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ORD13847
BILL NO. 2004-141 SUBSTITUTE SPONSORED BY COUNCILMAN Martin ORDINANCE NO. . ,y / AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH CONCRETE ENGINEERING, LLC FOR AN EMERGENCY RESPONSE BUILDING, PROJECT (62014), AMENDING THE BUDGET BY ADDING LINE ITEMS FOR THIS PROJECT, AND AUTHORIZING A SUPPLEMENTAL APPROPRIATION FROM THE HALF-CENT CAPITAL IMPROVEMENT SALES TAX. WHEREAS, Concrete Engineering, LLC has become the apparent lowest and best bidder on the Emergency Response Building Project (62014) project; NOW, THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS FOLLOWS: Section 1. The bid of Concrete Engineering, LLC is declared to be the lowest and best bid and is hereby accepted. Section 2. The Mayor and City Clerk are hereby authorized to execute an agreement with Concrete Engineering,LLC for Emergency Response Building Project(62014),substantially in the form of Exhibit A, which is attached hereto and incorporated herein by reference. Section 3. The agreement shall be substantially the same in form and content as that agreement attached hereto as Exhibit A. Section 4. The Budget of the City of Jefferson is hereby amended by adding the line items shown in Exhibit B. Section 5. There is hereby supplementally appropriated within the Half Cent Capital Improvement Sales Tax Fund the amount of $184,035.68, as indicated on Exhibit B, attached hereto. Section 6. This Ordinance shall be in full force and effect from and after the date of its passage and approval. Passed: � z% Presiding Officer Mayor ATTEST: APP ED A F TO FORM: ity cleek City ounselor • Dill 2004-141 Pale 1 CERTIFICATION BY MAYOR Pursuant to Article VII, Section 7.1(5.) of the Charter of the City of Jefferson, Missouri, I hereby certify that the sums appropriated in the ordinance are available in the various funds to meet the requirements of this bill. �- Mayor • Bill 2004-1 1 Page 2 Exhibit Bill No.2004.141 1 City of Jefferson, Missouri - 2004-2005 Budget Amendment Worksheet Purpose/Description Account Number Revenue Expense Transfer from Surplus 3502-0900-0995-9999 $184,035.68 Sales Tax D ERV Building 3502-9900-7350-6057 $184,035.68 $184,035.68 $184,035.68 Bill 2004.141 Page 3 FINANCE DEPARTMENT PURCHASING DIVISION SUBJECT: Bid 2203 - Emergency Response Building Project 62014 Community Development, Engineering, Opened on February 8, 20025 BIDS RECEIVED: Concrete Engineering, LLC, Jefferson City, MO $ 184,035.68 Verslues Construction Co., Inc., Jefferson City, MO $ 225,418.85 McAfee Construction, Inc., Columbia, MO $ 288,540.47 Septagon Construction Co., Inc., Jefferson City, MO $ 303,128.72 In addition, eight bidders received the specifications but did not return a response. FISCAL NOTE: 3502-9900-7350-6057 - ERV Building 2004-05 Budget -0- Expended -0- Encumbered -0- Bid No. 2203* $ 184,035.68 Balance (-$ 184,035.68) * A supplemental appropriation is being requested to fund this project. PAST PERFORMANCE: This vendor has received awards in the past and has completed projects as specified and bid. Staff believes they will continue to perform satisfactorily. RECOMMENDATION: Staff recommends the award of the bid to the lowest responsible bidder, Concrete Engineering, LLC of Jefferson City, Missouri in the amount of$184,035.68. ATTACHMENTS - SUPPORTING DOCUMENTATION Tabulation of Bids, Departmental Recommendation S ignatur O n) I'urch sin { Agent Dir,' , Community Development Dept. • of erson rJ', OMMUNITY DEVELOPMENT Memorandum PATIIIGK E. MULlIVA11•PC;DIRCGT011 320 Last McCarty Street Jefferson City, Missouri 65101 Phone: (573) 634-6410 Fax (573) 634-6562 • www.jeffcitymo.org Date: February 9, 2005 To: Terry Stephenson - Purchasing Agent, Finance From: Gene Williams, P.E.— Engineering Division Director Through: Matt Morasch, P.E. - Deputy Director for Public Works Re: Emergency Response Building Project No. 62014, Bid No. 2203 Public Works has completed a review of the bids opened at 1:30 p.m. on February 8, 2005 for the above noted project. As part of the review all the bids were tabulated to check for math errors, and to compare unit price quotes of the various contractors. Attached to this memo is the tabulation of the four(4) bids that were received for the project. Based on our review, we recommend acceptance of the base bid from the low bidder, Concrete Engineering, 241 Indian Meadow, Jefferson City, MO 65101. The total base bid is $184,035.68. The alternate bid of$28,343.15 was not accepted. The project will be expensed as follows: Concrete Ent:ineerina($18.1,035.68): Account Number: Required: 3502-9900-7350-6057 $184035.68 If you need any other information please feel free to Contact meat extension 453. Attachments: Laid Tabulation Sheet Original Bid Submittals c: Rich Mays Pat Sullivan • FACrrY-PROJt:CTS\62014-City of kifersun Parking twit\Concsprntutcncc\Purchasing Memo.doc 1 $ 88 888 8Lof 1)88 too 8UO)8N L U� a ppppN � � a�� s app V ttOnd V Vl VI 1//�V�1 tN 1-:i�1n V! 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I? fI t ` � •' jj� � tit~' r`'''' i '��_ ��� I�1� ��I�gi��l� ._..... �,/�� .y , ruv��I ,:�1►j�i�ti ,/ ..� ,� .. �. S x SPECIFICATIONS AND CONTRACT DOCUMENTS k a PROJECT NO. 62014 Y Emergency Response Building Project y 9 ��114111lI!!1/ �� `��N�A P�E OFM;sSp/,��i� TRICK. E. r �w s ER "• -1 Jefferson City Department of Community Development ' January, 2005 i i TABLE OF CONTENTS ' Advertisement for Bids • Notice to Bidders • Information for Bidders • Bid Form * ' Bid Bond * • Anti-Collusion Statement • Contractor's Affidavit • Minority Business Enterprise Statement • Minority Business Utilization Agreement • Affidavit of Compliance with Prevailing Wage Law • Prevailing Wage Determination ' Affidavit of Compliance Public Works Contracts Law • Excessive Unemployment Exception Certification • Construction Contract • Performance, Payment, and Guarantee Bond • General Provisions • Special Provisions • Attachments • Addendums ( If Any ) (* INDICATES THIS ITEM INCLUDED IN BID PACKET FOR SUBMISSION OF BID) rMW r ADVERTISEMENT FOR BIDS Sealed bids will be received at the office of the Purchasing Agent, 320 East McCarty Street, Jefferson City, Missouri 65101, until 1:30 PM, on Tuesday, February 8,2005. The bids will be opened and read aloud in the Council Chambers at 1:30 PM on that same day. The proposed work for the project entitled"Project No.62014, Emergency Response Building Project" will include the furnishing of all material, labor, and equipment to construct an Emergency Response Building to house the Emergency Response Vehicle and the installation of surrounding parking and pedestrian facilities. A pre-bid conference will be held at 10:00 AM, on Tuesday, February 1, 2005 in the e Small Conference Room of City Hall, 320 E, McCarty Street, Jefferson City, MO 65101. All prospective bidders are urged to attend. ' Copies of the contract documents required for bidding purposes may be obtained from the Director of Community Development, 320 East McCarty Street, Jefferson City, Missouri. A non-refundable deposit of Twenty Five Dollars ($25.00) will be required for each set of plans and specifications. Individual full size sheets of the plans may be obtained for Three Dollars ($3.00) per sheet. The contract will require compliance with the wage and labor requirements and the payment of minimum wages in accordance with the Schedule of Wage Rates established by the Missouri Division of Labor Standards. The City eserves the right to reject an and all bids and to waive informalities therein Y g J Y to determine which is the lowest and best bid and to approve the bond. r ' CITY OF JEFFERSON Terry Stephenson Purchasing Agent r rPublication Date Sunday, January 23, 2005 • r r NOTICE TO BIDDERS Sealed bids will be received at the Office of the Purchasing Agent, City Hall, 320 East McCarty Street,Jefferson City, Missouri, until 1:30 PM on Tuesday, February 8, 2005. The bids will be opened and read aloud in the Council Chambers at 1:30 PM on that same day. The proposed work forthe project entitled"Project No.62014, Emergency Response Building Project" will include the furnishing of all material, labor, and equipment to construct an Emergency Response Building to house the Emergency Response Vehicle and the installation of surrounding parking and pedestrian facilities. A pre-bid conference will be held at 10:00 AM, on Tuesday, February 1, 2005 in the Small Conference Room of City Hall, 320 E. McCarty Street, Jefferson City, MO 65101 . All prospective bidders are urged to attend. All equipment, material, and workmanship must be in accordance with the plans, specifications, and contract documents on file with the Director of Community Development, Jefferson City, Missouri. Copies of the contract documents required for bidding purposes may be obtained from the Director of Community Development, 320 East McCarty Street, Jefferson City, Missouri. A non-refundable deposit of Twenty Five Dollars ($25.00) will be required for each set of plans and specifications. Individual full size sheets of the plans maybe obtained for Three Dollars ($3.00) per sheet. A certified check on a solvent bank or a bid bond by a satisfactory surety in an amount equal to five (5) percent of the total amount of the bid must accompany each proposal. A one-year Performance and Guarantee Bond is required. The owner reserves the right to reject any or all bids and to waive informalities therein to determine which is the lowest and best bid and to approve the bond. ' CITY OF JEFFERSON, MISSOURI Patrick E. Sullivan, PE Director of Community Development INFORMATION FOR BIDDERS I13-1 SCOPE OF WORK The work to be done under this contract includes the furnishing of all technical personnel,labor, materials, and equipment required to perform the work included in the project entitled"Project No. 62014, Emergency Response Building Project" in accordance with the plans and specifications on file with the Department of Community Development. The proposed work for this project will include the furnishing of all material, labor, and equipment to construct an Emergency Response Building to house the Emergency Response Vehicle and the installation of surrounding parking and pedestrian facilities. ' IB-2 INSPECTION OF PLANS SPECIFICATIONS AND SITE OF WORK The bidder is required to examine carefully the site of the proposed work, the bid, plans, specifications,supplemental specifications, special provisions, and contract documents before submitting a bid. Failure to do so will not relieve a successful bidder of the obligation to furnish all materials and labor necessary to carry out the provisions of the contract. ' IB-3 INTERPRETATION OF CONTRACT DOCUMENTS If the bidder has any questions which arise concerning the true meaning or intent of the Plans, Specifications or any part thereof, which affect the cost, quality, quantity, or character of the project, he shall request in writing, at least five (5) days prior to the date fixed for the bid opening, that an interpretation be made and an addendum be issued by?he City, which shall then be delivered to all bidders to whom Plans and Specifications have been issued. All addenda issued shall become part of the contract documents. Failure to have requested an addendum covering any questions affecting the interpretation of the Plans and Specifications ' shall not relieve the Contractor from delivering the completed project in accordance with the intent of the Plans and Specifications to provide a workable project. IB-4 QUALIFICATIONS OF BIDDERS The City of Jefferson may make such investigations as deemed necessary to determine the ability of the bidder to perform the work and the bidder shall furnish to the City all such ' information and data for this purpose as the City may request. The City reserves the right to reject any bid if the evidence submitted by the bidder or investigation of such bidder fails to satisfy the City that such bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated therein. I13-5 EQUIVALENT MATERIAL Wherever definite reference is made in these Specifications to the use of any particular material or equipment, it is to be understood that any equivalent material or equipment may be used ' which will perform adequately the duties imposed by the general design, subject to the approval of the City. • IB-6 BID SECURITY r Each bid must be accompanied by a certified check or bid bond made payable to the City of Jefferson for five percent (5%) of the amount of the bid. Bid securities will be returned after award of the contract except to the successful bidder. Should the successful bidder fail or refuse to execute the bond and the contract required within seven (7) days after he has received notice of acceptance of his bid, he shall forfeit to the City as liquidated damages for such failure or refusal, the security deposited with his bid. S113-7 PREPARATION OF BIDS ' Bids must be made upon the prescribed forms attached in these Contract Documents. Only sealed bids will be considered, all bids otherwise submitted will be rejected as irregular. All blank spaces in the bid must be filled in and no change shall be made in the phraseology of the bid, or addition to the items mentioned therein. Any conditions, limitations or provisions attached to bids will render them informal and may be considered cause for their rejection. Extensions of quantities and unit prices shall be carried out to the penny. I113-8 PRICES The price submitted for each item of the work shall include all costs of whatever nature involved in its construction, complete in place, as described in the Plans and Specifications. Section 144.062 RSMo provides that the City's sales tax exemption may be used for the purchase of goods and materials for this project. The contract for the project will authorize and direct the Contractor to utilize the City's sales tax exemption in the purchase of goods and materials for the project. This provision shall apply to only those purchases totaling over$500 from an individual supplier. ' All sales taxes on those items which do not qualify for the use of the City's sales tax exemption and for which sales tax might lawfully be assessed against the City are to be paid by the Contractor from the monies obtained in satisfaction of the Contract. It being understood by the bidder, that the bid prices submitted for those items shall include the cost of such taxes. I13-9 APPROXIMATE QUANTITIES In cases where any part or all of the bidding is to be received on a unit price basis, the quantities stated in the bid will not be used in establishing final payment due the successful ' Contractor. The quantities stated on which unit prices are so invited are approximate only and each bidder shall make his own estimate from the plans of the quantities required on each item and calculate his unit price bid for each item accordingly. Bids will be compared on the basis of number of units stated in the bid. Such estimated quantities, while made from the best information available, are approximate only. Payment of the Contract will be based on actual number of units installed on the complete work. IB-10 LUMP SUM ITEMS 1 Payment for each lump sum item shall be at the lump sum bid for the item, complete in place, and shall include the costs of all labor, materials, tools and equipment to construct the item as described herein and to the limits shown on the Plans. IB-11 SUBMISSION OF BIDS The Bid and the Bid Security guaranteeing the same shall be placed in a sealed envelope and marked "Project No. 62014, Emergency Response Building Project". IB-12 ALTERNATE BIDS In making the award, if alternate bids have been requested, the alternate bid which will be in the best interest of the City will be used. IB-13 WITHDRAWAL OF BIDS If a bidder wishes to withdraw his bid, he may do so before the time fixed for the opening, without prejudice to himself. No bidder may withdraw his bid for a period of ninety (90) days after the scheduled closing time for the receipt of bids. No bids received after the time set for opening for bids will be considered. rIB-14 RIGHT TO REJECT BIDS The City reserve the right to reject any or all bids,to waive any informality in the bids received, or to accept the bid or bids that in its judgement will be in the best interests of the City of Jefferson. IB-15 AWARD OF CONTRACT If, within seven (7) days after he has received notice of acceptance of his bid, the successful bidder or bidders shall refuse or neglect to come to the office of the Director of Community Development and to execute the Contract and to furnish the required Performance and Payment Bonds and Insurance, properly signed by the Contractor and the Surety and Sureties satisfactory to the City of Jefferson as hereinafter provided, the bidder or bidders shall be deemed to be in default and shall forfeit the deposit. ' IB-16 PERFORMANCE AND PAYMENT BOND A Performance and Payment Bond in an amount equivalent to one hundred percent (100%) ' of the Contract price, must be furnished and executed by the successful bidder or bidders. A form for the bidders use is contained in these Contract Documents. ' The issuing Surety shall be a corporate Surety Company or companies of recognized standing licensed to do business in the State of Missouri and acceptable to the City of Jefferson. 1B-17 INDEMNIFICATION AND INSURANCE indemnity and hold harmless the City frorn all claims and suits for loss The Contractor agrees to rn emn fy h m y of or damage to property, including loss of all judgments recovered therefore, and from all r r expense in defending said claims, or suits, including court costs, attorney fees and other expense caused by any act or omission of the Contractor and/or his subcontractors, their respective agents, servants or employees. The Contractor shall be required to provide the City of Jefferson with a Certificate of Insurance outlining the coverage provided. IB-18 BID SECURITY RETURNED TO SUCCESSFUL BIDDER Upon the execution of the Contract and approval of Bond, the Bid Security will be returned to the bidder unless the same shall have been presented for collection prior to such time, in which case the amount of the deposit will be refunded by the City. IB-19 NONDISCRIMINATION IN EMPLOYMENT ' Contracts for work under this bid will obligate the Contractor and subcontractors not to discriminate in employment practices. ' IB-20 PREVAILING WAGE LAW The principal contractor and all subcontractors shall pay not less than the prevailing wage hourly rate for each craft or type of workman required to execute this contract as determined by the Department of Labor and Industrial Relations of Missouri, pursuant to Sections 290.210 through 290.340 inclusive of the Revised Statutes of Missouri, 1994 as amended. (See Determination included herewith.) IB-21 GUARANTEE The Contractor shall guarantee that the equipment, materials and workmanship furnished under this contract will be as specified and will be free from defects for a period of one year from the date of final acceptance. In addition, the equipment furnished by the Contractor shall be guaranteed to be free from defects in design. Within the guarantee period and upon notification of the Contractor by the City, the Contractor shall promptly make all needed adjustments, repairs or replacements arising out of defects which, in the judgment of the City become necessary during such period. The cost of all materials, parts, labor, transportation, supervision, special tools, and supplies required for replacement of parts, repair of parts or correction of abnormalities shall be paid by the Contractor or by his surety under the terms of the Bond. The Contractor also extends the terms of this guarantee to cover repaired parts and all replacement parts furnished under the guarantee provisions for a period of one year from the ' date of installation thereof. If within ten days after the City gives the Contractor notice of defect, failure, or abnormality of ' the work, the Contractor neglects to make, or undertake with due diligence to make, the necessary repairs or adjustments, the City is hereby authorized to make the repairs or • adjustments itself or order the work to be done by a third party, the costs of the work to be paid by the Contractor. 1 In the event of an emergency where, in the judgment of the City delays would cause serious loss or damage, repairs or adjustments may be made by the City or a third party chosen by the City without giving notice to the Contractor, and the cost of the work shall be paid by the Contractor or by his surety under the terms of the Bond. IB-22 NOTICE TO PROCEED A written notice to begin construction work will be given to the Contractor by the City of Jefferson within ten (10) days after the Contract is approved by the City Council. The time for completion of the project shall begin to run on the date established in this notice. IB-23 WORK SCHEDULE To insure that the work will proceed continuously through the succeeding operations to its completion with the least possible interference to traffic and inconvenience to the public, the Contractor shall, at the request of the City, submit for approval a complete schedule of his proposed construction procedure,stating the sequence in which various operations of work are to be performed. IB-24 CONTRACT TIME The contract time shall be 90 calendar days. IB-25 LIQUIDATED DAMAGES Liquidated damages shall be assessed at the rate of Five Hundred Dollars ($500.00) per calendar day until the work is complete,should the project not be completed within the contract time. IB-26 POWER OF ATTORNEY ' Attorneys-in-fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their power of attorney. IB-27 BID PACKET Each bid must be submitted on the prescribed forms and contain certain certifications and documentation. Each bid must be submitted in a sealed envelope bearing on the outside the name of the ' bidder, the bidder's address, and the name of the project for which the bid is being submitted. If forwarded by mail, the sealed envelope containing the bid must be enclosed in another envelope addressed as follows: iPurchasing Agent City of Jefferson, MO ' 320 E. McCarty Street Jefferson City, MO 65101 • 1 For the convenience of bidding this project, a "BID PACKET" has been included with the project manual. This packet contains the necessary forms to be submitted with the bid proposal. The contents of this packet include the following: 1) BID FORM ' 2) BID BOND 3) ANTI-COLLUSION STATEMENT 4) CONTRACTOR'S AFFIDAVIT ' 5) MINORITY BUSINESS UTILIZATION AGREEMENT ' END OF INFORMATION FOR BIDDERS • BID FORM Name of . Bidder �1C - � y1 I Vlee�'� Y1 L- L C- ` t �f�. �© Address of Bidder-��1 � � I (�.1� 1.� ' 'e f'��tr1 X510� To: CITY OF JEFFERSON 320 East McCarty Street Jefferson City, Missouri 65101 THE UNDERSIGNED BIDDER, having examined the plans, specifications, regulations of the Contract, Special Conditions, other proposed contract documents and all addenda thereto; and being acquainted with and fully understanding(a)the extend and character of the work covered by this Bid; (b)the location, arrangement, and specified requirements for the proposed work; (c) the location, character, and condition of ' existing streets, roads, highways, railroads, pavements, surfacing, walks, driveways, curbs, gutters, trees, sewers, utilities, drainage courses, structures, and other installations, both surface and underground which may affect or be affected by the ' proposed work; (d) the nature and extent of the excavations to be made and the type, character, and general condition of materials to be excavated; (e) the necessary ® handling and rehandling of excavated materials; (f)the location and extent of necessary ' or probable dewatering requirements; (g)the difficulties and hazards to the work which might be caused by storm and flood water; (h) local conditions relative to labor, transportation, hauling,and rail delivery facilities; and(i)all other factors and conditions affecting or which may be affected by the work. HEREBY PROPOSED to furnish all required materials, supplies, equipment,tools,and plant; to perform all necessary labor and supervision; and to construct, install, erect, and complete all work stipulated, required by, and in accordance with the proposed contract documents and the drawings, specifications, and other documents referred to therein (as altered, amended, or modified by addenda) in the manner and time prescribed and that he will accept in full payment sums determined by applying to the quantities of the following items, the following unit prices and/or any lump sum payments provided, plus or minus any special payments and adjustments provided in the specifications and he understands that the estimated quantities herein given are not guaranteed to be the exact or total quantities required for the completion of the work shown on the drawings and described in the specifications, and that increases or decreases may be made over or under the Contract estimated quantities to provide for needs that are determined during progress of the work and that prices bid shall apply to such increased or decreased quantities as follows: s Page 1 of 2 CITY OF JEFFERSON ITEMIZED BID FORM EMERGENCY RESPONSE BUILDING PROJECT NO. 62014 r ITEM APPROX. UNIT r NO. DESCRIPTION UNITS QUANTITY PRICE AMOUNN/T,,�� 1.00 Emergency Response Building and Foundation EA 1 '�'' Rpb, �C 2.00 Removals LS 1 '��o �� 'o r 3.00 Construction Staking S 1 r I s ` - 9 r -- EXCAVATION 4.01 Excavation and Grading LS 1 `� "'7 , 4.02 Rock Excavation CY 20 4.03 Sub Grade Stabilization TON 100 c r --- PAVING 5.01 3" Compacted Rolled Stone Base SY 2250 r5.02 4"Thick AC Base SY 1777 5.03 1 1/2"AC Surface (BP 1) SY 1777 015 ® 5.04 Type "A" Curb and Gutter LF 892 5.05 Concrete Pavement Areas SY 102 , t 03, 30 ' 5.06 6"Thick Concrete Sidewalk SY 133 3 , °�5&, 5.07 4' x 3 'Type"A" Inlet EA 1 `�� 5.08 12"Dia. HDPE Pipe LF 108 , o17 5.09 4" Dia. PVC SDR35 Perforated Drain Pipe LF 340 /3—'s' __ 1 ELECTRICAL 6.01 30 Ft. Tail"Shoe Box" Light Pole wih'type 'D' AD rLighting EA 2 �•� <J +� 6.02 Flood Light EA 2 �- UU 6.03 Raised Pole Foundation EA 2 IS .,� ����-•--� 6.04 2" Dia. Electrical Conduit LF 290 ?, &P 6.05 Wiring for Parking Lot Lights LS 1 SS C" !-� O Crl 7.00 Seeding and Mulching LS 1 r-0 C� G, ----' 8.00 Silt Fence LF 75 `� TOTAL BASE BID Q 5� ---� V 1 1 Page 2 of 2 ITEM APPROX. UNIT NO, DESCRIPTION UNITS QUANTITY PRICE AMOUNT r w"srr,r -- - - ri�s�,�wr•r��rr� ALTERNATE A-PCC Parking Lot c 9.01 Reduce 4"Thick AC Base Sy .1777 3 c�&p, 9.02 Reduce 11/2" AC L/Surface (BP 1) Sy -1777 (p� 4 L9 5 --�r�[.LL� 9.03 6 n Thick PCC Pavement SY 1777 /� —( TOTAL ALTERNATE A 3 Zj Signature of Bidder Date e t • t SUBCONTRACTORS If the Bidder intends to use an y subcontractors in the course of the construction, he shall list them. TIME OF COMPLETION The undersigned hereby agrees to complete the project within 90 calendar days, subject to the stipulations of the regulations of the Contract and the Special Provisions. It is understood and agreed that if this bid is accepted, the prices quoted above include all applicable state taxes and that said taxes shall be paid by the Contractor. The undersigned, as Bidder, hereby declares that the only persons or firms interested in the bid as principal or principals is or are named herein and that no other persons or firms than herein mentioned have any interest in this bid or in the Contract to be entered into; and this bid is made without connection with any other person, company, ' or parties making a bid; and that it is in all respects fair and in good faith, without collusion or fraud. The undersigned agrees that the accompanying bid deposit shall become the property of the Owner, should he fail or refuse to execute the Contract or fumish Bond as called for in the specifications within the time provided. ' If written notice of the acceptance of this bid is mailed, telegraphed, or delivered to the undersigned within sixty (60) days after the date of opening of bids, or any time ' thereafter before this bid is withdrawn, the undersigned will, within ten (10) days after the date of such mailing,telegraphing, or delivering of such notice, execute and deliver a Contract in the form of Contract attached. The undersigned hereby designates as his office to which such notice of acceptance may be mailI(A telo r phed, or deliver d: n Mt N CP51pI It is understood and agreed that this id may be withdravA at any time prior to the scheduled time for the opening of bids or any authorized postponement thereof. r-)1 Attached hereto is a Bid Bond for the sum of 1D ' Dollars (cashier's check), make payable to the City of Jefferson. • Signature of Bidder: If an individual, Ar rp.0 L Or , doing business LLB. � ,, as f c Y 1 L.L C..-j 1f� p, , member of firm, by by Title SEAL • Business Address of Bidder.�u ���S�f ,� �-• �'1 D Cod f o I If Bidder is a corporation, supply th following information: State in which incorporated Name and Address of its: ' President rSecretary _ ' Date c ' 7/,9,5 • BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned,____.___ ______as Principal, and `as Surety, are hereby held and firmly bound unto the CITY OF JEFFERSON, MISSOURI , as owner, in the penal sum of _ ___ _ for the payment of which, well and ' truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns, this day of_ __— , 200 The condition of the above obligation is such that whereas the Principal has submitted to the CITY OF JEFFERSON, MISSOURI a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for the project entitled: "Project No. 62014, Emergency Response Building Project" NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety,for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by the extension of the time within 0 which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension. ' IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals,and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Principal SEAL ' y Surety By:— - BID BOND onforms with The American institute of rchitects,A.I.A.Document No.A•310 KNOW ALL BY THESE PRESENTS,That we, Concrete Engineering, 241 Indian Meadow Drive. Jefferson Cit �.- its Principal,hereinafter called the Principal, and the Travelers Casualty and Surety Company of America __ ____ of 940 West Port Plaza, Maryland Heights, MO 63146 it corporation duly organized under the laws of the State of Connecticut as Surety,hereinafter called the Surety, tire held and firmly bound unto ' �Cl ty of Jefferson as Obligee,hereinafter called the Obligee, in the sutra of Five Percent of Amount Bid Dollars S 5% of Bid Amount ) , for the ( payment of WhiCh Slllll Well and truly to he made, the said Principal and the said Surety,bind ourselves,our heirs,executors,administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS,the i'rinci al has submitted a bid for Tjje furnishin of a 1 a P __. ___.� _�iu.�pria��tbQr and eaulpmtin>i� my Res ponse building to �r eerie Emergency Response Vehicle and IMic install ion of surrounding_parking_ andpedestrian faci]-ft NOW,THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the ' Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the a a mount specified in said bid and such larger amount for which the Obligee may in good faith contract With nother party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and settled this 8t1t_ _ day of __Februa — _ _ _ 2005 _ Concrete Lineering„__T,LC (Seal) Principal 4 Title ' Travelers Casualty and Surety of Ain vr' 7 Witness ity.✓ L--[ + J_ - Gerald .I. ktix Allot Fact S-00641GEEF 12/00 ' FRP ACKNOWLEDGMENT SY SURETY STATE OF Missouri ss. County of St. Charles � On this 8th day of ebriia= ?nn% , before me personally appeared Cerald J. Lux , known to, me to be the Attorney-in-Fact of Travelers casualty and Surer Company of America the corporation that executed the within instrument,and acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal,at my office in the aforesaid County,the day and year in this certificate first above written. ' =ANNETTE M- SMITH Notary Public in the State of Missouri (Seat) Notary seal County of St. Charles SSOURI County es April 10,2005 f s-02301oUF(ores TIUVVIE,16 CASUAU Y AND SUlil.'I Y COMPANY O AMFMICA 'l'RAVELF.ItS CASUALTY AND 81IR:l'Y COMPANY VNUMING'TON CASUMMY COMPANY Ilartlord,Connecticut 1161W.k-9062 rPOWER OF ATTORNEY ANI)CI?.IVVIFICATL' Uh AU'rl101tl'I'Y OF ATTORNI?Y(S)-IN-FACT KNOW ALL PERSONS UY THE-SE PRESENTS, II1A1 TRAV11,1PIRS CA;UAII1 AND SURL 11 COMPANY OF AMERICA, TRAVELERS CASUALTY ANU SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the haws of the State of Connecticut, and having; their principal offices in the City of Hartford, r County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Geruld ,I. Lux, Robert X. Miller, Catherine I.. Geinter, Thonuts U. Krippene, Annetta: Smlth, of St. Louis, Missouri, their true and lawful Attarney(s) in I act, with full power and authority hereby conferred to sign, ' execute and acknowledge,tit tiny place within the United Sutter,the followings instrwncnt(s): by his/her sole signature and act,any and all bonds, recogni7unces, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies,thereby ;►s fully and to thf:same extent i s if the samz were signed by the duly authorized officers of the Companies, and all the acts of said Attorneys)-in Fact, pursuant to the authority r herein given,are hereby ratified and confirmed. This appointment is made under and by authority of the following. Standing Resolutions of said Companies,which Resolutions are now in full force and effect; VOTED: 'That the Chairnuui,the President, any Vice Chairman, any Executive Vice President, any Senior Vice President,any'Dice President,any Second Vice President,the'Treasuter,any Assislunt'Trearuret,the Corporate Sectet,uy(it any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the companay and/nay give such appouuce.such autltoruy as ills or het certificate of authority may prescribe to sign with the Company's name and seal with the Company,S seal bonds,recognreauices,cotitracls tit ltldeumlty,and other writings obligatory in the nature of a bond,recogazurce, or conditional underaking, and any of said officers or the lluartl tit Directors ut any tithe niay remove anv such appointee and revoke the power given hit►tin het. r VUVRD: 'That the Chairman,the President,any Vice Chanrmaia,any lixecuuve V►cc 1'resWem,any Senior Vice President or any Vice President may delegate all or tiny pun of the foregoing authority to tine or more oftlem or employees tit this Company, provided that each such delegation is in writing and t,,copy thereof is filed in the office of the Secretary. �1O TED: That any bond,recognizance,contract of indemnity,or writing obligatory n►the nature of it hand,recognizance,or conditgonal undertaking shall be valid and binding upon the Company when (a)signed by the President,any Vice Chairman,any L'xecutive Vice President,tiny Senior Vice President or any Vice President, tiny Second Vice President, the 'Ticasurer, any Assistant 'heasurct, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a 5ecretary or Assmsuu t Secrewi-N,or(b)duly executed(under seal,if required)by r one or more Attorneys-in-Fact and Agetas pursuant to the power prescribed in his ur her certificate or ilieo certificates of autltoruy or by one or more Company officers pursuant to a written delegation of authorty. This Power of Attorney and Certificate of Authority is signed tend sealed by facsintile (ntechnnical or printed) under and by authority of the following;Standing;Resolution voted by the Boards of Directors of"TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,which Resolution is now in full force and effect: rVO'l'f:D; 'That the smgl►ature of each of tlic following offtcm,,;: President, anv Executive Vice I'mesidcnt, ,illy Senior Vice President, tiny Vice President, any Assistant Vice President, any Secretary, ally Assistant Secrcuiry, Lind the seal of the (.:omnpai»y clay he affixed by facsnnile. to any power of auurney or w anv certificate relating dicrew appointing Re:,ideat Vwe hestdents. Resident Assistant Secretancs or Attor m-m-fact for r purposes only of executiug and altesutag bonds and undcnalangs and other wrnatigs obligatory ni the salute thereof, and any such power of attonicy or certificate bettrmg such tacsiniile signature mr lacsurttle seal shall he valid curd bltido►g upon the C'ompanv and any such power so executed mid ecrtifled by such facsur►ile signtuute and tacsinule seal shall he valid and bituhnl; upon the C'.onipaiiy tit the fuuuic with respect to any bond or rundertaking to which it is atuiched. r r r r IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS r CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have. caused this instrument to be signed by their Senior Vice President and their corporate scats to be hereto affixed this 23rd day of.tune,2004. STATE OF CONNECTICUT TRAVELEWS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELKI S CASUALTY AND SURETY COMPANY ASS,liartford FARMINGTON CASUAL'T'Y COMPANY r COUNTY OF IIARTFORD Y Mot, GABU�< �flp� LrN G9 Off► ,�/� — ..