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Home My WebLink About690303.tiff3RIDGE NO. 225 CR I DGE NO, 302 WELD COUNTY, COLORADO Project No. 158-611 SPECIFICATIONS July 25, 1969 EAGLE ENGINEERING CO., INC. Consulting Engineers 2200 West Chenango Littleton, Colorado 690303 I'',VITATL. .eneral lids are requested by the \eld County _oard of County :omrissioners for the construction of two bridges located within the County of Weld, Colorado. Proposals will be accepted at the ounty Court louse, _Creelev, Colorado, in the office of the Count, Commissioners, until 10:00 AM, on August 1, 1969, at which time all bids received will be publicly opened and read. Contract :ocuments The Contract Documents Engineer, Eagle Engineering Colorado. A deposit of $10 returned upon return of the days after the bid opening, ma•; be obtained at the office of the Co., inc., 2200 West Chenango, Littleton, .00 is required, $5.00 of which will be plans and specifications within seve!. in good condition. INFORMATION FOR BIDDERS 1. CONTRACT DOCUMENTS: The "Invitation to Bid", the "Information for Bidders", the "Bidders Proposal", the "Form of Contract", and "General Conditions", the "Detailed Specifications", and the "Contract Drawing" are the Contract Documents which will form the contract. Bidders must examine etch of the Contract Docu- ments, must visit the site of the work and inform themselves of the conditions and difficulties to be encountered in the execution of the work. 2. PROPOSAL OPENING: In accordance with the "Invitation to Bidders", sealed proposals for performing the work will be received. They will be publicly opened and reed at the time and place stated in such notice, and award of the Contract, if awarded, will be made as soon thereafter as practicable. 3. PROPOSAL FORM: All proposals must be on the form provided herein and should give the unit price for each item and the total price. Prices shall be in both words and figures, and must be signed and acknowledged by the bidders, as directed in the proposal. Proposals which are mailed shall be plainly marked on the outside of the envelope as to contents and opening date and hour. 4. STATEMENT OF COMPETENCY: The contractor shall submit, along with the proposal a'Statement of Competency" which outlines: A. Work performed in the past three years, of a similar nature. B. Equipment available for use on this project within 10 days after letting. 5. ACCEPTANCE OR REJECTION OF BIDS: The Owner reserves the right to reject any or all proposals. Any proposal which is irregular, incomplete, or obscure may be rejected. Proposals having erasures or corrections on the proposal sheets may be rejected. Any proposal in which unit prices are omitted or in which prices are obviously unbalanced may be rejected. The Owner reserves the right to waive technical defects. 6. PROPOSAL GUARANTEE: All proposals shall be accompanied by a certified check or bond in the amount of 5% of the bid, payable without condition to the Owner. Proposal guarantees will be returned promptly after the contract has been awarded and the successful bidder has executed the required performance bond. 7. PROPOSAL EXECUTION: Each proposal must be signed by all interested parties and in the case of a corporation must be signed by the President and Secretary or a duly authorized agent and be accompanied by the corporation seal. All Contract Documents shall be placed in an envelope, sealed, marked as to contents and be delivered to the Owner prior to the date and hour set for the letting. 8. BID ACCEPTANCE: The successful bidder shall within five days after notifi- cation of award enter into a contract with the Owner and provide a good and sufficient performance bond acceptable to the Owner in the penal sum equal to the total bid, conditioned upon the faithful performance and carrying out of the contract completely within the time and manner specified in the Contract. This bond shall also make the successful bidder liable for any and all damages or injuries sustained by or resulting to the Owner because of failure to complete the work specified herein, and further conditioned that the successful bidder will pay for all materials required to be furnished by him, labor performed, machine, and truck hire, provisions, supplies, sustenance and services rendered, and save harmless the Owner to the extent of any and all payments in connection with the carrying out of said Contract as provided and required by Section 9514 of the Compiled Laws of Colorado, 1921; by Chapter 148 of the 1929 Sessions Laws of Colorado and all amendments thereto. 9. CONTRACT CLARIFICATIONS: Should a bidder find discrepancies in, or omissions from, the Drawings or Contract Documents, or should he be in doubt as to their meaning, he should at once notify the Engineer, who may send a written addendum to all bidders if required. Such requests for interpretation of the Documents shall be in writing and the bidder submitting the request shall be responsible for its prompt delivery. No oral statements by anyone will relieve the contractor of the risks and responsibilities or from completing the work in accordance with the Contract Documents. 10. EXECUTING CONTRACT AND DAMAGES FOR FAILURE TO EXECUTE: Any bidder whose proposal shall be accepted shall appear at the office of the Owner in person or, if a firm or corporation, a duly authorized representative shall so appear, and execute the Contract within five days after notice of award has been delivered to him. Failure on neglect so to do shall constitute a breach of the agreement effected by the acceptance of the Proposal. The damages to the Owner for such breach will include loss from interfer- ence with its construction program and other items whose accurate amount will be difficult or impossible to compute. The Proposal guaranty accompanying the proposal shall be retained by the Owner as liquidated damages for such breach. In the event any bidder whose proposal shall be accepted, shall fail or refuse to execute the Contract as therein before provided, the Owner may, at its option, determine that such bidder has abandoned the Contract and thereupon his proposal and the acceptance thereof shall be null and void and the Owner shall be en- titled to liquidated damages as above provided. 11. PRICES: In the event of discrepancy between prices quoted in the Proposal in words and those quoted in figures, the words shall control. The prices are to include the furnishing of all material, plant, equipment, tools, scaffolds, and all other facilities, and the performance of all labor and services necess- ary or proper for the completion of the work except such as may be otherwise expressly provided in the Contract Documents. it RIu4l Weld county, Colorado ill Item ':o. Description '.;nit Unit Price Amount Total Price 1. Site Preparation L.S. $ 2,500.00 1 $ 2,500.00 Abutments & piing balls S.7. 2.50 1560 3,900.00 3. Piling L.F. 7.00 1800 12,600.00 4. Sway Bracing L.F. 8.50 120 1,020.00 5. Pier Caps Each 875.00 4 3,500.00 6. bridge Decking S.F. 5.30 3420 18,126.00 7. Embankment ::.Y. 2.00 520 1,040.00 Reflectors Each 7.00 8 56.00 Total Bid $ 42,742.00 Total id in Words, Forty two thousand, seven hundred forty-two dollars and no cents. In addition to the above (I) (We) propose that the work will be completed within * 60 calendar days from the signing of the Contract. (60 days total for both Bridges) Bidder By Date FAST CONSTRUCTION CO. August 1. 1969 PRICES TO INCLUDE Item I. Site Preparation; This lump sum item shall include all excavation, fill, clearing of debris, installation of culverts, and all work required to prepare the bridge site for future construction. In addition, this item shall include final clean-up of the site in ord- er to restore the stream bed to its original channel elevation. Item 2. Two Abutments and Wing Walls; This item shall include all excavation, structural backfill, installation of concrete earth stops, install- ation of dead men, and all necessary labor, material, equipment and tools to complete this work, complete in place and paid for on a square foot basis. Item 3. Piling; This item shall be paid for on a per foot basis, complete in place, cut off at the elevation required, and shall include all ne- cessary labor, material, equipment and tools necessary to complete this work. Item 4, Sway Bracing; This item shall include all material, labor, equipment and tools necessary to install the sway bracing as shown on the draw- ings, and shall be paid for on a per foot basis, complete in place. Item 5. Pier Caps; This item shall include furnishing, installing, material, labor, equipment, welding, and all tools necessary to install the concrete pier caps, complete in place as shown on the drawings, and shall be paid for on a unit price basis. item 6, Bridge Decking; This item shall include furnishing and installing the bridge sections, welding, grouting, installation of hand rails, and all items required to complete the bridge, together with all mat- - erial, labor, equipment and tools necessary, and shall be paid for on a per foot of completedbridge. Item 7. Embankment; This item shall include furnishing, compacting, and grad- ing of embankment material to the grade as staked by the Engineer. All material is available within the site area and shall be paid for _ on a cubic yard basis, complete in place. Item 8. Reflectors; This item shall include furnishing and installing of re- flectors at the location as shown on the drawings and shall include all material, equipment, labor, and tools necessary, and shall be paid for on a unit price basis, complete in place. Item 9. Concrete Decking; This item shall include all material, labor and all else necessary to pour the concrete decking when called for, complete in place with reinforcing, etc., as shown on the plans. This item shall be paid for on a square foot basis. FAST CONSTRUCTION COMPANY Contractor's Statement of Experience `,' Page..z,. �;Iteia5� x. ' Projects completed during the past five years Type of Work 9964,,Highway Dirt Work -,196k Forest Access Road 1964= 'Highway Dirt Work ?, .,1964' .`laske Cleaning '1965'. .Flood Damage Repair 1965;.=Flood-Damage Repair ,1965 Forest Access Road 1965 ;'Sxcavation —Th1965 ,lake Cleaning ,1965' Site Grading X 1965 Highway Excavation 1966,. Highway Excavation '1966 'Highway Rxcavation 1 2966 Site'Grading :196674Road Excavation °19661 ;Dam Repair 1966 Highway Excavation •1966r74Highway Excavation '',1966, Interchange Modification 966t -,Highway Excavation .1966 ' Boat Ramps & Grading 1' q,966 levy Repair '2966 Boat Ramp & Parking Lot 2966 .,Highway Excavation 1966 ::Highway Excavation 1966 CHighway Excavation ''1967 Ssrthfill Dam '-1967, Road Construction 1967 ' Road Construction 1967 ..'Road Construction 1967 Box Culvert 1967` Road Construction 1968 'Highway Improvements ° 1968 Water Treatment Plant A. .1968.'Neadgate Repairs `.1968 ` Sanitation Sewer Imp. 1968 Box Culvert ua.1968 +.Road Construction -,.1968 Water & Sewer System 1968 .'Road Construction , 1968 Water & Sewer System Contract Amount 184,000.00 12,000.00 85,000.00 207,000.00 7,965.00 12,500.00 17,736.00 8,850.00 74,873.76 106,000.00 100,000.00 61,810.00 26,422.,00 57,948.40 17,736.00 11,673.50 47,215.25 35,081.00 42,365.00 34,938.00 5, 730.' 