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Home My WebLink About690242.tiffEagle Engineering esedatagf Erman 690242 5 :RIDGE NO. 302 WELD COUNTY, COLORADO Project lo. 158-611 SPECIFICATIONS July 25, 1969 EAGLE EiIG1NEERI iG CO., INC. Consulting Engineers 2200 West Chenango Littleton, Colorado I::VITA-110k TC CI General Eids are requested by the Weld County ward of County Commissioners for the construction of two bridges located within the County of Weld, Colorado. Proposals will be accepted at the aunty Court House, _.reeley, Colorado, in the office of the County Commissioners, until 10:00 AM, on August 1, 1969, at which time all bids received will be publicly opened and read. Contract Documents The Contract Documents may be obtained at the office of the Engineer,'Eagle Engineering Co., Inc., 2200 West Chenango, Littleton, Colorado. A deposit of $10.00 is required, $5.00 of which will be returned upon return of the plans and specifications within seven days after the bid opening, 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 each 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 shell 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. BIDDERS PROPOSAL CRIDGE NO. 302 Weld County, Colorado Item 1. 7. 3. 4. 5. 6. 7. 8. 9. Description Site Preparation Abutments Piling Sway Braces Pier Caps Bridge Decking Embankment Reflectors Concrete Decking Total Bid in Words, Unit Lnit Price Amount Total rric.e L.S. $ 3,000.00 1 $ 3,000.00 S.F. 2.50 840 2,100.00 L.F. L.F. Each S.F. C.Y. Each S.F. 7.00 1400 8.50 50 1,000.00 3 4.90 2987 2.00 520 7.00 6 2.00 2987 Total Bid 9,800.00 425.00 3,000.00 14,636.30 1,040.00 42.00 5,974.00 $ 40,017.30 Forty thousand, seventeen dollars and thirty cents. In addition to the above (1) 60 calendar days from (60 days total for both Bri (We) propose that the work will be completed within the signing of the Contract. dges) Bidder AST CONSTRU TI0N CO. /a C2—>9 By Date August 1, 1969 PRICES TO INCLUDE Item 1. 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 2 Item 3 Projects completed during the past five years Year Type of Work 1964 Highway Dirt Work 1964 Forest Access Road 1964 Highway Dirt Work 1964 lake Cleaning 1965 Flood Damage Repair 1965 Flood Damage Repair 1965 Forest Access Road 1965 Excavation 1965 Lake Cleaning 1965 Site Grading 1965 Highway Excavation - 1966 Highway Excavation 1966 Highway Excavation 1966 Site Grading 1966 Road Excavation '1966 Dam Repair 1966 Highway Excavation 1966 Highway Excavation - 1966 Interchange Modification 1966 Highway Excavation 1966 Boat Ramps & Grading 1966 Levy Repair 1966 Boat Ramp & Parking Lot 1966. Highway Excavation 1966 Highway Excavation 1966 Highway Excavation 1967 Earthfill Dam 1967 Road Construction — 1967 Road Construction 1967 Road Construction 1967 Box Culvert 1967 Road Construction 1968 Highway Improvements 1968 Water Treatment Plant 1968 Headgate Repairs — 1968 Sanitation Sewer Imp. 1968 Box Culvert 1968 Road Construction — 1968 Water & Sewer System 1968 Road Construction 1968 Water & Sewer System Contract Amount Location of work & for whom 184,000.00 Hampden Ave. Northwestern Eng. Co. 12,000.00 Walden, Colo. Game, Fish & Parks Dept. 85,000.00 Holyoke, Colo. Northwestern Eng. Co. 207,000.00 Rocky Mt. Arsenal Corps of Engineers 7,965.00 Kit Carson, Colo. Corps of Engineers 12,500.00 Ft. Lupton, Colo. Corps of Engineers 17,736.00 Walden, Colo. Game, Fish & Parks Dept. 8,850.00 Bonny Reservoir Game, Fish & Parks Dept. 74,873.76 Cherry Creek Reservoir Corps. of Eng. 106,000.00 Boulder, Colo. I.B.M. Corp. 100,000.00 Brighton, Colo. Northwestern Eng. Co. 61,810.00 Hampden & Kipling Keiwit Son's 26,422.00 Merino, Colo. A.S. Horner Co. 57,948.40 Walnut Hills Sub-div. 1.7,736.00 Cherry Creek Reservoir Game, Fish & Parks 11,673 50 Thornton, Colorado 47,215.25 Sheridan Blvd. Northwestern Eng. Co. 35,081.00 Ft. Morgan, Colo. Blanchard & Kenney 42,.365.00 Arapahoe Road Colo. Dept. of Highways 34,938.00 Granby, Colo. Siegrist Construction 5,730.00 Fl.agler, Colo. Game, Fish & Parks Dept. 21,47000 Winter Park, Colo. Pascal Constr. Co. 11,360.00 Willow Creek Res. Colo. Dept. Game & Fish 309,746.00 Broomfield, Colo. Asphalt Paving Co. 53,734,00 Deertrail, Colo. Christensen Const. Co. 10,331.,93 Wiggins, Colo. Mt. States Bridge Co., 3'10,310.00 Mack, Colo. Game, Fish & Parks Dept. 9,610.00 Sweitzer Lake Game & Fish Dept. 202,306.00 Sedalia S.W. Colo. Dept. of Highways 1".18,958.00 Hayden, Colo. Peabody Coal Co. 41,455.00 Limon, Colo. S.W. Colo. Dept. of Highways 108,770.00 Rangely-Meeker Northwestern Eng. Co. 372,754.00 Two Buttes & Vilas Colo. Highway Dept. 92,000.00 Ft., Collins Robert Dour*yin 15,680,00 Ft. Morgan Bijou Irrigation Co. 33,1.67,00 Ovid, Colorado 42,792.00 Limon, Colorado Colo. Highway Dept. 112,882.00 Arlington, Colo. Colo. Highway Dept. 35,185 00 Byers, Colorado 349,915,00 Aroya, Colorado Colorado Highway Dept. 46,877.00 Fraser, Colorado 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, COLORADO 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 thousand, seventeen dollars and thirty cents. xicd*Wns ($40,017.30 ) 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 302 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 forth for completion of the project, ready for operation. It is further agreed th said project as described he specifications and on the dr claims and demands of any ki accident, death or otherwise October 12, 1969 which time is set at the Contractor shall deliver to the Owner reinbefore, complete as called for in the awings, clear and free from any and all liens, nd for materials, equipment, supplies, labor, ATTEST: SEAL ATTEST: a l"I'/./ To insure prompt, faithful, suffi;ient, and complete performance of this Contract on its part, the Contractor has attached hereto and here- by makes a part hereof a Bond to be _rticartory in all respects to the said party of the first pr::rt, Sr i H Bern in the full amount of the con- tract price is to insure the faithful fo:manc3 of the Contract under all conditions laid down by it and thc s;:e;ifioat:ona and proposal cover- ing equipment furnished, ia'5or Emp;o ed, V:.