-s—��.... s" HARTFORD, s O ']982 O BY o Dart Q C0N George W. Thompson 0 `"1 �M�° ��y • �'� Senior Vice President r On this 23rd day of June, 2004 before me personally came GEORGE W. THOMPSON to me known, who,being by me duly sworn, r did depose and say; that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by rauthority of his/her office under the Standing Resolutions thereof. * AIAL1� t • My commission expires June 30,2006 Notary Public Marie C.Tetreault rCERTIFICATE I, the undersigned, Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth ' in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford,State of Connecticut. Dated this 8th day of February , 70 G5 1 ►w°�4r �J,,.1Y^Nps ppSU,��� L9 L HARrFOFA c HARTFORD, i "r y 82 �p tANN, R CONN. " �D By L/ Peter Schwartz Senior Vice President 1 • 1 1 ANTI-COLLUSION STATEMENT M �_� 6 STA,E OF ) , ® COUNTY OF Le, r a being first duly swom, deposes and says that he is of TITLE OF PERSON SIGNING L LL , ' AME OF BIDD that all statements made and facts set out in the bid for the above project are true and correct; and that the bidder (the person, firm, association, or corporation making said bid) has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such bid of any contract which result from its acceptance. Affiant further certifies that bidder is not financially interested in, or financially affiliated ' with, any other bidder for the above project. (BY) -�- -'� r (BY) Sworn to before me this day of Ii� U�'� —, 200 . IA. L.4,e''��i q 04408617 NOTARY NOTARY PUBLIC o r,1 re 0 My commission expires: CONTRACTOR'S AFFIDAVIT ' This affidavit is hereby made a part of the Bid, and an executed copy thereof shall accompany each Bid submitted. 1 STATE OF ) ss COUNTY OF ) L�U The undersigned, , 1 of lawful a ein first dul sworn states upon oath that he is 9 g Y p of Contractor e the sub i submitting the attached bid, that he knows of his own knowledge and lie states it to be a fact that neither said bid nor the computation upon which it is based include any amount of monies, estimate or allowance representing wages, moneys or expenses, however designated, proposed to be paid to persons who are not required ' to furnish material or actually perform services upon or as a part of the proposed project. AFFIANT 1 Subscribed and sworn to bef re rrle, a Notary Public, in and for the County and State this yl'►' day of q ABTA 4 1 E :Y 0440a697, NOTARY PUBLIC ""I' sion Expires. � iii►► 1 i 1 1 MINORITY BUSINESS ENTERPRISE STATEMENT Contractors bidding on City contracts shall take the following affirmative steps to assure that small,women owned, and minority business are utilized when possible as sources of suppliers, services, and construction items. 1 . Contractor's will submit the names and other information if any, about their(VIBE sub-contractors along with their bid submissions. 2. Sufficient and reasonable efforts will be made to use qualified MBE sub- contractors when possible on City contracts. 3. Qualified small, women owned, and minority business will be included on solicitation lists as sub-contractors for City supplies, services, and construction. 4. Qualified small, women owned, and minority business will be solicited whenever they are potential sources. 5. When economically feasible, Contractors will divide total requirements into smaller tasks or quantities so as to permit maximum small, women owned, and 1 minority business participation. 6. Where the requirement permits, Contractor will establish delivery schedules ' which will encourage participation by small, women owned and minority businesses. 7. Contractor will use the services and assistance of the Small Business Administration, the Office of Minority Business Enterprise, and the Community Services Administration. ' 8. Forms for determining Minority Business Enterprise eligibility may be obtained from the Department of Public Works. • 1 MINORITY BUSINESS UTILIZATION AGREEMENT_ o A. The bidder agrees to attempt to expend at least two (2) /o of the contract, if awarded,for Minority Business Enterprise (MBE). For purposes of this goal, the term "Minority Business Enterprise" shall mean a business: 1. Which is at least 51 percent owned by one or more minorities or women, or, in the case of a publicly owned business, at least 51 percent of the stock of which is owned by one or more minorities or women; and 2. Whose management and daily business operations are controlled by one or more such individuals. e "Minority Group Member" or"Minority" means a person who is a citizen or lawful permanent resident of the United States, and who is: 1. Black (a person having origins in any of the black racial groups of Africa); 2. Hispanic (a person of Spanish or Portuguese culture with origins in Mexico, South or Central America, or the Caribbean Island, regardless of race); 3. Asian American (a person having origins in any of the original peoples of the Far East, Southeast Asia, the Indian sub-continent, or the Pacific Islands); 4. American Indians and Alaskan Native (a person having origins in any of the original peoples of North America); 5. Member of other groups, or other individuals, found to be economically t and socially disadvantaged by the Small Business Administration under Section 8(a) of the Small Business Act, as amended [15 U.S.C. 637(a)]. t 6. A female person who requests to be considered as an MBE, and who "owns" and "controls" a business as defined herein. Minority Business Enterprises may be employed as contractors, subcontractors, or suppliers. B. The bidder must indicate the Minority Business Enterprise(s) proposed for utilization as part of this contract as follows: 1 eName and Addresses Nature of Dollar Value of of Minority Firms�/ Particjpation Participation /�D7G �Yr Imo' �1 te"40< e e Total Bid Amount: Total: Percentage of Minority Enter rise Participation: % 9 Y R R C. The bidder agrees to certify that the minority firm(s) engaged to provide materials or services in the completion of this project: (a) is a bona fide Minority Business Enterprise; and (b) has executed a binding contract to provide specific ematerials or services for a specific dollar amount. e A roster of bona fide Minority Business Enterprise firms will be furnished by the City of Jefferson. The bidder will provide written notice to the Liaison Officer of the City of Jefferson indicating the Minority Business Enterprise(s) it intends to e use in conjunction with this contract. This written notice is due five days after notification to the lowest bidder. e Certification that the Minority Business Enterprise(s) has executed a binding contract with the bidder for materials or services should be provided to the MBE Coordinator at the time the bidder's contract is submitted to the MBE eCoordinator. D. The undersigned hereby certified that he or she has read the terms of this e agreement and is authorized to bind the bidder to the agreement herein set forth. eNAME OF AUTHORIZED OFFICER e DATE SIGNATURE OF AUTHORIZED OFFICER e e • e e D AFFI AV IT COMPLIANCE WITH PREVAILING WAGE LAW Before me, the undersigned Notary Public, in and for the County of , State of , personally came and appeared NAME POSITION of the _ NAME OF COMPANY (A corporation) (a partnership) (a proprietorship)and after being duly sworn did depose ' and say that all provisions and requirements set out in Chapter 290, Section 290.210 through and including 290.340, Missouri Revised Statutes, pertaining to the payment of wages to workmen employed on public works projects have been fully satisfied and there has been no exception to the full and complete compliance with said provisions and requirements and with Annual Wage Order No. 11, Section 026, ' S Cole County in carrying out the contract and work in connection with Project No. 62014, Emergency Response Building Project located at Jefferson City in ' Cole County, Missouri, and completed on the day of , 20 SIGNATURE ' Subscribed and sworn to me this day of , 20 NOTARY PUBLIC My commission expires: STATE OF MISSOURI ) ss COUNTY OF ) 1 Missoud 1 Divisi.on of Labor Standards WAGE AND HOUR SECTION ti O 1 I S.k �y ca � � xa �C'1 �►tOcccy- O 1 BOB HOLDEN, Governor 1 � Annual Wage Order No. I I 1 Section 026 1 COLE COUPITY In accordance with Section 290.262 RSMo 2000, within thirty (30) days after a certified copy of this Annual Wage Order has been filed with the Secretary of State as Indicated below, any person who may be affected by this Annual Wage Order may object by filing an objection in triplicate with the Labor and industrial Relations Commission, P.O. Box 599,Jefferson City, MO 65102-0599. Such objections must set forth in writing the specific grounds of objection. Each ' objection shall certify that a copy has been furnished to the Division of Labor Standards, P.O. Box 449, Jefferson City, MO 65102-0449 pursuant to 8 CSR 20-5.010(1). A certified copy of the Annual Wage Order has been filed with the Secretary of State of Missouri. RECEIVED & FILED _ /tZ* 1 eblieen.A. White, Director MAR 10 2004 Division of Labor Standards 1 Filed With Secretary of State: y SECRETARY OF STATE • COMMISSIONS DIVISION APR 0 9 2004 Last Date Objections May Be Filed: 1 Prepared b Missouri Department of Labor and industrial Relations Pte' Y Par'tm 1 Building Construction Rates for REPLACEMENT PAGE Section 026 COLE County ectwe Basic Over- OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits Increase Rates Schedule Schedule , Asbestos Worker $27.08 55 60 $11.27 Boilermaker $27.29 57 7 $15.41 Bricklayers-Stone Mason $24.85 1 59 1 7 1 $7.75 ' Carpenter $19.78 60 15 1 $8.36 Cement Mason $18.26 9 3 $9.60 Electrician Inside Wireman $25.11 28 7 $9.51 + 13% Communication Technician USE ELECTRICIAN (INSIDE WIREMAN RATE , Elevator Constructor a $32.315 26 54 $11.928 Operating Engineer Group 1 5/04 $23.37 86 66 $13.80 Group II 5/04 $23.37 86 66 $13.80 Group III 5/04 $2.2.12 86 66 $13.80 Group 111-A 5/04 $23.37 86 66 $13.80 Group IV 5/04 $24.07 86 66 $13.80 Group V 5/04 $25.37 86 66 $13.80 Pipe Fitter 7/04 b $30.00 91 69 $14.68 Glazier $13.50 FED $1.89 Laborer(Building): , General $16.72 110 7 $7.58 First Semi-Skilled $18.72 110 7 $7.58 Second Semi-Skilled $17.72 110 7 $7.58 Lather USE CARPENTER RATE , Linoleum Layer&Cutter USE CARPENTER RATE Marble Mason $24.85 59 7 $7.75 Millwright $20.78 60 15 $8.36 ' Iron Worker 8/04 $22.48 11 8 $13.76 Painter $19.19 18 7 $5.58 Plasterer $17.32 94 5 $9.35 Plumber 7/04 b $30.00 91 69 $14.68 ' Pile Driver $20.78 60 15 $8.36 Roofer 9/04 $24.25 12 4 $8.31 Sheet Metal Worker 7/04 $23.74 40 23 $9.46 1 Sprinkler Fitter 4/04 $27.09 33 19 $11.95 Terrazzo Worker $24.85 59 7 $7.75 Tile Setter $24.85 59 7 $7.75 Truck Driver-Teamster ' Group 1 $19.95 101 5 $5.75 Group II $20.65 101 5 $5.75 Group III $20.35 1 101 5 $5.75 Group IV $20.65 101 5 $5.75 , Traffic Control Service Driver _ Welders-Ace lane& Electric Fringe Benefit Percentage is of the Basic Hourly Rate ' Attention Workers: If you are not being paid the appropriate wage rate and fringe benefits contact the Division of Labor Standards at (573) 751-3403. , • "Annual Incremental Increase , 'SEE FOOTNOTE PAGE ANNUAL WAGE ORDER NO 11 9/04 ' Building Construction Rates for REPLACEMENT PAGE Section 026 COLE County Footnotes Eff ec we —Basic Over- OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits ' Increase Rntas Schedule Schedule Welders receive rate prescribed for the occupational title performing operation to which welding Is incidental. 1 Use Building Construction Rates on Building(s)and All Immediate Attachments,Use Heavy Construction rates for remainder of project. For the occupational lilies not listed in Heavy Construction Sheets,use Rates shown on Building Construction Rate Sheet. a-Vacation: Employees over 5 years-8%; Employees under 5 years-6% 'b- All work over$3.5 Million Total Mechanical Contract-$30.00,Fringes-$14.68 All work under$3.5 Million Total Mechanical Contract-$28.66,Fringes-$11.83 • 'Annual Incrementni Increase ANNUAL WAGE ORDER NO. 11 7/04 COLE COI1N'I'1'OVERTIME S('IIEi)ULE BUILDING CONSTRUCTION FED: Minimum requirement per Fair Labor Standards Act means time and one-half(l 4a)shall be paid for all work in excess of forty(40)hours per work week. NO.9: Means the regular workday starting time of 8:00 ami. (and resulting quitting time of 4:30 p.m,)may he moved , forward to 6:00 a.m, or delayed one hour to 9:00 a.m. All work peri'mmed in excess of the regular work day and on Saturday shall be compensated at one and one-half(1'/2)times the regular pay. In the event time is lost during the work week due to weather conditions,the Employer may schedule work on the following Saturday at straight time, All work accomplished on Sunday and holidays shall be compensated for at double the regular rate of wages. The work week ' shall be Monday through Friday,except for midweek holidays. NO. I1: Means eight(8)hours shall constitute a day's work,with the starting time to be established between 7:00 a.m. , and 8:00 a.m. from Monday to Friday. Time and one-half(1'h) shall be paid fire first two (2) hours of overtime Monday through Friday and the first eight (9)hours on Saturday. All other overtime hours Monday through Saturday shall be paid at double (2) time rate. Double (2) time shall he paid for all time on Sunday and rccogmized holidays or the clays observed in lieu of these holidays. NO. 12: Means the work week shall commence on Monday tat 12:01 a.m. and shall continue through the following Friday, inclusive of each week. All work perlornted by employees anywhere in excess of forty(40) hours in one (1) work week, shall he paid for at the rate of one and one-half(PA) times the regular hourly wage scale. All work ' performed within the regular working hours which shall consist of a ten (10) hour work day except in emergency situations. Overtime work and Saturday work shall be paid at one and one-half(11ii) times the regular hourly rate, Work on recognized holidays and Sunday,,shall be paid fit two(2)times the regular hourly rate. NO. Ili: Means the regular work day shall be eight (8) hours. Working hours are from six (6) hours before Noon (12:00) to six (6)hours after Noon (12:00). The regular work week shall be flirty(40) hours. beginning between 6:00 a.m,and 12:00 Noon on Monday and ending between 1:00 p.m.and 6:00 p,m.on Friday. Saturday will be paid at time ® ' and one-half(i'h), Sunday and Holidays shall be paid at double (2) time. Saturday can be a make-up day if the weather has forced a day off, but only in the week of the clay being lost. Any time before six (6)hours before Noon or six(6)hours after Noon will be paid at time Land one-half H VA I NO.26: Means that the regular working day shall consist of eight (9)hours worked between 6:00 a.m.,and 5:00 p.m„ five (5) days per week, Mondav to Friday, inclusive. I lours of work at each jobsite shall be those established by the general contractor and worked by the majority of, trades. ('file above working hours may be changed by mutual agreement). Work performed on Construction Work on Saturdays. Sundays and before and after the regular working day on Monday to Friday, inclusive, shall he classified as overtime. and paid for at double (2) the rate of'single time. The employer may establish hours worked on a jobsite lire a ibur(4) ten (10) hoar clay work week at straight time pay for construction work, the regular working clay%Mall Consist of ten(10)hours worked consecutively.between 6:00 a.m. ' and 6:00 p.m., tour (4) days per week. Monday to Thursday, inclusive. Any work perli 7n ned ore Friday, Saturday, Sunday and holidays, an(] before and after the regular working day on Monday to Thursday where a four (4)ten (10) hour day workweek has been established, will he paid at two times (:'.)the single time rate of pay. The rate of'pay for ' all wort:performed on holidays shall heal two times(2)the single time r icy of pay. • ANNUAL. WAGE ORDER NO. 1 I Awl 1 026 01.dw tape. I of 4 Paves COLE COUNTY OVER'rimE scfffl DULF. BUILDING CONSTRIJC'riON NO.28: Means eight(8) hours between 7:00 a,m. and 5:30 p.m.,with at least it thirty(30)minute period to be taken for lunch, shall constitute a day's work five(5)days a week, Monday through Friday inclusive,shall constitute a work week. The Employer has the option for a workday/workweek of four(4)ten(10)hour days(4-10's)provided: r -The project must.he for it minimum of four(4)consecutive(lays. -Starting time may be within one(1)hour either side of 8:00 a.m. -Work week must begin on either a Monday or Tuesday: if a holiday falls within that week it shall be a consecutive work day. (Alternate: If it holiday falls in the middle of a week,then the regular eight(8)hour schedule may be implemented). -Any time.worked in excess of any ten(10)hour work day(in a 4-10 hour work week)shall be at the appropriate overtime rate. All work outside of the regular working hours as provided, Monday through Saturday,shall be paid at one&one-half (1%:)times the employee's regular rate of pay. All work performed from 12:00 a.m. Sunday through 8:00 a.m. Monday and recognized holidays shall be paid at double(2)the straight time hourly rate of pay. Should employees work in excess of twelve(12)consecutive hours they shall be paid double time(2X)for all time after twelve(12)hours. Shift work performed between the hours of 4:30 p.m.and 12:30 a.m. (second shift)shall receive eight(8)hours pay at the regular hourly rate of pay plus tell O00/b)percent f'or seven and one-half(7'/a)hours work. Shift work performed between the hours of 12:30 a.m. and 8:00 a.m.(third shift)shall rcccivc eight(8)hours pay at the regular hourly rate of pay plus fifteen(15%x)percent for seven(7)hours work. A lunch period of thirty(30)minutes shall be allowed on each shift. All overtime work required after the completion of as regular shift shall be paid at one and one-half(1'/z)times the shift hour)),rate. NO.33: Means the standard work day shall be eight(8)consecutive hour of work between the hours of'6:00 a.m.and 6:00 p.m„excluding the lunch period,or shall conform to the practice on the job site. Four(4)days at ten(10)hours a day may be worked at straight time, Monday through Friday and need riot be consecutive. All overtime, except for Sundays and holidays shall be at the rate of time and one-half(1'/2). Overtime worked on Sundays and holidays shall be at double(2)time. ' NO.40: Means the regular working week shall consist of five (5)consecutive(8)hour days'labor on the job beginning with Monday and ending with Friday of each week. Four(4) 10-hour days may constitute the regular work week. The regular working day shall consist of eight(8)hours labor on the job beginning its early as 7:00 a.m.and ending as late ' as 5:30 p,m. All full or part time labor performed during such hours shall he recognized as regular working hours and paid for at the regular hourly rate. All hours worked on Saturday and all hours worked in excess of eight(8)hours but not more than twelve(12)hours during the regular working week shall be paid for at time and one-half(1'/)the ' regular hourly rate. All hours worked on Sundays and holidays and all hours worked in excess of twelve(12)hours during tire regular working day shall be paid at two(2) times the regular hourly rate. in the event of rain, snow, cold or excessively windy weather on it regular working day, Saturday may be designated as a "make-up" day. Saturday may also be designated as a"make-up" day, for an employee who has missed a day of work for personal or ' other reasons. Pay for"make-up"days shall be at regular rates. NO.55: Means the regular work day shall be eight(8)hours between 6:00 a.nt. and 4:30 p.m. The first two(2)hours of work performed in excess of the eight (8) hour work day• Monday through Friday, and the first ten 0 0) hours of work on Saturday, shall he paid at one fione-half'(I t,,) times the straight tune rate. All work performed on Sunday, observed hohdaays and in excess often (10) hours a day. Monday through S;nurday, shall be paid at double (2) the straight time rate. NO. 57: Meatus eight (8) hours per day shall constitute a day's work and fOrl\ (40) hours per week. Monday through Friday, shall constitute a week's work. The regular starting time shall be 8:00 a.m. The above may he changed by mutual consent of authorized personnel. When circumstances warrant. the Employer may change the regular ' workweek to four (4) ten-hour days at the regular time rue of pay. It being understood that all other pertinent inforntation must he adjusted accordingly. All time worked before and after the established workday of eight (8)hours, Monday through Friday, all time worked on Saturday,shall be paid at On rite of time and one-half N/;.,.)except in cases where work is part of an employee's regular Friday shift. All time worked oil Sunday and recognized holidays shall be ' paid rut the double(2)time rate of pay. ANNUAL WAGE ORDER NO. 1 I ' AW]1 026 01'.doc Pape 2 of 4 Pupo COLE:COUNTY OVERTIME;SCREDULE, .BUILDING CONSTRUCTION NO. 59: Means that except as herein provided, eight (8) hours a day shall constitute a standard work day, find font' (40) hours per week shall constitute a week's work. All time worked outside of the stuufard eight (8) hour work day and on Saturday shall be classified as overtime and paid the rtc of time and one-half•(!ii). All time worked on Sunday ' and holidays shall be classified as overtime and paid at the rate of double (2) time. The Employer has the option of working either five (5) eight hour days or four (4) ten hour days to consttUtc a nominal forty (40) hour work week. When the four (4) ten-hour wort; week is in effect, the standard work day shall be consecutive ten (10) hour periods between the hours of 6:30 a.m. and 6:30 p.m. Forty (40) hour: per week shall constitute a weeks work, Monday through Thursday, inclusive. In file event the job is down for any reason beyond the Employer's control, then Friday and/or Saturday may, at the option of the Employer, lie worked as a make-up day, strtight time not to exceed ten (10) hours or forty(40)hours per week. When the five day(9) hour work week is in effect, forty(40)hours per week shall constitute it week's work, Monday through Friday, inclusive. In the event the job is down filer any reason bevond the Employer's control,then Saturday may, at the option of the Enmplover,he worked as a make-up day: straight time not to exceed eight (9) hours or foil (40) hours per week. The regular starting, time (and resulting (Juitunp tittle) ma)' be hawed to 6:00 a.m.or delayed to 9:00 a.m. Make-up days shall not he utilized for days lost due to holidays. NO.60: Mefms the Employer shall have the option of'working five R-hour days or four 10-hour clays Monday through ' Friday. If an Employer elects to work five g-hour days during any work week, hours worked more than eight (9)per day or forty (40) per week shall be paid at time and one-half(I'.;1 the hourly wage rate plus fringe benefits Monday through Friday. SATURDAY MAKE:-UI'DAY: If an Employer is prevented from working forty(40)hours, Mondav through Friday, or any part thereof by reason of inclement we;1ther(rain or nfud), Saturday or any part thereof may be worked as a make-up day tit the straight time mite. It is agreed by the parties that the make-up dny is not to be used to make up time lost due to recognized holidays. If an Employer elects to work four 10-hour days, between file hours of' ' 6:30 a.m, and 6:30 p.m. in any week, work performed more than ten (10) hours per day or forty(40) hours per week shall be paid tit time and one half (I'/=) the hourly wage rate plus fringe benefits Monday through Friday, If' an Employer is working 10-hour days and loses a day due to inclement weather,the Employer may work ten(10)hours on Friday at straight time. Friday must be scheduled for no more than ten (10)hours at the straight lime rate,but all hour ' worked over the forty (40) hours Monday through Friday will be paid at time and one-half(144) the hourly wage rate plus fringe benefits. All Millwright work performed in excess of' the regular work day and on Saturday shall be compensated for at time and one-half' (14z) the regular Millwright hourly wage rate plus fringe benefits. The regular , work day starting of'K:00 a.m. (and resulting quitting time of 4:30 p.m.)may be moved forward to 6:00 a.m. or delayed one(1) hour to 9:00 a.m, All work accomplished on Sundays and recognized holidays•or days observed as recognized holidays, shall be compensated for at double (2) time regular hourly rate of wages plus fringe benefits. NOTE: All overtime is computed on the hourly wage rate plus an amount equal to the fringe benefits. NO.86: Means die regular work week shall consist of five(51 days, Monday through Friday, beginning at 8:00 a.m. and ending at 4:30 p.m. The regular work day beginning time may be advanced one or two hours or delayed by one ' hour, All overtime work periormed on Monday through Saturday shall be paid at time and one-half(I 4:)of the hourly rmtt plus an amount equal to one-half (!z) of the hourly 'focal Indicatctl l*-ringe Benefits. All worl: performed on Sundays and iecogmized holidays shall be paid at double (2) the hourly rate plus an amount equal to the hourly 'Dotal Indicated Fringe Benefits. ' NO, 91: Means eight (8) hours shall constitute a da)•'s work Commencing at X:00 a.m. and ending at 4:30 p.m., allowing one-half(1/2)hour for lunch. The option exists for the Employer to use a flexible startinp tinge between die hours of 6:00 a.m. and 9:00 a.m. The regular work week shall consist of forty (40) hours of live (5) work days. ' Monday through Friday. The wort: week may consist of four(4) ten f 10) hour dayS troll) NIONd;l\'through'Thursday, with Friday as a make-up day. if the make-up day is a holiday. the cmplovee shall be paid at the double(2) tittle rate. The employees shall be paid time and one-half(l!•;) for work performed before the regular stating time or after the regular quitting time or over eight (R)hours per work day (unless working a 10-hour work day, then tittle and one-half ( V')is paid for work performed over ten(10)hours a day)or over foray (40) hours per work week. Work performed Oil Saturdays, Sundays and recognized holidays shall be paid at the double(2)time rate of pay. ANNUAL. WAGE ORDER R NO. 1 I , A W1 1 026(YI".doc Inge 3 o14!'apes COLE COUNTY OVERTIME SCHEDULE BUiLDING CONSTRUCTION NO. 59: Means Unit except as herein provided, eight (9) hours a day shall constitute n sttandard work day,and forty (40) hours per week shall constitute a week's work, All time worked outside of the standard eight(8)hour work day and oil Saturday shall be clrassifted as overtime and paid the rate of time and one-half'(]112). All time worked on Sunday and holidays shall be clamif°ied as overtime and paid at the rate of double (2) time. `The Employer has die option of ' working either five (5) eight hour days or four (4) ten hour days to constitute it normal forty (40) hour work week. When the four (4) ten-hour work week is in effect, fire st idard work day shall be consecutive ten(10) hour periods between the hours of 6:30 a.m. turd 6:30 tr.ru Forty (40) hours per week shall constitute a weeks work, Monday through Thursday, inclusive. In the event the job is down for any reason beyond the Employer's control, then Friday and/or Saturday may, at the option of the Employer, be worked as it make-up day; straight time not to exceed ten(10) hours or forty(40)hours per week. When the five day(8) hour work week is in effect, forty(40) hours per week shall constitute u week's work, Monday through Friday, inclusive. In the event the job is down for any reason beyond the ' Employer's control,then Saturday may,at the option of the Entplovet,be worked its it make-up day; straight time not to exceed eight (9) hours or fort' (40) hours per week. The regular starting time (rand resulting quitting time) may be moved to 6:00 a.m.or delayed to 9:00 arm, Make-up days shall not be utilized f6r days lost due to holidays, NO.60: Means the Employer shall have the option of working five 8-hour days or four 10-hour days Monday through ' Friday, if rnl Employer elects to work five 9-hour days during any work week, hours worked more thin eight (R)per day or f6tty (40) per week shall be paid at time and one-half(l the hourly wage rate plus fi-irage benefit~ Monday through Friday. SATURDAY MAKE-UP DAY: If an Employer is prevented from working forty(40)hours. Monday through Friday, or any part thereof'by reason of inclement weather(rain or mud), Saturday or any part thereof may be worked nF a make-up day at the straight time rate. It is agreed by the parties that the make-up day is not to be used to muke up time lost due to recognized holidays. If an Employer elects to work four 10-hour days. between the hours of t 6:30 a.m. and 6:30 p.m. in any week, work performed more than ten (10) hours per day or forty (40) hours per week shall be paid rat time and one half (11i2'1) the hourly wage rate plus fringe benefits Monday through Friday. If all Employer is working 10-hour days and loses a day due to inclement weather,fine Employer may work ten(10) hours on Friday at straight time. Friday must he scheduled for no more than ten(10)hours tat the straight time rate,but till hours worked over the forty (40) hours Monday through Friday will he paid at time and one-half(1'/i) the hourly wage rate plus fringe benefits. All Millwright work performed in excess of the regular work day and on Saturday shall be compensated for tat time and one-half W,, )) the regular Millwright hourly wage rate plus fringe benefits. The regular work day starting of f(:00 a.m.(and resulting quitting time of 4:30 p.m.)may be moved forward to 6:00 arm.or delayed one(1) hour to 9:00 a.m. All work accomplished on Sundays and recognized holidays,or days observed as recognized holidays. shall be compensated for at double (2) the regular hourly rate of wages plus fringe benefits. NOTE: All overtime is computed on the hourly wage rate plus in amount equal to the fringe henefits. ' NO.fib: Means the regular work week shall consist of five (S) days, Monday through Friday, beginning tit 8:00 a.m. and ending at 4:30 p.m. The regular work day beginning time may he adviuiced one or two hours or delayed by one , hour. All overtime work perfornied on Monday through Saturday shall be paid at time and one-half(I!z)of the hourly rate plus an amount equal to one-half (',A) of the hourly Total Indicated Fringe Benefits. All work performed on Sundays and recognized holidays shall he paid at double (2) the hourly rate plus an amount equal to the hourly'fotal Indicated Fringe Benefits. NO. 91: Means eight (8) hours shall constitute a day's work commencing at t,:00 a.m. and ending rat 4:30 p.m„ allowing one-half(1/2) hour for lunch. The option exists for the Employer io use a flexible staring time between the hours of 6:00 a.m. and 9:00 a.m. The regular work week shall consist of lorry (40) hours of five (5) work days, ' Monday through Friday. The wort: week may consist of four(4) ten (10) hour days from Monday through Thursday, with Friday as a make-up day. if the make-up day is it holiday, the employee shall be paid tit the double(2) time rate. The employees shall be paid time will one-half(IS:) for work performed before the regular staring time or after the ' regular quitting time or over eight (9)hours per wort: day (unless working a 10-hour work clay, then time and one-half (I!•i1 is paid for work performed over ten (101 hours a day) or over for\,(40) hours per work weel:. Work performed oat Saturdays,Sundays and recognized holidays shall be paid at the double(2)time rate of pa)'. ANNUAL WAGE ORDE?R NO. 1 I ' A W)1 Obit U'1.doe 1'a}r 3 nl 4 1':�grn . r rCOL[ CC)[IN'1'1' UVI.it'I'IMF,SCtlh;1)i1L1( BUILDING CONSTRUCTION NO.94: Means eight (8)hours shall constitute a days work between the hours of 8:00 a.m.and 5:00 p.m. The regular workday starting time of 8:0(► a.m. (and resulting quitting tittle of 4:30 p.m.) may be moved lot and to 6:00 a.m, or delayed one (1) hour to 9:00 amt. All work performed in excess of the regular work day and on Saturday shall be r compensated at one and one-half(1'/1) times the regular pay. fn the event time is lost during the work week due to weather conditions, the Employer may schedule work on the hallowing Saturday at straight tine. All work accomplished on Sunday and holidays shall he compensated at double the regular rte of wages. NO.101: Meatus Uaat except as provided below,eight(8)hours it day shall constitute it standard work day,and forty(40) hours per week shall constitute a week's work,which shall begin on Mondav and end on Friday. All time worked outside of the standard work dny and on Saturday shall be classified at; overtime and paid the rate of time and one-half'(1112) r (except its herein provided). All time worked on Sunday and recognized holidays shrill he classified its overtime and paid at the rate of double (2)time. The regular Sutrting time of 8;0(►a.m. (and resulting quitting time of 4:30 p.m.) may be moved forward to 6:00 a.m.or delayed one(1)hour to 9:00 a.m. The Employer has the option of working either five(5) eight-hour days or four(4)ten-hour days to constitute it normal forty(40)hour work week. When it four(4)ten-hour day r work week is in effect, the Sutndard work day shall he consecutive ten(10)hour periods between the hours of 6:30 a.m. and 6:30 p.m. Forty (40) hours per week shall constitute a week's work Monday through 'Thursday, inclusive. In the event the job is down f'or any reason beyond the f;ntployer's control.then Friday andior Saturday may,at die option of'the Employer,he worked as it make-up day; straight time not to exceed ten(10)hours per day or forty(40)hours per week. r Starting time will he designated by the employer. When the five(5)day eight(8)hour work week is in effect, forty(40) hours per week shall constitute a week's work. Monday through Friday, inclusive. In the event the job is down for any reason beyond the Employer's control, then Saturday mad, it the option of the Employer, he worked as it make-up day; ' straight time not to exceed eight(8) hours per day or forty (40)hours per week. Make-up days shall not he utilized for days lost due to holidays. r NO,110: Means eight(8)hours between the hours of 8:00 a,m,and 4:30 p.m.shall constitute a work day. The starting time may be advanced one (1) or two (2) hours. Employees shall have it lunch period of thirty (30) minutes. The Employer may provide a lunch period of one(1)hour,avid in that event, the workday shall commence at 8:00 a.m. and end at 5:00 p.m. The workweek shall commence at 8:00 a.m.on Monday and shall end at 4:30 p.m. on Friday(or 5:00 r p.m.on Friday if the Employer grants a lunch period of one (1) hour), or as adjusted by starting time change as stated above. All work performed before 8:00 a.m. and after 4:30 p.m. (or 5:00 p.m,where one (I)hour lunch is granted for lunch) or as adjusted by starting time change its stated above or on Saturday, except as herein provided, shall be compensated at one and one-half' (1'/1 times the regular hourly rate of pay for the work performed. All work r performed on Sunday and on recognized holidays shall be compensated at double(2)the regular hourly rate ofpay for the work performed. if an Employer is prevented from working foriv(40)hours, Monday through Friday, or any part thereof by reason of inclement weather(ritin and mud). Saturday or any part thereof may he worked as a make-up day at the straight time rate. The Employer shall have the option of working five eight (8)hour days or four ten (10)hour r days Monday through Friday. If an Employer elects to work five (5)eight (8) hour days during tiny work week, hours worked more Bran eight(8)per day or(orgy(40)hours per weak shall be paid it time and one-half'(P-)the hourly rate Monday through Friday. If an Employer elects to work four(4)ten(10)hour days in any week,work performed more r than ten(10)hours per day or fumy(40)hours per week shall he paid at time and one-half(i!",)the hourly rate Mondav through Friday. Van Entplover ix working ten(10)hour days and loses a day due to inclement weather.they may work ten (10) hours Friday at straight time. Friday must be scheduled for at least eight (8) hours and no more than teu (10) hours at the straight time rate, but all hours worked over the forty (40) hours Monday through Friday will be paid at rtime and one-half(I!