fin, nJdilinnal r.vmaa o,, nc.unl of on. uth, forgoing will he'nhd." Rion. tlmlfmmed' 1.pnnpria'l^huge O:dm u ill Ie Issued as rcu.m meonkd in h h2I4FR to i,lleci xau i nmonma due CON I RAf7 I OR on acmwa of lk o L cn.emd h, all.nrlsc and the C"unet Itia .ahYll he xmsprntdindp udiuscd 11.9. Rnir Price 11 "'k I I H 7. Wh"ce it,, C'nnti n'! I k cummou prmdde jut all or pun of thr Wilk 6 to ho Unit Puce il'Inl.. invialh' the Canso) Pr¢e will he. ti ,,,ed ut mCiude lie all nil Ni'Wod rmmm epnl In we Into of llc Uhl.lral unit pu e. @I each vep•nI h d'elitod Item of )licit-Ptic, WoIlt: antes th. evmnu-d ommll} M n.b item ur. inflamed In the A,n,on,m. Thr ^Imatnd quinine: of iu'ms of knit Trott %\ ork m' x cuncmteed and Inc 'del. to, Ih, pugnx of a m putuvm of Bid and d"'Iminim, no mint GmuaI ! ftin Detenninutc r. of OIe a wad quintime, and dllvilwm unv of 4ni( Itilx Uurk Nilbmmed hi CONIR,C)'OR ,.If he mxd by T:KG@i117R in aelidanm oriel remrpunt p_In, 1 le3zi, um: nif Ix dam d I ncluJc an Ilne CON A tIP 1".CAC I) i,nlx .fill n u c n COJ?kmitfdite ovencaJ .+etd lentil Cu eneh xpa:utds' idemiLed vet:_ I 11 1 O%X:Tat In rM7RAC'FQP ma makl. d Im fen no nhust m in th1 Kunsan trice m wd n(e with uu 1 11 it: 1 !.0..1. 6,, gu:mtip' or:me. imnl of Limit {4ie< work Ndo mal h. CONI'ItAOI'OIt differs ente is 1, arts, miG nmlp b(I ut eninmmd yunnulm ofat h item 'ndwamel to It +¢namen U.VO(i6ktWV. CCI<UIIl OM13 I' 9111sfl"` ILAIian 11 .111 Fi-OF, OItT (,YJ1.111v'J V 10111cw] (IN 111(M 1P.rmut nml 11.'.L3 =. then is no wineswnding xmhusweni nh rslxn to nio dhc:arm el Nntk; and it ). if OHIRACl'OR helres'ev tint CJ:\TRACTOR a entitledi tc xn I=e. in Cbmmcm Mice ns n refill of nivina, incurred addinorml aqunr: om OWNER bale... Ina O I"LR is entitled I" a drueax 'n GonuaG RicY old the panie, en, ll'1 hl, to 1JK NS to in, umountofmm. 1mh10'1 xnrd:.reax. 119?4C'QNI'PSCf OR acknolved-1 tad In, C WNHR fills th, rlohl losdd nr delete ntems u, the Hld Ia hlu qu mj rem pt cril Al RS sal' nix enon m'tfv t fitltim, if, Comma I1 s or mo r1rommol It.m w Inn, its Ih dcktnn ar aJdm m IAx no' ctmcd 11.e1I1_c_IIVCKnz' of in, orimoxl In n1 Col nnt I' 'a Alt"IICLE 12—CI ANCR OIeCO.MRAC 'I TI\ItS ❑A. 'I'h. Conimcm "I'ime, Qn Miltnlon,,) may ciw he r:n mx d 1 Cf �,1 Ord I or it It r i m AmuriLoomi_ e\m clam' Ca I I ani.mern of We continc, Tune' : r hdil'atrn vl shall ls, i... nt "Tithe n uu lot the imrty mnnni; the dLami 10 the other pnny and to IJdCt2lEliR pranpth (ben in no c,,m 1;w dish thing 'i"') afic. the xounela of a..rent civil@ fill to 6m elmm and ,um th, ecn r.Il messe of the claim. Kai, of th c. v:nl of Ill,joint with nIM,aing inui nfmll lu dell.oral within s i, dune after weh a:mnrenee ivnlm- I-'loWNEfR allows ntL,lltiol it lime In xslnmi twee oaaunne dxu. in :aIpfvn of the 'lion) and shill he weanpumed In'lit.. dminanl'S written Nmemorm that the ullur m m - I'Inn J is it,, enwo ad.insu"'.11 lo Mit'li'th, ,im t I I t4nn to !,]I,, , It e, ant) i . ravlm of the o, vmna of wtid eat .All claim for ndryswent in the Conumx M1l ics fol Mficmmie�i shell be delermhwd lit' T-NCUN%ER it acnvdn¢c ''ill, pamg:aph9.11 if 011 iNE.R ;nil CONTRACT nk enon. e.thr 'Ise. nta. Nit dau. I anIfiu vn i in in, CnItiniez TmIe, lv blilc'r nI null fit laud do c. ,abmin 1 In nmd,mcc u'nh the rapI rn: n.,.,gn ph I ].I. I'_. Al time now, weed in file Colamet E><mmumm are of m . It fi c A n ten•. C.; {fir I:OhIRm(AOR ix fl,,med hom "Imil ten( no, lxn! cf du l\cv 4: " nit the Cwouam Times {ol Milemme) du:: to <bl:mv h+vnJ th control of CO\-TRAC IOR. Ilt, Ccnuud 1 is fun Milawncs) mill h %-,ncmdt,d in no amotim cipoil it, time 1)n du' In such dvlx) I im is m u In dot to fit'dcJ in wIx_tulh I Dell" Ixcond llvmol of CONTRACTOR stall include. lien not n, limited In, xms o: neglect icy Ol1N`EK act: or nepdat of wilit, oencn, u other nsrnmanrs f nibrm g other mefuk n, emtempnu,d to i.wf; 7. fucs. I'low, I IJ m's. tSnu t I 'eathn mneh on or natx of t >,1 I''ko, aurihumhf In and P :nJrin the mmuN OI a Suhetmamuo• Or Supplier shill Is deemed In le. doia... ithin dte eomml Of CONTP—ACTOR. 124. \'Jhrm CO'_�PI'[fACf=CR i lxrvenlecl fnmh !npin o" ao, pan W the R.rzk vitit'm Jn Carman Tina;; Oru:,fiiasmrrst dta• tO delnc heav+nd the anar.l of Muh MkWER and CfJNMAC'I'OL an eaatsion of the Comae; Tma, for Milestones) is An amvatr', c, ... aI to We tiro: kw.. duv w sueh delay ahnll ix CUNTIUI('I`OR'a aAi and ce k.;r c rentcJ for wdh Jeluo In n. eat sl'I'll CAVNIER Ix liable w WN, ILACI'(b(. nna Subamtmnor, .1 Supplier. = rater Jerson or rapaniution a In am' suture for or ompiopr .r .cent of oar of thrnt. tm Jam ia' out of or rrwltim, from (l Jell"' tmus-d Is or within the cwvnl ,I Ne CPN'I'RAMOR, rn to, delay, hey.nd the control a"hdh panics mdudmg but nit, limncd w. fire.. OaaL, epidemic. nLvm.mul h,euth, eoadmoax net, of G.d or aeu x helm: h, milk, oa n•ra rn Wha eun .,ci. Icrfrntmne o6st w,ek n ecntcmplvled by Anialc.7 ARTICLE 13-'ilS1'S AND INSPECTIONS: CORN 2CTION• RRA 10%A1. OR nCC FT ANC OF DI-17iC171 "7:1ti ORA 13.1. !\'mice rtf befeor, ltomp nmino of nil dgkel vc tlbrl:.1 which OWNER or I:N' IP 1.1'il: haveemal krarvle:L: uli .x ..real m COs'fR:\CfOR Ad[ k-hc t 1l\el: ,,a, I, ,,,eewd- u,rtrmd w.vuaTaed as pm uiod m this Article G. I""' ,, W"A.; I?'_ ON it LR ENGINEER, ENGINEER', Conulwla% Wtaa repe'-'= ,e, nml persrrmd of OWNER, inmflemirnl roalaa lllbommn,vmd gnrcrora,rltal aamnaa with juriuliai,xml cnarAs rain hay, amrs.'w the Wed: at rexnambir-times fo: their oburani.c inai IdTllt u.d testircv. C(3DT IUC'TLtA shall proved" tam. proper and afe axmJ'moos fa each t¢ec:. trod u!"mc them of 7ONTRAM OR me al?npn.mdores ami p of-r roes w OW thev mac amtply thnnyith as appla'atbk. Trcc and In.yureeinns C+3 f,ead F1AC:T(h, ,,.', ,al IN.1led1 R Mlm— rx+der of'.o, lL of the .11 fro all r"ith to t eulvoirmd Ieus ,u uppnrvxla. and cull mtFKnne +edit ut'.rcnun :m" !sling pnr:umncl m mCil ivae.:.quinvl invpaaaicma rr tests. 