21,470.00 1.1,360.00 309,746.00 53,73k 00 10,331.93 310,310.00 9,610.00 202,306.00 118,958.00 41,455.00 108,770.00 372,754.00 92,000.00 15,680.00 33,167000 42,792.00 112,882.00 3.5,185.00 349,915.00 46,877.E Location of work & for whom Hampden Ave. Northwestern Eng. Co. Walden, Colo. Game, Fish & Parks Dept. Holyoke, Colo. Northwestern-:Eng. Rocky Mt. Arsenal Corps of Engineers Kit Carson, Colo. Corps of Engineers Ft. Lupton, Colo. Corps of Engineers Walden, Colo. Game, Fish & Parka Dept.,. Bonny Reservoir Game, Fish & Parka Dept. Cherry Creek Reservoir Corps. Of Eng. Boulder, Colo. - I.B.M. Corp. Brighton, Color Northwestern Eng. Caa" Hampden & Kipling' Keivit Son's Merino, Colo. A.S. Horner Co. Walnut Hills Sub-div. Cherry Creek Reservoir Game, Fish:A Parkq,- Thornton, Colorado Sheridan Blvd. Northwestern Eng. C4.' Ft. Morgan, Colo. Blanchard & Kenney Arapahoe Road Colo. Dept. of -Highways Granby, Colo. Siegrist Construction Flagler, Colo. Game, Fish .& Parks'Dept. Winter Park, Colo. Pascal Constr.`CO. Willow Creek Res. Colo. Dept. Game & Fish Broomfield, Colo. Asphalt Paing Deertrail, Cobo.'Christense*'Conat,'Go. Wiggins, Colo. Mt. States Bridge CO., Mack, Colo. Game, Fish & Parks. Dept., Sweitzer Lake Game' & Fish Dept. Sedalia S.W.'Colo. Dept. of Highways ., Hayden, Colo. Peabody Coal Co. Limon, Colo. S.W. Colo. Dept. of Highways Rangely-Meeker Northwestern Eng.'Co. Two Buttes & Vilas Colo. Highway Ft. Collins Robert Dougan _' Ft. Morgan Bijou Irrigation Co. Ovid, Colorado Limon, Colorado Colo. Highway Dept. Arlington, Colo. Colo. Highway Dept. Byers, Colorado Aroya, Colorado Colorado Highway Dept. Fraser, Colorado BRIDGE NO. 225 FORMAL CONTRACT - This AGREEMENT and FORMAL CONTRACT made and entered into this 6th day of August , 19 69 . by party of the first part, termed in this agreement, specifications and proposal, as the Owner or WELD COUNTY COLOi3DO and by the -party of the second part, termed in this agreement, specifica- tions and proposal, as the Contractor or FAST CONSTRUCTION COMPANY WITNESSETH: WHEREAS, in consideration of the sum of Forty two thousand, seven hundred and forty-two dollars ($ 42,742.00 ) as specified in the proposal to be paid by the Owner to the Contractor at the time and in the manner hereinafter provided, the said Contractor shall furnish all labor, tools, equipment and materials to construct complete in every detail to wit: BRIDGE NUMBER 225 All to the satisfaction of and under the direction of the Engineer and to deliver to the Owner the project, named above, ready for operation and in complete accordance with the Plans and Specifications, General Conditions, Proposal, and related documents hereby made a part of this agreement. _ It is hereby further agreed that time being of the essence for the completion of the work to be done under this Contract, the Contractor hereby agrees to commence work under this Contract on or before Aug. 12. 1969 and prosecute the same so as to fully complete the above named project, ready for operation on or before October 12, 1969 The Contractor agrees to prosecute said work diligently and uninterruptedly at such a rate of progress so as to insure full completion thereof within -- the time set forth herein. The Contractor further agrees to pay to the Owner the sum of One Hundred dollars and no cents ($100.00) per day, not as a penalty, but as reasonable liquidated damages for breach of this Contract by the Contractor failing, neglecting or refusing to complete said project within the time herein specified and said daily payment shall be paid for each and every -" consecutive calendar day after October 12, 1969 which time is set forth for completion of the project, ready for operation. it is further agreed that the Contractor shall deliver to the Owner said project as described hereinbefore, complete as called for in the specifications and on the drawings, clear and free from any and ail liens, claims and demands of any kind for materials, equipment, supplies, labor, accident, death or otherwise. To insure prompt, faithful, sufficient, and complete performance of this Contract on its part, the Contractor has attached hereto and here- by makes a part hereof a Bond to Le :. tif-factory in all respects to the said party of the first part, Said 'Cord in the fu'l amount of the con- tract price is to insure the faithfui forma',c3 of the Contract under all conditions laid down by it and tilt specifications and proposal cover- ing equipment furnished, labor Employees, karkmansnip, material, time of completion and delivery. Said food shall ;io1J cad keep said party of the first part harmless and free frcm all liens, claims, patent infringement liability, demands and expenses of every king cnd na ure for any accident or injury to any persor, or ocrsuns or property occassioned by or result- ing from the prosecution of tha terms of the ';ontcact, Specifications or Proposal, and for the use cf any articles, material, equipment, or process that may be patented and on any and eve, -y account whatsoever. That the full price and cnerge to be a -id th2 Contractor by the party of the first part pursuanto tie teri,is of this agreement contract, specifications and proposal, shall be payable as provided in the specifi- cations and the proposal which is a part hereof. This Contract is executed in three (3) copies. IN WITNESS WHEREOF, said parties have set their hands and seals at Greeley Colorado , the day and year first above written. SEAL ATTEST: SEAL ATTEST: By FAST CONSTRUCTION COMPANY oqie-dt,-e-4642_ Contract 2 (Contractor Chairman of the Board Board of County Curnrnissivners Weld County, Co/01.00:; _ Bond Number 1606937 AND PAYMENT — PERFORMANCE/ BOND KNOW ALL MEN BY THESE PRESENTS, That we, FAST CONSTRUCTION COMPANY P. 0. Box 366 of Strasburg, Colorado 80136 as Principal, and THE TRAVELERS INDEMNITY COMPANY as Surety, are held and firmly bound unto WELD COUNTY BOARD OF COUNTY COMMISSIONERS , (hereinafter called the 46motsomma (Owner) in the penal sum of FORTY THOUSAND SEVENTEEN AND 30/100 dollars ($ 40,017.30 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, admin- istrators, and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal entered into a certain Contract, hereto attached, with the tellOOTIOCIS (Owner) dated 19 , for Bridge Number 302, Weld County, Colorado — which Contract and the Specifications for said work shall be deemed a part hereof as fully as if set out herein. NOW THEREFORE, if the Principal shall well and truly perform and fulfill all the under- takings, covenants, terms, conditions, and agreements of said Contract during the original term of said Contract and any extensions thereof that may be granted by the EldOCXac omk (Owner) with or without notice to the Surety, and during the life of any guaranty required under the Contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, con- ditions, and agreements of any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications to the Surety being hereby waived, shall prompt- - ly make payments to all persons supplying the principal with labor and materials in the prose- cution of the work provided for in said Contract, and any such authorized extension or modifi- cation thereof, then this obligation to be void, otherwise to remain in full force and virtue. AND THE SAID SURETY, for value received hereby, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be per- formed thereunder or the Specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension bf time, alteration or addition to the terms of the Contract or to the work or to the Specifications. — IN WITNESS WHEREFOR, the above -bounded parties have executed this instrument under their several seals this day of , 19 , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned re- - presentative, pursuant to authority of its governing body. ATTEST: S-1522 NEW 1-54, PRINTED IN U A. FAST CONSTRUCTION COMPANY Principal Affix Corporate Seal A t. ney-in-Fact Courtney T. Peterson, Attorney -in -Fact gpa.TalbertETY BONDS AND $a inc. SUTWELVE HUNDRED LINCOLN STREET' DENVER, COLORADO O203 AREA CODE 303 / 292-2330 The Travelers Indemnity Company Hartford, Connecticut POWER OF ATTORNEY does hereby make, constitute and appoint KNOW ALL MEN BY THESE PRESENTS': That THE TRAVELERS INDEMNITY COMPANY, a corporation of the State of Connecticut, G. A. Talbert, Donald D. Scheib, B..R. Clark, Courtney T. Peterson, P. Farmer, M. M. Fulton, Ben L. Matthesen, Nelson D. Brown, Marilyn Kight, all of Denver, Colorado, EACH its true and lawful Attorney(s)-in-Fact, with full power and authority, for and on behalf of the Company as surety, to execute and deliver and affix the seal of the Company thereto, if a seal is required, bonds, undertakings, recognisance., consents of surety or other written obligations in the nature thereof, as follows: Any and all bonds, undertakings, recognizances, consents of surety or other written obligations in the nature thereof and to bind THE TRAVELERS INDEMNITY COMPANY thereby, and all of the acts of said Attorney(s)- - in -Fact, pursuant to these presents, are hereby;ratified and confirmed. This appointment is made under and by authority of the following by-laws of the Company which by-laws are now in full force and effect: ARTICLE IV, Sacrum 13. The Chairman of the Board, the President, the Chairman of the Finance Committee the Chairman of the Insurance Executive Committee, any Senior Vice President, any Vice President, any Second Vice President, any Secretary or any Departmedt Secretary may appoint attorneys -in -fact or agents with and authority, as defined or limited in their res tive powers of attorney, for and on behalf of the Company execute and deliver, and affix the seal of the Conppaany thereto, bonds, undertakings, recognizances, consents of surety or other written obligations in the naturethereof and any of said officers may remove any such attorney - in -fact or agent and revoke the power and authority given to him. ARTICLE IV, SECTION IS. Any bond, undertaking, recognizance, consent of surety or written obligation in the nature thereof shall be valid and binding upon the Company when signed by the Chairman of the Board, the President, the Chairman of the Finance Committee, the Chairman of the Insurance Executive Committee, any Senior Vice President, any Vice President or any Second Vice President and duly attested and sealed, if a seal is required, by any Secretary or any Department Secretary or any Assistant Secretary or when signed by the Chairman of the Board, the President, the Chairman of the Finance Committee, the