�rk•rGn5ii?, material, time of completion and delivery. Said Bond shall hold Grid kcep said party of the first part harmless and free from all liens, claims, patent infringement liability, demands end expenses of every k ina and nature for any ac': i dent or injury to any person or persuns or property oc.:.assioned by or result- ing from the prosecution of the te;rrs of the r.ontcact, Specifications or Proposal, and for the use cf any articles, material, equipment, or process that may be patented and on any and every account whatsoever. That the full price and ch.:rge to ec o -.id the Contractor by the _ party of the first part pursuant to the �ers of this agreement contract, specifications and proposal, shall bn Feyehl a 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 ,�., ____,,Olorado , the day and year first above written. SEAL By FAST CONSTRUCTION COMPANY C; ntractor) ...0"--7 7 2 / C-4-,)1 /14:?„,eiz Azt Contract 2 WELD COUNTY C DO 07 Jr - Chairman of the gourd board of County Commissioners Weld County, Colorado Bond Number 1606936 AND PAYMENT PERFORMANCE/ BOND KNOW ALL MEN BY THESE PRESENTS, Thtwe, FAST CONSTRUCTION COMPANY P. OSF of Strasburg, Colorado 80136 as Principal, and are held and firmly bound unto WELD COUNTY BOARD OF COUNTY COMMISSIONERS , (hereinafter called the M36.10a0000 (Owner) in the penal sum of FORTY—TWO THOUSAND SEVEN HUNDRED FORTX —TWO A AND oNOf the U lawfulnitred States, for the _ dollars ($42,742.00 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 THE TRAVELERS INDEMNITY COMPANY as Surety, into a certain Contract, hereto attached, with the iS (Owner) dated 19 , for Bridge Number 225, 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 660007Omand (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. FAST CONSTRUCTION COMPANY Principal ATTEST: S-1522 NEW 1-54 PRINTED IN us.A. BY Affix Corporate Seal EM S I NITY COMPANY THE T13Ac5LER rporate BY Courtney Att r ey-in-Fact T. P terson g.a.Talbert, inc. SURETY BONDS AND INSURANCE TWELVE HUNDRED LINCOLN STREET DENVER, COLORADO 80203 AREA CODE 303 / 292-1330 The Travelers Indemnity Company Hartford, Connecticut POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That THE TRAVELERS INDEMNITY COMPANY, a corporation of the State of Connecticut, does hereby make, constitute and appoint 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, recognizances, 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 6f the Company which by-laws are now in full force and effect: ARTICLE IV, SECTION 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 Department Secretary may appoint attorneys -in -fact or agents with power and authority, as defined or limited in their respective powers of attorney, for and on behalf of the Company to execute and deliver, and affix the seal of the Company thereto, bonds, undertakings, recognizances, consents of surety or other written obligations in the nature thereof 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 15. 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 -fact or agent; and any such bond, under- taking, recognizance, consent of surety or written 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 power of attorney or certification of either given for the execution of any bond, undertaking, recognizance or other written 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. Farmer, 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 cum ZSLIS Secretary, Fidelity and Surety State of Connecticut, County of Hartford—ss: On this 12th day of December in the year 1968 before me 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 seal affixed to said instrument is such corporate seal; that it was so affixed by authority of his office under the by-laws of said corporation, and that he signed his name thereto by like authority. laya-eeta..eezd Notary Public My commission expires April 1, 1969 S-1869 rei srro FN us.n. 768 (Over) CERTIFICATION I, E. A. Houser III, Assistant Secretary (Fidelity and Surety) of THE TRAVELERS INDEMNITY COMPANY certify that t6Fliregoing power of attorney, the above quoted Sections 13. and 15. of Article IV of the By -Laws and the Resolution of the Board of Directors of November 30, 1950itave not been abridged or revoked and are now in full'tarot and effect. Signed and Sealed at Hartford, Connecticut, this K4KlaQ (BACK) day of 19 . Assistant Secretary, Fidelity and Surety 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 t(at this time. If such policies are canceled or changed during the periods of coverage as stated herein, in uclalmanneas teia affectys this certificate. written nOtl notice will be mailed to the party designated below for whom this certificate is issuedi e. 1. Name and address of party to whom this certificate is issued [Weld County Board of 1 County Commissioners Greeley, Colorado L -1 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 La —eluding Protective Property Damage Liability —except automobile In eluding Protective • $ 100, 000. each person $ 300, 000. each accident $ 300(000. each occurrence • $ 100,000. each accident $ 100,000 . each occurrence $ 100,000. aggregate NSL 2328107 1-1-69/70 Bodily Injury Liability —automobile Property Damage Liability —automobile • $ 100, 000. each person $ 300,000. each accident $ 300, 000. each occurrence • $ 100,000. each accident $ 100,000 . each occurrence NSL 2328107 1-1-69/70 Liability (Bodily Injury and Property Damage) $ each accident • $ 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 225, Weld County, Colorado 1 The insurance afforded is subject to all of the terms of the policy, including endorsements, applicable thereto. THE TRAVELERS INSURANCE COMPANY Denver, Colorado ' THE TRAVELERS INDEMNITY COMPANY THE CHARTER OAK FIRE INSURANCE COMPANY Office G. A.TALBERT, INC. �l Producer August 4, 1969 By l�--f • ! ' ai-� Date Authorised Repreuntatitv C-5916 REV. tt-66 PRINTED ,s 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 andremedies 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. 12 Date 9 Contractor FHA 400-2 (9-30-63) 2n GENERAL CONDITIONS 1. Description. The following specifications are general in scope and parts of these specifications may refer to conditions not en- countered in 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 aop}y 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: "Owner" The party initiating the project as set forth in the contract, or to their properly author- ized representative. 