1 s J CANE, shall emp4n' nna pit Ira Ott txn'¢e: of in<kpanwr.: testinc laocrat,n to a,fmt all inwuaiann im, .r nppravals TnCaattd be I., Contmm l,tucvma'nts oxeep:. 1%J.I. for inclneaivns tests or .1111"n4a covered M- Iemtgmpb 13S hAorc. 13.4 _ Oita costa mantel in eomtcetion with nsn or tm�uuon< conductul rarmunnt to rer'a2rlph 13F ,elox' shall h Ixtid a, plrn'ukd In tiled ,.graph 13 9_..1 . nr, othcrxa r "o riadiy pro, icled in tht- Conlrnct I: aocammts. 135, If Lmvs o:Regulationv fline Dubai: bed, Imei;c ivnsNcuorr myuhe an} I%M: for pan ihcaH i s7rcu ealw w Ix mtf etcd lw'd Or appnn•.d 'm';t rznpl..'m to Wtu; rxnmentati+red ash! dlkxci CON'tRACI Oli shill �i+ full rurethib" fro xne�m ag :rod cbtafitinu weh irnpeuiom, tress or appnwaL. pal all a is ill amra doli thernath, and fumish ENGI:r ER the rcyuir vnifntto of iN1111irm. Illo"orul. CO f LACOK shall nix+ M restammNc tm .rren.ute and "homing :rod shall JT1, all cost, Ia c.o"ewo' m ai, un;.- iWr eulm less a apprmnds mqui¢J for UWibKe- and ]i!C(Ri FIR:'., aeecputer of mate: irtl or cqutpmene to he inoanitaated in Jx \VOrk. or ar rl'ol" : 1, at, Jesacns. a aaaipmem suimnnal I, apf<rnal "nor w CONTR'%C'TORL9 purthux Jtxwi ear uwugxuntior. In I r, If am' Wo. , (er the ao - of milers; inns ism he msxand. 1,.,d Or opprrnj 1, .red M' CON'TRACfOR r,ilhoul vat .. .... nc of I.NGLNFIX It m1l, 11 r¢ptcs«d by I'iNfil]NX''. he uvicercmd roes oha•:enlian. 13.1. Ilnu+verim Work as It, .,l d in lnm,roph 1.36 shall h ra (Y)?:'I'RAC 'I"OR', Cq,w talws (:ONY.%('i'OI11wsx : I^flINGF:kt ,ly .ucxof CONTRA<'POR'e irLotwo to own the n:td I <WNF.I-k Ms na; ancd r,oln .n oneole Ixomprcv. in esptmu ao mete nmkc hnrnrrrin;; )leak 11 S if ;tm' lFark e, co,,,ed cnntmry tv the xiUWn acrtue:t of fNGN' EEl(, n rho., ii r,qu -d hp EF1G1'.�`hLI:. he wix+vernl Ix INCINY.ER3 ,). non trod r,P:a... I ut COATRACTOR, eepeme. 14 11 F!"C"iNF.F.R Cmtsidcrs .raw«^.tit'o-nit hlc lilt. c""'l 11'.rt: Ile .Isla ni by P.VGINEIT tx irtsperacl of te,,r"I by mheri fpp"lA•\Ci'(lre as ES:GSKLER's rcgaesL s101 un,> ,l, espox or otherwise make ;.nimble far ohzen:mott i"Iap unit ur mstmt� :a: F:NGLNLLR man tcquhc. Thai x,um of talc 'A mk in au1,111o. iumtshln^_ I'll nacaanv inNu, mataatl mad ,uipmm:. If it n found that such Ubrk is ra;k-rirq CO-M RAClI OR ,hall pay all clam¢ west. I... wcl damxga'auvul 'm, mLsin2. out of:x vreub', Gwv mmh uvuovaurg emaanr. of xnalLc iagzviion atnl te9tinu and of sole! .1m nplacemenl reaauavcutm. ra (including but na: Imbed to ail ales T r,,[ he n•111led ant oI warA .f mFx:rsj: ant OH?SiR sled' im "milled a, uo na,, t,:,, Je, w in L'nr C,, the 14icc. nil il' dtr patron a .unable «, ugwc :r. «. the at ll in 'Ville mxv makes e dxim Alin(,; no provide" ie FlrGde 11_ 1(, hRAGI a, wen l\'..uk. i, cri faun" to tx tieA•rrn;_ (t pt " et art : nude 1, .' ill,al ur marhm m the Conaact Price o; an cxm,,f of the .ta 1, r. i i ch for Tlflast.vq?4 or Iwth. dtnmi}' nnrihctshk m such uct>; rxtuc•w(ronnncns thus n �.x� "!lines. '7 a* cr or War mt.t.tn� auwtrtuno,::; nussvr_u,n� �' xwcril cepmure. ahrrvmlun, a*v1 iP the ila t, lu,niev n, ,,, rc(^.ta:an+ent and runnatrucfior� are. unable naec us tc Ih amoun) rn eUml thereof CV 17tJ ma mad.. a elaim rhr 10 n pnrvuLal in I I lriidusand !^_ 011XER A/alSmp the li-brd. hl(,. ll tire R'ark m ! Irn+e•, rn CO-6ACI'UR Gas to aupplr su(Licpart shllc °orkuy v sutabic mates rote rn uirynnn). or fires ro Cumish cn.lrim W the in mach a nn)'tnxl the aill rn:mplme-! lti od: cmform lathe Conlm:a ih,nun cat A1rl po mn xdc (J:1 ill, ,r ah hu \{-h., ;n am' .,.wd thwel until Ill, hi I %such nrde-hail hWWL imin:rted: hox-if.I, rl right of Cth, y.ie m sac)p the-iVurk shall nrn give rise to i dun' an the pan C( N14 'dR to e<eroioc This npnt for Nc bmcGt o! CDVI'LAM 'Ol: s rnhcr lxmc. Cnrrcaiare ar Fnnmtt(ajLef rive 14brk I-) 1, 11 requires M IftfjK Cf)ArF v'.jim silo pros ){nl a'rcaca. ht : mmx'I all rkeNxn {York, rcnzih.r nr nor tabnchrul. rmalled .v mmpiucd, or., it the N'wA h-vs lino miwt il ht f N61 Ni+. C remove it fnmr the eit. nd r pLrce II nal RA,"] th.t It, r a &fie,Tiro. (TPvIR A,-'] I W slwll rmt' all plainc, I damags cruxd Iw r sultirg firm x vamnimr or rem '.tiln'krdu>%t but zm, e.6 tv all ss ol'repror ar repinwlncm of teork o; Nfimr.1. ti.II. Cnrrecpon F'are..d' f l if -tti ere a n rv_ r h n e t of T, nb, , Ccib,J ucl TIc V,fln, s- , 1, t b b ih 1 Rahn m lc rh' t anti ' I an appl b; spa. al bur am... myui ai b) lh ; blv.ictPaa meniv. or M' ant arVq prodaom of Ih r: �irC Ile l Nt anp i`,,lm Ls found to he en'e. l iawl f\ ..t)iz shell pram Ne adthwa arm u O1 ti:1: alai i) tu,'nChn x vi)h 011 SR'n r*oUmt iastrudicns: [i) covmn such nafecn ! A"ork, or. if it iura lvcn rrr a ', by Ol ti th remove n Von the site and r yrl vs it with RLl"T dm) Is rm' kf Un-q xnd till sat h-,t kily tyre st rcansvr. nod r r k -:nry dam v mother KA ortherra.;,Rahn,to unitstherefrom II )."I 'u. 'Tll ll", prrnnl il' smplr ¢ith rho rmn.: ar such rm)n u,vu, n: m :r m r__cnec nh:rc ricrac mould ur vcioa+ rJ. of tn� m iLmuare_ r R{ eP'h ac Imt d Lj crn•a A vk wncusl or ibr r Iccletl {{'ork rm t d sod replaced. and all dxim+z crnts levees and dm)t ozuxcl \ o :uhinc fnmr s th cmm'rd arni rgac�,no..nt m ludo;. teal oat ted to all wud of of rcpla nrnl a: morL o[ e thasl will he Imi 1 h) Cd CON iidTR4C) OA. I Ins ,awns' nra rnnhulr. lka JUlpa 'Im t tiri )w .K Y lx,rc vutmranunl Ccmrhrcuon _r all {I A irzlt. II, umr'tion "n...I for Val I'm may man IT, run Gom an oarHc dart if so prorldcd ill the SpaeiGnmiaru er be Wriacn Antardnmm_ I IA"-' WITre and damam m eths �k rn ur'nna )In:: "IA ollrrnuK n, ¢tn'azowr H ldrwA' malting th meGomJ has ixen xrer,.ed. romored or rcnlac«i under atria mrrrctionpondmr lth"". clw'tioit stuCm1_A will by aa,ndd f,,T xn iaddilnmd pvRod of e. .tM - morn ,(ter nlch conxetion r rcmosvl mid rcpiacunmv tens Ixenmtiainctnn h' nnmplered. d ere}unnte n(Oe(eclrae F4'ark: 11311:.',,u'd of u{utmm anrear o ¢remand nnnl mnlaccmenl ,f eiufenk,: lVar);. ONh-GR (nrel rrrier'to EN,31NEER, rewmmendauen :ff anal fuyn)mt lif. F>N6T3FY.Rj {xniem To cxept rt ON rvpR mar do :u. C'S)7vIP4CTOR smrll pay 1: coins sL' loss' and dnmaga nonixrmNa OWNER' e-Nuation of and u�[enninntion to acccpl Sven dmk,c ,, {\-ork fzu:h exits to ix ap{v red 1, ITNGIVr'R a, to rnvmna8lma i Ifum such ncccptmn" uxurs pore t i NGINl3?g-e .urmmcndnGar. off .il },pane'.. a Change Omer will ix cvvw lncu:porotin-v, the n11. c rev islorss in the Contmot Documrnu with rwpoG to tlx: Work: and Oq'Ni;R rdn II Ix emulcd won appn prat dcnroax is the Contr Pticc,"!ifh 1 nia srcw Ile r-a}scc exm the onmont theme!