Chairman of the Insurance Executive Committee, any Senior Vice President any Vice President or any Second Vice President and counter- signed and sealed, if a seal is required, by a duly authorized attorney -in -factor agent; and any such bond, under- taking, recognizance, consent of surety or writte,q obligation in the nature thereof shall be valid and binding upon the Company when duly executed and sealed, if a seal is required, by one or more attorneys -in -fact or agents pursuant to and within the limits of the authority granted by his or their power or powers of attorney. This power of attorney is signed and sealed by facsimile under and by the authority of the following Resolu- tion adopted by the Directors of THE TRAVELERS INDEMNITY COMPANY at a meeting duly called and held on the 30th day of November, 1959: VOTED: That the signature of any officer authorized by the By -Laws and the Company seal may be affixed by facsimile to any power of attorney or special pow* of attorney or certification of either given for the execution of any bond, undertaking, recognizance or other wrjtten obligation in the nature thereof; such signature and seal, when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. This power of attorney revokes that dated January 2, 1968 on behalf of G. A. Talbert, Donald D. Scheib, B. R. Clark, Courtney T. Peterson, P. Fanner, M. M. Fulton, Ben L.'Matthesen, Nelson D. Brown, Marilyn Kight _ IN WITNESS WHEREOF, THE TRAVELERS INDEMNITY COMPANY has caused these presents to be signed by its proper officer and its corporate seal to be hereunto affixed this 12th day of December 1968 • THE TRAVELERS INDEMNITY COMPANY By Secretary, Fidelity and Surety State of Connecticut, County of Hartford —as: Orr this 121.1, E -77 -4 -ay of December- in the year -1968 Vet —ore —the personally came Wm. A. Shrake to me known, who, being by me duly sworn, did depose and say: that he resides in the State of Connecticut; that he is Secretary (Fidelity and Surety) of THE TRAVELERS INDEMNITY COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the peal affixed to said instrument is such corpora seal; that it was so affixed by authority of his office underlif►e by-laws of said corporation, and that he signed his name thereto by like authority. iters•tatelldad. Notary Public My commission expires April_1, ;],969 5.1x69 rn NIE01N u.s.k 768 (Over) CERTIFICATION I, E. A. Hue ii1,A eiatant Secretary (Fidelity and Surety) of THE.TRAVELERS INDEMNITY COMPANY certify that t$ Mgoint power of atierney, the above quoted Sections 13. 13. of Article IV of the By -Laws and the Reeolution of the Board of Directors of November 30, 195tltavii not been abridged or revoked ands* awn n Mll s cs and effect. Signed and Sealed at Hartford, Connecticut, this day of 19 . Stentimada Assistant Secretary, Fidelity end St aaay 44869 (BACK) THE TRAVELERS Certificate of Insurance This is to certify that policies of insurance as described below have been issued to the insured named below and are in force at this time. If such policies are canceled or changed during the periods of coverage as stated herein, in spch,a manner as to Rat this certificate, written notice will be mailed to the party designated below for whom this certificate is issued., giving ten days written notice . 1. Name and address of party to whom this certificate is issued Field County Board of , County Commissioners ' Greeley, Colorado L -J 2. Name and address of insured FAST CONSTRUCTION COMPANY 14811 East Colfax Aurora, Colorado 80010 3. Location of operations to which this certificate applies State of Colorado 4. Coverages For Which Insurance is Afforded Limits of Liability Policy Number Policy Period" Workmen's Compensation and Employers' Liability in the state named in item 3 hereof Compensation —Statutory • Bodily Injury Liability —except automobile 100,000. each person • $ 300, 000 . each accident In cluding Protective 1 300, 000 . each occurrence Property Damage Liability —except automobile _• $ 100,000 • each accident 1 100,000 . each occurrence NSL 2328107 1-1-69/70 Iri eluding Protective $ 100,000. aggregate Bodily Injury Liability —automobile • $ 100,000. each person $ 300, 000. each accident t 300,000. each occurrence . NSL 2328107 1-1-69/70 Property Damage Liability —automobile $ 100,000 each accident t lnfl, 00f1 _ each occurrence Liability (Bodily Injury and Property Damage) $ each accident • I each occurrence Absence of an entry in these spaces means that insurance is not afforded with respect to the coverages opposite thereto. "Policy is effective and expires at 12:01 A.M., standard time at the address of the named insured as stated herein. Description of Operations, or Automobiles to which the policy applies: ALL OPERATIONS - ALL VEHICLES AUTOMATICALLY COVERED Bridge Number 302, Weld County, Colorado ' bl tr---•- The insurance afforded is subject to all of the terms of the policy, ineludag endorsemvua, appbce e t Denver,Colorado Offir. Producer Date G. A. TALBERT, INC. August 4. 1969 THE TRAVELERS INSURANCE COMPANY THE TRAVELERS INDEMNITY COMPANY THE CHARTER OAK FIRE INSURANCE COMPANY Authorised ReprmentaNse C -59$b REV.11.66 mulatto IN U.S.A. EQUAL OPPORTUNITY CLAUSE (To Be Incorporated in the Construction Contract or Attached as a Rider Thereto) During the performance of this contract, the contractor agrees as follows: 1. The contractor will not discriminate against any employee or applicant for employment because of race, creed, color, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without re- - gard to their race, creed, color, or national origin. Such action shall include, but not be limited, to the following: 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. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the Government setting forth the provisions of — this nondiscrimination clause. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified appli- cants will receive consideration for employment without regard to race, creed, color, or national origin. The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the Government, advising the said labor union or workers' representative of the contractor's com- mitments under this section, and shall post copies of the notice in con- spicuous places available to employees and applicants for employment. The contractor will comply with all provisions of Executive Order No. 10925 of March 6, 1961, as amended by Executive Order 11114 of June 22, 1963, and of the rules, regulations, and relevant orders of the President's Committee on Equal Employment Opportunity created thereby. The contractor will furnish all information and reports required by such Executive Orders and by the rules, regulations, and orders of the said Committee, or pursuant thereto, and will permit access to his books, records, and accounts by the Government and the Committee for purposes — and investigation to ascertain compliance with such rules, regulations and orders. In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be cancelled, terminated, or suspended in whole or in part and the contractor may be delcared ineligible for further con- ^ tracts in accordance with procedures authorized in said Executive Orders and such other sanctions may be imposed and. remedies invoked as pro- vided in the said Executive Order or by rule, regulation, or order of the President's Committee on Equal Employment Opportunity, or as otherwise provided by law. The contractor will include the provision of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regula- tions, or orders of the President's Committee on Equal Employment Oppor- tunity issued pursuant to such Executive Orders so that such provisions will be binding upon each such subcontractor or vendor. The contractor will take such action as the Government may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, that in the event the contractor become involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the Government, the contractor may request the United States to enter into such litigation to protect the interest of the United States. Provisions of this equal opportunity clause are not applicable to any contract not exceeding $10,000. ��9-a-N � ontractor FHA 400-2 (9-30-63) GENERAL CONDITIONS 1. Description. The following specifications are general in scope and parts.s?f these specifications may refer to conditions not en- countered :ir"i? the.work detailed in this contract and therefore would not apply. Any part of these General Conditions which pertains to a non-existent condition and does not apply to the work to be per- formed under this contract, shall have no meaning in this contract. Where these General Conditions conflict or disagree with the Special Provisions, the Special Provisions shall govern in all cases. 2. Definitions The following terms as used in these Contract docu- - ments and specifications are defined as follows: as set forth "Owner" The party initiating the project in the contract, or to their properly author- ized representative. "Contractor" The party or parties, contracting to perform the work to be done under this contract, or the legal representatives of such parties or party. "Subcontractor" A person, firm, or corporation having a di- rect contract with the contractor to supply labor or materials and labor for the work outlined under this contract. ^ Eagle Engineering Co, Inc., Consulting En- gineers, 1385 Sheridan Blvd., Lakewood, Colo- - rado, and to their properly authorized agents, limited by the particular duties entrusted to them. 3. Documents Composing the Contract. It is understood by the con- tracting parties that the following documents are essential portions of the complete contract: The Invitation to Bidders, Instructions to Bidders, Proposal, all drawings, maps and plans hereto attached or herein described, General Conditions, Special Provisions, Tech- - nical Specifications, Specific Contract and the Contractor's Bond. 4. Site of Work. Bidders are required to satisfy themselves by per- sonal examination of the Contract Documents and investigation at the site of the work as to the conditions existing and the difficulties likely to be encountered in the construction of the work. No plea of ignorance of conditions that exist or that may here- after exist, or of conditions or difficulties that may be encounter- ed in the execution of the work, as a result of failure to make _ such examination and investigation will be accepted as an excuse for any failure or ommison on the part of the Contractor to fulfill, in every respect, all the requirements of the Contract, nor will "Engineer" the same be accepted as a basis for any claim whatsoever for extra compensation, or for an extension of time. Where test boring logs indicating underground conditions are shown on the Plans, such logs shall be considered as indicating the conditions observed at the time and place the borings were taken and neither the Engineer nor the Owner shall be held respon- sible for any variations encountered at the time of construction. 