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. "Contractor" "Engineer" 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 fo!lo\•1ing 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, the 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 tha work, as a result of failure to make such examination and investigPt_ic,n 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 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 consic;cred as indicating the conditions observed at the time and place the borlr•as were taken and neither the Engineer nor the Owner shall be held respon- sible for any variations encountered at the time of construction. be to rz_nles'a usuchica.tions. The detailed information aser /willrenable the Owner references ocand A skill and financial stand- ing. judge his Owner reserves responsibility, right exghtitocreject any bid if the evidence The reserves the to submitted by or investigations o•: such hbdeto carry stthe idder fail to aiy th Owner that such bidder is properly ql ligations of the Contract and to complete the work outlined therein. the — cData Sheets. When are included in ements as part of the Proposal, the bidder shall fill innsaidt Do - cements completely so as to furnish all the information required. Failure to furnish required information will be cause for rejection of the bid. Withdrawal_of iris. No wIthdbaaslsof bids wood ferl be all allowed �"` cry roper authority and d delivery h_rt to p — of thirty (30) days after the scheduled closing time of receiving bids. 8. Award of Contract_ The contract shall be considered awarded when formai notice cf award shall be given to the intended contrac- tor (i.e. the successful bidder) by some officiers or agent the Owner duly authorized to give such notice. Notices,_ Notice shall mean written notice. Written ersnonotice theshall e deemed to have been served whomeintended,delivered orin to his, their, rperson, firm, thr corporation ens or representative, or when or its duly authorized officer, address of such person, firm, delivered at the last known enclosed business in prepaid wrapper or or corporation, or when enclose postageinfa-ri or corporation at his, their, po addressed known to sncbusiness address and sent by registered or its last erred. mail with return receipt req: e 10. Execution of counterparts, and Bonds. Each hcontrac,nmust stmbe exe outgun in four hJ original, and there snail be executed an equal number of counter- parts, each of which shall be deemedf an original,dofuthe hetContractor's n will performance bond. One (1) copy retained by the Owner; the second will be delivered to the Contrac- tor; the third will he 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. Inc total cost of executing the Contract, Bonds and insurance is to be borne by the Contractor who is awarded the Contract. 11. 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 far the faithful per- formance of this contract and for the ppy.ar•nt of ell persons per- forming labor and furnishing meteri-:'.; in eo motion with this contract. Said bond shell Else he con Fte surety for all guar- - antaes of materials and worknenship required in these specifications. 12. Contractor's Insurance. The Gmtractor shall not commence work under this co-trant until he hr•s cba:ei:red all insurance required uneer this cotrr,t -_.r.d ea r. ir.siu nce has been epprovcd by the Owner, nor shell :>,a fe^tractor ti i lo'w any subcontractor to commen- ce ',rot k on his suco: tract unt:! i ei i similar insurance required for coverage of the subcontractor has been sc obtained aril approved. 13, Workmen's Comeensat on Insurance_ Thn Contractor shell take: nut and maintain during the life of this contract Workmen's Compensation insurance for all his employees employed at the sit^ of the project and, in case any work is sublet, the Contractor shall require the subcontractor similarly to provide Workmen's Compensation Insurance for all the latter'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 protected under the Workmen's Compensation Statute, the Contractor ehail rrovide ant: shall cause each subcontractor to provide Cmpicyar's Liability insurance for the protection of all employees not otherwise pro_b,:ted.. 14. Pub1 is Liebi i iitty and Ptcne• �rt Ei roacie Ins mace. The Contractor shall be requirem.d to furnish all insurance os required by law end by any governmental anency heaving jur: di ct!on thereof. The Con- tractor shall take out and me i r..te i r, dN r i rg the life of this Contract _ such Public Liability (Contractor's Public Liability), Contingent Public. Liability (Contractor's Protective Public Liability), Prop- erty Damage (Contractor's Property Darner), and Cnr.tinger.t Prop- erty Damage (Contractor's Protective Property Damage) insuranre as shalt protect him and any subcontractor performin; work covered by this Contract, frxi clams for damages for personal injury, includ- ing accidental death, as well as from claims for property damages, 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 either of them. The Contractor shall maintain coverage of the types and in the amounts herein 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 to furnish their own Pub- - lic Liability and Property Damage coverage, in the amounts herein - below specified. The amounts of such insurance shall be as follows: Public Liability and Contingent Public Liability Insurance In an amount not less than $100,000 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 Property Damage Insurance in an anourt rot lass thar. )25,000 on account of ar.; one accident; and, subject to tha san ?init for each accident, and in ar ar.oiant not lass than 31CO3C00. Insuranco covering oubcontractors na;,r be accepted by t he Owner in amounts bean then these ?'ereiurbcvo specified : provic cd that the Contractor shall furnish ov'idcr:ccsa'.:Ls" acyo ;;c the Cwror ' hat the incurancc coverapc c=fer c? is ath:^iv .tc 2.72 t:_e i rvolved. r.• ' -Tr .. The 'o?lowing owii.� cc'.al haz- ardsInsurance shall .;e covered hi ride_ c: ricers to the _t"lic I e.L•il_.ty and/or Property Dar. a'[c ir.aarai_ce rol'.c,/ or ; c? _..