_ C'll, wll mail make a ciar r therefor rs pr 'id d (n anic'm il. If the nwepran - , curs aliv such r ^ommcr,daiorx r n npluoprim: amr um will he paid he CZ A'T RAM I )], I. OW hRiR. Ores r', ER Ala, Carrea D f ai.r Wrrrh I - .la. IfCON ,KAC Clk failsnvnhin, .,-nribl, ume 9ftm miner natice9rrmr E\TGINT1 K to mrtm dajecme ilok 111 11 rm ml IIII..rj eslukr uircd In' h1 C I ♦Frh in cord n wr h I.m ph I I r if C()'v1 R {MOR IWT,W lh t nntw Sl rk a rd.me: mith ill r o n x...I o;wnuss. n if CO I I Ai TOR lirils 11, a) pi v nh any M., pnn ii nr of nw Contact Di.�umrn-iv. Ol4TEH ma,-. after x,,Ii iays !,linen nrni:: t; ( O?I'JZAn Rflt +. TIJ nnu nmui-am-snch 'I'fil cc. In ...¢v n{ li -infirm ani rst d]es under Ibis nv = ph O)VM I '101 lvocead ul dirimslc, In ennnextion with such emxc:ttee xnd ranadial action. l){1r!,yr2nl olude OQRtdOR trat alln r{i 1111 tFe .tit Irk; tm-'w o of A n. IT v um S'nrk. mill cusp, I (r xl IZZACl t i sauce; n3md des'ao. r,rkc prcn Im of CO?TP 4CTOR'e t«7:._ nl�fanus. mrssttvaioo yuipmrn ) d mmfil. n ;r if, site and Inemp:xaw IT, IT, 14 d: all .material., , nd ugaipmem cures al the site or for tvhi;i, ClAY!QPR has paid CONTkA(.TOp bI: <m'h sxored el ;where. COA rRA=Tll :h i Am OVINER. CATWEM, repro t ) c.. .guns an empl w- C {fir 'other rnmr mt. e xnd EN G IArr,.ER and l: cd $Ii'z C'm>nilmnm au s: w tha site to crubi' (?ik",v'[g. to aettt 111 {le riuim: and aneaesundo th qm �aph. All dnims wets. lama v,ld damxxa ineurrcd or susurined be C]AANUR re r a. rs F r hl.. l r m S br n ry I) I ( 74ll l I L)2 xrx. n U ttill h r ;cd m.rn"rth _ hn nxxsvIr., cn. in the C'ommn Gocumnna with rcstx¢ w IF G`ool:: moil i I1CtiFti xrull es arutl �c] to an vpercryrr'mta dccrcnx ill lie Contract I`nnc and. is Iis.anle arc unahlc m a n1 ail ro the )muwm Ihrrea`_ OWheit nan' nest:! a cieun timmCis as pmvrded in :iu Arcmle i t ch clnlmn, crxtc {ntsas aM 0 SECTION 00020 INVITATION TO BID Date: August 22, 2007 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on September 13, 2007, for the Lemay Right Turn Lane at Mulberry; BID NO. 6062. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins. CO 80522-0560. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. This is a CMAQ project and the UDBE Goal is 10t. The CDOT Form 347, Certification of EEO Compliance, is no longer required to he submitted in the bid package. This form certified that the contractor/proposed subcontractors were in compliance with the Joint Reporting Committee EEO-1 form requirements. The EEO-1 Report must still be submitted to the Joint Reporting Committee if the contractors and subcontractors meet the eligibility requirements (29CFR 1602.7); we will, however, no longer require certification. For additional information regarding these federal requirements, please refer to: http://urww.eeoc.gov/stats/jobpat/elinstruct.html The Contract Documents provide for the construction of Bid 6062 Lemay Right Turn Lane at Mulberry. The contract documents provide for: The project includes the construction of hot mix asphalt and concrete pavement, refuge island, and concrete sidewalk. The project also includes removal and �b installation of 15 inch RCP with end sections, remove and reset fence, reset of sprinkler head, and native seeding. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Contract Documents will be available August 23, 2007. A prebid conference and job walk with representatives of prospective Bidders will be held at 10:00 a.m., on August 30, 2007, at 215 N. Mason St. Conference Room 2E in, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at. this meeting. 07/2001 Section 00020 Page 1 Mona wW include hn nel Ix iimital to all �—w, of o',eu a acplau:mrnl of Hurl- of nlhenA do,",,"I o d;un¢ed by "na. ion ramocal ,plaument of COYIII,it7MR, wfcme Wo,k. CONIR-ACION a^,,dl nm be dloaed an cmensitm of the Contsud Timor .. Vtil•n+me^.i heaaum nn anv delta in rc 1 .Hance a th ltioi}; au'ln,wolc win zz raise My Olt? R o CiVNER, n2ns and remedies hercwule,. ,UMCLIC AND CONWIXTIOA' .SehnAnie nfl wince H.I. The seocho ol 'ti,c.n cmahh. hea a pma dJ in .wtneA tier nroarcr. µ"ono,, mid null Ic ;molt, t, cd into a A. l cln,. I,icanoo i n Yaumca of I naal>ae to o-k ❑ it l he ,ell on the e amner eo accnum of C:nit Ifim ltinrp will he Mt4d on the numlxr of unitaunmplat d ¢lpl.n. Jim P¢,rnen, 14' At le v nvcmt daps f fore ilia I,,, a.Ii,shed Br cash p,ng,csa 'a.. ,hot as nuvc when ,kern once c m,mth- COb'T&T JP. stwif woo w is MER. 1. w, ov an Aophra,i !or la,n,anuTll, cut code a,ened hp COS RAF: OK a. ring tde Work " mpl-rod ad o! Hs cia.. nC the Applicahan and nan,nranizd h• uoh sumcew, duomem'tf ,e ,<nuu l die Cpmoct I).'umwc:. If Incmcnl t, r ucswd ,m the hnn{e of rlewouls and eguipmant an nncopxxataf In the it'ork. hat <kl •d and .,,iably ua,J at Ih, ere a at 1,n,lh:r h,+n or .err ed to u, mmige ins Am .firm for Q raW stu,ll e I.' oe ammymnn J b+ woof vita_ invoice' n otlk^r dntn.eo: ;loa +vurranu,e'ha, Ol1TTslt has n:caircd the mawetl, rnxl eywpincm fmc and etas oT all Limte a¢td a id..n e n,at tlx nr t�rials. nrxl equq n, o at, a rand Ir} upprolaiatc pr,re.'I1 insurer", and e,i", arzancemenw ,o plot OWNER, onaa et thrrar,, all of unroll will t* snu I ran)e, hl}? hTi Fh, acorn n of da,an,, n,ilh ec1x [ to fr he ,z Ira enenT "•ill !x' stjmlatrd b, 1he ;l2r mleTIt •\"]'.fun 1 m erithh III th, (tl1`\gR "tuft of le tlajcr-. g„_ul utat n n_ 9t,, OA Rr`_C" wit"yamas nrtm e,lnet,,.