5. Bidders gua1,111catiansa, The bidder may be required to submit references and such detailed information as will enable the Owner to judge his responsibility, experience, shill and financial stand- - log. The Owner reserves the right to reject any bid if the evidence submitted by or investigations of such bidder fail to satisfy the Owner that such bidder is properly qualified to carry out the ob- - ligations of the Contract and to complete the work outlined therein. 6. Data Sheets_ When data sheets are included in the Contract Do- _ cuments as part of the Proposal, the bidder shall fill in said sheets completely so as to furnish all the information required. Failure to furnish required information will be cause for rejection of the bid. 7. Withdrawal of BiAs. No withdrawal of bids will be allowed upon delivery to proper authority and bids shall be good for a period of thirty (30) days after the scheduled closing time of receiving bids. _ 8. Award of Contract. The contract shall be considered awarded when formal notice of award shall be given to the intended contrac- tor (I.e. the successful bidder) by some offlciers or agent of the Owner duly authorized to give such notice. 9. Notices_ Notice shall mean written notice. Written notice shall be deemed to have been duly served when delivered in person to the person, firm, or corporation for whom intended, or to his, their, or its duly authorized officer, agent, or representative, or when delivered at the last known business address of such person, firm, or corporation, or when enclosed in a postage prepaid wrapper or envelope addressed to such person, firm, or corporation at his, their, or its last known business address and sent by registered mail with return receipt requested. IC. Execution of Contracts and Bonds. Each contract must be exe- cuted in fourTkTccunterparts, each of which shall be deemed en original, and there shall he executed en equal number of counter- parts, each of which shall be deemed an original, of the Contractor's performance bond. One (i) copy of said executed documents will be _ retained by the Owner; the second will be delivered to the Contrac- tor; the third will be delivered to the Bonding Firm; end the fourth will be kept in the Engineer's file. The Contractor must provide the necessary insurance outlined in General Conditions and the Special Provisions. The total cost of executing the Contract, Bonds and insurance is to be borne by the Contractor who is awarded the Contract. i1. Performance Bond. The Contractor shall furnish a surety bond form attached in an amount at least equal to one hundred (100) per cent of the contract price as security for the faithful r- formance of this contract and for the payment of all persons per- forming labor and furnishing materials in connection with this contract. Said bond shall else he a complete surety for all guar- antees of materials and workmanship required in these specifications. 12. Co trnector's Insurance,., The Contractor shall not commence work — undev this contract until he has cb eined all insurance required uncec this contract and uch insurance has been approved Y Owner, nor shall the Contractor d ilow any subcontractor to commen- ce is nce required ` covaruge ofhthesubcontract until 4similar for and approved. 1?. Workmen's Compensation Ilturence Tho Contractor shall Qttake iouout and maintain during the life of this contract Workmen's Comp.. Insurance for all his employees employed at the site of the project and, in case any work is souphe Workmen'stor shall Compensationuire the insurance — subcontractor oesimilarlytto provide for all the tatter's employees unless such employees are covered by the protection offered by the Contractor. In case any class of em- ployees engaged in hazardous work under this contract at the job site are not r shat l ptedrovider the and Workmen'sation Statute, to the Contractor shall p provide Employer's LiebilityeInsu.ance for the protection of all — employees not otherwise p 14. Public Liability and ProoertixDarq?.gP._Inssurance. The Contractor — shall be required to furnish ail insurance as required by law end by any governmental agency having jurisdiction thereof. The Con- tractor shall take out and maintain during the life of this Contract such Public Liability (Contractor's Public Liability), Contingent Public Liability (Contractor's Protective Public Co nt ingent ty ility), Prop- erty Damage (Contractor's Property Damage ), Damage (Contractor's Protective Property Damage) insurance by as — shall protect him and any subcontractor performing work coveredlby- this Contract, from claims for damages for personal injury, inclu, ing accidental death, as well as from claims for property p- Y — which may arise from operations under this Contract, whether such operations be by himself or by any subcontractor or by anyone di- rectly or indirectly employed by eihithem. amThetCe Contractor shall maintain coverage of the types and n be- low specified for all work sublet, either by furnishing riders to his own Public Liability and Property Damage insurance policies or by requiring the subcontractors concerned tofurnish e amounts iishthir herein - below Pub- licu Liability and Property Damage coverage, in below specified. The amounts of such insurance shall be as follows: Public Liability and Contingent Public Liability Insurance in an amount not less than $103,000 for injuries, including accidental death, to any one person; and subject to the same limit for each person in an amount not less than $500,000 on account of each accident. Direct and Contingent — r Property Darsace Insurance in an Waourt rot lass than, 025,000 on account of any ono accident; and, subject to the sane- linit for each accident, and in an amount not less than 3100,000. Insurance eoverinl subcontractors may be accepted by the Owner in amounts loss than theca l:ei•ciiir.bove opeci_ied, pre ideOwnd thatr the Contractor shallfrrnish evidence. �sa�.:�3f ac 0}. to the insurance coveral*e offei-erl is adcquete f o:: the ric::a involved. 'I�,o Rolloe:i�.g srcci-al ?i�s.- a15 . Iiasux ne Cover n•r � Y � �,-_,,`T rils chall be covered b,, ride: a r_C_en •t' ;o the I..�Li e Z. 1 Insurance policy en ':oli.:l.co herein else- where Property D,s°a�gc � �.` ,,,, • ,. separate where reouircd to bo furnished by talc ..on.,racto-. or b policies of insurance, in mintnam amounts es followo: • .Automobile ' ublic Liability r)50,000P100,000 000P'100 ,000 l utcn..obile Property Damage 025,000 In the event cxplos_vec, 'oiler", etc. are roc:aired to accot1 push the irorl: urxlel �alievidence of iiz,^uuc�.nce covering to the UBC'e the ve� the Contractor shat hazard involved and in the fo'lcwir-C mounts: Explosive:3 Doilora Other ;,lC0,000/n500;000 u 50,000/ lOO,000 5,000/:; 10,000 Where buildings or structures arc to be constructed under this Contract, the Contractor rthall take out and maintain during the' life of this Contract fire ana 07:tended insurance cuvcring such building or structure to 1004 of the insurable value thereof. 16. Proof of Insurance. :tier to the co:-u7e::eenent of and nor'-: vender. this Contract, the Contractor shall furnish to the Owner for his files certificates executed by the cprropiatc insurance companies as proof that the required insurance is in force. The Company vidinc insurance for this project chall Le required to give the Caner ten (10) days prior written r:c*ice before any :x'terial clk»nga in, or cancellation of, any such policy. 17. Intent of Contract Documents. Tbe intent of these- contract doctu.cntc including Plans and Specifications is to provide for the worn: heroin outlined to be complete in every detail for the pur, • posc designated. The contract doc: eats are complementary and what is called for by any .one shall be as bi_dinr: as if called for 17 all. lC . Charrc In [Jon'_:. The Owner nay authorize the Engineer to direct that changes be Ledo in the work to be performed or naterials to be furnished under the Contract. The cost of any changes in work shall be in accordance with the contract tuft prices. In the event that' no unit price appliesrjore of the then the f followingcost r-'caed n f blchances shall be ddetermined by one or 1. Agreed unit price; _ 2. Acceptable lump sum proposal from the Contractor. 3. Cost plus basis which shall be the cost of labor, materiels and insurance plus fifteen (15) per cent to cover profit and overhead. In the event that an agreement as to the value of the work cannot be reached, the Owner reserves the richt to have such extra work dons by any other person, firm or corporation than the said Contractor and said Contractor fur'.her arcs that hs will not, in any way, interfere with or molest :uch person, firm or corporation in the execution of such work. It is hereby agreed that any claims for extra work that the Contractor may have will not be recognized by the Owner unless said claim has been filed by tin Contractor within seven (7) days after the end of the calendar month in which said work was performed. 19. Quantities. The estimated quantities of work to be performed or materials to be furnished under this Contract are approximate and are for purposes of bidding only. Bidders must satisfy themselves by personal examination of the project bany means s to the correctness of any quantities ianddinthe Contract after submission of their Proposal the Contractor shall not plead misunderstanding or deception because of such estimate of quantities or of the character, or amount of work to be performed. The Owner reserves the right to omit portions of the work and to increase or decrease quantities as may be deemed necessary or desirable and that the actual amount of work to be performed and _ material to be furnished may differ from the estimated quantities; however, should the dollar quantity of the work change by more than twenty-five (25) per cant as a result of said alterations a sup- plemental agreement betweee the Contractor and the Owner will be required. No increase, decrease or alteration of the work shall in any way invalidate the Contract. 20. Plans and Specifications. All work shell be performed in strict accordance with the Contract Drawings or Plans and Specifications. No work shall be performed under this Contract without proper draw- ings and instructions from the Engineer. Any item or work called for by either the Plans or the Spec- ifications shall he binding as if called for by both. If the Plans and Specifications are contradictory in any part, the specifications shall govern. Any minor items not specifically called for in the Plans and _ Specifications but which are necessary to complete the work ready for use in accordance with good practice shall be included as a part of this Contract and shall be furnished at no additional cost to the Owner. The Contractor i s required to check all dimensions and (Ta.np- -- tities of the plans, drawings, or schedules given hin by the Engin- eer and shall notify the Engineer of all errors therein which may be discovered. Figures marked on the drawings shall in general be followed in preference to scale i ease repents. 