-;)overtime rate. NO.122: Means forty (40) hour:: between Monday and Friday shall constitute the normal word: week. Work shall he scheduled between the hours of 0:00 a.m. and 0:30 p.m., with one-half hour for iLIUCh. Word: in excess of eight (8) ' hours per day and forty(40) hours per week, and on Saturdays, shall be paid at the rate of one and one-half times the normal rate. i7ue to inclernem weather during the week,Saturday shall be a voluntary make up day, r e r ' ANNUAL. WAGE,ORDER NO. I1 AW 11 026 ffhloc Papc 4 M'4 Pipes COLE COUNTY HOLIDAY SCHEDULE—BUILDING CONSTRUCTION NO. 3: All work done on New Ycar's Day, Decoration Day,.luly 41.11, Labor Day, Veteran's Day, 1hanksgiving Day and Christmas Day shall be paid at the double time rate of'pay. Whenever any such holiday;; fall on a Sunday, the following Monday shall be observed as it holiday. NO.4: All work done on New Years Day, Memorial Day, Independence Day, Labor Day,'Manksgiving and Christmas Day shall be paid at the double time rate ofpay. If any of the above holidays fall on Sunday,Monday will be observed as the recognized holiday. I f any of the above holidays fall on Saturday. Fridav will he observed as the recognized holiday. NO. 5: All work that shall be done on New Year's Day. Manorial Day. Fourth of.luly, Labor Day, Veteran's Day,Thanksgiving Day, and Christmas Day shall be paid at the double (2) time rate of pay. NO. 7: All work done on Ncw Year's Day, Memorial Day. Independence Day. Labor Day, Veteran's Day, Thanksgiving Day, and Christmas Day shall be paid at the double time rate of pay. If a holiday falls on a Sunday, it shall be observed on the Monday. Wit holiday falls on a Saturday, it shall he observed on the preceding Friday. NO. 8: All work performed on New )'car's Day, Memorial Da`. Independence Day, Labor Day, Veteran's Day, S p _ Thanksgiving Day. and Christmas Day, or the days observed in lice of these holidays, shall he paid at the double time rate of pay. NO. 15: All work accomplished on the recognized holidays of Nc"• Ycar's Day, Decoration Dav (Memorial Day), Independence Day(Fourth of.luly), Labor Day, Veteran's Day, Thanksgiving Day and Christmas Day,or days ' observed as these named holidays, shall be compensated for at double (2) the regular hourly rate of'wages plus fringe benefits. If a holiday falls on Saturday, it shall be observed on the preceding Friday. If holiday falls on a Sunday, it shall be observed on the following, Monday. No work shall be performed oil Labor Day, Christmas ' Day, Decoration Day or Independence Day except to preserve life or property. NO. 19: All work done on New Ycar's Day, Memorial Day. ,luly 4th, Labor Day, Thanksgiving Day, and Christmas Day shall he paid at the double time rate of pay. The emplovec play take off bridal' following Thanksgiving Day. However. the employee shall notify his or her Forenlan, General Foreman or Superintendent on the Wednesday preceding Thanksgiving Day. When one of the above holidays fulls on Sunday, the following , Monday shall be considered the holiday and all work performed on said day shall be at the double(2) time rate. When one of the holidays falls on Saturday, the preceding Friday shall be considered the holiday and all work performed on said day shall beat the double (2) time rate. ' NO. 23: All work done on New Year's Day. Memorial Day, Independence Day. Labor Day, Veteran's Day, Thanksgiving Day, Christmas Day and Sundays shall be recognized holidays and shall be paid at the double time rate of pay. When a holiday falls on Sunday, the following' Monday shall be considered it holiday. NO. 54: All work performed on Neer )'car's Day. Memorial flay, independence Day, Labor Day. Veteran's Day, ' Thanksgiving Day, the l-riday after Thanksgiving Day. and Christmas Day shall be paid at the double, (2) time rate of pay. When a holiday falls on Saturday, it shall be observed on Friday. When a holiday falls on Sunday, it shall be observed on Monday. • AWO 11 0261idy.doc ANNUAL WA(IL ORDUR No 11 Pap 1 of21'upes ' COLE; COUNTY HOLIDAY SCHEDULE-- BUILDING CONSTRUCTION N0. 60: All work performed on New Year's Day, Armistice Day (Veteran's Day). Decoration Day (Memorial Day), Independence Day (Fourth of July), Thanksgiving Day and Christmas Day shall be paid at the double time rate of pay. No work shall be performed on Labor Day except when triple (3) time is paid. When a holiday falls on Saturday, Friday will be observed as the holiday. When a holiday falls on Sunday, the following Monday shall be observed as the holiday. 1 NO.66: All work performed on Sundays and the following recognized holidays, or the days observed as such, of New Year's Day, Decoration Day. Fourth of July, Labor Day, Veteran's Day, Thanksgiving Day and Christmas Day, shall be paid at double(2)the hourly rate plus an amount equal to the hourly Total Indicated Fringe Benefits. Whenever any such holidays fall on a Sunday, the following Monday shall be observed as a holiday. NO.69: All work performed on New Ycar's Day, Decoration Day, .July Fourth, Labor Day, Veteran's Day, ® Thanksgiving Day or Christmas Day shall be compensated at double(2) their straight-time hourly rate of pay. i Friday after Thanksgiving and the day before Christmas will also be holidays, but if the employer chooses to work these days, the employee will be paid at straight -time rate ofpay. If a holiday gills on a Sunday in a particular year, the holiday will be observed on the following Monday. NO. 76: Work performed on Holidays shall be paid at the rate of two times the nonnal rate. Holidays arc: New ' Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day after Thanksgiving, Christmas Day. If a holiday falls on a Sunday, it shall be celebrated on the following Monday, if it falls on Saturday, it shall be celebrated on the preceding Friday. 1 • ' AWO 11 0261idy.dor ANNUAL.WAGE ORDER NO. I I Page 2 of 211ages Heavy Construction Rates for REPLACEMENT PAGE Section 026 COLE Count ective Basic Over- OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits Increase Rates Schedule Schedule , CARPENTER Journeymen 5/04 $24.78 7 16 $8.34 ' Millwright 5/04 $24.78 7 16 $8.34 Pile Driver Worker 5104 $24.78 7 16 $8.34 OPERATING ENGINEER ' Group 1 5/04 $22.45 21 5 $13.75 Group II 5/04 $22.10 21 5 $13.75 Group III 5/04 $21.90 21 5 $13.75 Group IV 5/04 $18.25 21 5 $13.75 Oiler-Driver 5/04 $18.25 21 5 $13.75 LABORER General Laborer 5/04 $21.17 2 4 $7.28 Skilled Laborer 5/04 $21.77 2 4 $7.28 ' TRUCK DRIVER-TEAMSTER Group 1 5/04 $23.37 22 19 $6.75 Group II 5/04 $23.53 22 19 $6.75 Group III 5/04 $23.52 22 19 $6.75 Group IV 1 5/04 1 $23.64 1 22 1 19 1 $6.75 For the occupational titles not listed on the Heavy Construction Rate Sheet, use Rates shown on the Building Construction Rate Sheet. 1 • "Annual Incremental Increase ANNUAL WAGE ORDER NO. 11 7/04 1 rCOLE COUNTY OVERTIME: SCHEi RULE— HEAVY CONSTRUCTION NO. 2: Means a regular work week of forty (40) hours will start on Monday and end on Friday. The regular work day shall be either eight (8) or ten (10) hours. If a crew is prevented from working forty (40) hours Monday through Friday, or any part thereof, by reason of inclement weather, Saturday or any part thereof may be worked as a make-up day at the straight time rate to complete forty (40) hours of work in a week. Employees who are part of a regular crew on a make-up day, notwithstanding the fact that they may not have been employed the entire week, shall work Saturday at the straight time rate. Time & one-half(1 %)shall be paid for all hours in excess of eight (8) hours per clay (if'working 5-8's) or ten (l 0)hours per day (if working 4- 10's), or forty (40) hours per week, Monday through Friday. For al time worked on Saturday (unless Saturday or any portion of said day is worked as make-up to complete forty hours), time and one-half(1'/12) shall be paid. For all time worked on Sunday and recognized holidays, double (2) time shall be paid. NO. Means the regular work week shall start on Monday and end on Friday, except where the Employer elects to work Monday through Thursday, tell (10) hours per day. All work over tell (10) hours in a day or forty (40)hours in a week shall beat the overtime rate of one and one-half(1 '/z) times the. regular hourly rate. The regular work day shall be either eight (8) or ten (10) hours. If a.job can't work forty(40) hours Monday through Friday because of inclement weather or other conditions beyond the control of the Employer, Friday or Saturday may be worked as a make-up day at straight time (if'working 4-10's). Saturday may be worked as'a make-up day at straight time (if working 5-8's). Make-up days shall not be utilized fir days lost from holidays. Except as worked as a make-up day, time on Saturday shall be worked at one and one-half'(1 '/_) times the regular rate. Work performed on Sunday shall be paid at two (2) times the regular rate. Work performed on recognized holidays or days observed as such, shall also be paid at the double (2) time rate of pay. NO. 21: Means the regular work week shall consist of five (5) eight (8) hour days, Monday through Friday. The regular work day for which employees shall be compensated at straight time hourly rate of pay shall, unless otherwise provided for, begin at 8:00 a.m. and end at 4:30 p.m. However, the project. starting time may be advanced or delayed at the discretion of the Employer. At the discretion of the Employer, when working a five(5) day eight (8) hour schedule, Saturday may be used for a make-up day. The Employer may have the option to schedule his work from Monday through Thursday at ten (10) hours per day at the straight time rate ' of pay with all hours in excess of ten (10) hours in any one day to be paid at the applicable overtime rate. If the Employer elects to work from Monday through Thursday and is stopped due to circumstances beyond his control, he shall have the option to work Friday or Saturday at the straight time rate of'pay to complete his 1 forty (40)hours per work week. Overtime will be at one and one:-half(1'ia) times the regular rate. If workmen are required to work the recognized holidays or days observed as such, or Sundays, they shall receive double (2) the regular rate of pay for such work. ' NO. 22: Means a regular work week of forty (40) hours will start on Monday and end on Friday. The rc g ular work day shall be either eight (8) or ten ( 10) hours. If a crew is prevented from working forty (40) hours ' Monday through Friday, or any part thereof by reason of inclement weather, Saturday or any part thereof may be worked as a make-up day at the straight time rate. Employees who are part of a regular crew on a make-up day. notwithstanding the fact that they may not have been employed the entire week, shall work Saturday at the ' straight time rate. For all time worked (ill recognized holidays, or days observed as such, double (2) time shall be paid. • r ' AV' 11 026 Imouloc ANNUAL. WAGE ORDER NO, 1 I Pave I of 1 Dupes COLE COUNTY HOLIDAY SCHEDULE —HEAVY CONSTRUCTION NO.4: All work performed on New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,Christmas Day, or days observed as such, shall be Maid at the double time rate of pay. When a holiday falls on a Sunday, Monday shall be observed. NO.5: The following days are recognized as holidays: New Year's Day, Memorial Day, Fourth of.luly, Labor ' �. Y b Day,Thanksgiving Day and Christmas Day. If a holiday falls on a Sunday, it shall be observed on the following Monday. if a holiday falls on a Saturday, it shall be observed oil the preceding Friday. No work shalt ' be performed on Labor Day except in cast; of jeopardy to work under construction. This rule is applied to � protect Labor Day. When a holiday falls during the normal work week, Monday through Friday, it shall be counted as eight(8)hours toward a forty (40) hour week, however, no reimbursement for this eight (8) hours is to be paid the workman unless worked. If workmen are required to work the above recognized holidays or days observed as such, or Sundays, they shall receive double (2) the regular rate of nay for such work. Tile above shall apply to the four 10's Monday through Thursday work week. The ten (10) hours shall be applied to the , forty (40)hour work week. NO. 16: The following days are recognized as holidays: New Year's Day, Memorial Day, Fourth of.luiy, Labor Day, Thanksgiving Day and Christmas Day. ifa holiday falls oil Sunday, it shall be observed on the following Monday. If a holiday falls oil Saturday, it shall be observed on the preceding Friday. No work shall be perfoimed on Labor Day except in case of,jeopardy to work under construction. This rule is applied to protect Labor Day. When a holiday falls during the normal work week, Monday through Friday, it shall be counted as eight (8) hours toward the forty (40) hour week: however, no reimbursement for this eight (8) hours is to be paid to the worker unless worked. If workers are required to work the above recognized holidays or , days observed as such, they shall receive double (2) the regular rate of pay for such work. NO. 19: The following days are recognized as holidays: New )'car's Day, Memorial Day. Independence Day, Labor Day, Thanksgiving Day and Christmas Day. Ifa holiday falls on a Sunday, it shall be observed on the following Monday. When a holiday hills during the normal work week. Monday through Friday, it shall be counted as eight (8) hours toward the forty (40) hour week; however, no reimbursement for this eight (8) hours is to be paid the workmen unless worked. If workmen are required to work the above enumerated holidays, or days observed as such, they shall receive double (2) the regular rate of pay for such work. r AN' 11 026 Mn holAm ANNUAL.\VAGh.URDt1-It NO. I I Page I of 1 Ihiges ' REPLACEM.EW PAGE ouTsiDE ELEc riuCIAN These rates are to be used for the following counties: Adair, Audrain, Boone,Callaway, Camden, Carter, Chariton, Clark, Cole, Cooper, Crawford, Dent, Franklin,Gasconade, Howard, Howell. Iron, ,lefTerson, Knox, Lewis, Lincoln, Linn, Macon, ' Maries, Marion, Miller, Monitcau, Monroe, Montgomery, Morgan, Oregon, Osage, Perry, Phelps, Pike, Pulaski, Putnam, Rails, Randolph, Reynolds, Ripley, St, Charles, St. Francois, St. Louis City, St, Louis County, Ste. Genevieve, Schuyler, Scotland. Shannon, Shelby, Sullivan,Texas, Warrcn, and Washington COMMERCIAL WORK Occupational_fitic ( —--� Basic — -- _ ---Total �IIouriv — I`rinE A Rate f�cnclits *,lournevman Lineman $28,90 $4.25 41,31i0 *Lineman Operator 5;25.93 S+4,25 4 l.3'4ii *Groundman 5i2U,5�' $4.25 41.31�o UTILITY WORK Occupational Title Basic• _ _ _ _ 'total F} _ ourly I rtnc -- --- -- --- — Rafe }3cnclits *.lournevman Lineman S��'7_c1� _'__._. _H_ $4.25 .. 37.3'%i — *Lineman Operator Si24.13 ( $4.25 -4 37.3` *Groundman $18.66 S4.25 37.3'111 OVI:RTIM1: RATE: light (9)hours shall constitute a wort: daN'bCtWCClt the hours ol'7:00 a.nt. and 4:30 p.m. Forty (40)(tours within five(5) days, Monday through Friday inclusive,shall constitute the wort: week. Work performed in the 9th and 10th hour, Monday through Fridal., shall hr paid to time and one-111111,(i'/z) the regular straight time rate of pay. Contractor has the option to pay two (2)hours per day at the time tool one-half(1'r_)the regular straight time rate of pay hetween the hours of 6:00 a.m. and 5:3(I p,m., Monday through Friday, Work perf ruled outside the regularly scheduled working hours turd on S;uurclays, Sundays and recognized legal holidays,or clays celebrated as such,shall he paid for at the rate of double(2) tine. ' HOLIDAY RATI-I': All work perforated on New Year's Day, Memonal Day, Fourth of.luly. Labor DaN, Veteran's Day,Thanksgiving Day, Christmas Day,or days celebrated as such, shall he paid at the double time rate of pay. When one of the Foregoing holidays Ihlls on Sunday, it shall be celebrated on the following Monday. 1 *Annual Incremental increase ' ANNUAL WAGE( ORDER NO, i I Taw ou•rs�•t.nwtt mt,dne AFFIDAVIT OF COMPLIANCE PUBLIC WORKS CONTRACTS LAW I, the undersigned, , of lawful age, first being duly sworn, state to the best of my information and belief as follows: 1. That I am employed as by 21 That __. _ _ _ was awarded a public works contract for Project No. 62014, Emergency Response Building Project. 3. That I have read and am familiar with Section 290.290 RSMo (1994 as amended) an act relating to public works contracts, which impose certain requirements upon contractors and subcontractors engaged in a public iworks construction project in the State of Missouri. ' 4. That _ _ has fully complied with the provisions and requirements of Section 290.290 RSMo (1994 as ' amended) FURTHER AFFIANT SAYETH NAUGHT. AFFIANT iSubscribed and sworn to before me this day of 20 NOTARY PUBLIC i My Commission Expires: i STATE OF MISSOURI ) Ile ss COUNTY OF ) I EXCESSIVE UNEMPLOYMENT EXCEPTION CERTIFICATION I, the undersigned, .__ _ of lawful age, first being duly sworn, state to the best of my information and belief as follows: ' 1. That I am employed as �-_ _ _ , by 2. That �_—.. was awarded a public works contract for Project No. 62014, Emergency Response Building Project. 3. That I have read and am familiar with Section 290.290 RSMo (1994 as amended) an act relating to public works contracts, which impose certain 1 requirements upon contractors and subcontractors engaged in a public works construction project in the State of Missouri. 4. Although there is a period of excessive unemployment in the State of Missouri, which requires the employment of only Missouri laborers and laborers from non-restrictive states on public works projects or improvements, an exception applies as to the hiring of since no Missouri laborers or laborers from non-restrictive states are available or capable ' of performing _.----_ _._-._.__—_—_--------------.-------_��__ FURTHER AFFIANT SAYETH NAUGHT. AFFIANT ' Subscribed and sworn to before me this day of 20 __ NOTARY PUBLIC My Commission Expires: APPROVED BY: ' Director of Community Development, City of Jefferson, MO CITY OF JEFFERSON CONSTRUCTION CONTRACT THIS CONTRACT, made and entered into this _i— day of - / " 1 —, 2005, by and between Concrete Engineering , LLC hereinafter referred to as "Contractor", and the City of Jefferson, Missouri, a municipal corporation of the State of Missouri, hereinafter referred to as "City". WITNESSETH: That Whereas, the Contractor has become the lowest responsible bidder for furnishing the supervision, labor, tools, equipment, materials and supplies and for constructing the following City improvements: Project No. 62014, Emergency Response Building Project. NOW THEREFORE the parties to this contract agree to the following: f� g 9 1 . She of Services. Contractor agrees to provide all labor,equipment, hardware and supplies to perform the work included in the project entitled "Emergency Response Building Project" in accordance with the plans and specifications on file with the Department of Community Development. ' • 2. Manner and time for Completion. Contractor agrees with the City to furnish all supervision, labor, tools, equipment, materials and supplies necessary to perform said work at Contractor's own expense in accordance with the contract documents and any applicable City ordinances and state and federal laws, within 90 calendar days from the date Contractor is ordered to proceed, which order shall be issued by the Director of Community Development within ten (10) days after the date of this contract. ' 3. Prevailing Wages. To the extent that the work performed by Contractor is subject to prevailing wage law, Contractor shall pay a wage of no less than the "prevailing hourly rate of wages" for work of a similar character in this locality, as established by Department of Labor and Industrial Relations of the State of Missouri, and as established by the Federal Employment Standards of the Department of Labor. Contractor acknowledges that Contractor knows the prevailing hourly rate of wages for this project because Contractor has obtained the prevailing hourly rate of wages from the contents of the current Annual Wage Order No. 11, Section 026, Cole County ' rates as set forth. The Contractor further agrees that Contractor will keep an accurate record showing the name,, and occupations of all workmen employed in connection with the work to be performed under the terms of this contract. The record shall show the actual wages paid to the workmen in connection with the work to be performed under the terms of this contract. A copy of the record shall be delivered to the Purchasing Aqent of the Jefferson City Finance Department each r iweek. In accordance with Section 290.250 RSMo, Contractor shall forfeit to the City Ten Dollars ($10.00) for each workman employed, for each calendar day or portion i thereof that the workman is paid less than the stipulated rates for any work done under this contract, by the Contractor or any subcontractor under the Contractor. i4. Insurance. Contractor shall procure and maintain at its own expense during the life of this contract: ia Workmen's Com ensation Insurance for all of its employees to be engaged in work under this contract. i b Contractor's Public Liabilit Insurance! i =� i ( ) ---- -._......_.... ___--------. - -----.-._.Y..._...- .._� ...-. .. ua � n amount not less than $2,000,000 for all claims arising out of a singlo occurrence and $300,000 for any one person in a single accident or occurrence, except for those claims governed by the provisions of the Missouri Workmen's Compensation Law, Chapter 287, RSMo., and Contractor's Property Damage Insurance in an amount not less than $2,000,000 for all claims arising out of a single accident or occurrence and $300,000 for any one person in a single accident or occurrence. (c) Automobile Liability__Insurance in an amount not less than $2,000,000 for all claims arising out of a single accident or occurrence and $300,000 for i any one person in a single accident or occurrence, i (d) Owner's Protective Liability _Insurance - The Contractor shall also obtain at its own expense and cleliver to the City an Owner's Protective Liability Insurance Policy naming the City and the City as the insured, in an i amount not less than $2,000,000 for all claims arising out of a single accident or occurrence and $500,000 for any one person in a single accident or occurrence, except for those claims governed by the provisions of the Missouri Workmen's Compensation Law, Chapter 287, RSMo. No policy will be accepted which excludes liability for darnage to underground structures or by reason of blasting, explosion or collapse. (e) Sut)contracts •. In case any or all of this work is sublet, the Contractor shall require the Subcontractor to procure and maintain all insurance irequired in Subparagraphs (a), (b), and (c) hereof and in like amounts. (f) Scone of- Insurance arid Special The insurance required i under Sub-paragraphs (b) and (c) hereof -;,hall provide adequate protection for the Contractor and its subcontractors, respectively, against damage claims which my arise from operations under this contract, whether such ioperations be by the insured or by anyone directly or indirectly employed by • it, and also against any special hazards which may be encountered in the performance of this contract. 1 i ' NOTE: Paragraph (f) is construed to require the procurement of Contractor's protective insurance (or contingent public liability and contingent property damage policies) by a general contractor whose subcontractor has employees working on the project, unless the general public liability and property damage policy (or rider attached thereto) of the general contractor provides adequate protection against claims arising from operations by anyone directly or indirectly employed by the Contractor. 5. Contractor's Responsibility for Subcontractors. It is further agreed that Contractor shall be as fully responsible to the City for the acts and omissions of its subcontractors, and of persons either directly or indirectly employed by them, as Contractor is for the acts and omissions of persons it directly employs. Contractor shall cause appropriate provisions to be inserted in all subcontracts relating to this work, to bind all subcontractors to Contractor by all the terms herein set forth, insofar as applicable to the work of subcontractors and to give Contractor the same power regarding termination of any subcontract as the City may exercise over Contractor under any provisions of this contract. Nothing contained in this contract shall create any contractual relations between any subcontractor and the City or between any subcontractors. 1 6. Liquidated Damages. The City may deduct Five Hundred Dollars ($500.00) from any amount otherwise due under this contract for every day the Contractor fails or refuses to prosecute the work,or any separable part thereof,with such diligence as will insure the completion by the time above specified, or any extension thereof, or fails to complete the work by such time, as long as the City does not terminate the right of Contractor to ' proceed. It is further provided that Contractor shall not be charged with liquidated damages because of delays in the completion of the work due to unforeseeable causes beyond Contractor's control and without fault or negligence on Contractor's ' part or the part of its agents. 7. Termination. The City reserves the right to terminate this contract by giving at least five (5) days prior written notice to Contractor, without prejudice to any other rights or remedies of the City should Contractor be adjudged a bankrupt, or if Contractor should make a general assignment for the benefit of its creditors, or if a receiver should be appointed for Contractor or for any of its property, or if Contractor should ' persistently or repeatedly refuse or fail to supply enough properly skilled workmen or proper material, or if Contractor should refuse or fail to make prompt payment to any person supplying labor or materials for the work under the contract, or ' persistently disregard instructions of the City or fail to observe or perform any provisions of the contract. ' 8. City's Right to Proceed. In the event this contract is terminated pursuant to Paragraph 7, then the City may take over the work and prosecute the same to completion, by contract or otherwise, 1 and Contractor and its sureties shall be liable to the City for any costs over the amount of this contract thereby occasioned by the City. In any such case the City may take possession of, and utilize in completing the work, such materials, appliances and structures as may be on the work site and are necessary for completion of the work. The foregoing provisions are in addition to, and not in ' limitation of, the rights of the City under any other provisions of the contract, city ordinances, and state and federal laws. 9. Indemnity. To the fullest extent permitted by law, the Contractor will indemnify and hold harmless the City, its elected and appointed officials, employees, and agents from and against any and all claims,damages, losses, and expenses including attorneys' fees arising out of or resulting from the performance of the work, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting therefrom and (2) is caused In whole or in part by any negligent act or omission of contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or otherwise reduce any other right or obligation of indemnity which would otherwise exist as to any party or person described in this Paragraph. 10. Payment for Labor and Materials. The Contractor agrees and binds itself to pay for all labor done, and for all the materials used in the construction of the work to be completed pursuant to this contract. Contractor shall furnish to the City a bond to insure the payment of all materials and labor used in the performance of this contract. 11. Supplies. The Contractor is hereby authorized and directed to utilize the City's sales tax ' exemption in the purchase of goods and materials for the project as set out in Section 144.062 RSMo 1994 as amended. Contractor shall keep and maintain records and invoices of all such purchases which shall be submitted to the City. 12. Payment. The City hereby agrees to pay the Contractor for the work done pursuant to this contract according to the payment schedule set forth in the Contract Documents upon acceptance of said work by the Director of Community Development and in accordance with the rates and/or amounts stated in the bid of Contractor dated February 8, 2005 which are by reference made a part hereof. No partial payment to the Contractor shall operate as approval or acceptance of work done or materials furnished hereunder. The total amount of this contract shall not exceed One ' Hundred Eighty Four Thousand Thirty Five Dollars and sixty-eight cents, ($184,035.68). • 13. Performance and Materialman's Bonds Required. Contractor shall provide a bond to the City before work is commenced, and no later than ten(10)days after the execution of this contract,guaranteeing the Contractor's performance of the work bid for, the payment of amounts due to all suppliers of labor and materials, the payment of insurance premiums for workers compensation ' insurance and all other insurance called for under this contract, and the payment of.the prevailing wage rate to all workmen as required by this contract, said bond to be in a form approved by the City, and to be given by such company or companies as may be acceptable to the City in its sole and absolute discretion. The amount of the bond shall be equal to the Contractor's bid. 14. Knowledge of Local Conditions. Contractor hereby warrants that it has examined the location of the proposed work and the attached specifications and has fully considered such local conditions in making its bid herein. 15. Severability. If any section, subsection, sentence, or clause of this Contract shall be adjudged illegal, invalid, or unenforceable, such illegality, invalidity, or unenforceability shall not affect the legality, validity, or enforceability of the contract as a whole, or of any section, subsection, sentence, clause, or attachment not so adjudged. ® 16. Governing Law. The contract shall be governed by the laws of the State of Missouri. The courts of the State of Missouri shall have jurisdiction over any dispute which arises under this contract, and each of the parties shall submit and hereby consents to such courts exercise of jurisdiction. In any successful action by the City to enforce this contract, the City shall be entitled to recover its attorney's fees and expenses incurred in such action. 17. Contract Documents. The contract documents shall consist of the following: a. This Contract f. General Provisions b. Addenda g, Special Provisions ' c. Information for Bidders h. Technical Specifications d. Notice to Bidders I. Drawing and/or Sketches e. Signed Copy of Bid This contract and the other documents enumerated in this paragraph, form the Contract between the parties. These documents are as fully a part of the contract ' as if attached hereto or repeated herein. 18. Complete Understanding�Merger. e Parties agree that this document including those documents described in the section entitled"Contract Documents"represent the full and complete understanding of the parties. This contact includes only those goods and services specifically set r out. This contract supersedes all prior contracts and understandings between the Contractor and the City. ' 19. Authorship and Enforcement. Parties agree that the production of this document was the joint effort of both parties and that the contract should not be construed as having been drafted by either party. In the event that either party shall seek to enforce the terms of this contract through litigation, the prevailing party in such action shall be entitled to receive, in addition to any other relief, its reasonable attorneys fees, expenses and costs. . 20. Amendments. ■ This contract may not be modified, changed or altered by any oral promise or 1� statement by whomsoever made; nor shall any modification of it be binding upon the City until such written modification shall have been approved in writing by an authorized officer of the City. Contractor acknowledges that the City may not be responsible for paying for changes or modifications that were not properly authorized. 21. Waiver of Breech . Failure to Exercise Flights and Waiver: Failure to insist upon strict compliance with ' any of the terms covenants or conditions herein shall not be deemed a waiver of any such terms, covenants or conditions, nor shall any failure at one or more times be deemed a waiver or relinquishment at any other time or times by any right under ' the terms, covenants or conditions herein. 22. Assignment. rNeither party may sell or assign its rights or responsibilities under the terms of this agreement without the express consent of the remaining party. a23. Nondiscrimination. Contractor agrees in the performance of this contract not to discriminate on the ' ground or because of race, creed, color, national origin or ancestry, sex, religion, handicap, age, or political opinion or affiliation, against any employee of Contractor or applicant for employment and shall include a similar provision in all subcontracts let or awarded hereunder. 