+entvm nr n.yy?en cr a,:, tV th,,, ,, urn ..p pp{•la an for le Io he (n tl ( IAIfuV' ll)1 rnrevlo+ .ter; rinMSe the txn tl lwd )None w n_ Q. tt'x4. G'O•VJR4CTUPb fi eat( of (ittr. I. CX )Ni1'+ACTOR 11aT Iant' and Uu'omtac drat udf m A Tots: marorietr and eytulnu nl oovercd by am' -1Illlannoe 1''. I -a n w, ether o < p,. tad v Ill, !;,;jeu, no., w .. 1. n (M'NFfi no t t+, A. the tic+ eC rnp,,m.6ee and clear oC all L,eru Iarle�,rtfAPPlitwaaa+ (,r Prstgress Ya,nnenr IA EV- r:CCliR ri11, w,Win ten Jay, aft+ rmcio o! uah ,dWhnauon for Navme" ano ral.tn m wmy a 6JCbCuiikEbW iC&DI Ml"1"0., 11 T'n Ednlaa n/, I'I IN IOR',0AAJ 'NI'AAR CA11 KLC a?Iuw. rccommcndadnu n{ lnym,t and pnycn, Nc Apphna,iun m,arn the Appii,vtian w C%KTRACTOR indiratinc h, sritine Fi*'uL'ga.TT'.R's rcasolr; furrefusu,5 w r ra,mm k, rynanent. al :hz inner )n, Amake ils wccaYco, c ter p, and rowbmit 0" pAI ewinn. Ten a alter R "'Ll, mn of the i,,nena(on fe, th". wa o OWNER al LTill saGR's w th, rtadation tic h, he,nt rauenun of h tan (h 4 7) b the mo e w'd, uT thu Inn solo, nC b, CW h I t, CCN1J due mul wtxn dur ++ill h< Inid 1+ OIdA'yR to CYI�IRA;TGR. 145. P; .a Nl k<6's reeommcnAiloa at amp Jaymani rzqucs¢d in en B litatity: h, Rnmrent "ll sastlta, a reprewmntia'. t' i,N,'WlEftR to Ul'd ti'dii. be'd + PgGINEEP.s cm-s(,: o n'mlon+nfthe caccut:d Wod� :u un nzlxrienaod arnl yuulilwd ues--: (rte&a;ionai and., Ijhir,ntar,�ay. QlanA U. n -nmF ,ovinE di aI i wheeiuies. dot th the txe'. d' 6'6G ['JlitiR? knrnvlcc�c infom,auac. and ixliti: H.S.I. ,hc Woik hoe pn> esvui le the (*m: indivawd 143' the gmdn, of tha Ran: ,. u,cralh' In acm,daue ,,ah nu Coounn Femummata iewlnoal an ccalhahon n! ,hc l%o k a, a iune,innlre ,ehnle pncvto ")upon Sahwurtial C,vnnicuna.,o fnc "'Its ,';nm e A..e, 1", . Rd to , do ICneract 17mumcnts tot, I nsl dacnn:am n"o nl uumain,v and uwvin,n,nr 1, Unit tt,o, lfod: onhor la sraph Q 0. and to an) utter. clunliftcatians a red t rcommu�d. uus;. and 715- 6m ....flew', p`cwdunl 1n ,..V70R puny t ,ithd , .... h la...enl .lapea, ¢i hard ben ti,ltillnd "'ofi, a a u D:GL7Cs rctr+, e 1 ilia' m ob:x ,^ the lkou. Hmvcrcl, be m<acmmendmp an, snO, p%q'ntcnt Ll( MITI, \Sul m Ilo,,I,G (,C t t'md1 1,: h:n't ,e r....Wtl ,},aL. fit cehauv,lce a continuous' .... it e vtAht'hons home biro n i I,- if, yunlny or the Aeanur, of a, i' o l; h^cond th. r T<m;ilrilitirs slxcl alk , UNIIINED, ,' the C,mv„a Da meals m i10 loo Late there m1, b_ ell, aaim, e Isue' ba,", th, pane, that m,,�n anUtic ,:O,.I I'ACIOR In I" " al "'Whu"nalk b. Ol SLR cm rntilt rat ';Rio rcit hold p,H eat tot( th"("RACfOtt. 1=6 I3v„(syG2'; n:nnnnnulatien + ar, pmonvnt, mcl"d } find Inmtrn Ante ouna,n Lu1 n n .., o tcdm 4 , f n,xda" ul wa:,,ucGaa a the I t' (rcs utron' .al pq-7,anS t..... elle iheielo. w tier an, tehu,c of CVNTT, W4 ,-JR ,o con 1 I, r. it{, Loa, and I I:I alpl u, to, , nerk nc of F >rt: f , v la'Iwm of t C•41 CF..: ,OR ,o inCznr. ftr-v, U: rnk m z acwrinnrc with the Conuaa Lomwau> N.7 S�P.liR nic rluaci,,. rammmend the n'nnl e. v: an of,my p:ry v, make v �I12e xinit t it re +could inca-r.•e- m ithL u' repr�en,n,ims m N L CI I uwMiN ref,rl& [a u Ixtmgrny 14• Ltit rl!I>Ebnnc altar tcitu to mwmm .ni anc xoch P., nlm. t^, b"ll" c ,f s:bsmqurntly divsrerxil evidence a thv, teutcs oC s,bwquent inspection a Iv<t . nallifr tine such ,ymrnt Pa-vicrosl. marnle,t to such eaten[li, may ix m ce m tr FSGif CtiKs apirnao to proms C1U'NF:R firm lua 6xcuwse: 143.1- rhr [Nark is dz(.'tir'a, ur wmptaul Uieck hat l rn il.un ,try tour ccxta¢unoxl -vitro 1471 in, Contrnat Frey has Etta. r,:ducul In' 1Vrltmn .Amtnun,unn or (' row, ihd¢. 14 OW1113I h hr<n ,qll,ned ,, .!/ r N tel: or a<mtpell IV. in mctxdancz with Fun •r.tPF ...74. �.; )47A ENGINEER I., satwtl I,-tmvlcele< of ill, m vrzcnc+'. nt a of the cv cuts e mvarW in w mi;� pha-13'_i tfuouglr I>�A mciuv♦veu OKtdCV crcCusct ,ake Ix+,mn xhz. ful nm,wm recnmmetrns� he 6hr I V 4'I hernce: li.7i. dximti have hca. nutdc ngaina ONgaTdt on a tin IY'O',v 1R A( IC)tig!xafomnn .r fumi,vhn of tra 1C ,x4 1J 7It Carns hxv, hcan hitJ in mnm;ction with trc Nrl:, acem rvh a C'U!"I i:ACI )h hasdelivercd n spr Flc Hong .xaCsivtnrr m ON'NE It m xumra ti,c vrt.F [ion nrxl Lulu of suJ, Liens_ i4']. thereara othar iRn,s ranitline OWNER w ttcn- vlaniturthenm' ,rcren:omdut or 14 7,V OIVNTIui ha, m"'I ksxnel r of I], c. utr. of :m- of Cie ecum, •numaned in Isimpmphs 147.1 lhro eh i47„i or pa.gxaphv li.?.I tltmuch. L.^A imlu;dcc: bin Oily 4TR inuf; we C'.01.`TR4CTOF unnttdimr wmm,s, Mali iwfd, a urin w: !-.NMNFHRi smell the f r su-b eaLv anti promptly I't 9%drRAC.E'OIl Iu nemity. NErek ,anc:lX,tt AC-F( ytrnmrul COS "R A<}T(7R n)"ll h Olk-NEW, lilwl.lilol the rwsnnr Cur Such uvuon Sutumntial Campilla.. lob N'hen CO?! I A( 16JR tvmt¢I •rvhe cnt... W... L trothin, Ill, intended ov.- 10\7RAGTOf, shell sots"r OWNIFIR and Ef l3L LSIt m w,iwl, that till 1111,1 WtuL I sulnwndalk compktr 11, items cpeoilioali}' �q'I'll tr lJY `TP ACI t P, w, inaompl.w.: ml raqueet than. tuNt I I ER v c a lmiJt,.t%t of Sufanxnuill Comr4ti . O:nhi x isvn.,blr umc d,crrmler- URTIbR CO'i-TRiand1 ilLTGkaiudirtkcnIl hs}esaic o-`It(h Ih !h',Rk Lcdetemrc tin• stattu ,' iliif na tJ tlu RodL 'Ih1u;nlallF romul tc 7GF\K ,ill sari[' O\tCR.ICTOR u: trity,mg the rem xhercly It I .L I_+J!R li1CCKti;li:.:'�gq;. C(11!)