1, Authority of the Enaa.n©er._ The Engineer in this contract is act- ing as a representative of e Ounce. It shall be the Engineer's duty to supervise, inspect and direct ail rrorh performed. y the this Contractor to insure conrlete co::,limas with e.l. .. s of Ent— __ contract and. to safeguard the best interests of'�the & eer. toThe Ent ineer shall decide any and. ail questions which may the leeelity or acceptability of natcrials furnished and. work performed and asto the manner of perf oe ante and rate of progrece of the work and shell decide all rue stions which may arise as to the it tea e eta— tion of the Flans and Specifications and all questions siof the Contraihe ctox• acceptable f tJf i11x:e nt of the Contract on the part and as to compensation. The Engineer shall call to the attention of the Contractor ax,r, failure of the Work or i:aterials to conform to the terms of the Corr tract are,. upon failure of the Contractor to immediately cease vio— lation of the contract the Engineer shall have the authority to suspend any or all items of wore:. Ho inspector, resident engineer or representative a_,pointed by the Owner shall have any authority to waive aey of the conditions or obligations of this Contract without the e_presc written consent and ap? oval of both the Engineer end. the Dance. The Engineer are. his authorized. repre se ntative s shall have the ' the Conte ac — right to inspect the work and ,materials at all ti:e s and. for shall furnish reasonable facilities for such access and necins ec- tion. Yo work mill be e..ecuted in the absence of the Eng_ or authorized inspectors enlese provision has been ;:,? .de for the cork to proceed. without complete engineering supervision or inspection. The inspection and supervision of the work the ngineer als ais intended?. to assist the. Contractor in aFpyinC labor, rat wor' : anship in accordance vith. the contract provi lions ar.d_ said supervision ard inspectionshall not ^release the Contractor f rom his res oneibility under this Contract nor shall it be a justifica— tion for furnishing inferior materials or wor'_o:'.anship. 22„ Lines And. Grades. Al the work to be performed under this Contract sbe done to the lines, trades and elevations es aho.= on the shall.be Engineer The Contractor shall notify the Engineer sufficiently ahead of time of his constructi,,�a�t�er�tssta erthat withlines a iini-?t�2iAa incone. furnished s.re. nece,...� venience to the Engineer are.delar to the Contractor. The CortrectoT v shall ferrni.sh, without charge, competent men from his` force ae, for h tools, styes, and other materials as the Eng the proper staking for general layout work, for r easurerients and surveys and in ectablishing reference marks in connection with said work. The detailed layout of structures and staking of individual _ items shall be done by the Contractor and checked by the Engineer. The Contractor shall be responsible for the correctness and accuracy of the detail layout of finished structures. 23. Existing Surfaces Overhead _and Suh••surface Structures. Existing surface or overhead structures are not necessarily shown on the plans, and those shown are only approximately correct. The Con- - tractor shall make such irvestications as are necessary to deter- mine the extent to which existing surface or overhead structures may interfere with the prosecution of work contemplated under this contract. Existing sub -surface structures which may be encountered during the construction of the work embraced under this contract, or are located in such proximity to the work to be done under this contract as to require special precautions and methods for their protection, such as sewers, drains, sewage force mains, water mains, gas mains, — telephone and electric donduits, together with appurtenances, are shown in the plan on the drawings insofar as there is public record of their existence. The plan stations and depths shown are, however. only approximately correct, and the Contractor shall make such in- vestigations or explorations as may be necessary to verify the ac- curacy of the information given. Furthermore, it is recognized that the exact location of water mains and yas mains is unknown. Hence, - the Contractor shall, if so ordered, uncover and locate these mains ahead of his excavation operations. In order to avoid damages to private sub -surface utility lines and services as a result of excavating operations, the Contractor shall give adeance notice of each line or service crossing to the particu- lar company concerned. Should It be necessary during the progress of the work to move or relocate existing surface, overhead or sub -surface structures be- cause of physical Interference with the proposed work, or to other- wise facilitate construction, the Contractor shall cause the same to be done at his own cost and expense unless herein provided for other- wise. The Owner, however, reserves the right to make minor changes in the location of the proposed pipelines and structures within the streets, alloys and easements, if this is deemed advisable. Existing surface, overhead, or sub-sur ace structures damaged or destroyed by reason of the Contractor's operation shall be prompt- ly re;;ired or replaced in a manner satisfactory to the owner of the same at the cost and expense of the Contractor. The Contractor shall not claim, nor shall he be entitled to receive compensation for damages sustained by reason of the inac- curecy or the ircor:plcteness of any information given on the drawings, cr for oalays occa3iored in moving or relocating any existing surface, cvernezd or subrurfec., structure, or by reason of his failure to sup - part and maintain such structures as specified. 24. Order of Work and Reports. The general order and sequence of construction of the work shall be subject to the approval of the Engineer. Before starting work, the Contractor shall submit a work schedule to the Engineer and receive tpproval of the same. Said work schedule shall indicate on a monthly basis the amount of work to be performed during the life of the construction project. It is understood this schedule may be changed during the course of the work as aggreed between the Owner, Contractor and Engineer. The Contractor shall submit once a month a schedule indicating work accomplished to date. This information will be submitted in such a manner that it can be applied to the work schedule so as to establish a relationship between work accomplished and work scheduled originally for the same period. Should the Contractor be behind schedule he shall indicate measures he will take to bring the job up to schedule. On lump sum projects the Contractor shall provide a detailed breakdown of costs and quantity of materials in such a manner as to be used in pay estimates. When required by the Engineer the Contractor will furnish periodical estimates for partial payment. 25. Contractor's Guarantee, The Contractor shall construct all work in accordance with standard construction codes and all work includ- ing all equipment and materials must be guaranteed for a period of one (1) year from the date of final acceptance, or for a longer period if required elsewhere in this Contract. During the period of one year from and after the final accept- ance of the work, the Contractor shall, at his own expense, make all needed repairs or replacements due to defective workmanship or ma- terials which, in the judgement of the Engineer, shall become nec- essary during such period. If within ten (10) days after the mail- ing of a written notice by the Owner to the Contractor, or his agent, requesting such repairs or replacement, the Contractor shall neg- lect to make or undertake with due diligence to make such repairs, the Owner may make such repairs at the Contractor's expense. Also in case of an emergency where, in the judgement of the Owner, delay would cause serious loss or d„mage, repairs or replacements may be made without notice being sent o the Contractor, and the Contractor shall pay the cost thereof. 26. Equipment Approvals. The Contractor shall submit to the Engineer for approval such detail drawings, sketches, specifications and descriptions as may be required to establish that each and every piece of machinery and/or equipment proposed by the Contractor for incorporation in the cempleted work fully conforms to the require- ments of the plans and specifications as set forth herein. The appro- val of the Engineer of all machinery and/or equipment proposed for installation in the completed work shall be obtained by the Contrac- tor before shipment of the same to the job. Prior to placing orders with manufacturers for equipment to be incorporated in the completed work, the Contractor shall submit to the Engineer for his preliminary approval as to type, data showing name of manufacturer, catalogue number or equivalent designation, and general description of the equipment offered. The Contractor shall purchase equipment only with a written _ guarantee from the manufacturer that said machinery and/or equip- ment supplied will perform satisfactorily as an integral part of the whole project in accordance with the Plans and Specifications. The manufacturer shall further agree in writing that he will be responsible for the proper functioning of the machinery and/or equipment in cooperation with the Contractor, and that during the initial installation and start up, the n^nnufacturer will furnish such supervision, labor and additional parts necessary for the machinery and/or equipment to perform satisfactorily, all at no additional cost to the Owner. E. Quality of Materials. Wherever in the contract documents a particular brand, make or material, device or equipment is shown or specified, such brand, make of material, device or equipment is to be regarded merely as a standard and such trade name shall be followed by "or equal". If two or more brands, makes of material, devices, or equipment which, in the opinion of the Engineer, is the recognized equal of that specified, considering quality, workman- ship, and economy of operation, and is suitable for the purpose intended, will be accepted. All material and wormanship shall in every respect be in accordance with what, in the opinion of the Engineer, is the best modern practice, and wherever the plans, drawings, specifications, or other contract documents, or the directions of the Engineer ad- mit of doubt as to what is permissible and/or fail to note the quality of any work that inte.rpretetion which requires the best quality of materials and worlcienship in conformity with the best modern practice is to be followed. Unless otherwise