`.:'.c o horcin e I se— whero rocs red to to furnished by this Confronter er or b7 sopara tn policies of insurance, i r_ ninih.:u?n arieun:•s as follows: • Automobile Public Liability )50;000/C100,000 f.utcnobile Pro?erty arrarc )25,000 In the event cxnaos:-vas, toilers, ctc. aro rec?uirou to accoi . plish the wori: under this cortract, prior :;c she uce of the- above, the Contractor shall ft:nnizh evidoroc of insurance novorinc the hazard involved and in the following : mot;nto: Explosives Loilcrc Other 0100,000/0500,C00 u 50,000/100,000 n 5,000/ 10,000 Where buildings or structures arc tc be constructed under this Contract, the Contractor shall tal:o out and '.:.^.'ta:.n during the life of thic. Contract firc are. c:_tc:xied irsursrce euvcring such building or stru'eturo to 100': of the _rsurablo value thereof. 16. Proof of Insurance. :'rior to the camel:cemer t of any iror': under this Contract, the Contractor shall furnish to the Darner for his files certificates executed by the appropi;.tc insurance tong: nies as proof that the requirod ino r ^nce is i:1 force. The Ccrpa_ny pro- viding insurance for this project shall be room rcd to give the Owner ton (10) days prior writtch: notice before any Material charger in, or cancellation of, any such _policy.. 17. Intent of Contract Docw:hento. The intent of these contract docuncnts including Plans anti Specifications is to nrov_de for the uorl: herein outlined to be cor!rlcte in every detail for the nur- . pose designated. The contract doc u rants arc complementary ard what is callod for by aihy .one shall be as bi_i1i_tir as if called for by all. 18. Charro In Wor'_:. The Owner may authorize the EnCinccr to direct that changes be made in the work to be mcrforncd or natorials to be furnished under the Contract. The cast of any chances in wort: shall 15c in accordance with the contract unit pri tear In the event that no unit price applies then the coot of such changes shall be detornined by ono or :.lore of the following r!c ti,.odo: 1. Agreed unit prices 2. Acceptable lump sum proposal from the Contractor. 3. Cost plus basis which shall be the cost of labor, materiels and lnsursnce pus fifteen (15) per cent to cover profit and cverliead. In the event that an agreement as t.c the value of the work cannot be reached, the Owner reserves the: rie t :o have such extra work done by e.ny other person, firm Or coporation t n the said Contractor and said ontrattor `ur`her a: e_s ;h: lie will not, in any way, interfere with or mele_t such person, firm or corporation in the execution of such work. It is hereby agreed ths,t any claims for extra work that the Contractor may have will not be recognised by the Owner unless said claim has been filed by the Contractor within suven (7', days after the end of the calender month in which rid 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 rust satisfy themselves by personal examination of the project and by any other means as to the correctness of any quantities listed in the Contract and 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 decrcone quantities PI stay be deemed necessary or desirable and that the ectral amount of work to be performed and material to be furnished may dif':'er from the estimated quantities; however, should the dollar quantity of the work change by more than twenty-five �_.. (Z) per cent as a r'esalt of said alterations a sup- plemental agreement betweei. 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 shall be performed in strict eccord.nce 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 be 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 he furnished at no additional cost to the Owner. The Contractor. is reovired to check all dimensions and. quan- tities of the plans, drawings, or schedules given him by the Engin- eer and shall notify the Engineer of all errors therein which may bo discovered. Figures marked ed on the drawings shall in general be followed in preference to scale meas:rements. 21. Authority of the Engineer, The Engineer in this contract is act— ing as a representative of the Owner. It shall be the Engineer' c duty to supervise, inspect and direct e?a work peefor.ned le! the Contractor to insere complete compliance with all peovi.cions of this contract ape.. to safeguard the best interests of the Ctmer. The Eng- ineer shall decide aro- and all cuettione which may arise as to the Quality or acceptability of materials furnished and work performed and as to the manner of performance and rate of progress of the work and shall decide all cuections which nay arise as to the irter eeete.- tion of the Plans and. Specifications and all cuestions as to the acceptable ftlfillnent of the Contract on the part of the Contractor, and as to cr r ,sensation. The Engineer shall call to the attention of the Contractor any, failure of the Worl_ or i:ater ials to conform to the terms of the Con- tract and upon failure of the Contractor to innedis.tely cease vio- lation of the contract the Engineer ehall have the authority to suspend any or all items of work'._ No ins-eector, resice nt engineer or representative aenointed ley the Owner shall have ark' authority to waive are, of the conditions or obligations of this Contract without the enprest written consent and approval of both the Engineer a and the Ct,*ner. The Engineer and. his authorized representatives shell have the . right to insrect the work and ra tern ais et all times ane the Contrac— tor shall ftrnieh reasonable facilities for such access and inspec— tion. P?o word: will be e._ecuted•. in the absence of the Engineer or authorized inspectors unless provision has been masks for the work to proceed without cccplete engineering supervision or inspection. The inspection are. supervision of the worne by the Engineer is intenc_cc'. to assist the Contractor in. applying labor, r^aterials a.d worlene.nehip in accordance with the contract rrovicions are. said supervision and inspection shall not release the Contractor from his res_ oneibility u.neer tic Contract nor shall it be a justifica— tion for furnishing inferior materiels or wor!c anchie. 