24. Notices. ' All notices required to be in writing may be given by first class mail addressed to City of Jefferson, Department of Community Development, 320 East McCarty, Jefferson City, Missouri, 65101 , and Contractor at 241 Indian Meadow,Jefferson City, MO 65109. The date of delivery of any notice shall be the second full day after the day of its mailing. ■ IN WITNESS WHEREOF,the parties hereto have set their hands and seals this day of CITY OF JEFFERSON CONTRACTOR M or Title: ATTEST: ATTEST: ity Ci' rk Title: APPROVED AS TO FORM: City-Counselor • t }fond No. 104333213 P—M. M R NIAN.0 ,�9�L` 1E A �__S�4ff� ANTEF ' KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned Concrete 1 Inclirci ilk ncic�w 1)1-. , J e f fcr_ti0n c C251f) I hereinafter, referred to as "Contractor" and 11'1*.avel.ers Gasua.lty and 5iirety Cimmlmny of America 940 West fort I' az.,, Mnrvl �ncl 11vis'.lits, 10 (:3140 _ i a Corporation organized under the laws of the State of Connecticut and authorized to transact business in the State of Missouri as Surety, are held and firmly bound unto the City of .Jefferson hereinafter referred to as"Owner' ' one- inthepenalsumof hundred c ly;l,ty—ri)i i r tlioci:;nnd, tlilriv—river ()8/ 1 00DOLLAIRS ($_ 184 ,035.68 ----------- ), lawful money of the United States of America for the • payment of which sum, well and truly to be made, we bind ourselves and our heirs, ' executors, administrators, successors, and assigns, jointly and severally by these presents. THE CONDITION OF THE FOREGOING OBLIGATION !S SUCH THAT; ' WHEREAS, the above bounded Con ractor has on the day of F eb rUary , 20 05 ,entered into a written contract with the aforesaid Owner forfurnishing all materials, equipment,tools, superintendence, labor,and other facilities '• and accessories, for the construction of certainffmprovements as designated, defined and described in the said Contract and the Conditions thereof, and in accordance with ' the specifications and plans there-.fore; a copy of said Contract being attached hereto and made a part hereof; NOW THEREFORE, if the said Contractor shall and will, in all particulars,well, duly and • faithfully observe, perform and abide by each and every covenant, condition, and pert. ' of the said Contract, and the Conditions, Specifications, Plans, Prevailing Wage Law and other Contract Documents thereto attached or, by reference, made a part thereof, e me a nin, in each case and if said contractor shall according to the true intent and a g , ' replace all defective parts, material and workmanship for a period of one year after acceptance by the Owner, then this obligation shall be and become null and void, otherwise it shall remain in full force: and effect. PROVIDED FURTHER, that if the said Contractor fails to duly pay for any labor, materials, 4ustenances, provisions, provender, gasoline, lubricating oils, fuel oils, greasers, coal repairs, equipment and tools consumed or used in said work, groceries and foodstuffs, and all insurance premium::, compensation liability, and otherwise, or any other supplies or materials used or consumed by such Contractor or his, their, or its subcontractors In performance of the work contracted to be done, the Surety will pay the same In any amount not exceeding the arnount of this Obligation, together with ' interest as provided by law: ' PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the ' contract, or the work to be performed thereunder, or the specifications accompanying the same, shall in any wise affect its obligation on this bond and it does hereby waive rnotice of any change, extension or tirne, alteration, or addition to the terms of the contract, or to the work, or to the specifications: PROVIDED FURTHER, that if the said Contractor fails to pay the prevalling hourly rate tof wages, as shown in the attached schedule, to any workman engaged in the construction of the improvements as designated, defined and described in the said 1 contract, specifications and conditions thereof, the Surety will pay the deficiency and any penalty provided for by law which the contractor incurs by reason of an act or ' omission, in any amount not exceeding the, amount of this obligation together with interest as provided by law: ' TESTIMONY WHEREOF the said Contractor has hereunto set his hand, and the • IN , ' said Surety has caused these presents to be executed in its name, and Its corporate IN WITNESS WHEREOF, TRAVELERS CASUAL SURETY AND SUR 1'Y COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be fined by their Senior Vice President and their corporate seals to be hereto ;affixed this 23rd day of June,2004. ' STATE OF CONN FCTICUT '1'RAVE1,ERS CASUALTY AND SURIs rY COMPANY OF AMERICA TRAVELERS CASUAL'L'Y AND SURETY COMPANY iSS. Ilartt'ord FARMINGTON CASUAI;1'Y COMPANY COUNTY OF HARTFORD Yrp Jl,%,tV AHp s C,ASU ( , y A R M P A HARTFORD, < 0 1 9 8 2� O By_..— ti CONN, S cow t George W. Thompson j ` `df • F�JD 6'yy • h�\ Senior Vice President On this 23rd day of June,2004 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELEIS CASUAL'T'Y AND SURETY COMPANY and FARMINGTON CASUAL'T'Y COMPANY, the corporations described in and which executed the above instrument; that he/she knows the seals ()[' said corporations; that the seals ' affixed to the said instrument are such corporate seals; and that he/she executed file said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. � �1/SL10 +� 6, My commission expires June 30,2006 Notary Public Marie C.Tetreault CLRTIFICATE ' I, the undersigned, Senior Vice President of 'TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUAITY COMPANY, stock corporations of the State of Connecticut, DO HERE.-BY CE-11 'IFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth ' in the Certificate of Authority,are now in force. 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V7121i1IVN'aO ANVdIVO:),l.l.;l)lflti(INV ,1LJ.IV(1SV;) SIVI'i.LM1,1. � t t t ` •, ,{ ILA^�titi. r•f• '., Ni TItAVF,1,1:RS CASUAi;I'Y AND SUltETY COMPANY OF AMERICA '1'RAVELE116 CASUALTY AND SURi:'TY COMPANY FAItMINGTON CASUALTY COMPANY Hartford,Connecticut 116183-91162 POWER OF A'T'TORNEY AND CERTIFICATE' Ol, AUTiIORITY O1,A'I"l'ORNEY(S)-iN-FACT KNOW ALi, PERSONS BY `T'IIFsSE PRESENTS, TIIAT TRAVELERS CASUAi;I'Y AND SURETY COMPANY OF AMERICA, TRAVELERS CASUAL'L'Y AND SURETY COMPANY and FARMINGTON CASUAL'T'Y COMPANY, ' corporations duly organized under the laws of the Slate of Connecticut,'and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Gerald J. Lux, Robert A. Miller, Catherine L. Geimer, Thomas U. Krippene, Annette Smith, of St. Louis, Missouri, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge,at any place within the United States, the following instrwtlent(s): by his/her sole signature and act,any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond. recognizance, or ::onditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same 1 were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President,the Treasurer, any Assistant'Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behall'of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. ' VOTED: That the Chairman, the President, any Vice Chairman,any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employe.--s of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. S TED: That any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking i,be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the 'Treasurer, any Assistant 'Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and scaled with the Company's seal by a Secretary or Assistant Secretary,or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. ' This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUAL'T'Y AND SUREITY COMPANY and FARMINGTON CASUALTY COMPANY,which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for ' purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate hearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. • ' (05-04)Unlimited seal to be hereunto affixed, by it attorney-in-fact duly authorized thereunto so to do, at 8112 Maryland Ave. , Su jte 200, St. Louis, MO 63105 on this the 22nd day of_February 20 05 Travelers Casualty and Surety Company of AMerica„ ,Soncret.e Eiagineering, LLC ' PURETY COMPANY CONTRACTOR _(SEAL) BY J� � (SEAL) EY SEAL BY SEAL (SEAL) ( ) ' Attomey-in-fact Attorney-In-Fact (State Representative) . (Accompany this bond with Attomey-in-fact's authority from the Surety Company certified to include the date of the bond.) 1 1 • ACKNOWLEDGMENT BY SURELY STATE OF Missouri ss. County of St. Charles On this 22nd day of February 2005 before me personally appeared C e ra l(I J. I,ux , known to, me to be the Attorney-in-Fact of Travelers Casualty and Surety Company of America _ the corporation that executed the within instrument,and acknowledged to nlc that such corporation executed the same, ' IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, at my office in the aforesaid County,lire day and year in this certificate first above written, r 19 . l ANNETTE M. SMITH Notary Public in lire State of Missouri (Seal) Notary Public—Notary Seal County of St. Charles STATE OF MISSOURI St,Charles Couriy 11 appointment expires April 10,2005 ' S-02301GEEF 10199 R STPAUL TRAVELERS IMPORTANT DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE On Nov. 26, 2002, President Bush signed into law the Terrorism ' Risk Insurance Act of 2002 (the "Act"). The Act establishes a short-term program under which the federal government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform you of the key features of the Act, and to let you know what ' effect, if any, the Act will have on your premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act further provides that the federal government ' will pay a share of such losses. Specifically, the federal government will pay 90 percent of the amount of covered losses caused by certain acts of terrorism, which is in excess of an insurer's statutorily established deductible for that year. The Act also caps the amount of terrorism-related losses for which the federal government or an insurer can be responsible at ' $100 billion, provided that the insurer has met its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional ' premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage is inseparable from and imbedded in your overall ' premium, and is no more than one percent of your premium. ' ILT-1018 (9/04) • 1 ' ACORD CERTIFICATE OF LIABILITY INSURANCE r7n.TFEB22D05Yrrl nI+1'UI'rLb' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION FRED VOGEL INSURANCE,INC, ONLY AND COIJPERS NO RIGHTS UPON THE CERTIFICATE 901 MONROE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P O BOX SON CITY MO 65102 ALTER THE COVERAGE_AFFORDED BY THE POLIGIE$ INSURERS AFFORDING COVERAGE NAIC 11 INSURED ItJSURI:R A ALLIED GROUP LEARY,GREG 11,1511RER H GE SMALLCOMP DBA CONCRETE ENGINEERING LLC 1rJ:ul�rl�c: 241 INDIAN MEADOW ' JEFFERSON CITY MO 66109 u•tsurel:rz tJ INSUIir:R I� COVERAGES l l l f h If , r)f ItJ,uNAl11 frIfI` !rf1 II:•:r hi!I, , '!I. I1@ ltl 1.1 t,:,,,,t' ;•I• .',I 11. I•+i 111. .',f Ill [) 1:•,^.!wd71 u1,11: i,11; RICr1'Ikl!,11'11 114.x1 1, � 'll',I 1' ,, ! nryr '.I 11;''.. ,', ,111 r. ., ,� I:i I l.,i 'I; ,n' i' a All! I.0 Itr 'NAt r,1 an 1 ,., " •" '1 'I 1.1 '!It '.r. r,1A 11n;r 41 ', 1:. I I• I .'' u1:1, ALI,I l Yf'C Of INSURANCE POLICY rAIidHI:k r n ucv r f r r c I I v I. PoucY I. V111A I10N l n, lrc.1+11 DAIr It'"A nArI NdtA P11,Y1 I I I Ili ITS GENERAL LIABILITY ACP7101532344 JUL 4 04 JUL U _4 06 1,000,000 X J'A, 100,000 elf.1 A,:1 X 'I: ,. �, , ' 5,000 A r•u:n;,: ,,, 1,000,000 r 2,000,000 it 111 „ , All ;A I I I r.,nl '•r ,'1 ,11; 2,000,000 X r nurrlMOl.In.r.LIAItn.1rY ACP7101632344 .JUL 4 04 .IUL405 d ;r•ILit'.''I 500,000 X Iiffl' ,II: . A 11411"[1",,1 INSURANCE REVIEWED I'I, J 1:1 r 1 I%IA'.1 r•I ,'1„1,1 GARAGE LIABILITY y: A J,A,rt, aC3tIE�` (. I •� EXCESSIUMBRELLALIAPILIIY I " ''"I',' ! 1.1 fl 111" 11 WORKERS COMF'r_r1::AT1ON AND WCA0006791 IUL 4 04 JUL 4 05 It'1'' EMPLOYERS'LIABILITY ',;. •�', ,t;; 500,000 B ANY PNO PRIG T 0 H,PAR I N F R,F.A F.C 1111 V I. O F FICEIbrAVA11 0 IFACLIJOr111 ' .• 1.•i••'I'1. f 1 600,000 II yr. dr�uiLr und,n ..^.PECIAL PHOVISIONS b.1,,., I'' .; I 1 ''•+�' 600,000 ' OTHER. ' DESCRIPTION OF OPERATIONSILOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION ' .•11 ,III II "'ti, i I Ifir_ Plr,:i 1,f, I•li•I(' I 1I, !! , NI A!1. Llif II lil 1010,fill L "!HAfP 1, I,AII lilt ki.'1 11 if ! e4t;', 1 :d11I 1'11, d41 IIII it Iii ) MAlt 10 (;,,111( I 1111 t l"lit I: All 11' I(II P 1141,111) 1„ rIIf. 11:11 I;III I"`I'..'•, ,'!'., ..,1U•II It,IP 11 .[1[1•'AII .'1 1,,1;,1+1111, 1 A11, 1'-It1II,ll,011'fill: CITY OF JEFFERSON DEPARTMENT OF COMMUNITY DEVELOPMENT r,L,,;,•I i,;r+I ln•1'.t r1t At,•:I 320 EAST MCCARTY ;, ,, •; n JEFFERSON CITY, MO 66101 Attention: GENE WILLIAMS -669-3795-FAX Missy Flschm ' ACORD 26 (2001108) C,:IUhr.,;lte 11 •1)38 FIR 14323 1 r,'1 ACORD CORPORATION 1908 GENERAL PROVISIONS FORWARD ' The following Articles GP-1 through GP-49 are"General Provisions of the Contract",modified as set forth in the Special Provisions. GP-1 CONTRACT DOCUMENTS ' It is expressly understood and agreed that the Contract Documents comprise the Notice to Bidders, Instruction to Bidders,General Provisions,Special Provisions,Bid,Contract,Performance and One Year Guarantee Bond, Specifications, other documents listed in the Table of Contents and bound in this Volume. Plans,all Addenda thereto issued prior to the time of opening bids for the work, all of which are hereto attached,and other drawings,specifications,and engineering data which may be furnished by the Contractor and approved by the Owner, together with such additional drawings which may be furnished by the Engineer from time to time as are necessary to make clear and to define in greater detail the intent of the specifications and drawings, are each and all component parts to the agreement governing the work to be done and the materials equipment to be furnished. All of these documents are hereby defined as the Contract Documents. The several parts of the Contract Documents are complementary, and what is called for by any one shall be as binding as if called for by all. The intention of the Documents is to include the furnishing of all materials,labor,tools,equipment and supplies necessary for constructing complete and ready to use the work specified. Materials or work described in words which so applied have a well known technical or trade meaning shall be held to refer to such recognized standards. The Contract shall be executed in the State and County where the Owner is located. Three (3) copies ' of the contract documents shall be prepared by the Contractor, each containing an exact copy of the Contractor's bid as submitted,the Performance Bond properly executed,a Statutory Bond where required, and the contract agreement signed by both parties thereto. These executed contract documents shall be filed as follows: 1 One (1) with the City Clerk of the City of Jefferson One (1) with the Jefferson City Director of Community Development One (1) with the Contractor ' GP-2 DEFINITIONS Wherever any work or expression defined in this article, or pronoun used in its stead, occurs in these ' contract documents, it shall have and is mutually understood to have the meaning herein given: 1. "Contract"or"Contract Documents"shall include all of the documents enumerated in the previous article. 2.2. "Owner", "City", or words "Party of the First Part", shall mean the party entering into contract to secure performance of the work covered by this Contract and his or its duly authorized officers ' or agents. Generally this will be the "City of Jefferson". 3. Contractor or the words Party of the Second Part"shall mean the party entering into contract for the performance of the work covered by this contract and his duly authorized agents or legal representatives. 4. "Subcontractors"shall mean and refer to a corporation, partnership,or individual having a direct ' contract with the Contractor, for performing work at the job site. 5. Engineer shall mean the authorized representative of the Director of Community Development, (i.e., the Engineering Division Director). ' 6. "Construction Representative"shall mean the engineering or technical assistant duly authorized by the Engineer limited to the particular duties entrusted to hind or them as subsequently set forth herein. 7. "Date of Award of Contract" or words equivalent thereto, shall mean the date upon which the successful bidder's proposal is accepted by the City. B. "Day" or "days", unless herein otherwise expressly defined, shall mean a calendar day or days ' of twenty-four hours each. 9. "The work" shall mean the work to be done and the equipment, supplies and materials to be furnished under this contract, unless some other meaning is indicated by the context. t 10. "Plans"or"drawings"shall mean and include all drawings which may have been prepared by the Engineer as a basis for proposals, all drawings submitted by the successful bidder with his ' proposal and by the Contractor to the City, if and when approved by the Engineer, and all drawings submitted by the City to the Contractor during the progress of the work, as provided for herein. 11. Whenever in these contract documents the words"as directed","as required","as permitted","as allowed", or words or phrases of like import are used, it shall be understood that the direction, requirement, permission, or allowance of the City and Engineer is intended. 12. Similarly the words "approved", "reasonable", "suitable", "acceptable", "properly", "satisfactory", or words of like effect and import, unless otherwise particularly specified herein, shall mean approved, reasonable,suitable,acceptable,proper or satisfactory in the judgment of the City and t Engineer. 13. Whenever any statement is made in these Contract Documents containing the expression "it is . ' understood and agreed"or any expression of the like import,such expression means the mutual understanding and agreement of the Contractor and the City. 14. "Missouri Highway Specifications" shall mean the latest edition of the "Missouri Standard Specifications for Highway Construction" prepared by the Missouri Highway and Transportation Commission and published before the date of this contract. 15. "Consultant" shall mean the firm, company, individual, or its/his/her duly authorized ' representative(s) under separate agreement with the City of Jefferson that prepared the plans, specifications, and other such documents for the work covered by this contract. GP-3 THE CONTRACTOR ' It is understood and agreed that the Contractor, has by careful examination satisfied himself as to the nature and location of the work,the conformation of the ground,the character, quality and quantity of the ' materials to be encountered, the character of the equipment and facilities needed preliminary to and during the prosecution of the work, the general local conditions, and all other matters which can in any way affect the work under this Contract, No verbal agreement or conversation with any officer, agent or , employee of the City, either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. The relation of the Contractor to the City shall be that of an independent contractor. , GP-4 THE ENGINEER The Engineer shall be the City's representative during the construction period and he shall observe the ' work in process on behalf of the City by a series of periodic visits to the job site. He shall have authority to act on behalf of the City. The Engineer assumes no direction of employees of the Contractor or subcontractors and no supervision ' of the construction activities or responsibility for their safety. The Engineer's sole responsibility during construction is to the City to endeavor to protect defects and deficiencies in the work. Any plan or method of work suggested by the Engineer, or other representative of the City, to the Contractor, but not specified or required, if adopted or followed by the Contractor in whole or in part, shall be used at the risk and responsibility of the Contractor; and the E=ngineer and the City will assume no responsibility therefore. GP-5 BOND Coincident with the execution of the Contract, the Contractor shall furnish a good and sufficient surety bond in the full amount of the contract sum. This surety bond, executed by the Contractor to the City, shall be a guarantee: (a) for the faithful performance and completion of the work in strict accordance with the terms and intent of the contract documents; (b) the payment of all bills and obligations arising from t this contract which might in any manner become a claim against the City; (c) for the payment to the City of all sums due or which may become due by the terms of the contract, as well as by reason of any violation thereof by the Contractor; and for a period of one year from and immediately following the acceptance of the completed project by the City,the payment to the City of all damage loss and expense which may occur to the City by reason of defective materials used, or by reason of defective or improper workmanship done, in the furnishing of materials, labor, and equipment in the performance of the said contract. All provisions of the bond shall be complete and in full accordance with statutory requirements. The bond shall be executed with the property sureties through a company licensed and qualified to operate in the state and approved by the City. Bond shall be signed by an agent resident in the state and date of bond shall be the date of execution of the contract. If at any time during the continuance of the contract the surety on the Contractor's bond becomes irresponsible,the City shall have the right to require additional and sufficient sureties which the Contractor ' shall furnish to the satisfaction of the City within ten (10)days after notice to do so. In default thereof,the contract may be suspended, all payments or money due the Contractor withheld, and the contract completed as hereinafter provided. GP-6 INSURANCE GP-6.1 GENERAL: The Contractor shall secure, pay for and maintain during the life:of the Contract, insurance of such types and amounts as necessary to protect himself, and the City, against all hazards enumerated herein. All ' policies shall be in the amounts, form and companies satisfactory to the City. The insuring company shall deliver to the City certificates of all insurance required, signed by an authorized representative and stating that all provisions of the following specified requirements are ' complied with. All certificates of insurance required herein shall state that ten (10)days written notice will be given to the City before the policy is canceled or changed. All certifications of insurance shall be delivered to the City prior to the time that any operations under this contract are started. All of said Contractor's certificates of insurance shall be written in an insurance company authorized to do business in the State of Missouri. GP-6.2 BODILY INJURY LIABILITY & PROPERTY DAMAGE LIABILITY INSURANCE ' (1) Bodily Injury Liability insurance coverage providing limits for bodily injuries, including death,of not less • than $2,000,000 per person and $300,000 per occurrence. ' (2) Property Damage Liability insurance: coverage for limits of not less than $2,000,000 per one occurrence nor less than $2,000,000 aggregate to limit for the policy year. GP-6.3 CONTRACTOR'S PROTECTIVE BODILY INJURY LIABILITY & PROTECTIVE PROPERTY t�l DAMAGE LIABILITY INSURANCE: COVERING OPERATIONS OF SUBCONTRACTORS) (1) Contractors contingent policy providing limits of at least $300,000 per person and $2,000,000 per occurrence for bodily injury or death. (2) Property Damage Liability providing limits of at least $2,000,000 per occurrence and $2,000,000 aggregate. GP-6.4 CONTRACTUAL LIABILITY , Property Damage coverage with $2,000,000 aggregate limit. GP-6.5 OWNER'S PROTECTIVE LIABILITY AND PROPERTY DAMAGE INSURANCE The Contractor shall purchase and maintain Owner's Protective Liability and Property Damage insurance issued in the name of the Owner and the Engineer as will protect both against any and all claims that might arise as a result of the operations of the Contractor or his subcontractors in fulfilling this contract. The minimum amount of such insurance shall be the same as required for Bodily Injury Liability and Property Damage Liability insurance. This policy shall be filed with the Owner and a copy filed with the Engineer. GP-6.6 EXCLUSIONS ' The above requirements GP-6.2,6.3, 6.5 for property damage liability shall contain no exclusion relative to: (1) Blasting or explosion. (Consult Technical Specifications Part I for possible deletion of this ® ' requirement on subject project.) (2) Injury or destruction of property below the surface of the ground, such as wires, conduits, pipes, ' mains, sewers, etc., caused by the Contractor's operations. (3) The collapse of, or structural injury to, any building or structure on or adjacent to the City's premises, ' or injury to or destruction of property resulting therefrom, caused by the removal of other buildings, structures, or supports, or by excavations below the surface of the ground. GP-6.7 AUTOMOBILE BODILY INJURY _LIABILITY & AUTOMOBILE PROPERTY DAMAGE LIABILITY INSURANCE Contractor shall carry in his name, additional Fissured clauses protecting City, Liability Insurance with ' Bodily Injury or Death Limits of not less than $300,000 per person and $2,000,000 per occurrence, and property damage limits of not less than $300,000 with hired czar and non-owned vehicle coverage or separate policy carrying similar limits. ' The above is to cover the use of automobiles and trucks on and off the site of the project. GP-6.8 EMPLOYER'S LIABILITY AND WORKMEN'S COMPENSATION , Employer's and Workmen's Compensation Insurance as will protect him against any and all claims resulting from injuries to and death of workmen engaged iri work under this contract, and in addition the ' Contractor shall carry occupational disease coverage with slatulory limits, and Employer's Liability with a limit of $300,000 per person. The "All State" endorsement shall be included. In case any class of employees is not prolected under the Workmen's Compensation Statute, the , Contractor shall provide and cause such contractor to provido adequate employer's liability coverage as will protect him against any claims resulting from injuries to and death of workmen engaged in work under ® this contract. GP-6.9 INSTALLATION FLOATER INSURANCE This insurance shall insure and protect the Contractor and the City from all insurable risks of physical loss ' or damage to materials and equipment, not otherwise covered under Builder's Risk Insurance, when in warehouses or storage areas, during installation, during testing and until the work is accepted. It shall be of the"All Risks"type,with coverage designed for the circumstances which may occur in the particular work included in this contract. The coverage shall be for an amount not less than the value of the work ' at completion,less the value of the material and equipment insured under Builder's Risk Insurance. The value shall include the aggregate value of the City-furnished equipment and materials to be erected or installed by the Contractor not otherwise insured under Builder's Risk Insurance, ' Installation Floater Insurance shall also provide for losses, if any, to be adjusted with and made payable to the Contractor and the City as their interests may appear. If the aggregate value of the City-furnished and Contractor-furnished equipment is less than$10,000 such equipment may be covered under Builder's Risk Insurance, and if so covered, this Installation Floater Insurance may be omitted. GP-6.10 CONTRACTOR'S RESPONSIBILITY FOR OTHER LOSSES For the considerations in this agreement heretofore stated, in addition to Contractor's other obligations, t the Contractor assumes full responsibility for all loss or damage from any cause whatsoever to any tools owned by the mechanics, any tool machinery, equipment, or motor vehicles owned or rented by the Contractor's, his agents, sub-contractors, material men or his or their employees; to sheds or other ' temporary structures, scaffolding and staging, protective fences, bridges and sidewalk hooks. The Contractor shall also assume responsibility for all loss or damage caused by, arising out of or incident to larceny, theft, or any cause whatsoever(except as hereinbefore provided) to the structure on which the work of this contract and any modifications, alterations, enlargements thereto, is to be done, and to ' materials and labor connected or to be used as a part of the permanent materials,and supplies necessary to the work. ' GP-6.11 CONTRACTOR'S RESPONSIBILITY ON DAMAGES&CLAIMS INDEMNIFYING CITY The Contractor shall indemnify and save harmless the City and Engineer and their officers and agents, of and from all losses, damages, costs, expenses,judgments, or decrees whatever arising out of action or suit that may be brought against the City or Engineer or any officer or agent of either of them,for or on account of the failure,omission,or neglect of the Contractor to do and perform any of the covenants,acts, matters,or things by this contract undertaken to be done or performed,or for the injury,death or damage ' caused by the negligence or alleged negligence of the Contractor or his subcontractors or his or their agents, or in connection with any claim or claims based on the lawful demands of subcontractors, workmen,material men,or suppliers of machinery and parts thereof,equipment,power tools and supplies ' incurred in the fulfillment of this contract. GP-6.12 NOTIFICATION IN EVENT OF LIABILITY OR DAMAGE Upon the occurrence of any event, the liability for which is herein assumed, the Contractor agrees to forthwith notify the City, in writing such happening, which notice shall forthwith give the details as to the happening, the cause as far as can be ascertained, the estimate of loss or damage done, the names of witnesses, if any, and stating the amount of any claim. • GP-7 ASSIGNMENT OF CONTRACT The Contractor shall not assign or transfer this contract nor sublet it as a whole, without the written consent of the City and of the Surety on the Contractor's bond. Such consent of Surety, together with copy of assignment, shall be filed with the City. No assignment, transfer or subletting, even though consented to, shall relieve the Contractor of his liabilities under this contract. Should any assignee fail to perform the work undertaken by him in a satisfactory manner, the City may at his option annul and terminate Assignee's contract. GP-8 SUBCONTRACTS, PRINCIPAL MATERIALS & EQUIPMENT Prior to the award of the contract, the Contractor shall submit for approval of the City a list of , subcontractors and the sources of the principal items of materials and equipment which he proposes to use in the construction of the project. , The Contractor agrees that he is as fully responsible to the City for the acts and omissions of his subcontractors and of person either directly or indirectly employed by them as he is for the acts and omissions or persons directly employed by him. Any notices to the Contractor shall be considered as ' notice to any affected subcontractors. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the City. No officer, agent or employee of the City, including the Engineer, shall have any power or authority whatsoever to bind the City or incur any obligation in its behalf to any subcontractor, material supplier or t other person in any manner whatsoever. GP-9 OTHER CONTRACTS The City reserves the right to let other contracts in connection with this work. The Contractor shall afford ' other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work, and shall properly connect and coordinate his work with theirs. ® ' If any part of the Contractor's work depends for proper execution or results on the work of any other contractor,the Contractor shall inspect and promptly report to the Engineer any defect in such work that renders it unsuitable for such proper execution and results. ' His failure so to inspect and report all constitute an acceptance of the other contractor's work as fit and proper for the reception of his work,except as to defects which may develop in the other contractor's work after the execution of his work. Wherever work being done by the City's forces or by other contractors is contiguous to work covered by this Contract,the respective rights of the various interests involved shall be established by the Engineer, in order to secure the completion of the various portions of the work in general harmony. GP-10 LEGAL RESTRICTIONS, PERMITS AND REGULATIONS ' The Contractor shall procure at his own expense all necessary licenses and permits of a temporary nature and shall give due and adequate notice to those in control of all properties which may be affected by his operations. Rights-of-way and easements for permanent structures or permanent changes in existing ' facilities shall be provided by the City unless otherwise specified. The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn or specified. GP-11 ROYALTIES AND PATENTS It is agreed that all royalties for patents or patent claims, infringement whether such patents are for ' processes or devices, that might be involved in the construction or use of the work, shall be included in the contract amount and the Contractor shall satisfy all demands that may be made at any time for such • and shall be liable for any damages or claims for patent infringements,and the Contractor shall at his own expense, defend any and all suits or proceedings that may be instituted at any time against the City for infringement or alleged infringement of any patent or patents involved in the work,and in case of an award of damages,the said Contractor shall pay such award; final payment to the Contractor by the City will not be made while any such suits or claims remain unsettled. GP-12 SCOPE AND INTENT OF SPECIFICATIONS AND PLANS ' GP-12.1 GENERAL These Specifications and Project Plans are intended to suppfernent, but not necessarily duplicate each other, and together constitute one complete set of Specifications and Plans so that any work exhibited in the one and not in the other, shall be executed just as if it has been set forth in both, in order that the work shall be completed according to the complete design of the Engineer. Should anything be omitted from the Specifications and Plans which is necessary to a clear understanding of the work,or should it appear various instructions are in conflict,then the Contractor shall secure written ' instructions from the Engineer before proceeding with the construction affected by such omissions or discrepancies. It is understood and agreed that the work shall be performed and completed according to the true spirit, meaning and intent of the contract, specifications and plans. GP-12.2 FIGURED DIMENSIONS TO GOVERN Dimensions and elevations shown on the plans shall be accurately followed even though they differ from scaled measurements. No work shown on the plans,the dimensions of which are not indicated shall be executed until the required dimensions have been obtained from the Engineer. GP-12.3 CONTRACTOR TO CHECK PLANS AND SCHEDULES The Contractor shall check all dimensions, elevations and quantities shown on the plans, and schedules given to him by the Engineer,and shall notify the Engineer of any discrepancy between the plans and the ' conditions on the ground, or any error or omission in plans, or in the layout as given by stakes, points, or instructions,which he may discover in the course of the work. The Contractor will not be allowed to take advantage of any error or omission in the plans or contract documents,as full instructions will be furnished by the Engineer should such error or omission be discovered, and the Contractor shall carry out such instructions as if originally specified. The apparent silence of the Plans and Specifications as to any detail or the apparent omission from them of a detailed description concerning any point, shall be regarded as meaning that only the best general practices, as accepted by the particular trades or industries involved, shall be used. GP-12.4 STANDARD SPECIFICATIONS rReference to standard specifications of any technical society, organization or association, or to codes of local or state authorities, shall mean the latest standard, code, specification, or tentative specification adopted and published at the date of taking bids, unless specifically stated otherwise. ' GP-13 CONSTRUCTION REPRESENTATIVE AT PROJECT The City may appoint or employ such "Construction Representative" as the City may deem proper, to observe the work performed under this Contract, to the end that said work is performed, in substantial accordance with the plans and specifications therefor. The Project Representative assumes no direction of employees of the Contractor or Subcontractors and no supervision of the construction activities or responsibility for their safety. The sold duty of the Project Representative during the construction is to the City to endeavor to protect against defects and deficiencies in the work. The Contractor shall regard and obey the directions and instructions of the Construction Representative so appointed, when the same are consistent with the obligations of this contract and the specifications therefor, provided, however, that should the Contractor object to any order given by the Construction Representative, the Contractor may make written appeal to the Engineer for his decision. The Construction Representatives and other properly mithontod roprosontalivos of the City shall be free I� at all times to perform their duties, an intimidation o► attomptod intimidation of any one of them by the Contractor or by any of his employons shall be luaffiriont reason, It tho Carly so docidos, to annul the contract. Such construction representation shall not roliovo tho Gontraclo►from any obligittion to perform,aid work strictly in accordance with tho plans and spoclficaltonm or any rnocliflcaUomn thoroof as horoin provided, and work not so constructed shall bo romovocd iind inirdo firuu.f by Iho C:onlrrictoi at his own expense,and free of all expense to the City, whonovoi sm ordniod tty tho fwnfllnrmr, without roforonco tea any previous oversight in observation of work. Any cloloc:tivo inatorlal cu workinitn;hip nary bo rojoclocd by the Engineer at any time before the final accoptanco of Iho work, ovon thotigh ihr, tutnu, miry havo Doan previously overlooked and estimated for payment. The Construction Roprosentntivo shall have no ►ulthority to pormit arty dovlahon fro►n the plans and specifications except on written ordor from tho f.nfllrmool, and Iho G nimctot will ho linhdo for any doviation except on such written order. All condemned work shall he promptly tokon out rind ioptocod by !;nte;faclory work, and rill condemned materials shall be promptly removed frorn tho vicinity of tho work �;hould tho Conlinclor fail or roh,so to complywith instructions In this respocl tyro City rnrry, upon cortafication by tho 1,nginoor,withhold payrnont or proceed to terminate contracts sac; horein prov(cdrrd. Reexamination of questioned work may he orcfororl by the+ I`:n(linooi, and It so oidorocd Iho work must bo uncovered by the Contractor. If such work bo demo in acrorda ncio with tho C:ontracl Docuroont" , the Gily shall paythe cost of reexamination and ropincomont. II !;uch wotk Ito found not in ac:corclanco with tho , Contract Documents,the Contractor shrill daily such cost.unlow;ho!;I tall!;how that cdofocl lit tho work was caused by another contractor of the City mid in that ovonl tho ('Aly !;hall duty mich co,,& The Contractor shall furnish samples of lesting l)(lrf►oso!, of aoy(nrltru(al rrtclurrocd by Iho [. ►afl►nua►, rind ® 1 shall furnish any information required concorning Ow nalime w !;omco 111 any nmolomil which ho propo sos, to use. GP-14 LINES AND GRADES The Department of Community Dovelopment will net conl;rructioo l;Ialurl,r:l;Iahltl,hulcl lillw., scopos, and continuous profile grade in roach work, ano contol lain ;tact honch moikr, dot cudvr,rl walk, and appurtenances as may be deernad nocesl;ary, and will furnl,h thr C;o11t(acaor, Willi all noros till ry information relating to lines, slopos, ancd dtiowi, to lily 11111 tho wnrk cmiticily I hr! C;cmtracto► shall maintain these lines, grades, and bonah rnaikt, mid tow thong 111 lay cult Ih11 wurk het e; to portorot undol this contract. The Contractor shall notify the Dopr:arlmoril of ConunonUy I:mnvolr,l,nto11t roll lrr,! than 4B hour!. hotortr ' stakes are required. No claims shall bo in ado hocout;n of cl(11oy!.if 1111+cnitritctc t.hall to fdlvn itic;h notico. The Contractor shall carefully preserve stokor fund honc h miuk!; If !,1101!;titkw,,unl hooch(nark hocottlo damaged,lost,displaced,or removetcf by the C otilrrac;tor, thtly hi ll 1111 rol,ol ill h1l,ctxlunu:l, iin d doduclod ' from the payment for the work. Any work done without being properly located find ol;tahltl; itid by hiow lit it ,,olt!wl t,htko!,, hmwll marks, or other basic reference points chocked by lh(l Got stt ucliott Hopi wr witiillvo 1n,1y ht 1 wt lol t id Imnow id and replaced at the Contractor's expense, GP-15 CONTRACTOR'S RESPONSIBILITY,...FOR MA*I'ERIAI..S The Contractor shall be responsible for the Condition of all rni►lonrtl;, dut11rl;hod by 111111, 111)(1 ho :;hall ' replace at his own cost and expense any and all such r11i11orrill found Io 1w dofor;lwo um dot ign or • manufacture,or which has been damaged after doltvo(y. 1111!;inr,lildw;1110 lurntl;htltcl 1)l all htatohaft,lumcf labor required for replacement of any installed rnalonals which r!, Bound 111 bo doliwilvil al crny Irmo 11117t to the expiration of one year from the date of Iinal payment. The manufacturer of pipe for use on this project shall certify in writing to the City that all materials furnished for use in this project do conform to these specifications. Whenever standard tests are conducted, he shall forward a copy of the test results to the City. GP-16 WATER All water required for and in connection with the work to be performed shall be provided by the Contractor at his sole cost and expense. GP-17 POWER All power for lighting, operation of the Contractor's plant or equipment or for any other use by the Contractor, shall be provided by the Contractor at his sole cost and expense. GP-18 SUPERINTENDENCE AND WORKMANSHIP The Contractor shall keep on his work, during its progress, a competent superintendent and any necessary assistants. The superintendent shall represent the Contractor in his absence and all directions given to him shall be as binding as if given to the Contractor. The Contractor shall provide proper tools and equipment and the services of all workmen, mechanics, tradesmen,and other employees necessary in the construction and execution of the work contemplated and outlined herein. The employees of the Contractor shall be competent and willing to perform satisfactorily the work required of teem. Any employee who is disorderly, intemperate or incompetent or who neglects or refuses to perform his work in a satisfactorily manner, shall be promptly discharged. It is called particularly to the Contractor's attention that only first class workmanship will be acceptable. ' GP-19 MAINTENANCE OF TRAFFIC ® Whenever any street is closed,the Police Department, Fire Department, and Ambulance Services shall ' be notified prior to the closing. When a portion of the project is closed to through traffic, the Contractor shall provide proper barricades and shall mark a detour route around the section of the project if applicable. The route of all detours shall be approved by the Director of Community Development. All detour signing shall conform to the latest edition of the "Manual on Uniform Traffic Control Devices". Throughout the project, wherever homes are served directly from a street or portion of a street which is to be reconstructed under this project, the Contractor shall make every effort to provide access to each home every night. This work shall be subsidiary to the construction and no direct payment will be made for it. GP-20 BARRICADES AND LIGHTS e All streets, roads,highways, and other public thoroughfares which are closed to traffic shall be protected by means of effective barricades on which shall be placed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway or street on each side of the blocked section. A All open trenches and other excavations shall be provided with suitable barriers, signs, and lights to the extent that adequate protection is provided to the public. Obstructions, such as material piles and equipment, shall be provided with similar warning signs and lights. All barricades and obstructions shall be illuminated by means of warning lights at night. All lights used for this purpose shall be kept burning from sunset to sunrise. Materials stored upon or alongside public streets and highways shall be so placed, and the work at all times shall be so conducted,as to cause the ' minimum obstruction and inconvenience to the traveling public. All barricades, signs, lights and other protective devices shall be installed and maintained in conformity with applicable statutory requirements, and in conformance with the Manual of Uniform Traffic Control ' Devices. All necessary barricades, signs, lights and other protective devices will be furnished, installed and maintained by the Contractor. This work shall be subsidiary to the construction and no direct payment • will be made for it. GP-21 EXISTING UNDERGROUND INSTALLATIONS AND STRUCTURES Pipe lines and other existing underground installations and structures in the vicinity of the work to be done hereunder are indicated on the plans according to the best information available to the City. The City does not guarantee the accuracy of such information. The Contractor shall make every effort to locate ' all underground pipe lines, conduits and structures by contacting owners of underground utilities and by prospecting in advance of the excavation. Any delays to the Contractor caused by pipe lines or other underground structures or obstructions not ' shown by the plans, or found in locations different than those indicated, shall not constitute a claim for extra work, additional payment or damages. No payment will be made to the Contractor for locating and protecting utilities and cooperating with their owners,and any damages caused to the utilities by the Contractor's negligence shall be repaired entirely at the Contractor's expense. Utilities, other than sanitary sewers and water mains, which, in the opinion of the Engineer, must be moved will be moved by the utility company at no cost to the Contractor. Sanitary sewers which must be moved shall be re-laid by the Contractor and paid for at the prices bid. Only sewers which must be moved because of direct conflict with the storm sewer conduit will be paid for in this manner. Sewers damaged by excavation but not in direct conflict with the storm sewer will be repaired at the Contractor's expense. GP-22 PROTECTION OF WORK AND PROPERTY ' The Contractor shall be accountable for any damages resulting from his operations. He shall be fully responsible for the protection of all persons including members of the public, employees of the City and employees of other contractors or subcontractors and all public and private property including structures, , sewers and utilities above and below ground, along, beneath, above, across or near the site or sites of the work, or other persons or property which are in any manner affected by the prosecution of the work. The Contractor shall furnish and maintain all necessary safety equipment such as barriers,signs,warning lights and guards as required to provide adequate protection or persons and property. The Contractor shall give reasonable notice to the owner or owners of public or private property and utilities when such property is liable to injury or damage through the performance of the work, and shall make all necessary arrangements with such owner or owners relative to the removal and replacement or protection of such property or utilities. In an emergency affecting the safety of life or of the work or of adjoining property,the Contractor, without special instruction or authorization, is hereby permitted to act at his discretion to prevent such threatened loss or injury,and he shall so act. Any compensation,claimed by the Contractor on account of emergency , work, shall be determined by agreement or arbitration. The Contractor agrees to hold the City harmless from any and all loss or damages arising out of jurisdictional labor disputes or other labor troubles of any kind that may occur during the construction or performance of this contract. GP-23 GUARANTEE OF MATERIALS AND WORKMANSHIP , The Contractor hereby guarantees the work in connection with this contract against faulty materials or poor workmanship during the period of one (1) year after the date of completion of the contract. GP-24 NO WAIVER OF RIGHTS Neither observation of work by the City or any of their officials, employees, or agents, nor any order by ' the City for payment of money, or any payment for, or acceptance of, the whole or any part of the work by the City, nor any extension of time, nor any possession taken by the City or its employees, shall • operate as a waiver of any provision of this contract, or of any power herein reserved to the City, or any right to damages herein provided, nor shall any waiver of any breach in this contract be held to be a waiver of any other or subsequent breach. GP-25 USE OF COMPLETED PORTIONS If desired bythe City,portions of the work may be placed in service when completed or partially completed and the Contractor shall give proper access to the work for this purpose; but such use and operation shall not constitute an acceptance of the work, and the Contractor shall be liable for defects due to faulty construction until the entire work under this Contract is finally accepted and for the guarantee period thereafter. GP-26 ADDITIONAL, OMITTED, OR CHANGED WORK The Owner,without invalidating the Contract,may order additional work to be done in connection with the Contractor may alter or deduct from the work,the Contract sum to be adjusted accordingly. All such work shall be executed to the same standards of workmanship and performance as though therein included. The Engineer shall have authority to make minor changes in the work, not involving cost, and not inconsistent with the purposes of the work. 1 Except for adjustments of estimated quantities for unit price work or materials to conform to actual pay quantities therefor as may be provided for in the Special Conditions, all changes and alterations in the ' terms or scope of the Contract shall be made under the authority of duly executed change orders issued and signed by the Owner and accepted and signed by the Contractor. All work increasing the cost shall be done as authorized by the Owner and ordered in writing by the Engineer, which order shall state the location,character,amount,and method of compensation. No additional or changed work shall be made unless in pursuance of such written order by the Engineer, and no claim for an addition to the Contract sum shall be valid unless so ordered. If the modification or alteration increases the amount of work to be done,and the added work or any part thereof is of a type and character which can be properly and fairly classified under one or more unit price items of the Proposal, then such added work or part thereof shall be paid for according to the amount actually done and at the applicable unit price or prices therefor. Otherwise, such work shall be paid for as "Extra Work" as hereinafter provided in this Article GP-26. If the modification or alteration decreases the amount of work to be done, such decrease shall not ' constitute the basis for a claim for damages or anticipated profits on work affected by such decrease. Where the value of omitted work is not covered by applicable unit prices, the Engineer shall determine on an equitable basis the amount of: 1. Credit due the Owner for Contract work not done as a result of an authorized change. 2. Allowance to the Contractor for any actual loss incurred in connection with the purchase,delivery and subsequent disposal of materials or equipment required for use on the work planned and which could not be used in any part of the work as actually built. 3. Any other adjustment of the Contract amount where the method to be used in making such ' adjustments is not clearly defined in the contract documents. Statements for extra work shall be rendered by the Contractor not later than fifteen (15) days after the completion of each assignment of extra work and if found correct will be approved by the Engineer and submitted for payment with the next regular monthly estimate. The Owner reserves the right to contract with any person or firm other than the Contractor for any or all ' extra work. The Contractor's attention is especially called to the fact that he shall be entitled to no claim for damages or anticipated profits on any portion of the work that may be omitted. eExtra Work: ' (a) The term "Extra Work" shall be understood to mean and include all work that may be required to accomplish any change or alteration in or addition to the work shown by the Plans or reasonably implied by the Specifications and not covered by the Contract proposal items and which is riot otherwise provided under this Article GP-26. (b) The Contractor shall perform all extra work under the direction of the Engineer when authorized by the Owner. The compensation to be paid the Contractor for performing extra work shall he determined by one or more of the following methods: 1. Method A: By agreed unit price 2. Method B: By agreed lump sum Method C: If neither Method A or B can be agreed upon before the work is started,then the work shall be by force account as per Section 109, Measurement and Payment, of the Missouri Standard Specification for Highway Construction,as published bythe Missouri State Highwayand Transportation Commission. GP-27 SUSPENSION OF WORK The Owner may at any time suspend the work, or any part thereof by giving ten (10) days notice to the Contractor in writing. The work shall be resumed by the Contractor within ten (10) days after the date fixed in the written notice from the Owner to the Contractor to do so. But if the work, or any part thereof, shall be stopped by the notice in writing aforesaid, and if the Owner does not give notice in writing to the Contractor to resume within a reasonable period of time, then the Contractor may abandon that portion of the work so suspended and he will be entitled to the estimates , and payments for all work done on the portions abandoned, if any. GP-28 OWNER'S RIGHT TO DO WORK If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this contract, the Owner, after ten (10) days written notice to the Contractor, may, without prejudice to any other remedy he may have, make good such deficiencies and may deduct the cost thereof from the ' payment then or thereafter due the Contractor. GP-29 OWNER'S RIGHT TO TERMINATE CONTRACT ' If the Contractor should be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, ' to supply enough properly skilled workmen or proper materials, or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the Contract, then the Owner may, without prejudice to any other right or remedy and after giving the Contractor five (5)days written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools, and appliances thereon and finish the work by whatever method he may deem expedient. ' In such case, no further payment will be made the Contractor until the work is finished, If the unpaid balance of the contract price shall exceed the expense of finishing the work, including compensation for additional managerial and administrative services,such expenses shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner. GP-30 CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT ' If the work should be stopped under an order of any court, or other public authority, for a period of three months,through no act or fault of the Contractor or of anyone employed by him,then the Contractor may, upon five(5)days written notice to the Owner and the Engineer, stop work or terminate his contract and ' recover from the Owner payment for all work executed and any loss sustained upon any plant or materials and reasonable profit and damages. t GP-31 LOSSES FROM NATURAL CAUSES ® All loss or damage arising out of the nature of the work to be done, of from the action of the elements,or from floods or overflows, or from ground water, or from any unusual obstruction of difficulty, or any other natural or existing circumstances either known or unforeseen, which may be encountered in the prosecution of the said work,shall be sustained and borne by the Contractor at his own cost and expense. GP-32 SUNDAY HOLIDAY AND NIGHT WORK No work shall be done between the hours of 6:00 p.m. and 7:00 a.m., nor on Sundays or legal holidays, without the written approval of the City. However, work necessary in case of emergencies or for the protection of equipment or finished work may be done without the City's approval. Night work may be established by the Contractor as a regular procedure with the written permission of the City; such permission however, may be revoked at any time by the City If the Contractor fails to maintain adequate equipment and supervision for the proper prosecution and control of the work at night. GP-33 UNFAVORABLE CONSTRUCTION CONDITIONS During unfavorable weather, wet ground, or other suitable construction conditions, the Contractor shall confine his operations to work which will not be affected adversely thereby. No portion of the work shall be constructed under conditions which would affect adversely the quality or efficiency thereof, unless special means or precautions are taken by the Contractor to perform the work in a proper and satisfactory manner, GP-34 MATERIALS AND EQUIPMENT ® Unless specifically provided otherwise in each case, all materials and equipment furnished for permanent installation in the work shall be new, unused,and undamaged when installed or otherwise incorporation in the work. No such material or equipment shall be used by the Contractor for any purpose other than that intended or specified, unless such use is specifically authorized by the Engineer in each case. eGP-35 DEFENSE OF SUITS ' In case any action at law or suit in equity is brought against the City or any officer or agent of them for or on account of the failure, omission, or neglect of the Contractor to do and perform any of the covenants, acts, matters, or things by this contract undertaken to be done or performed, or for the injury or damage caused by the negligence or alleged negligence of the Contractor or his subcontractors or his or their ' agents, or in connection with any claim or claims based on the lawful demands of subcontractors, workmen, material men, or suppliers of machinery and parts thereof, equipment, power tools, and supplies incurred in the fulfillment of this contract,the Contractor shall indemnify and save harmless the ' City and their officers and agents, of and from all losses, damages, costs, expenses, judgments, or decrees whatever arising out of such action or suit that may be brought as aforesaid. GP-36 CHANGE ORDER ' Any changes or additions to the scope of work shall be through a written order from the Engineer to the Contractor directing such changes in the work as made necessary or desirable by unforeseen conditions or events discovered or occurring during the progress of the work. GP-37 CONTRACT TIME The time for the completion of the work is specified and it is an essential part of the contract. The Contractor will not be entitled to any extension of contract time because of unsuitable weather condition unless suspension of the work for such conditions was authorized in writing by the Engineer. ' If the time for the completion of the work is based upon working days, this time will be specified in the contract. A working day is defined as any day when, in the judgment of the Engineer, soil and weather r conditions are such as would permit any then major operation of the project for six (6) hours or over unless other unavoidable conditions prevent the Contractor's operation. If conditions are such as to stop work in less than six (6) hours, the day will not be counted as a working day. No working days will be counted from December 15 to March 15, both dates inclusive. Saturdays, Sundays, and City holidays will not be counted as working days any time during the year. GP-38 CONTRACT TIME EXTENSION The Engineer may make allowance for time lost due to causes which he deems justification for extension ' of contract time. If the Contractor claims an extension of contract time on the grounds that he is unable to work due to causes beyond his control, he shall state his reasons in writing, furnish proof to establish his claim and state the approximate number of days he estimates he will be delayed. Notice of intention to claim an extension of contract time on the above grounds shall be filed with the Engineer at the time ' the cause or causes occur and the claim shall be filed in writing within 30 days after the claimed cause for the delay has ceased to exist. GP-39 LIQUIDATED DAMAGES r Time is an essential element of the contract and it is therefore important that the work be pressed vigorously to completion. Should the Contractor or in case of default the surety fail to complete the work r within the time specified in the contract, or within such extra time as may be allowed in the manner set out in the preceding sections, a deduction of an amount as set out in the contract will be made for each day and every calendar day that such contract remains uncompleted after the time allowed for the completion. The said amount set out in the proposal is hereby agreed upon, not as a penalty but as ' liquidated damages for loss to the City and the public, after the expiration of the time stipulated in the contract,and will be deducted from any money due the Contractor under the contract,and the Contractor and his surety shall be liable for any and all liquidated damages. Permitting the Contractor to continue ® ' and finish the work or any part of it after the expiration of the specified time, or after any extension of the time, shall in no way operate as a waiver on the part of the City or any of its rights under the contract. GP-40 MEASUREMENT AND PAYMENT (a) BASIS FOR PAYMENT Contractor will be paid for quantities actually constructed or performed as determined by field measurement (except as may be hereinafter provided) at the unit price bid for the items listed in the schedule of the Bid or for such extra work as may be authorized and approved by the Engineer. The cost of incidental work not listed in the schedule of the Bid but necessary for the completion of the project shall ' be included in bid items. (b) DEDUCTIONS FOR UNCORRECTED WORK ' If the Engineer deems it expedient not to correct work that has been damaged or that was not done in accordance with the Contract, an equitable deduction from the Contract price shall be made therefore. (c) LUMP SUM ITEMS Payment for each lump sum item shall be at the lump sum bid for the item, complete in place, and shall include the costs of all labor, materials, tools, and equipment to construct the item as described herein and to the limits shown on the plans. (d) PARTIAL PAYMENT Partial payment will be made on a monthly basis. The payment shall be based on the work that has been • found generally acceptable under the contract by the Engineer or inspector. A retainer equal to 10% of the amount of work completed to date shall be withheld. ' 1 (e) ACCEPTANCE AND FINAL PAYMENT ® Upon receipt of written notice that the work is ready for final inspection and acceptance,the Engineer will promptly make such inspection, and when he finds the work acceptable under the Contract and the Contract fully performed he will promptly issue a final certificate, over his own signature, stating that the work required by this contract has been completed and is acceptable by him under the terms and conditions thereof, and the entire balance found to be due the Contractor, including the retained percentage, shall be paid to the Contractor by the City of Jefferson within thirty (30) days after the date of said final certificate. (f) AFFIDAVIT OF COMPLIANCE Monies due to the Contractor will riot be delivered to the Contractor without presentation to the Department of Community Development an Affidavit of Compliance with Prevailing Wage Law on prescribed form attached to the back of these contract documents. GP-41 RELEASE OF LIABILITY The acceptance by the Contractor of the last payment shall operate as and shall be a release to the Owner and every officer and agent thereof,from all claims and liability to the Contractor for anything done or furnished for, or relating to the work, or for any act or neglect of the Owner or of any person relating to or affecting the work. GP-42 CERTIFICATIONS rGP-42.1 All suppliers of materials such as drainage pipe or handrail and all suppliers of asphaltic concrete or portiand cement concrete mixtures shall certify in writing that the product as ' supplied conforms fully with these specifications. Such certification shall be delivered in triplicate to the Department of Community Development at least 24 hours before the product is to be used on the project. GP-42.2 The City, at its option, may perform or have performed such tests as may be deemed necessary to further assure that only specified materials are incorporated into the work. GP-43 LOCAL PREFERENCE In making purchases or in letting contracts far the performance of anyjob or service,the purchasing agent shall give preference to all firms,corporations or individuals which maintain offices or places of business within the corporate limits of the City of Jefferson, when the quality of the commodity or performance promised is equal or better and the price quoted is the same or less. GP-44 PREFERENCE FOR U.S. MANUFACTURED GOODS On purchases in excess of$5,000, the City shall select products manufactured,assembled or produced in the United States, if quantity,quality,and price are equal. Every contract for public works construction or maintenance in excess of$5,000 shall contain a provision requesting the contractor to use American products in the performance of the contract. GP-45 AWARD OF CONTRACT- REJECTION OF BIDS All bidders are required to submit with bid Minority Business Enterprise Eligibility Forms for all subcontractors and suppliers who the contractor intends to use on the project. Compliance with this requirement and.the Minority Business Enterprise Program shall be a consideration for award of this • contract. The contract will be awarded to the lowest and best responsible bidder on the base bid proposal, complying with the conditions of the Advertisement for bids and Specifications, providing the bid is reasonable and it is in the interest of the City of Jefferson, Missouri to accept same. The bidder to whom an award is made will be notified at the earliest possible date. The City of Jefferson, however, reserves the right to reject any and all bids and to waive all informalities in bids received whenever such rejection , or waiver is in their interest. GP-46 AFFIDAVIT OF COMPLIANCE WITH PUBLIC WORKS' CONTRACTS LAW Upon completion of project and prior to final payment,each contractor and subcontractor hereunder shall ' file with the City of Jefferson, Missouri, Department of Community Development, an affidavit stating that the contractor or subcontractor has fully complied with the provisions and requirements of Section 290.290, RSMo(1994 as amended),an act relating to public,works contracts. The City of Jefferson shall not issue a final payment until such affidavit is filed. GP-47 MISSOURI LABORER REQUIREMENT Whenever there is a period of excessive unemployment in Missouri, which is defined as any month immediately following two consecutive calendar months during which the level of unemployment in the ' State has exceeded five percent (5 0/6)as measured by the U.S. Bureau of Labor Statistics in its monthly publication of employment and unemployment figures, only Missouri laborers or laborers from non- restrictive states may be hired by the contractor or subcontractors to work on this Public Works'contract. An exception shall exist when Missouri laborers or laborers from non-restrictive states are not available , or are incapable or performing the particular type of work involved, if so certified by the contractor or subcontractor hereunder and approved by the Director of Community Development of the City of Jefferson, Missouri. Nor does this provision apply to regularly employed non-resident executive, supervisory or technical personnel or projects where federal aid funds are being utilized in the act and this , provision would conflict with any federal statute, rule or regulation. Laborers from non-restrictive states means persons who are residents of a state which has not enacted state laws restricting Missouri laborers from working on public works projects in that state,as determined by the Missouri Labor and Industrial Relations Commission. A Missouri laborer means any person who has resided in Missouri for at least thirty(30) days and intends to become or remain a Missouri resident. GP-48 LIABILITY FOR COMPLIANCE WITH PUBLIC WORKS CONTRACTS LAW AND MISSOURI LABORER REQUIREMENT In the event a contractor or subcontractor hereunder files with the City of Jefferson an affidavit stating that ' the contractor or subcontractor has fully complied with the provisions and requirements of Section 290.290, RSMo (1994 as amended), when in fact the contractor or subcontractor has not complied, to the extent that any liability is assessed against the City of Jefferson, Missouri,or any additional expenses are incurred by the City of Jefferson, Missouri, any contractor making the false statement, or whose subcontractor makes a false statement, shall hold harmless and indemnify the City for any liability assessed against it or any additional expenses incurred. , Any contractor who fails to comply with the requirements of hiring only Missouri laborers or laborers from non-restrictive states,absent statutory exceptions,whenever there is a period of excessive unemployment in Missouri, agrees to hold harmless and indemnifythe City of Jefferson,Missouri,for any liabilitythat may ' be assessed against it or any additional expenses incurred by the City of Jefferson, Missouri, because of the contractor or subcontractor's failure to comply. END OF GENERAL PROVISIONS ' SPECIAL PROVISIONS FORWARD: The provisions of this section take precedence over any other provisions in these specifications. SP-1 PARTIAL ACCEPTANCE OF BID The City reserves the right to accept any part or all of the bid for the project. SP-2 PRE-CONSTRUCTION CONFERENCE Prior to starting work, a pre-construction conference will be held to discuss the project, its scheduling and its coordination with the work of others. It is expected that this conference will be attended by representatives of the Owner, the Engineer, the Contractor and his Subcontractors, and the Utilities, as well as representatives of any other affected agencies which the Owner may wish to invite. ' S SP-3 PREVAILING WAGE LAW Bidders are hereby advised that compliance with the Prevailing Wage Law, Section 290.210 through 290.340 inclusive of the Revised Statutes of Missouri, is a requirement of this contract. (Reference Section IB-20) Section 290.265 requires that a clearly legible statement of all prevailing hourly wage rates should be kept posted in a prominent and easily accessible place at the site by each contractor and subcontractor Engaged in public works projects, and that such notice shall remain posted during the full time. SP-4 PROOF OF INSURANCE All certificates of insurance provided for this project shall be insured directly from the company affording coverage. Certification from a local agent in not acceptable without the necessary paperwork empowering and authorizing the agent to sign the surety's name. ' In addition, when an aggregate amount is included, a statement of the amount of that aggregate available to date shall also be attached. SP-5 TECHNICAL SPECIFICATIONS AND DETAILS The Technical Specifications for this project shall consist of the 1999 version of the Missouri Standard Specifications for Highway Construction except as modified or contradicted by the City's Contract, City of Jefferson Technical Specifications included within this document, General Provisions included within this document, Special Provisions included within this document, Detail Plans, and any special or specific Specifications as included in the contract documents, All construction details included with the plans and attached hereto shall lie used in constructing this protect. SP-6 PERMITS Land Disturbance-The work in this project will be covered under the General Operating Permit issued to the City of Jefferson by the Missouri State Department of Natural Resources, Water Pollution Control Program, Permit No. MO-13100031. The contractor will receive a copy of this permit at the pre-construction conference and is bound by Its provisions. SP-7 TRAFFIC CONTROL DURING CONSTRUCTION All work within the right-of-way shall be in accordance with the Manual on Uniform Traffic Control Devices. Signs, cones, and barricades shall be placed both to protect workers and equipment and to protect the public by marking open trenches and other potential dangers. SP-8 ACCESS TO ADJACENT PROPERTIES Prior to the removal of the driveways to any dwellings or buildings, the Contractor shall notify the r inhabitants of such structures that the use of the driveways or access will be temporarily affected. Notice shall be of sufficient length to allow the persons affected to remove vehicles and other items that may be inaccessible during construction activities. Pedestrian access shall be maintained at all times. Suitable access shall be provided across trenches, ditches or other barriers and obstacles for pedestrian traffic. Appropriate devices shall • , be used to warn the public of the dangers that may be present. SP-9 PROTECTION OF ADJACENT PROPERTIES Surface water shall be diverted and otherwise prevented from entering or damaging adjacent property as a result of precipitation during construction. SP-10 UTILITIES The Contractor shall expose all utility crossings to establish location and depths prior to construction. ' SP-11 ITEMS TO BE LEFT IN PLACE Items marked "LIP" on the plans shall be "left in place". Any damage to these items, or other , items that were not to be disturbed by construction shall be repaired by the Contractor at his own expense. SP-12 EMERGENCY RESPONSE BUILDING AND FOUNDATION , General Specifications for Construction of Foundation and Building Please note: All construction, including foundation and building, shall comply with the City of Jefferson building code. These specifications are not intended to substitute for drawings and specifications ' prepared by a design professional (i.e., Architect or Engineer registered in the State of Missouri) which is a requirement of the contract. These specifications are intended only as a guide during design of the • building and foundation by a design professional. Specifications: 1. Building footprint to be 36 feet by 50 feet in the outside wall dimension. 