specified, all materials shall be new. The Contractor shall, if required, furnish satisfactory evidence as to the kind end quality of materials he proposes incorporating in the work. 28. Protection AcTinst Claims for the Use of Patents All fees for any patented invention, article or arrangements chat may be used upon or in any manner connected with the construction, erection, or maintenance of the work, or any part thereof, embraced in these specifications, shall be included in the price mentioned in the contract, and the Contractor shall protect and hold harmless the Owner against any and.all demands for such fees or claims, and before final payment or settlement is made on account of the contrah propercandthe satisfactoryrshall releaseffromsallcsuchable claims. of a 29. Testing of Materials. The Contractor shall perform all Materials rse tests recurred on this Contract. All laboratory tests shall be performed by an approved tostirg leboratory. Specific test rertire— r.ents shell be s.s set forth elsewhere in the Contract. The Contractor v trE.r_^��or�- shell furnish the natericls,toibeletested, shall ish ol p ary certified test tation charges involver', e reports as required. The Contractor shell h Jll�e � osc othere eocte of wise l s eci ie furnish all riateriels c.nc labor r testing. All strt�ctrrce to ?le ' cc' fee holding 30._ Waterti��Lt Str etvIes.with water shall be iac.e watertight are shall be to etee' by filling water for a k inir em of 24 horrs before they will be ecru tee.. Tests of concrete waterbeFsi:g basins *�ec�' a1 reasonll be s makee thieciz'psxctio-- is placed -:ro�:�.cec', hc�revci•, that where -: � to procee2 before t',c tact able the Engineer nay per_ �it bac.-filling is made. P er.1ic ion to bac'_•:fill shall not relieve the Cortr7.cter from any r_s_.cnsib___ity for vatertightnesc. of the structure and ,"',on r�cT1�' n4 i9 t ital._1 be raking the tests the need to rer'.ove bachfill wises, i this tcslf- c'.one by end at the 07:pence of the Contractor. The cost of ing and Irri ishipg of water will be borne ! the Cortrector. Strrctures rec irec?. to withstand water pressure from outside shell also be tested as abcve where 17.racticable. 1. Contractor t s Ttie i?si_:oil it The Contrc.ctor shall protect his ork - damage suste.inecd. ,prior to completion and work -from damage e.nc' any shall wa,t�.s— factionnof tf tEe ineer.work T Contractor shall becheld. eaccot�ntable faction of the Engineer. for all c enage tothe Omer or his property, rtovotcerrcontrectl ore or other eraplo�*ee^ of the Owner, or to �� Ant conduct by himself or pro— perty, due to irprc.7er, ills �_el, negligent his svhcontra.ctore, ex°ple-rees, or agents,or c,o in n the oxecupioneof the work coverer. by this Contract, or to any defect in, ..ta.c� roper se of, any shoring, scaffolding, spparatre, ,r s, s or plant. 22. the .cieere. All shop or setting' drawing; shall be eute.ittee. to the Engineer es seer as possible after cpproval of the 1 e.rufa tr— er has been obtainer. After r&:ing any eorrectiens required by the Engineer the Centre ctor chell re s Thrift drawings '4thol;t delay. At least three (3) copiee (final) of all shop and setting carat. ings shall be nuleeittcc to the Engineer for final approval of which one (1) copy will be rettrnoc. to the Ccntrector. The Engineert e e.peroriral of chop drew ryas of ecyipr,ent Lard materials is to c eterciine the corsornf.ty of such eevipi:=ent Tateriale with the general features of the deign eraw3. gs. The Contractor shadetall 3 aresponsi le as to the correctness of all h couiirent anc, materials eo that proper and correct operation will result when installed. Approval by the Engineer will rot relieve the Contractor of hic re sponeibi3_ittly for the proper performance or fun ctioning of the completed project. , Surveys, Peri:iits and Regulations. The Contractor shall obtain. and ..ay for ell pert its, licenses and bonds necessery for the pro- secution of the work specified including those necessary for tran— sportation of ►inter ials and equipment and construction operations of whatever nature necessary, which are reevired by Local, Ste.te and Fec' er al regulations and laws. The Contractor shall give oil not= ^es, ray all fees a.nc comply with all Local, State e.nc' Fcde_ rJ. la:s, ordinances, regu,.ations, and building and construction cocci aerxi ng on the conduct of the work. set forth in this Contract. If t' e Contrr etor performs work known to be contrary to such 1e.ws, regulations, or ore inances, he ehall bear all costs arising therefrom. The Omer vill furnish all site surveys, righte—cf tsar-, ease— ments and ditch pernits necessary to authorize construction of ai pert: anent work". required' in the Contract. Sarite , Provisions. The Contractor shall be required to sake sanitary Provisions for all worl.:en ei:iployed during the course of his work, such provisions being satisfactory to the Engineer and in every respect conforming to the ordinances of the City, Town, County and/or the rules of the State 7oard. of Health. relative thereto. At the end of the work all signs and traces of such sanitary provisions gust be re3:'over:. c. Accident Prevention.Precaution shall bo enerc3 wed. at all trues for the protection of persons (including employees) and property. The safety Provisions of applicable lawc, building and construction codes shall be obsexvec.. t:achincry, erui;eient and all hazards shall be guarded or eliminated in accordance :with the safety .rovisions of the Manual of Accidentf. Prevention in 0onetructicn, published by the Associated General Contre.ctors of A ;erice, to the extent that such provisions are not in contravention of applicable law. The Contractor shall erect a e. maintain barricades end suf— ficient sr eguard.a arouse' all excavation, enbankc^ents, or obstruc— tions; shill prcvic e red. or other suitable warning flags, lights, flares, on or near the work and keep them lit at right or at other poor visi.bilitk+ periods; and shall employ such workmen as is neces— sary for the insurance of the above. ,g1....tilityikryices. The coat of all pourer, lighting, water and heating rseviree during construction shall be paid for by the Con— tractor end said cost shall be included. in the Contract Price. 7. Inclai lent Weather. Work- curing inclement weather shall be per — for ed. only by pernis^ion of the Engineer and in a na.nncr so as to aec"re first cl sc construction throughout. If in the jtxkgerent of the Engineer first claw construction can not be obtained during stormy, freezing or inclerent weather, no work will be serf orned.. '3C, .. Clean Fi Pal Inspection. The Contractor shall keep the site of work reasonably free from rub,Ash are accurulations o waste materials during construction work. When the work is com- pleted, all pits, pipes, chambers, conduits, etc. Shall be care- fully cleaned out. The surrounding grounds shall be cleared of all rubbish caused by construction; all sheds, etc. removed and the works left in a neat and presentable condition. After the work presents a neat appearance the Engineer will make his final inspection of the work. The final estimate of arty portion of the work will not be made until after the final in- apection is made and the work found to be satisfactory. $9. Final Tests. After completion of the work the Contractor shall make any and all teats required by municipal or state regulations, and where so provided in said regulations shall furnish the Owner with certificates of inspection by the municipal or state regta- lation bodies. The Contractor shall also make all tests required by the National Board of Fire Underwriters for the purpose of de- termining insurance rates or other protection of the Owner o4. the public. AO. Use of Completed Portions. The Owner shall have the right to take possession of and use any completed or partially completed portions of the work even though the time for completing the ens tire work or such portions may not have expired. Such taking pos— session and use shall not be deemed an acceptance of any work not completed in accordance with the contract documents. 41. Assignment of the Contract. :WA Contractor further agrees that he will not assign this contract, or any part thereof, or any of the money or orders payable under the Contract, without the pre vious written consent of said Owner and of Contractor's sureties, endorsed on this Contract, but will keep the same under his per- sonal control; that no right under this Contract, nor to any moneys or orders due or to become due hereunder,• shall be assert- ed against said Owner or any department, officer, or officers ' thereof, by reason of any so-called assignment, in law or equity, of this Contract, or art part thereof, or of any moneys or orders payable thereunder unless such assignment shall have been sutho'- ized by the written consent of said Owner and Contractor's sure- ties endorsed' on this Contract; that no person other than said Contractor now has any claim thereunder, and that no claim shall be made excepting under this specific clause of this Contract, and under that clause relating to claims of workmen and material - men. 42. Termination For Breach. In the event that any of the provis— ions of this Contract are violated by the Contractor or by any of his subcontractors, the Owner may serve written notice upon the, Contractor and the Surety of its intention to terminate the Con- tract, and unless within ten (10) days after the serving of such notice upon the Contractor, such violation shall cease and sat- isfactory arrangement for correction be made, the Contract shall, upon the expiration of said 10 days, cease and terminate. In the event of any such termination, the Owner shall immediately serve notice thereof upon the Surety and the Contractor, and the Sure- ty shall have the right to take over and perform the Contract, — provided however, that if the Surety does not commence perform- ance thereof within 30 days from the date of the mailing to such Surety of notice of termination, the Owner may take over the work — and prosecute the same to completion by contract for the account and at the expense of the Contractor, and the Contractor and his Surety shall be liable to the Owner for any excess cost occasion- ed the Owner thereby, and in such event the Owner may take possess- sion of and utilize in the completion of the work, such materials, appliances and plant as may be on the site of the work and nec- essary therefore. 9. Beginning and Time of Completion of Work,. The Contractor shall commence work within fifteen (15) calendar days after award of Contract and to prosecute said work diligently and uninterrupted- ly at such a rate of progress so as to insure full completion of work within the time specified in the Contract documents. 