22. Lines And. Crudes. All the work to be performed unc'.er t'd-e Contract shall be Clone to the lines, irae.es and elevations es chat. -n on the plans. The Contea.ctor shall notify the Engineer sufficiently ehead of tine of his construction schedule so that lines and grades 'ear be furnished and. necessary neast'cer:ier_ts tall:en with a minimize of. incon— venience to the Engineer are. deleer to the Contractor. The Contractor shall ivrnish, without c''.ar; e, coreeetert men from his force and such tools, stapes, and other materials as the Engineer may require for the proper staldng for general layout work, for measiremcnts are serve:es and in eetabliehing 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 Surface, Overhe<.d and Sch•ct::face Structures. Existing surface or overhead structures are not necessarily shown on the plans, and those shown are only eaproximate'ly correct. The Con- tractor shall make such investigations as era necessary to deter- mine the extent to which existing surface or overhead structures may interfere with the prosecution of work contemplated under this cor, . _,:t. Existing sub -surface structures which may be encountered during tae co';tructlon 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 Bond its, 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 gas 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 advance 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 rein:ate existing surface, overhead or sub -surface structures be- cause of physical interference with the proposed work, or to other- wise °acilitete 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 repaired 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 — react e cornensti:ri for damages sustained by reason of the inac- curacy or the .'completeness of any information given on the drawings, cr `o, delays oocs`rred in moving or relocating any existing surface, overhead or auhrfaca structure, or by reason of his failure to sup- - port and maintain such structures as specified. 24. OOrder of Work e d - Reports. The general order and sequence of construction of the work shallbe subject to the approval of the Engineer. Before starting work, the Contractor shall submit a work schedule to the Engineer and receive :opreval 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 nrigi,ially 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 Cor.trector 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 damage, repairs or replacements may be made without notice being sent eo the Contractor, and the Contractor shall pay the cost thereof. 25. 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 completed 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 spewing name of manufacturer, catalogue number or equivalent design tine, srd general description of the equipment offered. The Contractor shall purchase egeiprent only with a written the mc,nufactv-er t et said r c`i rery and/or equip - guarantee from � . ; ly as en i n�Pgr•a l ,�...t of meet supplied will p�:rform s:.i:�{a.,o� the whole project in accordance with the Hans and Speci F ications. The manufacturer shall f'jrj:her •ae"ee in writing that he will be responsible for the proper ft,ric`_ on:ng of the mn.nhiner'/ .%nd/or enc,; meat in co,:,!Ierczioo with t'e l.Ur^.trJctOr, end that �derinoithe initial inetallaticr and start up, ti:;: ennef-.sctur.,Qr ,;ill such supervision, labor a ci odd i i Orii.' i parts neeessa ry for the machinery and/or equipment to perform satisfactorily, all at no additional cost to the Owner. 27. Goal it r_of Mat.er_ie is Wherever in the contract documents particular bran., make ov materil, device or equipme'.r is shown or specified, such brand, m?.ke of meter i a i , device or equipment is to be regarded merely as a standard and such trade name snail be followed by "or equal". If two or more brands, makes of material, devices, or equipment which, in the opinion of the i:ngineer, is the recognized equal of that specified, considering quality, workman- ship, and economy of operation, and is suitable for the purpose intended, will Le accepted. All material and wormar'ship shall in every respect be in accordance with what, in the opinion of the ji�a :l,nei eeV, i iftstlhet,be st modern practice, and wherever the puns, g or other contract documents, or the directions of the Engineer ad- mit of doubt as to what is permissible anJ,or fail to note the quality of any work that i neer•;pretat i:0n ' i eh requires the best quality of materials and workeenship in confo''ity 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 and quality of materials he proposes incorporating in the work. 28. Protection. Aaeinst Cleims for the Use of Patents,.. All fees for any patented invention, article or arr;.ngenents chat may be used upon or in any manner connected with the construction,embraced in these erection, reo,or maintenance of the work, or any p'd' t r -o specifications, shall be included in the price mertioned in the contract, and the Contractor shall protect and hold harmless the Owner against any and.all demahes for such fees or claims, and before final payment or settlement is made on account of the contract, the Contractor shall furnish acceptable proof of a proper and satisfactory release from all such claims. 29. Testing of Materials. The Contractor shall perform all Materials shall s tests required on the Contract. All laboratory tests be j erf on1 ed I' an approved testing laboratory. Specific test reevire» r.ents shall be ts cet forth elveirhere ir_ the Contract. The Cortrectcr shall furnish the materiels to be tested, shall pry any tr.:.r_c7 or-- tation charger involvcc, end shall ?Lrni sh co' .en of certified test reports ac required. The Contractor shell ur+lesc otherwise s-�eciwiec� furnishall r.ateriels are labor and pc7 the co:t$ of all laboratory testing. S •ctt�res. All struct .' 'c e tc. ,e uree f cr holcinC Wa_�erti�t�„r. _ _ . cra. '• c'!zi' be tcetec: b filling with water s�ta11 be i�.c�.e trwtexti�-l.t ....