>I'OUTr51"U. Y I IJvn Etlin.ru 311 oy tlTbVFRIITClt1.L ySMDUlP1(dl'IOYti �ItliA']/?m,W cotnulen the. N%orl: ttlm t dfi. crnnpf l f MANY„p.R ,Ili pr pare and'16"1 a C)r1'; `$R a tmmi" aIifinat, of SuntaMin{ ( mpkyicn whim sMmH fi< the dale of Suhsrantial Completion. Thum ahtil N- mwched to Ili eenifenta a n lbitire fist o: imam to is umrvlemd or mvrecvui hefnMCtml rn{ men. CIVM—i 4.11 InI, _ will, xfun rewila of the imnwtive cmifiesm durine \vhki, to mike tvrina, oklaotim, to CNC.FEER u; to asp Provisions of the o-niftcatr ,, mWch,xd 1.1 IC after u=mi ktnv 1=1 n bivt t La:GINLLn cmt hire tf a the P tti I, not nitmplw. L'v I 'LLR wili within wtinxa, days rite uMn can or tht trntat, cmif me III OWNiT mad, ( r)N-IRA:HT. in ,iw, m»tine un, t m th"dly If aher umddtnniiw of 0),l;h4I . nhjeniure IS lNI*iR unafiierr the W,mk whrz null cnmplu Flr m:ER "All tnin slid four2n dal, esncuw tnl def a V Ol1aAR trod COAT hAv.liiR It ccunnnc cmrficrw ,.l >vhstanual Crnnrki-m {withh x ra-isu [,,ironer Its of Swmc w be ontrlctnl ar nnrvstedl. reflcuine vch ch..m Iran, the Ien ww, cenifia w tn: ENGNt H-R believe., iuttiG.d alto cortldcrnlen of-anc ohjcaxions five OA'M R, At the umc of of lit a vtivr cmiiLc. t. ,I'Suhttnmial G*rnplei rr i'Nf;INIiNR rill dnfmr Ill OlV'NI£R ant C(ibi'[IACE'OR a nines rcwmmcadidm as m dmisivm of rexp:,nsibi litiss pmdine firm Irynten, Ireuvun , W"' 1 itildKWTIMIK t ith r ntv in sxuvnv, erns': t ru} roam i,hca, unht nsureace anJ rJ U dr OWNER ER and G§ti 164.11)R11nvi ir,,mnh m,dva Inform FAc�GI:vF.6R in wrrtinR rnn, Ell HNGih F,E R%, i"It'T the ticfimti:: csnficam of Suhsta,tial Ck,mplui,m, FNGI ELRs u(s oa illl,l naation rail) t. bind'n, .OWNGR.and CU`F`fl.'_A(.7pR unul ftrvtl payment 14.11, tANNTY hall lmvr the ri'lm m <dtl& COpTR;XC:IY)R Cmm In, Wank alter the dam of Suklnnitd Compimlo, MR (All"iR iivdl uilovr CURT[ ACTOR nxtun t�tl.. t.-vsu m+,<mrl rt..t errcrta nrn,e m rhr [cntativo Iist Parma! Utihzl,nan: 14lu U. 69 gWN M, at ORi4FFtt, ntnitm of an{' sth9r Y ills wmpine 1 1. n, nC the Wad htih. il, Ita-c syxcih 11_- , n:lIrufi,l21 r lira Conaa I Llocumems a (iij-0R d [ Cv', CVTCI. anvl Cijltlt TOR nmer um5m ira stIpl-n ., fun sim,ing rind a'tb], nw ,[ in., lVnd; tha, ,;in be vnxl bo OSi?,'-M 1'or tu intended lxu7xtw without _niiicaut imer�rena with C:U\TRACfCtR'a periurmanct of the. mmulnd,, of the Wad:. may he a,.,lnheJ }viol to Subsntmiul CnmPlctiw, of Al Inc. Nark snbirrt ill in'. f ll.. in^,' 1-lill 1 ,A@tli(t eI `umc requex: COX -TRAM OR in r,,itir4.to {xmtit J11'� i[iR u. u. tiro nmdt {nil ofthe 1F'orkt" it OW. -EY Wtln w to h raxdc Cv hs intrn�.ted u.¢ trod suWamialih trmnlet, lCCna RA EJB npe„o: atd,wnR "i U' k s " UIV ' II tinj Pieta ''Hk tAC70R rill rrh, kORh 1i r tiaG4F[Rdi-.ouch ntrvk6t Wank is sum anuxll;'ompit nd rcquae ofC^ nI. to sxi cent Gcv c SaBClanlixl (umpiet on for th, Pt., o the tvlm 11 t,tl* I RAC, I Ok nt nm time ma lit, 01dN h-UR and G I,,EEk in o nun •:'fun CON'TftArl 01I mrwulmx am such inn of the 49ork .readfeF is ma,odecl as, and strhrumfati'. ampfcm and"' s. El'.-G,tlr2ltw t" o .".w & howw wl (Womb, fa lot 'ri of flat Walk xk thm x "rn,mtm I time suer aitov ai h redo"'. 0Ww. , CGItfR4CTCJR and ENGIN FR saf make o,, iru7,a-fiat of dad flanof the Wad: to wwro'inc mta awwa eI u>mpktion If Rlh'G1NeLR,ka, mn crnrnJd wit marl of'to W=aC to 6v 'Uotatttletlh m I-Ic E:F 11'[FLR .rill notifc OP:'AtR nod MG TRACTOR in ,r'rill" gill'@ Lhc runx,o, tor,le 1 dNHAR idasthatpara- the IRak to be ;ubstuniiafi;' wmplae_ lb, pmctsitna of pamgald'.a 14 a and 14 9 M ap" vtith re,M to t,_—tu netinn of Suhnami:il ('amplaion of that part of ifs Work and tit, dieisina of r lxwsihilitr at 4e,fn`d 111CI'CG± 9md aMCta tl9r Yry. 14 lll_. v'o xwtvn e or. naral1 opr+tion ofFM of the Work ,-ill be &ccitmplish Ki prim to amtplhtnce x9w Ilia requianlanvs of pnmgaph''I5 in nslxct x- }Sa)xny inmmncr. Fina[Inepecnmr. l. l 1. IGpan otriicn hoot, from C41C IRACI'OR tint the "ail, ,Yolk , aprmd I"lert tt,mof a ' wmpint cf CT u'ilimnke e. fmti ills 1 n "all ryrA'1,�1: end r (,NT0.MAUk ad will oxf (JNMAORW in re,une oC :,If raniwlsrs a) ,,hall ilia oagIctian rc a,11, that th, Wort. is Inc pit or a.fw, U\fI:A( IUfl a}mll Immtdlmdly v k .m ch nauan,. .. an u, ecmpictc lma ,,or@errmwdy sach defielcnm'ac. F mlripp!l,arl..n fin Palrcncnt hllL Atta (�(arr7fLACIOl( has wiplelml ell soli wtr oU ns to mrcttt tan o 1(3I l ttf nd d IiuetuL e-.slam c'h f)n- r,'utrtn l D'ttoa l EI matonmce and o'omoi insru. uonrs- checiul" goaram... , Dool, crni(icvtes or other ecidutee of otimwna tegwmol hp mina^ntgh SJ, ectifieniti of aagr ctia» nmlk a itp record drmacns ia: em iced in lwapntph5.11)' nd a" dU.u..ol,f P.7p"'GTOId mqv mat" oppiiauion 1. limit pgcmc»t [alle"", that Pavmem mill h .. ...rd (a-u p'. ;, mcvi<wsly akliv1..dl bg 1l6a11 ckrconzentatioo ctlied !m in we Waoa Welow o &C hui na Ems 0 J,c a'ten.e d ¢.nine, rehired 1>` iyxuegnph54.lt- (iilcoaam of u,, mate. if onr, I,, final Fnymcrn oral lit iwEomlua. aazl i' Il) . Llc nkaa,a ) ,eat 1 ati .mCt'y to 111h ail Fn[I' ll hILI Ll Iola Car fleJ m umn,cmm La, thu lFu@_ In ;i,o od aloe UIV.c m n'ei'"ew of Lien; and x, tiopnte, be Ll\to to[[ COhffJava Ott moo hrmT , toot's or n;latsus in full wed aft wim"it ofCll hate. TI}li Char. it ill, la alemv� and a µr umlL.1 b xr9O m t 'tit antl eqW lvllnt Cot ,ritich a 'i av1J hi filar nod titian pwry " material end to, Woo, k+il tv. and otlwf inIM1, nes.: uam¢[cd with fim,V-. rh fnr x'hlch OlA AEI{ Or OU9v?iR3 tvey.'ctt, Ill all' t ulinn ll'ar b:rapwtabk No 141. pa id Vr othlIal r,atefn:i It am' .fat uoetremmr or Supplier inns 6R'UCGLid]LW IX?VlN IK'a' I11a3l IYYa Lea., n I1,"I-)OR1 0ll.it4 AI'jpa'Ici'.l 1, dWV Z'Nn'. to firm,, oc6 nI w, m slprat wIl CO3', rfLACT(-(d eta+' fmrvm a F,.i o other wl gw,lil „nisiii.o), an OWWR w 1W.F CA WR WWl1L a,, I t n. Ralutars o , m ' o,, iitm m.d ir, of Ln= I' i flollin (_a+� um a kt a ilia o_ fnmtm-amtinarn» inat n(i]ti QV 11 :4 s�sndt�rd fell mu , of the l?tuyc.l m.argel. felolt Pmrnent,m,tAccq,mnae: 19.I3,. If, on Ih, ter 'OGPIiEEf s of,,,,.gmt w the Nak durial; cansvutaun and final imlx:etion. amd k=s`.