44. Extension of Time. If the Contractor is delayed at any time In the progress of the work by any act or neglect of the Owner or of his employees, or by any other contractor employed by the Owner, or by changes ordered in the work, or by fire, strikes, or other causes beyond the control of the Contractor, then the completion date shall be extended sufficiently to compensate for — the delay. Claims for extension of time in writing shall be made to _ the Engineer, within seven (7) days of the beginning of the de- lay. Extension of time will not be granted for delays caused by inadequate construction force, or by failure of the Contractor to place orders for equipment or material a sufficient time in — advance to insure delivery when needed. 45. Excess Engineering_Services. In the event the Contract is not completed within the time specified in the Contract documents (including any approved time extensions) the Contractor shall pay the cost of excess engineering services to the Engineer as liquidated damages. These liquidated damages are in addition to any other liquidated damages for non -completion within the spec- ified time which may be specified elsewhere in the Contract. Resident engineering, su?iervision and inspection that is required beyond the time including any approved time extensions, specified in the contract is considered excess engineering and payment will be made to the Engineer on the following basis: Resident Engineer $ 40.00 per day Inspectors $ 30.00 per day Above costs are to cover actual payroll cost plus all pay- roll overhead items. it being understood that the above costs are on a calendar day basis, or any fraction thereof and are to apply only to the same number of personnel as were regularly assigned to the project during the Contract time. On contracts where no regular supervisory or inspection per- sonnel are assigned, the Contractor shall pay only for inspection trips performers by the no i ne' r after :he contract time on the Qj.O1 i •:',r -our pius: mi ieege plus e;:pere.;e basis of $ ' — 46. Subcontractors. The Contractor may utilize services of . f 4-.1-m work provided ::led the work performed subcontractors on part �. �,, with by such subcontraotors is i n strict accot•d�. noo all contract documents as applied to their work. The Contractor shall award no work to any s6contractor without prior r ; r.ten approval of the Fooireer. Any subcontractor that the Owner or the Engineer ob eces to as Incompetent or unfit shall not be employed. The Contractor agrees to he fully responsible to the Owner for the acts or omissions his s bcontr actor and of anyone em- ployed directly or in6i ectly hill} or them, rnd the contract obligation i gaddition to the i` eb i i i t imposed by low ob1 ;gallon shall be in upon the Contractor. Nothing contained in the Contract Documents shall create any contrectural relationship between any subcontractor and the Owner. Relations `o Other Contractors. The Contractor is required so far as possihie to soarrange his work and to so dispose of his materials as will not interfere with the work or storage of ma- - terieis of other contractors engaged upon the work. He is also required to join his work to that of others in a proper manner, and in accordance with the spirit of the plans and specifications, _ and to perform his work in the proper sequence in relation to that of other contractors, and as may be directed by the Engineer. 48..Job Site. The Contractor rhall confine his operations to the — Owner's property and to the oroperty along rights -of -way in actor - dance with the provisions of rights -of -way agreements which the Owner hes obtained or may obtain for the work contemplated. Pri- vate property shall not he used by the `;ontrector without the wr i ttett consent of the owner of the lend, a copy of which shall be filed with the Owner. 49. C ont;_ac-to `s Su,,,pervis?on ailfi Labor. The Contractor shall keep on his workc ur ng its prognens a ccmpoter.t super i nte':dent and any r.ecessery assistants, al; satisfactory to the Engineer. The superintencont stall represent the Contractor in his absence and all eirections lveo him shall be as bindino as if given to the Contractor. The Contractor shall at all times enforce strict disci- pline and coo(; order among his employees and shall not employ on the work any unfit person or anyone not skilled in the work — assigned to him. The Owner, or the Engineer, shall have the au- thority to order the dismissal of any employee on the work who refusen or neglects to obey any of its instructions, or those of its inspectors relating to the carrying oti = of the provisions and intent of these specifications, or who is incompetent, unfaithful, Nam r•. abusive, threatening or disorderly in his conduct and such person shall not be again employed on the work. 50. Measurement of Work,. For all items of work under this Con- tract which are on a unit price basis, said unit prices shall be applied to the actual number of units of work performed as shown by final measurement. Measurement will be performed by the Engineer according to United States Standard Measures. Lineal measurement will be along the centerline of the work. 51. Payment_ On or before the first day of each calendar month, but not later than one week thereafter, the Engineer shall make _ an approximate estimate of the value of the work done by the Contractor under the terms of this Contract; and, the Owner shall pay to the Contractor on or before the fifteenth (15th) day of the month succeeding the one in which the work was done, the amount of the Engineer's estimate less ten per cent (10%) retention. Said retained percentage of each monthly estimate, together with the final estimate, shall remain in the hands of said Owner until after completion and acceptance in writing by the Engineer and it shall then be paid to the Contractor provided that no liens of material, men, mechanics, laborers, or others arising out of or _ by means of, or on account of the work done under this contract shall theretofore have been filed and remain undischarged of re- cord. The payments so made shall be based upon the quantities of work completed at the time of the estimate, including both labor and such materials as have been delivered on the site of the work in good condition. Cost of materials stored on the job site will be based on Contractor's cost as indicated by material and freight bills. Cost of handling or drayage by the Contractor's forces or over- head, insurance, prove in, profit or other incidental costs will not be paid for separately. The Engineer will submit to the Owner three (3) copies of a certified statement of the estimate for approval. One approved copy will be returned to the Contractor. j2. Owner's Right to Withhold Certain Amounts and Make Application Thereof. In addition to retained percentages the Owner may with- hold payment to the Contractor a sum of money as may be necessary _ to cover defective work not remedied, payments that may be earned or due for just claims for labor or materials furnished in and about the work, failure of the Contractor to make proper pay- ments to his subcontractors, reasonable doubt that the Contract can be completed for the unpaid balance, evidence of damage to another Contractor and excess cost of field engineering and in- spection. In paying any unpaid bills of the Contractor the Owner shall be deemed the agent of the Contractor and any ament oCmadeact by the Owner shall be considered as a payment under the by the Owner to the Contractor and the Owner will render to the Contractor a proper accounting of all such funds disbursed in behalf of the Contractor. Final_._ Estimate and Fay mpnt. Upon completion of the work the .. Engineer she'll ,satisfy himself, by examination and test, that the work has been fully completed in accordance with the plans, spec— ifications and contract documents. Vhen the Engineer is so satis— fled, he shall recommend acceptance thereof to the Owner, who shall. if he agrees withsuch recom-r endations advise the Contractor in wri- ting of acceptance of the work. After the Owner has accepted the work, he shall authorize the Engineer to prepare a final ectinate of the rorh done under the con- tract and the value thereof, including all extra work properly au— thorized and 1:erformed in connection therewith. All prior esti— mates and payments shall be subject to correction in the final estina.te and payment; brt in the absence of error or manif o st mistake it shall be uneer: food that all est^mate when approve by the Owner, shall be conclusive evidence of the work done and materials furnished., From the total amoi nt of the final estivate, there shall be deducted first, all previous payments made to the Contractor under the terr:_s of the Contract, and the balance if any, shall be paid to the Contractor, provided, however, that prior to delivery to the Contractor of the final payment, the Contractor shall first furnish the Owner proof in documentary form that all clam s, liens, or other obligations incurred by hi.a andall of his scab —contractors in connection with the performance of the work Iiage been properly paid and se Aled. This information shall be in affi- davit form and shall bear the authorization of the surety on the performance bond to the Owner to make final settlement with the Contractor. Also, at the time of c1el.1.very to the Contractor of the final payment, the Contractor shall execute and give to the Owner a final receipt. STEEL PILING General. Except as provided herein, all work shall be done according to the provisions of Division II, Construction Details, of the Standard Specifica- tions for Road and Bridge Construction, as adopted by the Colorado Depart- _ ment of Highways on January 1, 1958, which document shall be referred to hereinafter as the Standard Specifications. Steel Piling. This item shall consist of furnishing and driving structural steel shapes or closed -end steel pipe piles of the type and dimension shown on the plans. The steel pipe piles shall be filled with concrete. All work performed under this item shall conform to the lines, grades, dimensions and notes shown on the plans and shall be in accordance with these specifications. Structural steel shapes used in piling shall conform to the requirements of item 41 and Item 48 in the Standard Specifications. All steel pipe piles shall be closed -end shells, detailed or described on the plans. The steel used in the piling shall meet the requirements of A.S.T.M Specification A 252. Grade 2. All concrete placed in pipe piles shall conform to the requirements of Item 46 of these Standard Specifications for Class "A" Concrete. Minimum length of piling to be ordered shall be the driving lengths shown on plans, except that driving lengths of over forty (40) feet shall be ordered in thirty (30) to fifty (50) foot lengths. All cuts at splices are to be made normal to the longitudinal axis of the pile. When test piles are required the Contractor shall not order the general run piling until after the test piles have