�._-�- water for a r.t .rirt*n of 2J hours ref ore the • t'i?.l be acre• •tec . Teets of concrete waterbee.ri g basins ellen be nee( before ie „laced ..:r0'.i ed, he -lever, that where epecial rcaocri :'ake this 3.i:7Iactie— ablc the nnginecr nay per':i.t bacililling to proceedbefore t! -c, feet is ::ac.e. perniecion to b^c'_ifill shall not relieve the Cor. r'.ctor from arty r'eeneneibi.litr for t:aterti_;htnece of the structure c.nd if upon rr ing the tests the need to rer;ove baci; ill eriees, it :hall be cone by en:C. at the expense of the Cor-.tre.ctor. The cost ci tie test— ing and furnishing of water will be borne b the Contractor. Strictures recu5.red to wi.thcte.nciwater pressure from outside chcll also be tested es above there ;,rs.cticeb' e. , . Con era ctcr s Rg em nsibilit . The Cortrc ctor shah protect hie wor : from demage and any damage sueteined. -~rier to caal lotion ard. accetance of the work shell be repaired tc tha ccvrlete ce.tis— faction of the Engineer. The Contractor shall be helot c.cconriteble for all da_lc.ge tothe Owner or hie prc-erty, to other coitre'.ctcrs or other employeec of the Owner, or to e_r;r -rivo.tc or perecnal pro— perty, the to iirpro7er, ille-:el, cr negligent conduct by himself or his subcontractor:, erplc—eco, or ec;'ertr, or in the execution of the wort_ coverec'by this Contract, or to en7 cofect in, or iDr roper use of, any chorin,,, acaffclCing, a.pparctvc, ,rays, t=or?:s, ..'z.c iiriery, or plant. 22. Sho Dr^.win s. All ehop or ietti..g? i r-alrirg;; shell be submitted -Co the Engineer as cocr as possible after rrproval of the i:ant actur- er has been obtained. After r^.a.:ing any corrections required by the Engineer the Gontrz ctor cball resr r.it drawings trithct_t celay. At leest t:;rec (3) eo,oi.cs (final) of ell shop andsetting draw inge shall be euii •ittec to the Engineer ::or final ei proval of which one (1) copy* till be returnee to the Contr. ctor. The Engineer t e approval of chop drewir s of ecuipI'ent .:.n_d meterialo is to determine the conformity of such ect:. 7iment e c' r r•.tero.ls with the gererel features of the design drawings. The Contractor shall be responsible as to the correctness of all ct.±nencior_o and ninor details of ouch equipment anC tutorials co that erorer and correct operation will reoult when installed. Anproyal by th^ Engineer will not relieve the Contractor of hic respor..::ibility for the ti. roper performance or fun- ctioning of the completed project. , ...Purveys, Perrits and. Regulations. The Contractor shall obtain an :lacy for allpermits, licensee and bonds necessary for the pro— secution of the work specified inclucing those necesse.ry for tranr- sportetion of natcr ials ar_d equipnent and construction operations of whatever nature necessary, which are required by Local, State and Fes eral regulations and. laws. The Contractor shall give ell not riee, -ay all fees and corzply with all Local, State ene Fcdertl laws, ordinances, regti!.ations, and building and construction codes l:ecrir • on the conduct of the work set forth in this Cortrcct. If the Contra etar perform^ work known to be contrary to such laws, regulations, or ors inances, he shall bear all costs arising therefrom. The C',mer will furnish all site surveys, rights—cf-1w, r, ec.se— merts and. ditch permits necessar r to authorize construction of cny pemanent won?- rec.uiree it the Contract. 3 .�_Sanit F_ovisions. The Contractor shall be recuired to : ?.:e sanitlry ^rovisions for all wo:!. .en employed during the course of his work, such provis_one being satisfactory to the Engineer and - in every respect conforming to the orcine.ncce of the City, Town, County and/or the rules of the State ::1oard of Health relative thereto. At the end of the work all signs and traces of such sanitary previsions must be reroved. } Accident Prev_ention.Precaution shall be e::erci secs, at all tines for the protection cf persons (including employees) and property. The safety previsions of applicable lows, building ere construction codes shall be obser vec:. Eachincry, errip lent and all hazards shall be tuarc ed. or eliminates' in accordance with the safety 1,rovisions of the ra.nua?. of Acciden'- Prevention in Construction, published by the Associated General Contre.ctore of 4.::er: ca, to the e: tent that such provisions are not in contravention of applicable law. The Contractor shall oreet a:ad 'An:trite/1i barricades a.rs'. suf— ficient , �^wej',t'4.rc.�� &.':A�eT'.._ all Fa.".Ga?8.tOi?; eT?ba:L:C'Xit;'; or obs't;r11C— tions; ehrll provide red or oth.et et Ateble warning flags, lights, flares, on or near the work and l cep them lit at right or at other. poor visi liili.tir p.criods ere shell evi.loy zilch workmen as is ncces— saws- for the insurance of the above.. r6 : I ti] itx Services. The cost of all power, lighting, water and heating r cu°.rec' ':.ring construction shall be paid for br the Cozy tractor are. said cost shall be included in the Contract Price. iy Inc le: gent rpeether. Work t'ru'ing inclement weather shall be per-- f or: sec only by pernission of the Engineer and in a manner so as to eecrre first cicsconstruction throughout. If in the jix gerent of the Engineer first class construction can not be obtains curing storey, freezing or inclement weather, no work will be performed. X:. Clean UP end Final Inspe otion. The Centre ctor shall keep the site of work reasonably free fron rubbish are accumulations of waste materials during construction work. When the work is cee* 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 any portion of the work will not be made rntil after the final in- spection is made and the work found to be satisfactory. 25. Final Tests. After completion of the work the Contractor shall male any are all tests required by municipal or state regulations, and where so provided in said regulations shall finish the Omer with certificates of inspection by the municipal or state regu. lation bodies. The Contractor shall also make all tests required by the National Board of Fire Underwriters for the purpose of d.e- tcndiningirsurance rates or other protection of the Owner ot the public. 40. Use of C pleted. 