( ri FR's rcviea ortho fitutl,y.pi,,,o.n fnr l?nymcut avd vmo�mlktervin¢ damimeotaiiun vs mquimd m' fit - Cora.,,: 1k ell'nz i I- 'FJ: is swsCmd dosi J" Work; lies 0. a,=Ad and MOM AN%, other o6ligatians vrrler dte',otaua Dmaumenls hw, ixun Nifill I tal lwo rob i n s f , m otc the final +»plunGon Car fa}'ntof uLL1lCale In +erning th, ek fPhY' racommcndeZ f, of [r_m,ant and , a., fio 4mpl ice to OA 'd6 fa: pncrn m 1 th same nine uw -A- .,ill ilti.. _i, ,mnm n, r q, to 1LV9ih:CL et 11to C12ACl'Ok titan,, ;lark h anpnihai anv"' E L pm'VyinmI of pm'acrn"I lEti inhen2iL, 6TGGtiBiI: will mmm tha Aon{innon m COAT6 n(il'C71i, iodiumia, In ,,ai!V tits mamma le runrsinp m' n,ammend trool Inemen. it vivch ra 4t CSS 1 ..1.. I'Uh shell U nc:.uvl s1..tl,m.vnd r"Innt 1w llrydkn'n rn hies days: ft. prrscotazion to OK' y of the .1,,licatian antl acwmp-Inc nc 't-am"cnmuo+.- fn .ppropnmc torn' and stberam" lard m¢h I„cC,,Ilk m-ndath- and mtiw n[ lao Mlle', do ;nmum mwntmct`M [. E!G➢BEER will heaomc die ;Ind will to paid he Ox\XESR to C637RACT6R ;nilttact to r,'raetnoh h.;' of 'lies. �kv..nl Con¢dion,. 14.i4- K throocif no foul! of COidR-trTQP final complui:m of ihr lkolf, i,-fll'ali rvnd and if fi al A yCrnloa Ill I"ayn'an tall ,eomnm-omiuon of FS:CiHgMK art without tmninetirm to, a remucnc, no m, n'mmt of lj r inLnce Jn, for lot wnian of tho V, oft, Wilk unn a w.1 M scaep¢C. If Un' nm: m� haten' to I I cid 1, fr1k; I.! to, W rn1, oil idly U)mpl,nxl of am,atw a Ics drm the rztxoragc sllputo"I irr ti, :grtavem, a1 if I ma)" hate Kean tamniid to regmn•d a,}xrr rzaph ] i. Ill, ,,u n s,a,,nl of the siren' is 1, peemrnt of the twlxncc A, 1, tlwt eon .+ toU"slit it, am n ptrzl mail br cohna t i 6. '+UA I'I l ] Ai w LN _ D"Er P 'cith cu` VPldt for sash u nt Sox olm m stall 'oe tad th- m- tem¢ and arhtior .... .-miu^_ fimll p:renor. ¢cqd, flaw it almll not mimic t - naivar of Waiver nfClninu- 141:. Ir niakum 1 viceptance11 ,,1 .l111Ww9[ ammitmc: to 1• waiviY M all claims h' )9.4itl: aumnl )e.A4C70R xf Ql.aa, oom vnsettledl.ienst IUecm'e VG.' }x:rrvg niter C Iru1 Yn.lu:.tim i. c.uam so paz: 2F ph 14.1 f, team (ailua'to cotPPlr',ehh lheC TUaef Docummra cu Iha tcnns of aye yeciel vuarnnmas speciLed thcrcin a f m _vF*rfR� I/si2's cortinuin( bti�viotu undo+ dsv Cumwr. I,tncwrznu: and 14 fa_.A ,vaiver of ell deim�. 1 t ONtRA7101, .1" OWNER otiw tlmn thave II in ,via, and aill unw+ttled ARTICLE VS SUSPENSION OF WORK ANl) 'I'ERMINA'I 1ON 0IVA it.lim Sugreud 11bak 1].L At tine Ume u,nl sviti,cnn uurz, OWNER n:ep m,4.d the Work mo an,ac, iion th"'of fix a r,:ei.d of Tat more tflen ninel)' tJayF M' Mtia in "iti a to (ll 6'+. ,I: nna dNlaj, Chid, mill fix the data ran xhiah Wss.. will 1 ~most. C fR1ICX; RA lOR .,w4tme the Nark an the dme 6Fn f ai It, .'Uk shall he ail of i un adiusmcl in the i's,, o, 1-tia ar 1, assnnion of the Cc is ., hmm nr 1.I diw OR a.lik. hlc m nnc _ h etfspcnmon tl <(: 'fIV1ff ill .VIl v Ii ilgtroved k T: dmrcR >a pravkkJ in :'vtida i 1 aM.l _. ON vi (.11, Terrxl.m: i l:p , the tic cvr n, of erry.. o. 1nen of dm fail o,vina a cots I i d".xl,"-".N'F \C IC1li lxom u, ftld,wp:rfomt m fk.L in acrndanar'al, the Camera Ihuwnems Ciwludiu�but , hmllod ,q fnilore to supplysufticiem vxrtAcrs ar 1rMe m:nm-i:1' w ee{nlpn:ens sr initurr m adhpr m t,, prx_mva vd"Ynie zs to ("I" t ter 1 LOp to 1, aditvn rd Pram hma m fimc pursuxns tv Par�•rvph 6-Ci, !�__. il" Ci1i:TR?.=dflrR dittoeani: Laws ar Pcgulnilum: of vnr puhlm-ivdp imoing �nriaictio¢ t i if CnNTl 1C JrR. diwe;zuds the awflo,ia of i s CUMI' ACTOR other,,-,.vlolma 3n no, suhsrxnGalll. am' mnv[xi.T. of the C<mmul l iacmnen�; - - UAI :VEIL may. a@r, nvBv CfY.A4%vC70P (wxl h,r susa "I m) ;excel I cdnen not ' and se the u,t m IvrmiLLui by I:e,re and R}uiatirnss. terminate the .,iczs at IRACTOf, ,alud, CY>`a"IL%I'I DR F nl, the site and tk, Ix..iaa of the W,4k mod of all .1h'vlRAP, 'I'Off, melt wpyllatwc, crnxxu uatta, 1x 1� iryrr ns I.d lllulhillln IL Ill, :'1z ,1111 u It, m, to the lull ntuts Lhov .wid e, uaa t tJN.6ACIOR (ellhsut linhilit, t O'11'RAGW)R m. trcypass err wo, cslcml Snwrlxrznr m dtz tVark all mtaw.ls mnl ena'ptentsoretl at. to, vm err for wh,,b OWNFI—timsFull ,U Cl IT TAl I ORI fMIJUt no10 II WAt f 0M, KLI I :,✓cmrorrnrrms.unsatouo-icrnoms srclsrJ I CV?'I'LA( 1'QR but t9"ham attic 7 e„ hme, and finish thriMACI Cr0.'NGR_wtid .tlRd ,," "l'R, n:x COI<'1'RAC T OR stall n,k is entitled u, raocire :tray forthar III Ih, i emit sa Pt" is tin, lIll. If she unnaiil lxt,, of the Cbntmet Yricc , WIJ all eiauns- ants -ves.and dmm�e�a susainttl hsWl ti. 1HF nrisme om ut u-uvul(-D NnmcwnpR It wthcb i, u:ess ¢ilibe }midi 4^Jtv gt:llh It cL im :U,tI m-sr�OR ,1.11 jes rcuccd svh xw Ol Nlik . CoS..,, T012 alwlli?,iin u .Giieru,a to Otl'V'ffifl. Such c{aiafs-ctw. I,, Fandwnneucf ilasu,ted by OA{TER ,vilihe m�iz, I,, of 6, V. as l tlrir ac ,IIableo I smd svlsn so eplrox'w M• E{vGIFkF:R inmrlx,mtul in a Ch,nnr. (radar. Poci.al ItMwtva_ anh 'ylon muetills OVNIR' e1v11 no: he,a r nMedi1, ahmin the lowztt prla for U¢ Hf ork ncrkvmcd. Where C NI RACCORh vma, s hevc Ives u, urzmi litcd L, OWN'ER. lhx U(v v titles anc neh" a, of O\S}�vR aCzms+ C(NTRACTOR than ezistite. tt ,xhich ntwy' thercaiter ncenrc. Am' rerrntien nr tvsy'ntcru of man vs due CON'I I,Af 7f OR by MkNIik ell al.Y. release CON-1 R tMfIR fix)m hlbiiin_ IS i_ tiuon vcvtn ll .1jacn mxioc to ()illff AQ'o1A ntd i (iiNEIIR OWNER Aw ,vltlr. u' c av::md ithl,lil p iudmcw AhL- riglx v remulr of CA! .7,R. el"l m mfminau tlrc 2�o,la m. In .mdt suz. t1D7 TitAGIUti shall Ix p51d pci6mut duplirauan of nor itrmsj. hJ-1. frn aldacaclu 1, W'ak""wd in etmrtl nee eith the Cant. ct Locumen[ Prior to It, c(fective 'ILTc of unnin:nioa mcludine fair sod wllahl, sum, for auhead , d I.vs6t ,,, mch Ilk 'A _ frz eclxn'.' ♦ i.mcd 1,... 