been driven. The Engineer will determine final lengths of pile required from bearing values developed during the driving of the test piles. Test Piles. When required, the Contractor shall drive test piles at the loca- - tions shown en the drawings, or where directed by the Engineer. The test piles shall be ten (10) feet greater in length than that assumed in the design to provide for any variation in soil conditions. They shall be of the same material, cross section, and type as the permanent piles shown on the plans. The test piles may be spliced if approval of the splice is first obtained from the Engineer. The test piles shall be driven with a steam or air hammer of the type pro- posed for use in driving the remaining piles and their bearing power shall be in accordance with the average minimum penetration per blow for the last five (5) blows as called for on the plans. Driving Piles. Gravity hammers will not be allowed in the driving of steel piling. Steam or air hammers of approved weight and type may be used and must be able to develop an energy per blow, at each full stroke of the piston, of not less than fifteen thousand (15,000) fort pounds. Combustion type pile hammers developing a minimum driving force of twelve thousalll (12.000) foot pounds may be used in lieu of the steam or air hammer. All pile drivers shall be provided with adequate leads which will insure proper position for the pile in place. _ A cast steel driving head shall be used for driving steel piles. A steel' driving head properly designed to support the rim of the shell and distribute the hammer blow. provided with s satisfactory cushion block, shall be used in the driving of steel pipe piles. If the pile top folds. corrugates, or Is other- wise damaged under the impact of the hammer blow, the Contractor shall be re- quirtedcto cut off the damaged portion. When steel pipe piles are used, the Contractor shall provide a suitable device for lighting the inside of the pipe for inspection. When the pile is complete in place, any water or foreign sub- stance shall be removed and the shell then filled with concrete. _ it is expected that piling shall be driven to the full length contemplated, as shown on the plans. This shall net be construed to mean that driving shall stop when such length as shO on the plans has been reached. but on the con- trary, it shall continue to refusal, which is defined as driven to such depth that the average penetration in inches per blow for the last twenty (20) blows shall not exceed that determined by the formulas: WH 0.1 for single -acting steam hammers. S ,. _ ____ __ 0.1 for double-acting steam hammers. 30,000 W m Weight in pounds of striking parts of hammer. H - Height of fall in feet. A = Area of piston in square Inches. C m Steam pressure in pounds per square inch at the banner. S = The average penetration in inches per blow for the last twenty (20) blows. The above formulas apply to friction plies only. When the design load per pile. as indicated on the plans. exceeds thirty (30) tons, the piles will be considered to be point bearing piles and shall be driven to virtual refusal. Virtual re- fusal is defined as a penetration of one (1) inch or less for the final ten (10) blows. In each case the piles shall be driven until the total penetration obtained is satisfactory to the Engineer, regardless of the fact that the required pene- tration, as determined by the above formulas, may be obtained at a lesser depth. When the Engineer so directs, driving shall stop at such elevation as he shall determine. Splicing. Piles shall Aot be spliced without the approval of the Engineer. When splices are made they shall confrom to the details shown on the plans or as approved by the Engineer. ii I I All welds shall be one hundred (100) per cent penet►ation butt welds. Penetration from one side only will be permissible. They may be made either on the ground, before the driving starts, or may be made at the leads to extend piles already partially driven. Painting. After piling is driven, the exposed portion of the piles, including two (2) feet below the streambed or ground line, shall be painted with two (2) coats of field paint in accordance with provisions of Items 38 and 48 in the Standard Specifications. PRESTRESSED CONCRETE BRIDGE SEC General. Except as provided herein the design, fabrication, transportation. and erection of prestressed concrete bridge sections shall conform to the pro- visions of the 1961 edition of AASHO Standard Specifications for Highway Bridges. This item shall consist of furnishing all material, tools, and equipment. and the performance of all operations required to complete and erect all pre- stressed concrete bridge sections as indicated herein. This item also includes furnishing and placing neoprene elastomeric bearing pads and transverse tie bars of the sizes and in the locations and manner indicated on the approved shop drawings.. Materials. Concrete. Type 1 cement shall be used in all prestressed concrete girders. The actual weight of fine and coarse aggregates, and mix design shall be determined by the fabricator. The maximum aggregate size shall be 3/4". The minimum cement content shall be 611 pounds per cu. yd. of concrete and the maximum cement content shall be 705 pounds per cu. yd. of concrete. The concrete shall be air entrained stone concrete having a fresh weight of not less than 137.5 pounds per cu. ft. The compressive strength deter- mined by test cylinders shall be as indicated on the shop drawings at transfer of prestress, and not less than 5500 psi. at 28 days. Steel. All reinforcing steel shall be intermediate grade deformed bars conforming to ASTM Designations A-15 and A-305. All bends, hooks, etc. in bars shall conform to AC1 Standard 315-A. Prestressing elements may be cold drawn high strength wire or cold drawn high strength 7 -wire strand. The maximum allowable diameter of 7 -wire strand shall be 1/2". _ Construction. Prior to fabrication of any member the Contractor shall furnish the Engineer, for approval, complete shop drawings of all portions of the work covered. Such drawings shall include complete dimensions of any assembly or sub -assembly to be used in the work, aggregate gradation and mix design for the concrete, and yield and ultimate tensile strengths of the prestressing ele- ments to be used, method of lifting the members and pickup points or points of bearing during transfer and temporary storage of the members. The Engineer, designated members of his staff, or designated representa- tives, shall during scheduled working hours, have access for purposes of ob- _ serving, inspecting, sampling and testing, to such portions of the fabricator's plant and material stocks as may be incorporated Into or used in the product- ion of any member fabricated under this specification for delivery to the Board. The Engineer shall be notified by telephone of the impending operation prior to the casting of any member by the fabricator. Such notification shall occur more than four (4) working hours and not more than eight (8) working hours prior to the beginning of the contemplated operation. All members shall be fabricated true to line$0 end dimensions as indicated on the shop drawings and shalt be free of chips, "Olds, bulges, or other ob- vious deformations. Minor defects that do not greatly affect the appearance or strength of members may be patched or repaired by the Contractor. Members shall be cast in plywood or masenite lined forms, dr in steel forms. All non -formed surfaces shall be finished as indicated herein. Tops of girder flanges shall bebroom finishedlongitudinal ceuce nform terline parali — el striations In a direction perpendicular the members. Alt other surfaces shall be as formed. All exposed corners shall be chamfered with 3/4" milled strip. A continuous 3/4" drip bead shall — be provided b inches in from the outside face of each curb 4irder. The Contractor shall furnish the Engineer certification by a commercial testing laboratory that compressive stresses of the concrete at the time of — release and at the age of 28 days are as specified herein and as shown on the plans and shop drawings. Should the members be fabricated by an organization that possesses Underwriter Approved testing facilities, such certification — may be furnished by the fabricator. Date August 6, 1969_ Proj .No. ---158 1 BRIDGE NO. 225k NOTICE_ OF AWARD TO: FAST CONSTRUCTION COMPANY 14811 East Colfax Denver, Colorado The Owner represented by the undersigned has considered the Proposal sub- mitted by you for Bridge Number 225 in response to its Information for Bidders. It appecrir.g that it is to the best interest of Said Owner to accept your Proposal in the amount of Forty two thousand seven hundred and 030emt forty-two ($ 42,742.00 _) and you are here'Jy notified that your pro- dollars. posal has been accepted for items one through eight inclusive You are required by the Information for B i d.ars to exe':ute the forma l contract with the undersigned Owner and to furnish the required Contractor's Performance and Payment Bond within ten days from the date of the delivery of this notice to you. if you fail to execute said contract and to furnish said bond within ten days from the date of delivery of this notice, said Owner will e entitled to consider all your rights arising out of the Owner's acceptance of your proposal as abandoned and to award the work covered by your proposal to another, or to re -advertise the work or otherwise dispose thereof as the Owner may see fit. Dated this 6th day of August, 1969 . Title Chairman Board of County Commissioners ACCEPTANCE OF NOTICE Receipt of the above Notice of Award is hereby acknowledged this 6th day of ugust , 196 9 By tL-lev)1 Title NOTICE TO PROCEED TO: FAST CONSTRUCTION COMPANY 14811 East Colfax Denver, Colorado eel IdNONIRON. Date August 6 1969 Proj. No. 158-611 BRIDGE NO. 225 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 Contractors Performance and Payment Bond has 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 five days calendar days from receipt of this notice as required by the Contract. Dated 6th. day of August WELD COUNTY. COLORADO itle Chairman Board of County Commissioners ACKNOWLEDGEMENT OF NOTICE Receipt of the above Notice oProceed is hereby acknowledged this 6day Y of August FAST CONSTRUCTION COMPANY By 7 Title /?4 c Contractor .9a�� Date Pro). No.. CONTRACT £IIAi$GE, 0RDBR Date of Cohtrett,r_... Order No., TO: Item Description Unit Price Add Chance to C tract Masa a at Totals' The sum of $ Contract Price. Th (not changed) by to the Contract. is hereby (added to) (deducted from) the total e time provided for completion is (increased) (decreased) calendar days. This document will become a supplement and at"provisions of the Contract will apply hereto. Requested by: By. Title Reco mended _ Accepted Date_, Approved: i Date By Title Date Engineer' Contrabtor Hello