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 tine for completing the en- 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. hi. Assianaent of the Contract. Said 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 hereurd.er,•shall be assert- ed against said Owner or any depar rent, officer, or officers • thereof, br reason of any co -called assignment, in law or equity, of this Contract, or any part thereof, or of any moneys or orders payable thereunder unless such. assignment shall have been author- 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 dlause of this -Contract, and under that clause -relating to claims of worlezen and. material - men. 42. Termination For Breach. In the event that any of the provis— ions of this Contract are violatedby the Contractor or by any of his subcontractors, the Cttner 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, iron the expiration of said 10 days, cease and ten hate. In the event of any such termination, the Owner shall immediately serve notice thereof upon the Svrety enc? the Contractor, and the Sure- ty shell have the right to take over and perform the Contract, , rovic'•eC. however, that if the Surety doec not cot 'ence perform- ance thereof within 30 days from the date of the mailing to such Surety of notice of termination, the Owner may ta_'ee over the work and prosecute the sane to corrleticn by contract ler the account and at the expense of the Ccr_treclor, are J,,,e Contractor and his Surety shall be liable to the Owner or c.nv excess cost occasion ec,- the Corner thereby-, enC in such evert the Curer may ta:_e nocce::. ^ion of and utilize in the coicpaction cf the work, orthe �r ,svc}' materiels, te a pliances and :lent as Ay r the nec- essary therefore. Alt.Fr Wor'.:. The Contractor c';a]-1 , limning and Ti jp c Coil lcticn. off ,_. l commencetirci': within fiter. ?-� calendar days after atirarc' of Contract and tolprosec�.:ce aid i,orl: diligently fell uninterrupted- ly completion c at cinch. a rate of pro. rese so as to ins f wcrk within the tine s»ecifled in the Contract documents. r t at tine L E_ tensi n of Tire. Ii the Cor-traetor is delayed cry in the r ,: by any act or neglect of the Owner in t1;.c •;-rogxecs cf the vox!: or of his emplc:ees, 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 he completion date shall 1.e extended sufficiently to ccr erecte for the delay. Clei:ns for extension of time in writing shall be made to the Engineer, within seven (") days of the be::ir:nine of the de- lay. E:.tension of tt.7.e will not be grantee. for delays caused by ina.c.eru to construction force, or by failure of the Contractor to place orders for egtli_p:'ett or ineteriel a sufficient time in advance to insure deliverylien needed. LLEr:cess Er.r.;irecriny Sergi; . In the event the Contract is not co:. pleted. within the time specified in the Contract c ocvments (inane:Inc any approved time extensions) the Contractor shall pay the cost of excess engineering services to the Engineer es lieuic'.e.tec. da:.,ages. These licutidated &nage?, are in addition to any other liquid eted. da .af:e s for non-conpletion within the spec- ified time which :'ay be specified. elsevhere in the Contract. Resident encineering, supervision and inspection that is . required. beyord the tine including any approved tire extensions, specified in the contract is considered excess engineering and payment will be made to the Engineer on the following basis: 4 40.00 per day $ 30.00 per e.cy_ Resident Engineer Inspectors A'love costs are to cover actual payroll cost plus all ray. roll overhead. items. It being understood. that the above costs are or any fraction thereof and are to apply a calendar c:�y basic, ,bn.,. asci n..o to only to the sene rn fiber of personnel as were regtlarily € the project during the Contract ti .:e, On contracts where no regular supervisory or inspection nietion pc per- sonnel are assigned, the Contractor shall pay y or time oh tce the contract trips performed the '� �J1''Per after !ile..F..;- pus .p)I',S .'E. e$. basis of $ 8.05 per r.ou i 46. Subeontraci;ors, The :›ntrester may utlize the services of ,f th work c! L;. work performed ssubcontractors by on part strict eccc n n ! with all contract do such pliedis in The ,c,.t;acter shall award document as any plied to CtOrthei+ntho r ttcn approval Ci nn kn?nr�r', to :: ui.)contrnster without prior w• { t,;;: li .cito Am:subrortr?ctor t -et the Owner or the Engineer a. O; i•c:cts to _ as Incompetent or unfit shall not be employed. The Contractor agrees to he fully responsible to the Owner for the acts of ..; a` a ui 5 c ,;C subcontrac±or and o anyone em - hi him or t I, end the contract I.w of lyga directly CrC;r indirectly `athe 1 : . , ! r�. imposed b` shall to obligation >..ali 'x :n a'.... - •. upon the Contractor. Nothing contained in the Contract Documents shall create any contra.ctur�:i relati :lshiP between any subcontractor end the Owner. lg. Relations ':o Other Con•:ra::r_ors, The Contractor is requi so I ..•hieso arrange work and to so dispose cf his far as p05 as i to o .ft or store. a of m3- materiais as will i not Intl l"i�t'e with the work�' tonic's of other contractors enciaged upon the work. He is also required to join his work to that of others in a proper manner, in accordance with the spirit of the plans and specifications, andrelation to — and to perforrt•, his work in the proper sequence in that of other C^ntY% :tOr5, end as may he direct t:y the Engineer. 48, Job Site. The. Contrrector shell confine his operations to the Owne, pein accor- dance .�"�.;:-o,eri:y among rights-cf-way thethe p and to sh i greements which the with the provisions cf rights -of -way agreements hes obtained or may obtain for the work contemplated. shall n ;: he use by fee Contractor without the written r e en ;c which shall w • f tt.n consent of the Gl!�ner of th., cored, a, copy o! be filed with the Owner. V. The Contractor shall keep CIFS a c e,t �.rt superi ,tendent and is vtcli a .ry r the ngineer. The any necessary assistants, all satisfactory to ent the Cont -ctor in his absence and superintendent a 1 ham ber- as if given to the Tju, directions �-�. Gi:�, �- '. a,l him JII[1 �.i es Ui�-. - ' Contractor. The Contractor shall at all times enforce shall orcestrict ct not disci- pline and good order among his employees oy — on the wort. any unfit person or anyone not skilled in the work assigned to him. The Owner, or the Engineer, oshallthhhave verthe ehau- thority to order the dismissal of an/ employe - o refuFe:; or neglects to obey at:'y of its instructions, or those of etins to the vrrying out of the previsions and ;,a. inspectors re. ^ unfaithful, intent of these specifications, or who is incompetent, abusive, threatening or disorderly to 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 b:: 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, move 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. 52. 