4, fha dfl, im, Ante of L'rmimplut in tx rfomtntg w=l" and Cunt lil ra in, mntenala or cgniPv m s s soyulmd by thn Contract, 1`xwumcnte In comettian with u l,, h,, ,ad AFofie pies fail reamnobk sunsx for rnmrhrnd :rod Dsofon avi,h onlxrse;, 1=.A__ Iv: all e[;,w, ,A, k,,,i, and dnnagaS t c nN n.>attR'rat. M lolulnated umlli¢h wnh Juhum :uvz 5uppu m'md other' till,, 1,44 ti,: reason [s exprnsr, df -Ile :mritmwble to Icmtivef ion. ('M'f R ACl'OR skill wi .'tz nail] un t.:o mf of lose oC anticipated mofns or sccenue or otic e nrnnic ion arisin "nT sdarz rraulhn trnnr such tome alion. (.'bATR i CTOR dtrn Sr 17 runt nr f crmfnate 1'J IC 1lvmgfi n•.:aa ..Yauhat"�):1'Ft,""IQRdo, PJork Nt l ended fo. tn.ri of mor. d n ,i ttav:; be Olor I St or mtdet n or ccrurc o_ ,xircr , public aWhom, nn i ;livl l Fal, le to tics ran any' Application Co: Fey moot atluo ttf ty drays Mill IL 's submitted rn' Of,` Pk fails Ior m1mv drec m fee CON"I -W Ok amp son ftnvll, d,tumilwd is, h� 4, Ihal CONTI,:AC`1 OR m+r:. upon arcs rla_ri w mr,, mnirx. to OIITT-R soul rt :iINEECC and prmidcd 011`yi?Ci .vr :GIDi'cER tau nod rensulp wch vs}xnsimi n; pallor. snthin ails. I5vu_ tersitmte du flcneemrnt .aril + - firm OA?lER In<ancnt or, thr,.amr term, as pmvi i,o m raramph £5-0 to any Oftermimtirlg the ck, I Lm and ERIttt preludit:e to any othu rip1N or r maoc, if GiSC C `Ghot Imo fatal to actmtcmt,d 'oI'-'Povmcnl within Ilia" duvs uftarit s NYTIC ed a. l 61 s ildud it, aa. v .lave m pus, CO>"PR4C OR .., nun fitwlk detc.mine<I In i.il auto OWNER.11 R mac own cer, dno tvrittrn will, m+ OWNER and E�1d rvYR stop the Mork until luyntinl n`. .11 therein. The lull (Noe of ihu MR I,=h al I,, nm mtnndcd u: }rt vludc l I)' 1, uo I.OPo to m:ntro_ I'm-,, under O.1t I: 11 and 1'_ lM'I ifol eIl in CS 0' OI II.ie< +x Convect l imn lu nth IRA for Rc lw..... d Work da mtr attdbuln m f C,..i1S'1'L.'AC7-OIi • norysing 1itmA us ,>w-smiucd br this paramph. ARTICI.E 16-DISPIT 1F Rrsul_f'!'ful♦ If and to the anima fret O\\ V,]:R stud CON, IT ACT]-(IR hoc a¢rccd on till mdIod :md lvoccaull for rwl m d(apnta b,iween Omni that mac an,, uW,; th6 ay2ur ml, wail cfi>putc lls'lluurrl IiAhLILINIIJ OIIxdull, if On), sha11 is as scl forth to rzntmIi;l,-A "1)uputc R,,olunOn An,.a..C- to be snanil,d iwl,to and mad: a full hucof. �If nn :u -h r_ tics on ilte n.,altxl and pmcedurc Ihr r solrirw such disputes has hen raachcc. >N0-.n.biaat;n the lit", .nos ol .iq "i I :,'d P.i PtT_ ER and i'rVs']IR %CTGT m t uremn..nth right, o; ramedi c f¢ uW,sa mc, o1h,"'ee lwee it"J, th, Conu,lt Doaun,ntn or Ig Lu, ¢ Re_ul"u." ht .,.pelt of nnp dispute ARTICLE 1 i-MISYCELLA.VE6.CS Giving %,at,,: 171 14'hrnco+r provision of IN. fonvnct JIDCOmlllkl II.L1111, der iscrc of 111MIll Ohx. it sill ire m haul I' m :ul Il _rcen II .I., r, tin p,n:m to tit, indis ulual or m a mm.is,, of Ih, Im, or to df1cu of .tilt rpmtwtlor whomi I•: intmdcl c adclirr;ui at ry stnl h :.laaid n . n'Lrd moil- Ma1a y, ryepnid. w the lrm In sines address t;l,ts o 1c u c gi. eI .I tnr lot i c SZ: {-ornnutrman fTmtr. I1.-,1. IVhcn anc prriwl of time I, "Il.ad us . the Comrael Duclir m tw'L," it sill hew l",Owa to ;..dude1M Ill 01111 inciud, Ot, lout daa of such psiixi If Inc k,L ua£ of um sods Mood &lIis nn a at oar iv Sand , Al mocks ingal hnllft ,iftT la,ow Imo able iu,,W.u. sudh 1, xdi ix , mnmtl kom th, oompumaon. 11:1T JI I Ill Cl 11.i11AIV011'I I, 11,11I MCI .;.--1 172=. 4 calrsaix: ds, or ......... Cnu hcwrsm,asm,d from mldll"M tti tfu nc<t ml&i¢hl .iG eenffiune u day \'mice n(Ctrzin:: 17-9_ 5i.ld QIII 1E} 01 C'O.'TL6AM* wQm anion' of a tag, to ". or wqum lx:aua Of anc "c" umi tact "f llx od., pnn o 1 . of file other "nn\ n1I'oYaw O 1 u oil'i, I)I hu, lac', tit, otlw pan 2, icgalk iel )c -lvim rvill Itt made in uviung to ai oiaer psnp t,iIhm n r esnnalHe time of tilt fim'I oamiun' If such it,Orc c damu. II, p ttsims of IhtS rar�tzpn 173 s(nlf m he ,rmarua! as a sulxamm for nr n mmvae of the prociXumx of nnc nppi.lhle Iotutc at limlunions or r,,poo, C'umulatit" fi.cd", 17-p 1:ha duties ant uotIsti.n. nnouxd In fhae Gcn�ral C oo'hu an and the ino, nod annad(ce ncailable h<ratauta w the pmnles hest, unfl. it, p:IrIIcuizrz but trilhoot limallum, the wnmmuzc uuaninrers 4,J oblieaimns i.""I apron CON`I'Ii AC10K In- JMra als�I'_.f IGt t ;1.631, I,.il_ 1>.1c, Ia,4 and if _ and all oithe n_eht and mm,dics nvOihzM,, In Rd FNGiN C"NTwill t'hacundn, It, n1 addition 1, i vc test tote oonstrucd in :+m' s u..c hmitanon I,!, al'ri hs and n+r i - f..th.cu am 1),.11 A thCna winch as oti:enai>Y m1pMied o1 a,adahic he Laws or Rq}uint rn bg'peenI vim sup or pa lworheOh,l prof i efts of to, ComIll, Docvman a •t ti tha prtsviwnm of th, },.,Frnpi, w•ll he ad attc.nivr a if r wd ""ificathin LhY C mt cocn nuns in caarc,lion nsnil such (mnpwtnr dum_obl i3atTnn rich! and rem N% m r+hian they I'p1y- Ynf .wnmt I"', and Gran Cast, lnahulud 17s l\h,wIrn wf,renr L m:Ide 111'c4t1ms, ussm purse^, atxl &,mag, ", teslmll indmlc in naci, caw" bm 001 b; is e,l ro, all lac O"J c.g. N enrace,rs an:hae:xi otlomops nail other ..oC,ssiunnla ani' all wum or u,kalm"'i ix oilrel disputer,' luooh coat. 17 Cn, anal Of it Some of Coil 14+apph'„up, Ih'ra :1Lrcial mt. r' ivenc w o rcninent CcI Ida slamle+ IZt 1 e l rid, R sod Statute I S v 1 r.lnlj r Iw tha Color I I lo,mi lC { I :.,ri„=sun th A tx4 [o Ihr. est n r. n.. !cs rhnn c +.,P_m'ce+n [ . t• l", s Lim of 1,,. In r'I fosI i d Ift iov_of R.Il1.,and aommim M _, Ip armed tlw mw -hd, . I i. If, fe s rvhc i I n 1 4 rrslu 1 1 tl Wog lit der :u the t v mile+:tggn Mout d Timm ln a, tafrycp, c�l�r_er vi_ace. rdician ur as. 1 (. , lr a dal . Ghd�l h ; 1w1—I. by "7itf tb_<;- 10, no ssniv"Id fro Ilp .useaenu C'(nll 4-%CMR till rcm, iuods to Imta, ih, to � sot � all ch Im• for Infior m i L t,.vm ills. sttatmu pm=is _I citlu, wt nioRl r �1 or rp„a'm� h (Ylulj a 91'..s�.._nl;: I m D�tl(loc:lullul 1 (,111111 ,1, iS! S, I —� Eltnlll 34 nl (I ll P11 I ORI (OLUN,; I ONS Uu{r Aniwm M, a ( ! h, 1,n blank ) ("'N I] LC11'10 Rl 011L"W"ll, I' %I, IM I TCAIlCIISnf,% I FA7 51 EK (IONS I 'I I nt ,M, nFj ORI "IA IV;;"lll CA , I 1 7, I I EXHIBIT GC -A to General Conditions of file Construction Contract Berween OMINGR.and CONTRACTOR MSPUTE RESOI.li rION AGRITM12`T OR.TS:R anal C(};+`CRACTOR haeh aurae Ihm :,rode 16 of the i;4am[al C�.,ncutiel c o(thc ronuvuUiao Sonsnc hrmwn A and f,'{Ilti'fh1dC n, ie umrnde<I n,U",e lo.induda fdIllDwinc u_mremern of m.