2. Building to have one(1) thermally-insulated steel roll up door with a minimum clear opening of 14 feet in width and 14 feet in height. The clear opening of 14 feet in height shall not include any garage door opener and/or lighting which may present an obstacle to the 14 foot clear opening. Door color to be selected by the owner. 3. Window(s)are not required. 4. Eave height shall be 16 feet. 5. Roof shall be constructed with a minimum of 1/12 pitch, and shall be a ribbed steel roof. Color to be selected by the owner. 6. Steel gutters and downspouts shall be installed in accordance with minimum standards for proper drainage. Color to be selected by the owner. 7. Frame material for the building shall be either steel or wood. 8. A brick veneer shall be installed a minimum of four(4)feet high as measured from the finish floor elevation toward the roof. Bricks shall be standard size bricks in width, height, and length. In addition, where concrete or other foundation is exposed below the finish floor elevation, the same brick fagade shall also be installed to match the finish pavement and/or sidewalk grade. Please see general elevation plan for details. Brick color shall match as closely as possible the existing color of the police department building. 9. Other than the brick veneer as described above, all other siding shall consist of steel siding. Color ' shall be selected by the owner. 10. Aluminum soffit shall be installed under eaves with suitable ventilation points if appropriate. Color to be selected by the owner. ' 11. Walls to be insulated with a minimum of R19 insulation. 12. A ceiling is not required. Roof to be insulated with a minimum of R19 insulation. 13. Partitioned area adjacent to double doors shall be constructed to a height of 8 feet with a stud wall covered by%"AC plywood. Plywood shall be finished in same way as the interior wall section. A 1 • ceiling is not required. 14. Eave overhang to extend a minimum of 1 foot and a maximum of 2 feet. Nominal 36 by 50 foot dimension shall not include the eave overhang. ' 15. Outside lighting shall be installed as shown on the electrical plan. 16. Steel roll up garage door shall have a garage door opener installed (please see electrical plan for minimum motor requirements). Garage door opener shall be a commercially rated garage door opener with all standard safety features such as automatic reverse system. ' 17. Garage door opener shall have remote and key pad capability. 18. A minimum of four (4) remote control units shall be provided. 19. Key pad shall be installed near the entry-way, and shall consist of a weatherproof unit with the capability for the operator to enter in a minimum of a four digit PIN number for access to the ' garage door. 21. Two (2) single 3' x 6'8" walk through doors shall be installed as indicated on the general elevation view of the building. They shall be a heavy duty, commercially rated steel with commercial quality deadbolt locks with at least 1"throw on the bolt. Door knobs shall also be commercially rated, and shall incorporate a lock in addition to the deadbolt lock. 22. Emergency Exit sign (lighted) shall be installed where indicated on the Electrical plan. 23. Plumbing to be limited only to floor drains as shown on the general plan view of the building. ' Floor drains to be connected to sanitary sewer that generally runs in the middle of the Handley Alley to the north of the building. Work shall include installation of fittings necessary to tie into the existing sanitary sewer main and repair of the alley after the work is complete. 24. Electrical work shall consist of the installation of wiring, conduit, outlets, panels, breakers, inside and outside lighting (any lighting attached to the building), exhaust fan and all other materials and services required to meet the electrical specifications shown on the electrical plan for the building. 25. Electrical work shall include the tie-in at the AmerenUE transformer located to the southwest of ' the building, and shall include trenching through the alley and subsequent repair of the alley in order to tie into the AmerenUE transformer. Please see electrical site plan for more information. Any fees or permits charged by AmerenUE shall be the responsibility of the contractor. 26, Foundation to include retaining wall alone the entry ramp as shown on the site plan. 27. Site work shall Include all excavation and grading necessary to provide for the construction of the foundation, the retaining wall along the entry ramp, and all trenching and/or excavation work necessary to provide electrical and sewer connections to the building. 28. Inside floor to be constructed of portland cement concrete (minimum 4000 psi compressive strength at 28 days)with a minimum of 7 inches thickness. 29. Interior finish shall be t/2 in.;'O AC plywood from finish floor to 8' above finish floor. All plywood seams shall be sealed with latex caulk. Paint all plywood and doors with a minimum of one(1) coat primer and two(2) finish coats of commercial quality paint. Color to be selected by the owner, 30. A heating and/or air conditioning system is not required. 31. A fire suppression system (i.e., sprinklers) is not required. 32. Toilet facilities are not required. Contractor shall be required to submit a building plan and a foundation plan (including the retaining wall 1 along the entry ramp 10 the garage door)which has been sealed by a design professional(i.e., Architect or Engineer) licensed in the State of Missouri. Building plan and foundation plan must generally conform to the requirements listed above. SP-14 CONSTRUCTION PHASING AND NOTICE TO PROCEED This project will consist of two (2) phases. Phase A shall pertain to all construction activities within the Phase A project limits shown on the site plan, and consist primarily of excavation and filling operations, construction of parking facilities, storm sewer facilities, median strips, curb and gutter, entrance to Adams Street, and parking lot lighting. Phase B shall pertain to all construction ' activities, including the Emergency Response Building that are required within the Phase B project limits shown on the plans. Contractor will be required to substantially complete all improvements shown in Phase A up to and including the placement of black base (or portland cement concrete if this alternate is chosen) prior to beginning work on Phase B. Phase A shall be substantially completed within 30 calendar days of the Notice to Proceed. Substantial completion is defined as the ability of the ' Phase A improvements to be used by City employees for parking purposes, and include the requirement that a base layer of asphaltic concrete or a final layer of Portland Cement Concrete (if this alternate bid item is chosen) be constructed prior to being deemed substantially complete. Substantial completion of Phase A shall not, however, include parking lot lighting. Final layer of Plant Mix Bituminous Pavement(BP-1) shall not be placed until all improvements including Phase B are also completed. Contractor shall be required to finish all improvements shown in Phase A and Phase B within 90 calendar days of the Notice to Proceed. Phase B activities are all other activities other than Phase.A, and include, but are not limited to, construction of the foundation, the building, the entry ramp, parking facilities, lighting, median strips, lighting, electrical work, plumbing work, and all other improvements shown on the plans. Since a considerable amount of parking facilities will be rendered unusable during construction of , the project, additional liquidated damages of$500 per day shall be assessed if the Contractor has not substantially completed the Phase A activities within 30 days of the Notice to Proceed. This special provision for additional liquidated damages may be assessed regardless of whether the Contractor has completed the entire project within 90 calendar days as stipulated elsewhere in this contract, 1 • SP-13 CONSTRUCTION STAKING All staking required for this project shall be the responsibility of the contractor. All associated costs shall be considered incidental to the project. ' SP-14 MEASUREMENT AND PAYMENT Item No. 1.00 - Emergency Response Building and Foundation This item shall include all labor, material, equipment, and services necessary for the design and construction of a Emergency Response Building in accordance with the general specifications shown on the plans and listed in SP-12 of these Special Provisions. This item shall not be measured for payment, and payment shall be made at the lump sum bid price. Item No. 2.00 -Removals This item shall include all labor, material, equipment, and services necessary to perform the work described in the City of Jefferson Technical Specification TS-1.2, and also includes, but is not limited to, the removal of asphaltic pavement, signs, sidewalk, curb and gutter, concrete steps, retaining walls, and other items either in view or hidden beneath the surface of the ground. No listing of items to be removed is implied by this work item, and payment will be made based on the lump sum bid price. Where old pavement is to be preserved, or where old curb and gutter is to be preserved, a full-depth sawcut of the pavement shall be made and shall be considered as part of the"Removals" pay item. Scarified or broken up pieces of asphaltic pavement from the existing parking O lot and broken pieces of concrete (without rebar) that are removed during construction may be incorporated into the fill as long as they conform to the standards listed in TS-1.2. Item No. 3.00 -Construction Staking This item shall include all labor, equipment, materials and services for the staking of the project according to the alignment, cross sections and final grades shown on the plans for the project. Payment will be made at the lump sum bid price. rItem No. 4.01 - Excavation and Grading ' This item shall include all labor, material, equipment, and services necessary to complete all earthwork in accordance with applicable sections of TS-2.1 and as shown on the plans, and shall also include, but is not limited to, the excavation and removal of the top 1'of topsoil in the areas to be filled, the compaction of fill in accordance with the City of ' Jefferson Technical Specifications for roadway construction, the placement of 4" of topsoil in areas behind the curb, and the procurement of borrow material as needed. This work item will not be measured for payment, but rather will be considered a lump sum unit and will be paid at the lump sum bid price. Item No. 4.02 -Rock Excavation ' This item shall include all labor, material, equipment, and services necessary to perform the work described in TS-13.1 if rock is encountered during construction, except that explosives will not be allowed at any time during construction of this project. ' Measurement will be made to the nearest per cubic yard, and payment will be made at the per cubic yard bid price. 1 Item No. 4.03-Sub Grade Excavation This item shall include all labor, material, equipment, and services necessary to complete the work described in TS-2.2.7 if poor subgrade (as determined by the Engineer) in cut areas is encountered during construction. The work provided herein will be measured to the nearest ton of crushed stone base placed, and will be paid at the per ton bid price. ' Item No. 5.01 - 3" Compacted Rolled Stone Base This item shall include all labor, material, equipment, and services necessary to place a 3" ' inch layer of compacted rolled stone base under the parking lot pavement. The crushed rock comprising the rolled stone base shall conform to the Missouri Highway Specfications for aggregate subgrade beneath pavement. Placement of compacted rolled stone base shall include fine grading, shaping and rolling to the grades shown on the plans. Measurement of this item will be made to the nearest square yard, and payment will be made at the per square yard bid price. Item No. 5.02 -4"Thick AC Base This item shall include all labor, material, equipment, and services necessary to complete the work described in the plans and in accordance with City of Jefferson Technical Specification TS-7.3 and within the project limits shown on the plans for placement of a 4" compacted thickness bituminous base course. Contractor shall be allowed to place the base course in one (1) lift. Measurement of this item will be made to the nearest square yard, and payment will be made at the per square yard bid price. Item No. 5.03 - 1 '/2"AC Surface (BP-1) S , This item shall include all labor, material, equipment, and services necessary to complete the work described in in the plans and in accordance with Cit of Jefferson Technical Specification TS-7.4 and within the project limits shown on the plans for placement of a 1 %2" compacted thickness plant mix bituminous pavement (BP-1) surface course. Measurement of this item will be made to the nearest square yard, and payment will be made at the per square yard bid price. Item No. 5.04 -Type "A" Curb and Gutter This item shall include all labor, material, equipment, and services necessary for the construction of standard type A curb and gutter in accordance with the City of Jefferson Standard Details and Specifications included within this document. The work provided herein will be measured by the linear foot at the flow line of the gutter. Payment will be made at the per linear foot bid price. ' Item No. 5.05 - Concrete Pavement Areas This item shall include all labor, material, equipment, and services necessary to complete r the work in accordance with TS-8.1 and described in the plans as "Concrete Pavement Areas", which include, but may not be limited to, the entry ramp paving to the building and the new entrance to Adams Street. Any curb and gutter that is constructed as part of the , new Adams Street entrance or the building entry shall be incidental to and included in the unit price for Concrete Pavement Areas. Measurement for this item will be made to the nearest square yard, and payment will be made at the per square yard bid price, ' • Item No. 5.06 -6" Thick Concrete Sidewalk This Item shall include all labor, material, equipment, and services necessary to complete the work in accordance with TS-8.1 and described in the plans as new sidewalk to be constructed. Work will also include the construction of two (2)A.D.A. accessible ramps at the locations and grades shown on the plans and in accordance with City of Jefferson Standard Specifications for A.D.A. accessible ramps included elsewhere in this document. Measurement for this Item will be made to the nearest square yard, and payment will be made at the per square yard bid price. Item No. 5.07 -4' X T T It yp e 'A' Inlet e This item shall include all labor, material, equipment, and services necessary for the construction of a new 4' X 3'Type A inlet at the location and grades shown on the plans. New inlet to conform to the grade shown on the stormwater profile on sheet 10 of the plans, and shall also conform to the City of Jefferson Standard Specifications for Type A stormwater inlets. Payment for this item will be made per each unit installed and at the per each bid price. Item No. 5.08 - 12" Dia. HDPE Pipe ' This item shall include all labor, material, equipment, and services necessary for the installation of a 12" high density polyethylene (NUPE) pipe between the new stormwater inlet and the existing Type C stormwater inlet located at the southeast corner of the parking lot. Pipe shall be installed according to City of Jefferson Standard Specifications. ' • Measurement shall be made to the nearest linear foot of pipe installed, and payment will be made at the per linear foot bid price. Item No. 5.09 -12" Dia. PVC SDR35 Perforated Drain Pipe This item shall include all labor, material, equipment, and services necessary for the construction of median under drains in accordance with Section B-B, sheet 5 of the plans. Work shall include the filter fabric, clean 1" rock, physical connection to the Type 'A' stormwater inlet, and all other labor, material, equipment, and services necessary to ' complete the work. The work provided herein will be measured to the nearest linear foot of drain pipe installed, and payment will be made at the per linear foot bid price. Item No. 6.01 - 30 Ft. Tall "Shoe Box" Light Pole and Type 'D' Light Fixtures This item shall include all labor, material, equipment, and services necessary for the installation of a 30 foot tall light pole, fixtures, and lighting in accordance with the specifications listed on sheet 3, "Electrical Layout". This work item is intended to represent a complete and useable lighting system for the parking lot, with the exception of the raised pole foundation and the external wiring from the building to the poles. Poles to be mounted on a raised pole foundation (separate pay item, and wired in accordance with the Electrical Layout on sheet 9, "Electrical Site Plan"(also a separate pay item). The work provided herein will be measured per each complete and useable light pole and miscellaneous lighting fixtures installed, and payment will be made at the per each bid ' price. Item No. 6.02 - Raised Pole Foundation This item shall include all labor, material, equipment, and services necessary for the construction of a raised pole foundation in the two (2) locations shown on sheet 9, "Electrical Site Plan." Raised pole foundation to be constructed in accordance with the City of Jefferson Standard Specifications (enclosed), and bolt pattern on the base shall be installed to match the light poles to be installed. Electrical conduit shall be routed through the raised pole foundation as indicated on the Standard Specification drawing. Measurement will be made per each unit installed, and payment shall be made a the per each bid price. ' Item No. 6.03 -2 Dia. Electrical Conduit This item shall include all labor, material, equipment, and services necessary for the ' installation of 2"electrical conduit in accordance with sheet 9, "Electrical Site Plan." This pay item shall also consist of the backfilling and trenching necessary to install the electrical conduit. The work provided herein will be measured by the linear foot, and ' payment shall be made at the per linear foot bid price. Item No. 6.04- Wiring for Parking Lot Lights This item shall include all labor, material, equipment, and services necessary for the installation of wiring to the parking lot lights in accordance with sheet 9, "Electrical Site Plan." Measurement of this pay item not be made, and will be paid at the lump sum bid price. Item No. 7.00 - Seeding and Mulching This item shall include all labor, material, equipment, and services necessary for the restoration of vegetated areas disturbed during construction, and shall be performed in accordance with TS-9.3 including the placement of fertilizer, seed, and mulch in accordance with the above referenced Technical Specification. Measurement of this pay item will not be made, and payment will be made at the lump sum bid price. Item No. 8.00- Silt Fence This item shall include all labor, material, equipment, and services necessary for the construction of slit fence in the locations and alignments as directed by the Engineer. The work provided herein will be measured by the linear foot along the silt fence, and payment will be made at the per linear foot bid price. Item No. 9.01 - Reduce 4"Thick AC Base This item is a deduct item in the event that the portland cement concrete (PCC) pavement alternate bid item is chosen. Item No. 9.02 - Reduce 1 Yl"AC Surface (BP-1) This item is a deduct item in the event that the portland cement concrete (PCC) pavement alternate bid item is chosen. Item No. 9.03- 6"Thick PCC Pavement This item shall include all labor, material, equipment, and services necessary for the ' construction of a 6" thick portland cement concrete (PCC) pavement section in accordance with TS-8.2 of the City of Jefferson Standard Specificatons and in • accordance with the alignment, grade, and cross sections shown on the plans. Measurement for this pay item shall be made to the nearest square yard, and payment will be made at the per square yard bid price, r END-OF SPECIAL CONDITIONS r r 1 e r • r 1 r r CITY OF JEFFERSON , TECHNICAL STREET SPECIFICATIONS 1 � 1 1 1 1 r REVISED OCTOBER, 2000 . '. TECHNICAL_STREET SPECIFICATIONS TABLE OF CONTENTS Section Page ' 1.0 Clearing, Grubbing and Removal 1 2.0 Earthwork 3 3.0 Cleanup 12 4.0 Pipe Sewer Construction 13 5.0 Drainage Structures 20 6.0 Concrete 26 7.0 Asphaltic Concrete 35 8.0 Portland Cement Concrete Pavement 38 9.0 Lawn Repair and Seeding 41 10.0 Reinforced Concrete Double Box Culverts and Retaining Walls 44 11.0 Crushed Stone Driveways 46 12.0 Rip Rap 47 13.0 Rock Excavation 47 14.0 Sanitary Sewer Adjustments 48 15.0 Underdrain 50 16.0 Pavement Marking 51 t17.0 Omitted 53 18.0 Traffic Signals 54 ' 19.0 Omitted 61 20.0 Fencing 61 ' 21.0 Certificates of Compliance 62 22.0 Schedule of Work 64 23.0 Maintenance of Traffic and Access 65 24.0 Temporary Surfacing 65 25.0 Dust Control 66 26.0 Property Corners and Monumentation 66 27.0 Cleanup 66 28.0 Traffic Signs, Stop Signs, and Street Signs 66 29.0 Downspout Drains 67 30.0 Subsidiary .Items 67 • 1 TECHNICAL STREET SPFCIEICA'I_1nNS TS-l. CLEARING. GRUBBING AND REMOVAL TS-1.1 Clearingg and Grubbina, TS-1.1.1 Scope: This work shall consist of clearing, grubbing, removing. and disposing of ' vegetation within the construction limits. TS-1.1.2 Construction Requirements: The Engineer will establish the construction limits and g will designate all trees. shrubs, vegetation within the construction limits shall be removed and properly disposed of. Stumps and roots in cut area shall be grubbed to a depth of not less than twelve (12) inches below the finished earth grade. Grubbing of Osage orange or locust hedge shall include removal of roots. In embankment areas.undisturbed stumps and roots extending not more than six (6) inches above the ground line may remain, provided they are a minimum of three(3)feet below the finished earth grade or the slope of the embankment. Except in areas to be excavated. stump holes shall be backfilled with suitable material and compacted to the approximate density of the adjacent area. When burning is permissible under controlling air pollution regulations,all burning of products of clearing and grubbing shall be done under the care of a competent watchman at such times and in such manner that neither vegetation on adjacent property nor that designated to remain on the right-of-way will be jeopardized. The burial of stumps and debris will not be permitted on the right-of-way. Products of clearing grubbing may be removed from the right-of-way and disposed of out of sight ' from the roadway provided an acceptable written agreement with the property owner on whose property the products are placed is submitted by the contractor. The contractor shall scalp all areas where excavation or embankment is to be made. except that mowed, burned over sod need not be removed where the embankment to be constructed is 4 feet or more in height. Scalping shall include the removal of 1 material such as sod, grass, residue of agricultural corps. sawdust. and decayed vegetable matter fiom the surface of the ground without removing more earth than is necessan,. The products of scalping shall be disposed of away from the site of the t wort: unless permission is granted by the Engineer to allow such disposal on the right-of-way. All such disposal shall be at the contractor's sole expense. TS 1.1.31 Measurement and 1 avment: No measurement will be made of clearing and-nabbing. Pavment for clearing and grubbing will be at the lump sum price bid. 'I'S-1.2 REMOVALS 2 • TS-1,2.1 SC This work shall consist of removing all drainage structures, pavements, surfacing, and base courses of all types, curb, curb and gutter, sidewalks and house walks,steps,retaining walls, foundation walls,catch basins,manholes, drainage and sewer pipes, water and gas main pipes, other objects or structures and other existing improvements which conflict with the work and are not designated to remain in ' place. No listing of items to be remo,.,ed will be made. TS-1.2.2 Construction Requirements: Old pavements, abandoned sewers or pipe lines, or other obstructions to the construction of the roadway or within the limits of the right- of-way and.not designated or permitted to remain, shall be removed or disposed of by the Contractor away from the site of the work. In removing pavement, g avement, curb, curb and gutter. gutters, sidewalk, and other similar improvements,and where a portion of such improvements are to be left in place,they shall be removed to an existing joint or to a joint sawed to a minimum depth of one inch with a true line and vertical face. Sufficient removal shall be made to provide for proper grade and connections in the new work regardless of any limits which may be indicated on the plans. All sewers, drainage pipes and floor drains which have been or are to be abandoned shall be permanently sealed at the ends with bulkheads constructed of concrete or brick masonry, having a minimum thickness of 8 inches. The use of salvaged brick ' will be permitted for constructing bulkheads provided the brick are clean and sound. No direct payment will be made for blocking abandoned sewers,drainage pipes, or floor drains. Broken concrete, paving material, bricks or rubble may be placed in roadway embankment provided they are well spread, completely surrounded by dirt and are not located within twelve inches of the finished subgrade,shoulder or ground surface. TS-1?.3 Measurement: 'fhe work provided herein will not be measured for payment,but will be considered a lump sum unit. This shall include the removal of all items, whether in view or hidden underneath the surface of the ground,regardless of whether shown on the plans or encountered during construction. e TS-1.2.4 Pavment: The accepted removal of•im rovements will be aid for at the contract P P p lump sum bid price. r TS-2. EARTHWORK: ' TS-2.1 Scone: This work shall include all labor,material.equipment and services necessary to complete all earthwork as shown on the plans and specified herein including roadway excavation, embankment, subgrade preparation and finish grading. TS-2.2 Earthwork for Roadwav: TS-2.2.1 The term. "Roadway". as used in this Section, is defined as including roadways, roadway intersections, sidewalks, shoulders, cut and fill slopes, driveways,parking areas and all other areas of earthwork except excavation and backfill for pipe trenches and structures. _� � � TS ........ Missouri Highway Specifications Section 203 shall govern all earthwork for roadway except that the provisions for measurement and payment therein shall not apply and except as modified in the form of additions. deletions and substitutions in this Article. Where any part of said Section of the Missouri Highway Specifications is so modified, the unaltered provisions shall remain in effect. , TS-2.2.3 Compaction shall conform to Missouri Highway Specifications Section 203.3. The first paragraph of Section 203.3.1 shall be changed to read as follows: Compaction to at least 90 percent of maximum density,as determined by standard Compaction Test, will be required in the following areas: TS-2.2.4 Disposal: Unsuitable excavated material shall not be used in the embankments and shall not be disposed of on right-of-way. Disposal shall be the sole responsibility and at the sole expense of the contractor. Unsuitable and excess excavated material may , be disposed of on private property adjacent to the right-of-way, provided written permission of the property owner is obtained and provided the surface is properly finished and drained. In such cases. seeding. sodding, and other pay quantities shall not be increased thereby. TS-2.2.5 Ditch Cleanout: Special care shall be taken to clean out all debris and organic matter from existing roadway ditches to be filled. The ditches shall be carefully backfilled in accordance with the requirements herein, using trench rollers or hand-operated power compactors as may be needed to assure proper compaction throughout. TS-2.2.6 Undergradin g in Rock Cut: In rock cut areas excavation shall be carried to twelve ' (12) inches below subgrade to a minimum distance of two (2) feet behind back of curb. I3ackfilling of undergraded cut areas shall be with a drainablc material with top surface choked with fines for proper subgrade preparation. Whenever possible,this material shall be from project excavation. Where authorized an open-graded drainablc crushed limestone shall be brought in. Undrained pockets shall not be ]eft in the surface of the rock. TS-2.2.7 Sub grade Stabilization: Pockets of unsuitable earth may be encountered in cut areas 4 • where it will be impracticable to replace with suitable materials from excavation on the work site. In such cases, where authorized by the Engineer,the contractor shall famish and place crushed stone base as required to provide a stable sub-grade. Crushed stone base in accordance with requirements of Article TS-11. Where necessary, a portion of the stone base shall be mixed with existing;earth to provide ' subgrade stability,and that portion of the stone base material shall be delivered to the project in as dry as possible condition. ' TS-2.2.1; Additional Base Thickness: Where, in the opinion of the Engineer, conditions are such that it is impracticable to obtain sub-grade satisfactory for the design pavement thickness, the contractor may be directed to finish the sub-grade at lower than ' specified elevation and increase the thickness of asphaltic concrete base. TS-2.2.9 The provisions of paragraphs TS-2.2.7 and K shall not be construed to relieve the contractor of his responsibility for any necessary aeration and compaction of suitable earth at sub-grade level. TS-2.2.10 Protection of Sub-Grade: The contractor shall protect the subgrade by not allowing delivery vehicles of excess weight thereon and by varying the path of delivery ' vehicles so as to not cause excessive rutting. Heaving or rutting damage to sub-grade caused by delivery vehicles during asphalt paving operations shall be immediately repaired and brought back to specified elevation prior to placing asphaltic concrete ' ® base or portland cement concrete pavement. TS-2.2.1 l soil: The top four(4) inches of backfill behind curbs shall be top soil, free from ' rocks, gravel,and and, undesirable materials and shall be.material suitable to establish a seed bed. This material may be either top soil available within the limits of the project or it may be top soil furnished by the contractor. No direct payment will be made for such topsoil, but shall be included in the lump sum price for grading and excavation. ' TS-2.2.12 Area Drainaac: All earth areas within and adjacent to the grading limits as shown on the Plans shall be graded to drain as directed by the Engineer, at one (1 ) percent minimum slope wherever possible. Special care shall be taken to avoid leaving low areas or water pockets. No direct payment will be made for such grading except that measurement for payment of Proposal items will be made. TS-2.2.13 Sub-Grade Tolerance: }except as othemise specified in paragraph TS-2.2.7.the sub- ' grade for all paying and surfacing shall be within the tolerance range of minus one- half'(1/2) inch to plus one-quarter (1I4) inch with respect to specified elevation. ' T S-2.2.14 Borrow Material: r a I f borrow material is re aired.the contractor shall supply this material from a ( ) q p borrow area off the site. The borrow area shall be obtained by the contractor at his sole expense. Borrow materials shall be approved by the Engineer before they are transported to the site. of the Project. (b) Materials shall be similar to soils found on the.I roject. Soils showing high swell potentials will not be approved. (c) The Engineer's Earthwork Calculations are shown on the plans for the convenience of the Bidder. , TS-2.2.15 Excess Material: All suitable excess material from excavation become the property of the City of Jefferson and will be stockpiled on site at the direction of the Engineer, TS-2.3 Trenching,. Embedment and Backiill for fine: TS-2.3.1 'french Excavation and Sheeting: (a) Excavate in open cut except where boring,jacking or tunneling is specified. Trench walls shall be vertical in streets or improved areas unless otherwise authorized by the Engineer. Provide bracing, sheeting and cribbing where necessan, to prevent caving. ' (b) All sheeting shall be pulled immediately prior to backfilling around the sheeting. However,the Engineer may direct at I or a portion of the sheeting to r be left in place in order to protect the pipe against shock load of caving banks, or to protect adjacent street or property, or to prevent material that ' cannot be compacted to specified density from caving into the trench. (c) Where sheeting is left in place. do not brace against pipe, but support in a manner which will not apply concentrated loads or horizontal thrusts on the pipe. Cross braces above the pipe may be removed after backf ll to top of pipe has been completed. (d) Trench walls may be sloped in unimproved areas if required to prevent caving and if adjacent property or trees to be left in place are not thereby subjected to additional cutting of roots. (e) See Pipe Embedment Details on Plans for minimum and maximum trench widths. If maximurn is exceeded, and strength requirements control, Engineer may direct contractor to install special bedding or heavier class or • 6 ' r gage of pipe at. contractor's expense. TS-2.3.2 Ground Water and Surface Water: (a) Pipe trenches shall be kept free from water during excavation, fine grading, pipe laying and,jointing, and pipe embedment operations. Where the trench bottom is mucky or otherwise unstable because of the presence of ground water, and in all cases where the static ground water elevation is above the bottom of any trench bell hole excavation. such ground water shall be lowered by means of pumps or other acceptable means to the extent necessary to keep the trench free from water,pipe sub-grade stable and firm under foot, at all times when work within the trench is in progress. (b) The contractor may use additional granular fill material, in accordance with the requirements of subparagraph TS-2.3.3 (b). in connection with drainage control, at his own expense. (c) Each excavation shall be kept dn,until the backfill is completed to the extent that no damage from hydrostatic pressures. flotation, or other causes will result. (d) Surface water shall be diverted. and otherwise prevented from entering ' excavations and trenches to the greatest extent practicable without damage to adjacent property from dikes, ditches. or impounded water. ' TS-2.3.3 Pipe Foundation. Granular Fill and Trench Bottom Stabilization: (a) All pipe shall be bedded as shown in the "Pipe Embedment Details" on the tPlans. (b) Granular fill shall be clean river gravel or reasonably sound crushed tlimestone.free of cementitious,shalt', or flat and flaky particles in an amount which would cause the material to cake or pack or otherwise form an unyielding support for the pipe. Gradation shall be such that at least ninety- five(95)percent passes a three-quarter(3/4) inch square mesh sieve and not over five (5) percent passes a number four (4) square mesh sieve. ' (c) Stabilization: if the trench bottom at base of the required pipe embedment material is unstable, the contractor shall excavate to an additional depth and backfill with crushed stone as directed by the Engineer. The size of stone used shall be as required for effective stabilization. Where large stone is used, the upper portion shall be choked with smaller stone and no stone larger than one (1) inch size will be allowed within (3) inches of the pipe wall. ' Stabilization material ordered by the Engineer will be paid for,in accordance with the stipulations of Articles 'i'S-2.5 and TS-2.6. However,payment will 1 not be made for stabilization material or extra granular fill used for contractor's convenience in controlling drainage or as may be required to stabilize trench bottoms made unstable through contractor's disturbance thereof or excessive tramping thereon. (d) Pipe shall not be placed over frozen trench sub-grade. ' (e) Placement of Granular mill: 1. Place granular fill in lifts not exceeding six f inches and bring u evenly on both sides of pipe. Do not dump over side of trench in any manner that will bring earth into the granular rill area or displace the pipe. Compact, vibrate, or slice with a shovel. in such manner that granular fill will take its final compaction and provide uniform and solid bearing under and around the pipe and its haunches. ' 2. Screed granular fill as shown on the Plans under elliptical or arch pipe. 3. For a length of' two (2) pipe diameters (effective diameter equals average of span and rise for elliptical or arch pipe) on the upstream ends of culverts. omit granular fill. Use selected clay screeded and compacted to not less than ninety (90) percent of Standard Density. r TS-2.3.4 Bell Holes: Dig bell holes where pipe has bell joints. No part of any bell shall be in contact with the trench bottom or sides or granular fill when the , pipe is jointed. 