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 payment so made by the Owner shall be considered as a payment under the Contract by the Owner to the Contractor and the Owner will render to the Contractor a proper accounting of all such funds disbursed in behe1 f of the Contractor, 0. Final Estimate 2nd Pa ent. Upon completion of the work the .. Engineer shall. satisfy himeeit, by examination and test, that the work has been fully completed in accordance with the plans, spec- ifications and contract documents. "r'_hen ,±e Engineer is so eatis-- fled, he shall. recoimiend acceptance teerecf to the Owner, who shall if he agrees with each recom enlati ins 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 e; tte ate of the work. done under the con- tract and the value thereof, including all extra work properly au.- thorized. and ::erforried in connection therewith. All prior esti-- m ,tee and payments shall be subject to correction in the final estimate and payment; bet j.n the absence of error or manifest mistake, it shall be uix'.er;toed that all estfnxate when approved by the Owner, shall be conclueivo evidence of the monk done anti materials furnishede From 'the total amount of the final estimate, there shall be deoicted first. all previous payments made to the Contractor uxx er the terns of the Contract, and the balance if any, shell 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 claims, liens, or other obligations incurred by b.ira andall of his sub -contractors in connection with the performance of the work have been properly raid and settled. This information shall be in affi- davit form and shall bear the authorization of the surety on the performance bord . to the Owner to rna'.-e final settlement with the Contractor. Also, at the time of delivery to the Contractor of the final payment, the Contractor ehal..l 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 plies 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- - ties 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) foot pounds. Combustion type pile hammers developing a minimum driving force of twelve thousand (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 4 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- quired to 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 not be construed to mean that driving shall stop when such length as shdlvi 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 s S HSWAC----- m - - 30,000 Sok VP 0.1 for single -acting steam hammers. 0.1 for double-acting steam hammers. W = Weight in pounds of striking parts of hammer. H = Height of fall in feet. A = Area of piston in square inches. C = Steam pressure in pounds per square inch at the hammer, S = The average penetration in inches per blow for the last twenty (20) blows. The above formulas apply to friction piles 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. not 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. Ali welds shall be one hundred (100) per cent penetration 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 SECTIONS 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 Specification', 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 ell pre- stressed concrete bridge sections as indicated herein. This item zlso 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 shalt 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 ACl 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 mist 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 lines, and dimensions as indicated on the shop drawings and shall be free of chips, voids, 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 p1'wood or masonite lined forms, or in steel forms. All non -formed surfaces shall be finished as indicated herein. Tops of girder flanges shalt be broom finished to produce uniform parall- el striations in a direction perpendicular to the longitudinal centerline of the members. All 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 inches in from the outside face of each curb tirder. 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. NOT i CE OF AWARD Date August 6_1_190_ Proj,No. 158^611 __ BRIDGE NO. 302 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 302 in respc.se to its Information for Bidders. It appe.>rir.g that it is to the best interest of Said Owner to accept your Proposal in the amount of Forti_IthousandL seventeen dollars and &l4XXXXX thirty cents. ($ 40,017.30 ) and you are here`ly 1iotified that your pro- posai has been accepted for items one through nine inclusive_ . You are required by the information for Bidders to exc':ute tte forna1 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 `3e 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 . ACCEPTANCE OF NOTICE LD COUNTY, COLORADO Owner B Title Chairman Board of County Commissioners Receipt of the above Notice of Award is hereby acknowledged this 6th day of August By, 61;244-17 Title - 1969 Date August 6, 1969 Pro}. No. 158-611 BRIDGE NO. 302 NOTICE TO PROCEED TO: FAST CONSTRUCTION COtPANL_ Denver. Colorado,,.Y.,_._ � .�._. This notice is to advise you: That the contract covering the shove c cribed work has been fully executed by the Contractor r.d That the required Contractors Per For , f'L )m,,) , 'ordi has been received by the 0wner. That the Owner has approved the slid cont:-•'ct Therefore, as the Contractor for the above de;cribet vot'k, you are hereby authorized and directed to prccr.ed within__ five calendar days from receipt of this notice as required L. y tale Contract. Dated 6th day ofAugust LD COUNTY. COLOR i Ow.� Title Chairman Board of County Commissioners ACKNOWLEDGEMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this 6th _...rday ofAugust , 19-69--• FAST CONSTRUCTION COOPANY Contractor Title Date Pro}, No. CONTRACT CHANGE ORDER Date of Contract Order No. TO: _ltem_4_ Description y^~�- .Unit Price_ Chanygg to CrQt Add Subtrict Ua t._ AmauRt ; Unit i 49ount Totalsi The sum of $ is hereby (added to) (deducted from) the total Contract Price. The time provided for completion is (increased) (decreased) (not changed) by calendar days. This document will become a supplement to the Contract, and all provisions of the Contract will apply hereto. Requested by: By Date Title Recommended _ Date Engineer Accepted Contractor Date Approved: By Date Title Hello