- fnmiu; 161 All claim`- disput,, and mhcr man, in m fwI between th, c em! CO\ f I:iUC`I' In :msirl>n nn n,n mount tc the Convw, poarmuas .v the bream then. f lexuapl .tor claims winch Irnvc hcrn ualved in- the mntine a auccptanre of ,,lead rral'mem av provided he Iwcasanh -0nh1 will he dc_Id:.i h}' n- Amli In a Y,, .n,' with the C'tm Annaion Indusvc Arbitmoan ,ku ti th ,t m e Ari nnvrn A n then Obtamonn: d, ,, n ba u, DInI m, the , -II ln. 'f" aare©neI, m m arbitmm a v othar ; elw" 'e ar. am nl IarhitrA ,[,InDmj1, Due nno rdt,.x!natter1 prrnndul m,, . nl kv, In will )l qi. it -III, aa1un Iblc wtd th,pa'aitu+p l'tnFnnc crown >w I'ineliction. In:- Nodcmmxl for arhilrntinn of an, damsdisnnc or other menet that is recnn,d to be FlI111d w E^ IIIIT lnu,111 t 1: inn In ;,xhu o',In Is1112T,Int :.I i ,ill 1, ntada uD l the andw, of iei the 6,e• on x'hl,h F.'v{i IIdF:N.Ii ha,, mrdcsd a wrn. decmn o; (bl rho d: c aunt D), pnriic tvt prccemod n,'n n't t rx t ,'„-,IC NI I l r a written l ion ons nn i,'D Iced.: cd hi lN6111F,l:h bclom Dial lima. an'! fur aI ...Ron of nm 'u Iz nn_ dl pnu a wh,, nt mal "M Iv a'e later 1h:m Ilan, dies nha the dw en wnwh IiNG,TN1-.ik iuic rmdan.d a tanncn dcanlcn in 11,oclt thcreot n, acccaxiruwa "'th Irerssaptr 9.11: and the hilure ra dcnand nmiunti,m mhm en,J thine dens' retiwl will result in ["GINGER'v decisro leinc fowl aDJ hindutu urx+ O1NCR ano 11 FWJIIl EII rcmtus n Jmis on utter aroara.D'D rrn_cwrnv ha,'e haen initatul nudl dr,,ion nm, he entorrJ as <c ¢imce Ina null 1101 aUPiC6aala DIL aIbnu,..Orl Pf tl Y'adlnl v\[olll ttiit'r•`rlit` daois:on sacc,PwhV to v" mloaa conoentui. "oded fur UrDDmli'm c;f vriucr. tk,ant tf [��UPSIlI: reralrrut e t Undana vale parnu nFph y DI t,Ill iu o ale lnla U ratan elgg:: nh, 0,9anc 1nAn,LY&&.m,Dd ,lion Jelivmed written nark, of intcmion to pn'idcd D, }""'graph 9 1 U. Ire :Duct of D,e Jem J fo, ;,mimniav ,rill hr Gt in �iwic with th ;ihrpun} to me Asrencn anO ,,Ill, rrtr 'an Amm ni.n - nl t., .aa %" till Ia n I< F�s!ENEEK tv miooDwnc I m Jann r.l it tnbarauon will I:a- nwur witbin Om oUnctLn w tco-rial pe , -iGaxl in t r nph 162 as xpnl .I,- mid rat all aiun cases v§DmI v Irltuatable time Mm the dnim. Jiopure w none muter In ll mion ha:nnc... antm ran ,--,I=.hell ouch demand n, m:IJr Zi, fl,_ dnte,rh D roam wn,,n ar la tl is nlwmble pr. t41><c based on 'uei, clma:. dg=D, a rthx matter In quevuon would he hn'ed Mthe npphcabk ata. n, of knukau m. ual. ua�enu. ranurnonv rn os ueva amm.n marl rt nne:ra,n n,oaolitracnn-,x:v�.yvl 1( 4. R,u,ml asproriJei in pw',".ph 16` lzloq'_ nn arhamiDri n irg out of ur mladnn tc ih. Com,,0 I Slndli,lade br warnlid:ainn. ioinder ul in D, other manner ante 01h<r lmrwrn or Mite ImDdUdim-' h d CID enlph ee, rcmulcn�. aril titc oGras. WhIlos ceemt empioyre DIr lDDdtants Of any Ol'them) e'hc is nw :I parry -to this auttran unk:'s. 16 i, the inclusion of such oDlc. um',D nr vlde F vavc If wumlar m6e; a w to a[forud anew Iilvae rvho arc alreati}pxniav to dmarbiuntirm.and 164,: n& Nhcr r,ruro or mm, it suimnmiain- lneoi,' in a quaxoon of in, lim. a'kah mammon Ir fnO uito ere alrcadc yanks m the nrhitrntion and whichwill an,c in'.), procccdingx anti 1643 Die n,ncn cwum of th, ether rcrem n ,nut, w.,n,in to b, ir.hnlcc nnc u. OPT h1,,& and Y "I k 1i7IDR ha, 1,m Nxailud ii, such nek ion. which tomcat shall make o, eik IL41RDm to In. pmernplt hnt no e 1ch cnnsrnl shall manlinu, ann=l m anent,, n A any ,films no: prir..11, c4-ecrihxl uch a sent nr to adntml ., "th a c pane ern f-Ulp ldendu lmx ,)ammnt. t< _ a, nhn nit ry ,roph L d 1 n datm, Sapm > m man yu a to 6cr 1 } n,,J CCS ROWNF.R inva('0 Drt ('IA o . Solrvcmtr. our. ciUlu OH NIiR ar CO?;f RACI'OR mse jom such Suirmhnntw avnpair :a thearhlenn'c ho7 ,,, OWJNl'l: and CU''i kACTOR Iuran.nLl, C7)NT72Ac-;c)R shall Dtclutm zdl sz Cn, i I cqulrttl f , p r Iuaph 6.11 v spec F. pit islDn whereh• the tiubuonmactur cwtunv, w Ixtine ioinec in nn arbnrntion I>an"c n 411TI3R anal P w! GIN i. "Mnc the V%nd; M a, d& 4ufx.anu aetgr. M1,oun. In Iha lralaer 1ph Ic,> nm in D, }xnr a xt of such sulxanu s p con 31[li to jo(ndn h.11 real, knn, r h t u r Of a to m f •nr d .ADt m.,to and a ,Dl t 1,7,k Eti(tV It^s CanvlmntMrdre:. rc, Ui n�iac zxitt. 1, 6 The mead rendered Iv: Ua arbamm, Trill br Final, nmc 1x rnwnd ;is i m mI) cca'I bavkm jD"'il,DD. Ilscrnf urI a ,,!I w• 'Do-", In ."I .awn" al,p,d 16-, 0W',:ER and QONIkACTOR o,S Chum I" etMll flea suhmll :mv and all u11i11«I ctaimo. unlerohums dlimu.s antl nha nt.nrcrs in qucsnon iteueeen Ihen arivne mn a' or rlaunu to the COnIC6CI X,D , o, DID, 1,,.6 Ih r t di Put :1 I,nr drzmon he m. Armin lmaomea uv nui,m under th, (AIDWIDMIln Intilmre Mlinliion Ruka of thv Arnrnaxn .A,bnY.lnnn t',,'Ai, mDr, puts u, e,th, of then mhrnrir>< apjm the Other z Jemmnd im. nrhImD)n purausmt Io ptm >t Ipn' "A th h 1 ". unl_: u I -In r..daum ar"niufxtno wuvld arno.a,h pr nnc Of ma Ivniu. Thr pea thud -a It lah ronn-t,1thn WinZil m 01 . eirzssmn laI rl i¢ lion w pre_ aLd in rmClaph I6: and Ica nkxsc slump he n"I zl e: ilh h5i w n nsous nunnum-d a mllsiaficm nithn thou nmc nnpli:nbir tine rnu n.D st l remain a+cmdrd until ten days oiler the mrmn:nunn of the mediation 'mite muhamr ni v dIlrun,i dD, Div ncrec»an,t ,nlln n..u:rtinatnr afschJ spec unlccothcnvaa avoid. I I LKII >� CUNN riJNs o 9eo LNt,mj . cu cot,l,l !I tlt " ',,!4 . R, " , r�t N A,