'TS-2.3.5 Backfill to Top of Pipe: (a) See "Pipe Embedment Details" on Plans. This section covers the backfill from top of'granular fill to top of pipe. (b) Backfill as soon as possible to minimize the possibility of damage to joints an inconvenience to the public. ' (c) Material to be selected earth or granular fill material. free from sod. sticks. roots, or rocks over one (1 ) inch size, to be unfrozen. and to be of proper moisture content for specified compaction. Suitable material from the project excavation shall be brought in from elsewhere on the work where required. d) Place alongside pipe in loose lavers of (i six inch maximum thickness ( t pp thoroughly compacting each laver. 'fake special care to place and compact material around the pipe so as to leave no voids and to provide uniform ' r rlateral support for the pipe. Brim materials up uniformly on both sides of pipe,taking special care with corrugated metal pipe. r (e) The material shall be compacted to the same density as required for backfill above top of pipe. rTS-2.3.6 Back.fill Above ToI2of Pine: (a) General: Backfill from top of pipe to original surface or to sub-grade where pavement is to be placed is covered by this section. (b) Materials: I. Material for backfill above top of pipe shall be the same as for backfill below top of pipe as specified in subparagraph 1'S-2.3.5 (c),except that small sticks and roots less than one-half('/z) inch in diameter, interspersed hard lumps and clods will be allowed insofar as they do not interfere with specified compaction. More suitable material shall be brought from elsewhere on the prgject if necessary and the unsuitable material disposed of. If the specified compaction cannot be obtained with earth excavated from the trench, the contractor shall use granular fill or similar approved material at his own expense. r • 2. Rock larger than one (l) inch shall not be placed within three (3) inches of pipe. Rock larger than eight(8)inches shall not be placed within two(2)feet of the top of pipe. No rock larger than two (2) inches may be placed in the upper six (6) inches under pavement sub-grade. No rock may be placed in the upper twelve (12) inches of trenches through grass parkways or earth areas. 3. Large stones may be placed in the remainder of the backfill only if well ' separated and so arranged that no interference with the specified backfill will result. r (c) Methods: 1. Method of backfill used shall not impose excessive concentrated or unbalanced loads, shock. or impact on. or cause displacement of the pipe. The backfill shall be slowly rolled down a slope at the end of the trench and ' shall not be pushed over the side of the trench. 2. Consolidated material weighing more than one hundred (100) pounds shall not be permitted to fall more than three (3) feet into the trench unless cushioned by at least three (3) feet of backfill over top of pipe. 9 r r (d) Compaction: 1. Backfill under pavement shall be defined as being under all areas to be paved or surfaced for vehicular access. except those to be surfaced with crushed stone. The limiting line for such backfill shall extend from sub-grade at. twelve(12)inches beyond edge of pavement or back of curb,downward on a slope not steeper than one(l)to one (1). In areas so defined,backfill shall be not less than ninety-five (95) percent of Standard Density. 2. Backfill in Other Areas: In areas not defined in Item l above,backfill shall be not less than ninety (90) percent of Standard Density. 3. The engineer may cause field density tests to be made whenever deemed necessan,. The specified density will be the minimum allowed and the attainment thereof will be entirely the contractor's responsibility. Obvious voids will not be permitted. , 4. Thickness of backfill layers will be determined by the coordination of test results with .field performance and equipment used. The contractor will be expected to maintain established procedures except where unusual conditions arise. TS-2.3.7 Installation of Pipe in Embankment: (a) If embankment is made prior to placing pipe excavate trench,place pipe and backfill. in accordance with the Specifications herein. (b) if embankment is made after placing pipe compact embankment to top of pipe on both sides of pipe for a distance of at least five (5) pipe diameters each side of Pipe. TS-23.8 Protection of'Pipe from Heavy Equipment: Provide temporary fill to at least two (2) , feet over top of pipe extending at least five (55) pipe diameters each side, or greater protection. as required to protect pipe from heavy equipment. Damage to the pipe ' resulting from excessive equipment loads shall be satisfactorily repaired by the Contractor at his sole expense. TS-2.3.9 Excavation Ahead for Location of Obstructions: r (a) Except where otherwise directed. excavate at least one hundred fifty (150) , feet ahead of pipe laying in order to uncover any possible obstructions in the way of lavino the Pipe. If such obstructions are encountered notify the Engineer immediate]}' so that a needed change may be considered and 10 ® � effected. �A (b) Changes from Plans may be made only on the direction of the Engineer. Such changes may include changes in line,grade,pipe size ortype,additional or less mitering, manholes, etc. Such changes may involve unanticipated moving of underground utility lines. ' (c) Refer to Article GP-7 regarding protection and moving of utilities and other obstructions. (d) The contractor will be paid for the actual amount of Proposal Items authorized(within the pay limits established)and performed by him: He will not be paid for unused materials left over or for delays arising from ' encountering obstructions. TS-2.3.1 0 Maximum lencth of trenching allowed ahead of Pipe laying shall be one city block or four hundred (400) feet. whichever is shorter. ' TS-2.4 Excavation and Backfill for Structures: TS-2.4.1 The term "structures" as used in this Article. means inlets, manholes and all other • structures, not including pipe. TS-2.4.2 Missouri Highway Specifications Section 206 shall govern excavation and backfill ' for structures except that the provisions for measurement acid payment therein shall not apply and except as modified in the form of additions, deletions and substitutions in this Article. Where any part of Missouri Highway Specifications Section 206 is so modified, the unaltered provisions shall remain in effect. TS-2.4.3 Delete the following from Missouri Highway Specifications Section 206. (a) Subsections 206.2. 206.4.7, 206.4.8. 206.49, 206.4.10 and 206.4.11. (b) All sections on Measurement and/or Payment. ' TS-2.4.4 Crushed stone. as specified in paragraph TS-2.33 c , shall be installed where required by the stipulations of the Missouri Highway Specifications Article 206.3. This requirement shall apply to all structures as defined in paragraph TS-2.4.1. Stabilization material ordered by the Engineer will be paid for in accordance with the stipulations of Articles TS-2.5 and TS-2.6. However,pavment will not be made for stabilization material used for contractor's convenience in controlling drainage. in fine grading. or as may be required to stabilize structure bottoms made unstable through contractor's disturbance thereof or excessive tramping thereon. TS-2.4.5 Backfill for structures shall be in accordance with the applicable requirements of Section TS-2.3.6. ll TS-2.5 Method of Measurement: TS-2,5.1 Excavation and Compacted Embankment: (a) The excavation and compacted embankment item shall be bid on a lump sum basis. The work shall be performed in accordance with specifications and in conformance with the lines. grades, thicknesses and typical cross sections ' shown on the plans. (b) No measurement for payment will be made for any of the following: , 1. Excavation for structures. or pipes payment will be included in cost of bid item for each. 2. No measurement of borrow excavation will he made. All costs of supplying ' borrow material to the Project site shall be included in the bid price for excavation and compacted embankment. (c) Computations: The Engineer's earthwork computations are available for inspection. The volume of excavated and compacted embankment as shown thereon.and as listed in the plans. from existing cross sections by average end area method and will be the basis for final payment, except as follows: 1. An authorized change in grade. slope. or typical section is made. TS-2.6 Basis oi'Pavment: TS-2.6.1 Excavation ' a on and Compacted Embankment. will hc' paid for at the contract unit pace bid based on a lump sum cost. TS-216? Crushed stone for sub-grade and trench bottom stabilization.as well as open-graded drainable crushed stone for backfillin<g of tmdergraded rock cuts, measured as , provided will be paid for at the contract unit price bid per ton. TS-; CLEANUP The contractor shall remove from the owner's property and from all public and private property,at his own expense. all temporan,structures. rubbish.excess excavation and waste material resulting from his operations. All material found to be unsatisfactory for backfill shall be removed at the contractor's expense. All existing sod areas shall he hand raked to remove earth deposited on or in them during ' construction. • 12 ' All ditches shall be graded and properly sloped. Excess excavated material shall be removed from ditches. Shoulders where sodding. seeding or surfacing is not required shall be bladed and shaped. The project area shall be kept at all times as neat and clean as possible. Debris from construction operations shall be removed from the site as soon as construction is completed in a given area. Dirt piles shall be removed and the area finish graded as soon as possible after construction of a given section of the project is completed, In no instance shall dirt piles or debris be allowed to remain on lawn areas long enough to damage growing sod. TS-4 PIPE SEWER CONSTRUCTION ' TS-4.1 General: This work shall include the construction of all pipe sewers whether storm sewers or sanitary sewers. The material required for each section of sewer shall be as shown on the plans. 'Trenching, shall be in accordance with Part TS-2 of these rspecifications. TS-4.2 Reinforced Concrete Pipe Storm Sewers: TS-4.2.1 General: This section covers the materials and construction of reinforced concrete e pipe storm sewers. Other types of pipe and all appurtenant structure are covered in other sections of these specifications. TS-4.2.2 Material: All reinforced concrete pipe shall confoml to the requirements of ASTM C- 76-62T. Class II1, Wall B. Pipe joints shall be tongue and groove or bell and spigot type. Pipe for use on the project shall appear neat and well made. It shall be free of cracks, broken places, and obvious manufacturing defects. ' All pipe shall be stamped on the inside xvith its class before delivery to the job site. TS-4.2.3 Pipe Laving**: Pipe shall be carefully handled by sling or other means to protect it from damage. Particular care shall be taken to avoid any free fall or shock to the pipe. Pipe shall be carefully placed on the prepared bedding material and jointed as specified below. Pipe shall be laid true to both line and grade and shall produce a straight line between structures except where other than straight alignment is required or allowed by the plans. ' Where curves arc required they may be accomplished by the following methods: (a) If the curve is slight or if the radius of the curve is very long, curving may be accomplished by dellecting each pipe joint in the curved section equally to 13 form a smooth uniform curve. In no case shall any pipe joint be deflected to the extent that the maximum opening of the joint exceeds one half the joint depth (one half the depth of the socket). (b) Short radius bends shall be accomplished through the use of factory made 0 mitered pipe sections. These sections shall be fabricated specifically for a given curve and, when properly assembled, shall produce a uniform curve (consisting of a series of short chords)of the specified radius. Pipe shall be placed in accordance with the manufacturer's recommendations and the details given on the plans. ' All pipe laying shall begin at the lowest point on the sewer proceed to the higher parts. TS-4.2.4 Jointing: Pipe jointing shall be as specified in Section 726.3 of"Missouri Standard Specifications for Highway Construction", except as follows: (a) Cement or tar joints other than "diaper"joints will not be permitted. O p b) Pipe joint surfaces shall be clean prior to jointing. ' (c) Care shall be taken not to allow bedding Material or other deleterious matter to enter the joint during pipe laying or jointing. TS-4.2.5 Backfill: Following jointing sufficient bedding material shall be placed and , compacted along the sides of the pipe to hold it securely in place during the back-fill operation. See plans for bedding details. ' Next,the trench to 12 inches above the top of the pipe shall be backfilled with layers ' of carefully compacted select backf ll material. This material shall be placed and compacted simultaneously on both sides of the pipe. Baekf ll above this joint shall he as specified TS-2. TS-4.2.6 Pipe Anchors: Wherever storm sewer does not outlet into a paved channel or other structure. pipe anchors will be required to connect all pipe joints in the 20 feet of storm sewer preceding the outlet. This 20 feet shall include the length of the end , section. TS-4.3 Corruaated Metal Pile and Pipe Arch Storm Sewers ' TS-4.3.l Scope:This specification covers corrugated metal pipe,pipe arch,and fittings which sliall be furnished and installed complete with connecting bands and other necessary ' 14 i appurtenances for sewers and culverts. Wherever applicable, the term "pipe" shall also include pipe arch. TS-4.3.2 Uses: Where "CMP" is called for or allowed on the plans corrugated steel pipe as tspecified herein may be used. TS-4.3.3 Materials: TS-4.3.3.1 Corrugated Metal Pie and Pie Arch shall be in accordance with AASHO Designation M36 for riveted pipe and pipe arch. Helically constructed corrugated steel pipe which meets all other criteria of this section may be used provided the corrugations of the ends of the joints of pipe are made annular for tighter jointing. ' Unless otherwise specified or shown on plans. gages shall be as follows: Round Pipe 6" through 24" diameter- 16 ga. 30" through 36" diameter - 14 ga. 42" through 54" diameter - 12 ga. 60" through 72" diameter - 10 ga. SPie Arch 18" x 11" through 25" x 16" - 16 ga. 29" x 18" through 36" x 22" - 14 ga. 43" x 27" through 65" x 40" - 12 ga. ' 72" x 44" - 10 ga. 79" x 49" - 10 ga. 1 TS-4.3.4 Alignment and Grade: Corrugated metal pipe shall be aligned and graded in accordance with the requirements for reinforced concrete pipe. ' Where plans show grade change between structures or slight alignment change to clear obstructions, deflect pipe and joints over a distance as required,after joints have been coupled and only to the extent that,joints will not be over-stressed. TS-4.3.5 Laving Pipe: Pipe shall be protected from lateral displacement by means of pipe ' embedment material installed as provided in the trench backfill specification. No pipe shall be laid in water and no pipe shall be laid in unsuitable weather or trench conditions. ' When jointed in the trench,the pipe shall form a true and smooth line. Pipe shall not • be trimmed except for closure, and pipe not making a good fit shall be removed. 15 Unless otherwise approved by the Engineer, the laying of pipe shall begin at the lowest point astd the pipe shall be installed so that the outside laps of circumferential joints point upstream and with longitudinal laps on the side~. TS4.3.6 Cou lingPipe: Pipe ends shall be butted as closely as tite corrugations will permit. t then jointed with a firmly bolted coupling band. Draw coupling bands tight. Merely tightening bolts will not be adequate. Lubricate contact surfaces of coated pipe and bands with fuel oil or similar solvent. Tap the bands with heavy wooden or rubber ' mallet. Use chain clinching device or special clamping device if required for tight connection on larger pipe. Field coat coupling bolts. nuts quid rods with bituminous material after installation. TS-4.3.7 Installing End Sections Prepare moist clavey soil bearing shaped to end section and place thereon. 3oin end section to pipe with coupling band. The toe plate shall be set in a trench and back-filled with compacted moist clavey soil or driven to the required elevation. TS-4.4 Measurement and Pavmcnt TS-4.4.1 CMP and RCP Pine: Pipe will be measured per linear foot of completed pipe in place. Payment will be made at the unit price bid per linear foot for the completed pipe in place. Payment shall include all costs of furnishing, and installing pipe including , trenching, backf lling of pipe. TS-4.4? CMP and RCP End Sections: End section will be measured as one unit each , complete in place. Payment will be made at the unit price bid for each complete end section in place. Payment shall include all costs for furnishing and installing end section including trenching. backfilling. TS-4.5 Plastic Gravity Sewer Pipe TS-4.6.1 General: This specification designates general requirements for polyvinyl chloride , (PVC) Plastic Gravity Sewer Pipe with inteygral wall bell and spigot joints for the conveyance of'domestic sewage. , TS-4.5.2 Materials: Pipe and fittings shall meet and/or exceed all of the requirements of ASTM Specifications D3034. ' All pipe shall be suitable for use as a gravity sewer conduit. Provisions must be O made for contraction and expansion at each joint with a rubber ring. The bell shall 16 consist of an integral wall section stiffened with two PVC retainer rings which securely lock the solid cross section rubber ring into position. Standard lengths shall be 20 feet and 12.5 feet ± l inch. Rubber gaskets shall comply with the physical requirements of ASTM-Dl 869.C361, and C443. Lubricant shall have no deteriorating effects on the gasket or the pipe materials. TS4.5.3 Fitting : All fittings and accessories shall be as manufactured and furnished by the pipe supplier or approved equal and have bell and/or spigot configurations identical to that of the pipe. TS-4.5.4 Physical and Chemical Requirements: The pipe shall be designed to pass all test at 73 degrees F(± 3 degrees F). TS-4.5.5 Pipe Stiffness: Minimum "pipe stiffness" (F/y)at 5%deflection shall be 46 for sizes 6 inch through 12 inch when tested in accordance with ASTM Designation D2412. Minimum "pipe stiffness" for 4 inch shall be 51. External Loading Properties of Plastic Pipe by Parallel-Plate Loading. TS-4.5.6 Flattening: There shall be no evidence of splitting. cracking or breaking when the pipe is tested as follows: ® Flatten specimen of pipe, six inches long between parallel plates in a suitable press ■ until the distance between the plates is forty percent of the outside diameter of the pipe. The rate of loading shall be uniform and such that the compression is ' completed within two to five minutes. TS-4.5.7 Drop Impact Test: Pipe (6" long section) shall be subjected to impact from a free failing tup (20 lb. Tup A) in accordance with ASTM method D2444. No shattering or splitting (denting is not a failure) shall be evident when the following energy is impacted: t No11 11 Nominal size 4 6 ' Ft. - Lbs. 150 210 210 220 220 TS-4.5.8 Acetone Immersion Test: After 20 minutes immersion in a sealed container of anhydrous(99.5'% pure) acetone a 1" long sample ring shall show no visible spalling or cracking (swelling or softening is not a failure) when tested in accordance with ASTM 2152. • 17 TS-4.5.9 Sizes, Dimensions, and 'tolerances Nom. Outside Diautcter Min. Wall Size A_verciue _oleranceThickness SDR ' 4 4.215 0.000 0.125 33.5 6 6.275 0.011 0.180 35 8 8.400 ±0.012 0.340 35 , 10 10.500 _,.0.020 0.300 35 13 13.500 ±0.024 0.360 35 ' TS-4.5.10 Ali nment and Grade: Pipe which is a part of the gravity sewer line shall be aligned and constructed to grades as shown on the Plans. TS-4.5.11 Connections to Manholes: Special manhole CPL.GS fittings shall be used to connect PVC pipe into manhole walls. TS-4.6 ABS Pine; TS-4.6.1 Sco e: This Specif-ication covers ABS composite pipe and fittings which shall be furnished and installed complete with all jointing materials and other necessan, appurtenances for sewers. TS-4.6? Materials: A B S Composite Pipe shall be made from virgin Acrylonitrile But.adiene- Styren material. This material shall be Type 1. Grade I. Type I. Grade 11. Type IV. , Grade 1. and shall conform to ASTM Specifications 1788-62-T. ABS Composite Pipe shall consist of two concentric thereto-plastic tubes intrically braced across the ' annulus with resultant angular space Filled to provide continuous support between inner and outer tubes. The component between the ABS shall be of Portland Cement Pearl-lite concrete other inert bi l ler exhibiting the same degree of performance which essentially Ills the truss annulus to Firm a composite pipe to meet the requirements of this Specification. Size, physical requirements. the dimensions. the method of test. the length, the ' testing procedures and markino procedures for this pipe shall conform with ASTM Specification D-2690-691. Couplings shall be of solid wall sleeve type fear chemical weld to the truss pipe. t TS-4.63 1-landlint�: Pipe. fittings and accessories shall be handled in a manner that will insure their installation in the work in a sound undamaged condition. Pipe shall not be dropped. bumped or drug along the ground. Pipe shall not be lifted by hooks. TS-4.6.4 Cleanin s The interior of all pipe and fittings shall be thoroughly cleaned of all ' •Foreign matter before being installed and shall he kept clean until the work has been accepted. All joint contact surfaces shall be kept clean until the jointing is 18 completed. Every precaution shall be taken to prevent foreign material from entering the pipe during installation. No debris,tools,clothing or other materials shall be placed in the pipe. Whenever pipe laying is stopped, the upper end of the pipe shall be closed with an endboard closely fitting the end of the pipe and having a number of small holes drilled near the center,to prevent the trench from filling with water and to keep sand and earth out of the pipe. TS-4.6.5 Laving Pipe: Pipe shall be protected from lateral displacement by means of Class B pipe embedment material installed as provided in the trench backfill specification. ' No pipe shall be laid in water and no pipe shall be laid in unsuitable weather or trench conditions. When jointed in the trench,the pipe shall form a true and smooth line. Pipe shall not ' be trimmed except for closure, and pipe not making a good fit shall be removed. Unless otherwise approved by the Engineer, the laying of pipe shall begin at the ' lowest point and the pipe shall be installed so that the outside laps of circumferential ,joints point upstream and with longitudinal laps on the sides. ' TS-4.6.6 Coupling Pipe: The couplings shall be chemically welded to the pipe with one end, factor}, applied. The coupling and pipe end to be chemically welded in the trench shall be thoroughly cleaned after it is in the trench and primer and cement shall be applied to both the coupling and the end of the pipe. This shall be done in accordance with the manufacturer's specifications. The pipe shall be thoroughly ' shoved into the coupling and then turned within the coupling one quarter turn to insure complete contact between cement. pipe and coupling. TS-4.6.7 Manhole Construction: Connection at manhole walls shall-be made by"O"ring type couplings set in the wall and having a manhole water stop assembly between the coupling and the manhole wall. Between the pipe and the coupling shall be an "O" seal. ' TS-4.6.8 Measurement and Pavment: TS-4.6.7.1 ABS And Plastic Gravity Sewer Pine: Pipe will be measured per linear foot of completed pipe in place. ' Payment will be made at the unit price bid per linear foot for the completed pipe in • place. Payment shall include all costs of furnishing and installing pipe including trenching and backlilling of pipe. ' 19 TS-5 DRAINAGE STRUCTURES TS-5.1 Scone of Work: The work shall consist of furnishing, all labor. materials, and ' equipment necessary to perform all operations in connection with the construction of ,junction boxes,inlets and catch basins required for the project in accordance with the , specifications and drawings. Items not specifically mentioned, but necessary for completion of the work shall be considered as incidental to other items in the contract. ' TS-5.2 Materials: 1. Concrete shall be Class "B" Portland Cement Concrete in accordance with the requirements of Section TS-6 o1'the!,e specifications. 2. Reinforcing steel shall consist of deformed bars of grade 40 steel confonning a to the requirements of ASTM designation A61 5 or of wire fabric conforming to ASTM designation A1$5. ' 3. Expansion Joint Fillers shall be of a non-extruding type conforming to ASTM designation Dl 751 and cut to the dimensions shown on the plans. t TS-5.3 Earthwork: This section shall coverall necessary excavation and backfill required for construction of the various structures. All applicable portions of Section TS-2 shall apple to this work. Particular care shall be taken to protect existing underground utilities and surface improvements. Excavations for structures in improved areas shall be held to the smallest practical dimensions. No increase in payment for street or lawn repair will be made to allow for areas disturbed by such excavations. Structures shall be founded on undisturbed subsoil, if subsoil is not firm, over-excavate and replace with granular fill as required. Section TS-2.2 shall apply for subgrade stabilization under structures. Backfill requirements for each drainage structure will be the same as that of the pipe to which it is connected. If more than one pipe is connected to the structure, the higher backfill requirement shall apple. Backfill under curb transitions shall be to 95'iu of Standard Maximum Densitv. All excavations shall be kept drained until the structure is constructed and backfilled. ' TS-5.4 Construction Methods: TS-5.4.1 Forms: Forms shall he of wood, lvwood. or any other suitable material. designed. p . constructed. braced and maintained so that the finished concrete will be true to line and elevation and will conform to the required dimensions. They shall be designed to , 20 withstand the pressure of the concrete,the effect of vibration as the concrete is placed and all other loads incidental to the construction operations without distortion or displacement. 'They shall be mortar tight. Oiling both inside and outside surfaces will be required to prevent warping, shrinkage, or swelling. ' Forms shall be constructed and designed so that their removal can be effected without injury to the concrete and so that portions where surface finishing is required maybe removed without disturbing forms that are to remain. Dirt,chips,sawdust,nails and other foreign matter shall he removed before any concrete is deposited therein. Tie rods, belts and anchorages within the forms shall be constructed so as to permit their removal to a depth of at least 1 1/2 inches from the face without injury to the concrete. In case wire ties were used, upon removal of the forms,all projecting wire shall be cut back at least 112 inch from face of all surfaces that will be exposed to view after the completion of the work and flush with the face of all concrete surfaces that will not be exposed to view. All fittings for metal ties shall be of such design that, upon their removal, the cavities which are left will be of the smallest practical size. 1 TS-5.4.2 Inlet and Outlet Pine: Pipe or tile placed in the concrete for inlet or outlet connections shall extend through the concrete walls beyond the outside surfaces of the walls a sufficient distance to allow for connections. The pipe or tile shall be placed through ' the forms and poured in place. The ends of the pipe shall be flush with the inside wall of the structure. TS-5.4.3 Reinforcement: 1. Placement. Reinforcing bars shall be accurately placed as shown on the plans and shall be firmly and securely held in position in accordance with Concrete Reinforcing Steel Institute "Recommended Practice for Placing ' Reinforcing Bars", and by using concrete or metal chairs, spacers, metal hangers, supporting wires and other approved devices of sufficient strength to resist crushing under full load. Metal chairs, which extend to the surface of the concrete (except where shown on the plans) and wooden supports. shall not be used. Placing bars in lavers of fresh concrete as the work progresses and adjusting bars during the placing of concrete will not be permitted. Before placing in the forms.all reinforcing steel shall be cleaned thoroughly of mortar.oil,dirt. loose mill scale. loose or thick rust.and coatings of any character that would destroy or reduce the bond. No concrete shall be deposited until the placing of the reinforcinu steel has been inspected and approved. • 2. Slicing. Splices of bars shall be made only where shown on the plans or as approved by the l ngineer. Where bum are spliced, they shall be lapped at ''1 least 30 diameters. unless otherwise shown on the plans. t Splicing shall be accomplished by placing the bars in contact with each other and wiring them together. Welding of reinforcing steel or cutting with a cutting torch will not be permitted unless specifically authorized by the Engineer. 3. Bending Reinforcement. Bends and hooks in bars shall be made in the manner prescribed in the "Manual of Standard Practice" of the American Concrete Institute. Bars shall not be bent or straightened in a manner which will injure the ' material. Bars with kinks or unspecified bends shall not be used. 4. Welded Wire Fabric. Welded wire fabric shall be spliced not less than two meshes. It shall be lifted carefully into its specified position after the concrete is placed but,still plastic. TS-5.4.4 Concrete Placement: Concrete construction shall be in accordance with ec i ' S t on TS-7. Concrete shall be conveyed. deposited, and consolidated by any method which will • ' preclude the segregation or loss of ingredients. Chutes used in conveying concrete shall be sloped to permit concrete of the 1 consistency required to flow without segregation. Where necessary to prevent segregation, chutes shall be provided with baffle boards or a reversed section at the outlet. Where a sequence for placing concrete is shown on the plans,no deviation will be permitted unless approved in writing by the Engineer. Where concrete is to be deposited against hardened concrete at horizontal construction joints. placing operations shall begin by conveying a grout mixture through the placing, system and equipment. and depositing the mixture on the joint. ' The grout mixture shall consist of a modification of the concrete specified to reduce the quantity of coarse aggregate in the mix larger than pea-gravel size to one-half the quantity specified. , To avoid segregation. concrete shall be deposited as near to its final position as is practicable. The use of vibrators for extensive shifting of the mass of concrete will ' not be permitted. Concrete that has partially hardened or is contaminated by foreign materials shall not be deposited in the structure. Concrete shall be laced in horizontal lavers insofar as practical. Placing shall ' P P � start • at the low point and proceed upgrade unless otherwise permitted by the Engineer. Concrete shall be placed in a continuous operation between construction,joints and ' 22 shall be terminated with square ends and level tops unless otherwise shown on the plans. Concrete shall not be permitted to fall more than six feet without the use of pipes or tremies. Pipes or tremies shall be at least six inches in diameter, or the equivalent cross sectional area for rectangular sections. Concrete shall not be placed in horizontal members or sections until the concrete in the supporting vertical members or sections has been consolidated and a 2-hour period has elapsed to permit shrinkage to occur. Concrete shall be thoroughly vibrated in a manner that will encase the reinforcement and inserts. rill the forms, and produce a surface or even texture free of rock pockets ® and excessive voids. Structural concrete, except sloe avin g steeper than one 1 inch per foot, such as P P P t: P � ) P spillway aprons and channel lining. and concrete placed under water, shall be consolidated by means of high frequency internal vibrators or a type,size and number approved by the Engineer. The location, manner and duration of the application of the vibrators shall be such as to secure maximum consolidation of the concrete without separation of the mortar and coarse aggregate, and without causing water or cement paste to flush to the surface. Internal vibrators shall not be held against the • forms or reinforcing steel. The number of vibrators employed shall be sufficient to consolidate the concrete within 15 minutes after it has been deposited in the forms. At least two vibrators in good operating condition shall be available at the site of the structure in which more than 25 cubic yards of concrete is to be placed. TS-5.4.5 Joints: The wort: shall be so prosecuted that construction joints will occur at ' designated places shown on the plans unless otherwise authorized by the Engineer. The Contractor shall construct. in one continuous concrete placing operation. all work comprised between such joints. ,Joints shall be kept moist until adjacent 1 concrete is placed. All construction joints having a keyed.stepped.or roughened surface shall be cleaned tprior to placement of the adjacent concrete as directed by the Engineer. Expansion and contraction joints in concrete structures shall be formed where shown on the plans. No reinforcement shall he extended through the joints, except where specifically noted or detailed on the plans. ' No direct payment will be made for furnishing and placing asphaltic paint. pre- molded asphaltic filler. or other types of joint separators. The cost therefore shall be ' included in the price bid for the item of work of which they are a part. 2; TS-5.4.6 Cold Weather Requirements: Whenever the temperature of the surrounding air is below 40° F.or when the possibility exists that the temperature will fall below 40°F. within the 24 hour period after concrete operations. concrete placed in the forms shall have a temperature of between 80° F and 100' F. All concrete shall be maintained at ' a temperature of not less than 50') F for at least 72 hours or for as much time as is necessary to insure proper curing of the concrete. The housing, covering. or other protection used in connection with curing shall remain in place and intact at least 24 hours after the artificial heating is discontinued. No dependence shall be placed on salt or other chemicals for the prevention of freezing. Contractor will be held responsible for any damage to concrete as a result of cold weather operations. TS-5.4.7 Finish: Inlet tops shall have light broom finish. Curb transitions shall have broom ' finish. Contraction joints shall be cut where shown. Cut each l 1/2 inches deep and finish with joint tool. TS-5.4.8 Inverts: Inverts shall be carefully constructed to maintain the proper velocities through the structure.and in no case shall the invert sections through the structure be greater than that of the outgoing pipe. The shape of the invert shall conform exactly , to the lower half of the pipe it connects. Use half circle template to check invert shape and size while building. Grade on the invert shall be such that no water pockets are formed. Side branches shall be connected with as large radius of curve as practicable. Inverts shall be constructed of concrete conforming to the requirements of Section TS-6. Concrete filling between the sewer invert and walls of structure shall be flush with ' the top edges of the invert and shall slope up from the invert at the rate of three (3) inches per foot. Inverts shall be troweled smooth and clean. 'Mitre water problems ' require. use quick setting cement to aid in construction of smooth inverts. TS-5.4.9 Steps: When shown on the plans. shall be solidly grouted in place with full mortar ' encasement. TS-5.5 Precast Concrete Inlets: 1. Precast concrete inlets shall be constructed in all respects in accordance with ' the Plans and Specifications except as provided in the following items of this subparagraph. 2. All applicable requirements of ASTM C-478 shall apply to the manufacture of precast concrete inlets. 24 ' r r 3. The manufacturer of precast concrete inlets shall submit detailed drawings and specifications for the construction of the basic precast units and appurtenances to the Engineer and Owner for prior approval. A shop drawing for each inlet showing dimensions, elevations and openings, shall be submitted to the Engineer and Owner for approval prior to manufacturing of the units. 4. Where dividing walls are used or where multiple precast units are used,the total net length of opening shall equal the length of inlet specified on the ' project plans. Intermediate wall openings shall be large enough so as not to cause hydraulic head loss. Location and number of manhole openings, as well as openings in walls shall be as required to promote easy access to all parts of the inlet, subject to the Engineer's approval. 5. The walls of the entire structure shall be set in place on concrete blocks prior to pouring concrete base slab. The base slab shall be reinforced in accordance with the project plans,and the bottom of the base slab shall be at least the distance below bottom of precast walls that is shown on the project plans. The entire base slab shall be poured monolithic and shall be brought up to a level of at least six (6) inches above bottom or precast walls. ' 6. Mastic pipe joint compound shall be used in horizontal joints and where walls of multiple sections join, in order to form a reasonable watertight structure. 1 7. Where top slabs of multiple sections join, the joint shall be sealed with General Electric single component silicone, gray color,strictly in accordance with the manufacturer's recommendations. i 8. Top slabs cast separately from inlet walls shall be anchored against lateral movement with respect to walls by a steel dowel in each corner extending from the walls through holes in the slabs. The top slabs shall be set accurately to line, grade and slope and grouted securely in place. TS-5.6 Precast Concrete Manholes: TS-5.6.1 Materials: Precast Concrete Manhole Rings. ASTM Designation C-478, except as indicated below: 1 1 25 r r r (1) Shell Thickness: r Inside Diameter Shell ' of Manhole Thickness 4' " 01 511 r 51 - 011 6„ 6' - 0" 711 (2) Precast Flat Tons. Designed to withstand H-20 wheel load plus 30% r impact, AASHTO "Standard Specification for Highway Bridges". (3) Conical Tons. Eccentric cone preferred. (4) Manhole Steps. When shown on plans, shall be solidly cast in place or set with expanding grout. (5) Shipment to job not allowed until units have cured sufficiently to prevent damage in handling. (6) Approval. Submit all details to Engineer and Owner for approval prior to manufacturer. TS-5.6.2 Setting Precast Rings:Rings may be set either on a previously poured,properly cured base slab or may be blocked in place with solid concrete blocks while the base slab is poured around the first ring. Rings shall be set with the bells up. Butter both bell and spigot ends with pre-mixed sewer joint mastic compound,as approved by the Engineer. and set the next section in place. Wipe joint smooth on the inside and fill all ,joints inside and out. Watertight joints will be required. Where precast manholes are constructed in existing or proposed streets.3 courses of r brick shall be placed between the precast cone and the casting. TS-6 CONCRETE: TS-6.1 General: ' TS-6.1.1 Description of Work Included: All concrete required on the project except precast material. ' TS-6.1.2 Qualitv Control: • 26 1 i TS-6.1.2.1 Supervision: 1. Provide full time superintendent on the project who is qualified and experienced in concrete construction. Superintendent shall direct all work in connection with concrete construction. 2. Finishers shall be ,journeymen concrete finishers experienced in concrete tfinish work. TS-6.1.2.2 Submittals: Contractor shall submit name and location of transit mix company for approval along with complete data on gradation and durability of aggregate, mix, additives and cement. TS-6.1.3 Product Handlins,: TS-6.1.3.1 Transit Mix: Concrete shall be handled and preserved in its "batched" proportion during transportation. Mixing time shall riot exceed 45 minutes and excess water shall not be added. Concrete improperly cared for or mixed in the truck longer than 45 minutes shall be disposed of away from the project. TS-6.1.3.2 Defective Concrete: Damaged or defective concrete shall be repaired or removed and ® replaced immediately as directed by the Engineer. TS-6.2 Materials: ' TS-6.2.1 General: 1. All concrete used in the project shall be furnished by a reputable permanent concrete plant using transit mix trucks. The plant shall be located within a reasonable distance from the project so travel time is 30 minutes or less. Supplier shall have adequate bins that weigh material by approved scale system. The supplier shall have an adequate number of modern trucks to insure delivery of concrete as required for placing schedule. Supplier shall be subject to approval of the Engineer. 2. The contractor shall use whatever means necessary to insure concrete delivered to the project is properly batched with approved kinds and quantities of materials. 3. A copy of the delivery ticket for each load of concrete shall be provided the inspector as each truck is unloaded. Delivery ticket shall include the ' following information: (1) Name of concrete company (2) Serial number of ticket ?7 (3) Date (4) Number of truck (5) Name and location of job (6) Identification of concrete mix delivered (7) Volume of concrete in truck (8) Time concrete was loaded (9) Amount of water added at plant TS-6.2.2 Cement: All cement shall be 'Type I Portland Cement conforming to ASTM C-150. All concrete for curb and gutter and concrete pavement shall contain not less than 6.5 sacks cement per cubic yard. All other concrete shall contain not less than 5.8 sacks cement per cubic yard. ' TS-6.2.3 Fine Aggregate: Fine aggregate shall consist of natural sand conforming to ASTM C- 33. Sand shall be well graded.washed. clean sand from the Missouri River Class I or , equal and shall conform to the following sieve analysis: Sieve Size Percent Passim! ' 3/8 inch 100 No. 4 95-100 No. 20 40-75 , No. 50 5-30 No. 100 0-10 The sand shall not have more than 35%retained between any two consecutive sieve sizes. Fineness modulus shall not be less than 2.5 nor more than 3.1. The amount of deleterious substances in fine aggregate. each determined on ' independent samples complying with the grading requirements of Division 3, shall not exceed the following limits: Table 1 . Limits for Deleterious Substances in Fine Aggregate for Concrete: Maximum percent by ' Item Weiuht of Total Sample Clay Lumps 0.25 Material , Finer than No. 200 Sieve 2.00 Coal & Lignite 0.25 Sticks. Leaves d;. Other Deleterious Material 0.25 , Fine aggregate shall be free of injurious amounts of organic impurities. Except as herein provided. aggregates subjected to ASTM test No. C40-56T for organic , 29 impurities and producing a color darker than the standard shall be rejected. Fine aggregate shall be fee of material that could react harmfully with alkalies in the cement. If such materials are present in injurious amounts,the fine aggregate shall be ' rejected, or shall be used with cement containing less than 0.6 percent alkali calculated as sodium oxide or with the addition of a material that has been shown to inhibit undue expansion due to the alkali-aggregate reaction. Except as provided above fine aggregate►re gate subjected to five cycles of the soundness P P b6 €� .l y test(ASTN C88-59T),shall show a loss,weighted in accordance with the grading of ' a sample complying with the limitations set forth above,not greater than 10%when sodium sulfate is used or 15% when magnesium is used. TS-6.2.4 Course Aggregate: Course aggregate shall be crushed limestone produced from the Callaway formation or equal having an estimated history of sound material and shall be approved by the Engineer. Furnish soundness test results for approval of source. Coarse aggregate source shall not contain chert deposits. Gradation Sieve Size Percent Passins, I 1/2 inch 100 ® l inch 95-100 1/2 inch 25-60 No. 4 0-8 INo. 10 0-3 I Satisfactory experience record shown for durability. other wise pass soundness test ASTM C88-5 cycles using magnesium sulfate without splitting or losing more than t15% weight. Contractor shall arrange and pay for testing if adequate history is not available. TS-6.2.5 Water: Water for mixing and curing,concrete shall be clean.and free from injurious amounts of sewage. oil, acid,alkali, salt or organic matter. Only potable water shall be used. I TS-6.2.6 Concrete Mix: All concrete for the project shall conform to the design mix listed in the table below. The concrete mix shall include air entrainment not to exceed 7 percent air: Maximum aggregate size I inch • Maximum water 250 lb/cy I W/C weight ratio (max.) 0.450 2 c� Cement -6.5 sacks per cubic yard for curb & gutter and pavement ' -5.8 sacks per cubic yard for all others ' The contractor shall furnish laboratory design mix for the approved materials. Water reducing and air entraining agents shall be subject to Engineer's approval. TS-6.3 Construction Requirements: ' TS-6.3.1 Preparation: TS-6.3.1.1 General: 1. Clean all forms and correct all find grade damage. 2. Wet down all subgrades. 3. Verify all needed equipment for placing concrete is on hand:Vibrators,crane or pump,tremies, flumes, finishing equipment. , 4. All keyways are to be in place. 5. Dry up excavation if any water is present. 6. Have cold weather equipment on hand if applicable. , 7. Notify Engineer at least 24 hours in advance of placing concrete. TS-6.3.2 Placing Concrete: t TS-63.2.1 General: ' 1. All concrete shall be placed in a manner and with adequate equipment which shall be subject to the Engineer's approval. Equipment for placing concrete ' shall include flumes,tremi es.cranes or concrete pumps for placing concrete: hand tool and finishing equipment for manipulation as needed. 2. Concrete shall be placed in a logical sequence that will permit efficient operation. but shall provide structural continuity and strength required. Placing sequence shall be subject to general approval by the Engineer. 3. Flumes shall not be used at slopes flatter than 4 5 degrees. Concrete pumping equipment shall be designed for the purpose - shall be subject to approval by ' the Engineer. • 4. Subgrade shall have been fine graded and moistened prior to placing 30 concrete. Forms and keyways shall be carefully cleaned prior to placing concrete. Concrete shall be placed in locations not to exceed 12 feet apart. Placing shall be a continuous operation using a heavy duty vibrator. 5. Tremies required for depth greater than 6 foot. 6. In case of pending inclement weather, prepare temporary covers to protect freshly placed and Finished surfaces from surface damage. Protect for 12 hours. 7. Embedded screeds may he used unless otherwise called for. Screeds shall be accurately set and held in place by solid steel rods with mechanical clamps for attaching screed. Wood screed supports shall not be used. Screeds must be removed and voids filled while concrete is plastic. ' 8. Reduce coarse aggregate in first lift above cold construction joint. 9. Keep working face of concrete "alive" and plastic. 10. Avoid other vibrating. i1 l. Do not transport. concrete in form with vibrator. 12. Place concrete uniformly at spacing not to exceed 10 feet. 1 TS-6.3.2? Slump: Hold slump as low as possible to allow proper placement of concrete. ' Maximum slump for curb. curb and gutter. and concrete pavement shall be 3 inches. All other concrete shall have a 4 inch maximum slump. TS-63.2.3 Cold Weather Requirements; 1. Do not place concrete on ice or frozen subgrade. 2. Do not place concrete at temperature below 20' F unless covered and heated. ' 3. When temperature is or is forecast below 40'F,the following are required: a. Heat water - 150" F maximum b. Heat aggregate to frost fi-ee temperature. ' C. Temperature of concrete regulated to the following schedule: • Air Temperature Concrete Temperature 3l 30 to 40 70 to 80 20 to 30 80 to 100 d. Cover, protect, and heat to 70' F air temperatures when heated concrete is required. C. Preserve and maintain moist curing conditions when heating. , f. Admixtures for cold weather purposes are not approved. TS-6.3.2.4 Hot Weather: 1. Concrete exposed to direct weather shall mri be laced at temperatures above P P P 100" F. 2. Cover,protect acid cool work as required to maintain concrete below 100°F. TS-6.33 Finishing Concrete: TS-6.3.3.1 General: • 1. All slabs, walks and decks shall be sloped uniformly to drain to finish grade, and must drain completely. 2. Finish shall be of specified texture and uniform in color and appearance. Approval of finish is required on first concrete placed. 3. All voids in slabs and horizontal surfaces are to be filled during finishing operation. Voids in forms surfaces are to be repaired immediately at the time , forms are removed. 4. Avoid over-finishing, late finishing. re-watering, and other techniques that may cause "crazing". 5. Provide adequate manpower and equipment for finishing prior to placing concrete. 6. Initiate curing process as soon as surface strength will pein-fit. , TS-6.3.3.2 Formed Surfaces Exposed to View: , 1. Remove forms as soon as curing and strength development permits. • 2. Remove the cones where applicable and fill with sand cement grout. r 3� ' 3. Break off all "fins"; grind as required for uniform appearance. 4. Grind all form "off-set" where concrete will be visible after construction is complete. 5. Chisel all loose material in "honeycomb" areas until only solid concrete exists. Fill void with grout. Cure 5 days. 1 TS-6.3.3.3 Pavement: All concrete shall be finished monolithically. No "topping" or "plastering". Sidewalks and curb and gutter shall receive a light broom finish. See Section TS-8 for finish of Concrete street pavement. ' TS-6.3.3.4 Construction .Joints: All keyed and other construction joints shall be constructed as shown or.the plans. Keyway required unless otherwise shown. ' TS-6.4 Curing: TS-6.4.1 General: 1. All concrete is to be cured a minimum of 5 days after placing and finishing or 5 days after repairing. 2. Protect all concrete surfaces from damage during and after curing period. TS-6.4.2 Formed Surfaces: ' r' adequate f 1 i aces days. 1. Forms are ad quat �i lef i� place d } ' 2. Cover top with 6 mil Polyethylene sheet. 3. If forms are removed to "stone" finish or repair concrete. cover with polyethylene sheets. Anchor in place. eTS-6.4.3 Walks. Curb and Gutter. and Pavement: 1. Spray liquid membrane (ASTM - "Standard Specifications for Liquid ' Membrane- Forming Compounds for Curing Concrete".Designation C-309, current edition). e2. Follow manufacturer's directions for sprayed liquid membrane. • 3. Protect surface from damage. ' 33 TS-6.5 Defective Work: TS-6.5.1 General: 1. Defective concrete work shall be removed and replaced immediately. ' 2. Work built outside tolerances shall be considered defective. 3. Concrete of inadequate strength or having surface conditions indicating poor durability such as crazing, severe "map cracking". crumbling, or other ' evidence shall be considered defective. 4. Engineer shall be notified immediately when such conditions become apparent. TS-6.5.2 Renairint : 1 1. Repairing of minor faults such as small "honeycomb"areas and voids may be patched. Repairs shall be made as described in TS-6.3.3.2 above. 2. Cure patched areas 5 days. TS-6.6 Joints: ' 1 . Joints shall be constructed as shown on the plans. Unless shown on the plans. joints shall not be constructed unless approved by the Engineer. ' Where water stop is specified in joins, water stop shall be securely fixed in place to prevent voids or"foldover" of water stop. Vibrate around water stop to insure watertight seal with no voids. , '. All construction joints shall be made with canted 2x4 at least 2 1/2 inches from wall face. All construction joint contact surfaces shall be finished with ' wood float finish. 3. All horizontal construction joints shall incorporate 2x4 in keyway. Finish surface of joints with wood float. 4. Contraction joints shall be sawed to a depth equal to one-quarter of the thickness of the concrete. Unless otherwise indicated on the plans, r contraction joints shall be spaced at a maximum distance of 12 feet each way for concrete pavement. Contraction joints shall be at approximately 10 foot intervals. Joints in curb and gutter shall line up with sawed joints in concrete ' Pavement. 34 TS-7 ASPHALTIC CONCRETE: TS-7.1 General: This work shall consist of the construction of asphaltic concrete base. and ' surface course as shown (in the plans and specified herein, TS-7.2 Standard Specification: All work of this section shall be in accordance with the referenced portions of"Missouri Standard Specifications for Highway Construction" 1986 Edition published by the Missouri State Highway and Transportation Commission, except as modified here. TS-7.3 Asphaltic Concrete Rase: 'I'S-7.3.1 Subgrade shall he prepared as speci f ied in Section 'I'S-2. TS-7.3.'' Material: Materials shall conform to Standard Specifications Section 301.2, TS-7.3.3 Mixture:The mix shall conform to the requirements of Section 301.3 Asphalt cement content shall be in the range of 3 to 6 percent. Marshall Properties ® Stability 1200 Min. Flow 8 to 6 rTS-7.3.3.1 Section 301.3.2 shall be chanaed to read as follows: Prior to preparing any of the mixture on the project. the Contractor shall obtain. in the presence of the Engineer, representative samples of asphaltic cement and mineral aggregates for tests. The samples of material shall be of the size designated by the Engineer and shall be submitted to an approved laboratory for testing. 'file Contractor shall also submit for the Engineer's approval. a job-inix formula for each mixture to be supplied for the project., No mixture will he accepted for use until the job-mi:: formula for the project is approved by the Engineer. The job-mix formula shall he within the master range specified for the particular type of asphaltic concrete. and shall include the type and sources of all materials.the gradations ofthe aggregates.the relative quantity of each ingredient. and shall state a definite percentage for cash sieve fraction of aggregate and for asphaltic cement. No job-mix formula will be approved which does not permit.within the limits ofthe master range. the 1`611 tolerances specified for asphalt cement and for material passing the No. 200 sieve. The job-mix formula approved ' for each mixture sllall be in effect Uiltil modified in M'i'lting by the Engineer. When satisfactory results or other conditions make it necessary. or should a source of material be changed. a new job-nlix forillllla nlay he required. The Engineer may make adjustments in the fob-mix formula in order that tile 111ixtUre meets established criteria ofthe Marshall mix desiun. The maximuill time ajob-mix will be used will he two (2) construction seasons, TS-7.3.3? Omit Section 301.3.6. 301 .3.7, 301.3.7.1. and 301.4. d! TS-7.3.3.3 Commercial Mixture: A commercial mix may be used if approved by the Engineer. To request approval of a commercial mix.the Contractor shall submit to the Engineer the proposed mix proportions. sources of materials. Marshall properties.and a list of projects on which it has been used. TS-7.3.4 Construction Requirements: TS-7.3.4.1 Weather Limitations: Bituminous mixtures shall not be placed(1)when either the air ' temperature or the temperature of the surface on which the mixture is to be placed is below 40° F. (except that base courses 3 inches or more in thickness may be placed when the air temperature is 35` F. (3) on any wet or frozen surface. or (3) when weather conditions prevent the proper handling or finishing of the mixture. Mixture shall not be placed during inclement weather. TS-7.3.4.3 Asphalt Plant: The asphalt plant or plants shall meet the requirements or Standard Specifications Section 301.6. Plant calibration shall be the sole responsibility of the ' Contractor. TS-73.4.3 Preparation of the Mixture: Preparation of the mixture shall be in accordance with applicable portions of'Standard Specifications Section 404.6.3.1 through 404.6.3. Transportation of the mixture shall conform to Standard Specifications Section 301.8. An adequate number of trucks to provide constant supple of mix to the laying machine shall be used. The location of the plant shall he close enough to the project that excessive cooling does not occur. The provisions of Standard Specifications 301.0 and 404.63 shall he met. TS-7.3.4.4 Spreading_ the Mixture: Asphaltic mixtures shall he spread in accordance with Standard Specifications Section 301.9 and 301.9.1. Allowance shall be made for the slope oftlhe outside edge so that the finished top dimensions match those shown on the plans. The curb and nutter shall be used as a grade reference for the automatic screed control. TS-73.4.5 Compaction: Rolling shall begin as soon as practicable after the spreading. The Contractor shall submit to the Engineer the rolling system he proposes to use or the compaction of the mixture. Rollers shall be in good condition. capable of'operation Without backlash. Steel wheel rollers shall he equipped with scrapers. All rollers shall have a functioning water system for moistening each roller or wheel. Base course shall be compacted to 95%') of lahorau)ry density. Surface coarse shall be compacted to of laboratorc density. 36 1 TS-7.4 Asphaltic Concrete: This work shall consist of asphaltic concrete surface course. TS-7.4.1 Materials: Material shall conform to the applicable sections of Standard Specifications for Highway Construction, Sections 401, 403, and TS-7.3.3.1 for ' Grade T", Grade "D" and Type T" except as modified hereto. ' TS-7.4.2.1 Gradation Max Desired Max Desired Gradation Limit Gradation Limit Gradation Passing Grade C Grade C Grade D Grade D 3/4" sieve 100 100 100 10O '/2" 80-100 88 95-100 100 No. 4 40-65 52 60-90 70 No. 10 30-55 40 35-65 45 No. 40 8-25 18 10-30 20 No. 200 4-12 8 4-12 8 ® TS-7.4.2.1 Gradation NOTE: The gradations ofl*the aggregates will he determined from samples taken from the hot bins. 11 Type C" Pass 3/4-inch sieve 100 Pass 3/4-inch sieve, retained on 1/2 -inch sieve 0 3 Pass 1/2-inch sieve, retained 3/8-inch sieve 25 Pass 3/8-inch sieve, retained on No. 4 sieve 20 45 Pass No. 4 sieve, retained on No. 10 sieve 7 20 Pass No. 10 sieve, retained on No. 40 sieve 7 20 ' Pass No. 40 sieve. retained on No. 80 sieve 5 20 Pass No. 80 sieve, retained on No. 200 sieve 3 18 Pass No. 200 sieve 4 10 ' Asphalt Cement 3.5 7 T'5-7.4.2? AaareLate for Asphaltic Concrete: Shall conform to the applicable sections of the Standard Specifications for Highway construction with the additional requirement • that supplier shall crush and stockpile 50%o of the needed approved aggregates prior to placement of any asphaltic base or pavement. ' 37 TS-7.4.3 Construction Reauirentents: Construction requirements shall be specified in TS-7.3.4 as amended herein. TS-7.4.3.1 Weather Limitations: Weather limitations shall he as specified in TS-73.4.1 except ' that no asphaltic concrete shall be placed when the temperature of the air or the surface on which the asphalt will he placed is less than 40" 1'. TS-7.4.3.2 Sn�re.nding: Spreading of the mixture shall he in accordance with Sections TS-7.3.4.4 ' ex.;ept that automatic screed control shall not he used on the surface source unless directed by the Fngineer. ' TS-7.4.3.3 Commercial Mixture: A commercial mixture may he approved f'or this work in accordance with TS-7.33.2. TS-7.S pack Coat: A 'Pack Coat will be required over all existing pavement to be overlaid and between each lift of the new asphaltic concrete pavement unless the preceding lift has been protected from all dirt and traffic sines: its placement. Tack Coat will be placed after cleaning and preparing of the surface is complete. Application rate will generally he 0.10 to 0.15 gallon per square yard as directed by the Engineer. Tack coat material shall he RC-70. SS-1 or SS-111 unless otherwise • approved by the Engineer. ' There will he no direct payment for tack coat. This work will he considered subsidiary to the asphaltic concrete pavement or base. TS-7.6 Measurement and 1'avment: Measurement will be made for the various type of ' pavement as per the itemized hid lorm. Where existing pavement is being overlaid. payment will be for Base Leveling, Course per ton and for Surfaec Course per square yard as shown on plans. Where all new pavement is to he constructed. payment will be made per square yard , of full-depth base and surface course per typical section. Paynncnt will include all costs of cleaning existing pavement or previously laid lifts and all costs of'tack coat. TS-S IIORTI.AND C:'I:?Mf N' C ONC'RI"IT' PAVl?MVN_I_': ' TS-h.1 Portland Cement Concrete: The wort: shall confornn to the referenced portions of' , "Missouri Standard Specifications" as modified herein. TS-8.1.1 Materials: Materials shall confornn to Section 501 .2 of the"Standard Specifications" • as modified herein. ' r Tinting material as specified in Section 1056 will not be used. 501 2.2 Mix Design. r Delete Section 501.2.2.1 and Section 501 2.2.2. 501 .2.2.3 Use Class A sand only. Mix shall contain not less than 6.5 sacks of cement per cubic ,yard, 7 , � 7 501 .2.4 Consistent}. Delete slump table and paragraph 501.2.4.1. ' Hold slump as low as possible to allow proper placement of concrete. Maximum slump for pavement. curb. or curb and gutter shall be 3". ' All concrete shall he air entrained in accordance with Section 501.7 including paragraphs 501,7.1 through 501.7.3. Air content shall be between 4% and 7%. All concrete for curb and gutter and concrete pavement shall contain not less than 6.5 sacks cement per cubic yard. Actual mix design shall be prepared and submitted by the Contractor to the Engineer for his approval. Submittal shall include source and properties of all aggregate. source of cement. ' proportions used. slump. air content and results of' breaks of 5 test cylinders. Cylinders shall be broken as follows: 2 at 7 days 3 at 29 days Prior to starting project. contractor shall obtain in the presence of the Engineer. representative samples of cement,fine and course aggregates f or test. The samples of material shall be of the sire designated by the Engineer and shall be submitted to an approved laboratory for testing. The Contractor shall submit for the Engineer's approval each .lob-Mix formula. The maximum time a.lob-Mix will he used will be ' 2 construction seasons. Minimum compressive strength, based on ASTM designation C-39. C-31. and C- ' 192. 2900 psi at 7 days and 4000 psi at 29 days laboratory cured. 131ii, less for job cured cylinders. ' Concrete may he either central mixed and delivered in approved trucks or may be truck mixed. Total elapsed time from time of combination of water and cement until all of'that 39 batch is placed shall not exceed one hour. The use of calcium chloride will not be permitted. Other admixtures may be used only if approved by the Engineer. r TS-8.2 Portland Cement Concrete Pavement: This wori: shall conforni to "Standard Specifications" Section 502 and substitute the following: ' TS-8.2.1 Materials: Delete the last sentence, of Section 502.2 and substitute the following: Contractor will conform to the requirements of the preceding section of these specifications. Delete Sections 503.3.1, 502.3.2, and 502.3.2.1. Delete Sections 502.3.4. 5023.5. 502.3.6, and 5033.7. Delete Section 502.3.9 through 502.3.1 3.2. Section 502.3.16 shall be changed to read as follows: Auxiliary Equipment 5 hall he available at all times as follows: a) Two or more 10-foot straight edges of an approved type. Blades shall he ® O replaced when edges become wave or warped. b) Immediately following the machine floating and while the concrete is still plastic,the contractor steal l test the pavement surface for trueness by means oi' a 10-foot straightedge ira contact with the concrete surface parallel to the pavement centerline. and drawing the straightedge lightly across the surface. Advance along the pavement shall be in successive stages of the more than one-half the length of the straightedge, All variations shall be eliminated by ' filling depressions with Freshly mixed concrete.or striking off projections,and the areas so corrected shall be consolidated and refinished by means of a long-handled float. ' C) Sufficient burlap, waterproof paper. or plastic film for the protection of the pavement in case of rain or breakdown of'curing, equipment, d) Joint Seal shall conform to Section 1 7 of the 1980 Missouri Standard Specifications for I-lighwaY Construction. Hand placement and finishing US specified in Section 502.10.() will be permitted. TS-8?.2 Construelion Requirements: • Delivery tickets shall be provided the inspector in accordance with Section TS-6?.1 r 40 of this specification. Delete Section 502.53. iSection 502.6 - C.onditioninc of Subg;rade. 1?eferences to other sections shall he references to those Sections as amended by these Specifications, ODelete Section 5.02.7 and paragraph 50',7.1 . Delete Section 502.9 and paragraphs 502.0.1 and 502.9.2. Delete Section 502.10.7- Station Numbers. Section 502.10.9 ]-land Finishing will be permitted on the project. 502.16 Slip Form Construction. This type: of construction will be allowed on this project. The provisions of Section 502.10 and the succeeding paragraphs as amended herein shall apply. References to other sections of the Missouri Highway Specifications shall refer to those sections as modified by these specifications. t502.16.1 Subgrade and Base. Delete all references to aggregate base. Pavement shall be placed on earth subgrade and the paver and check template shall also operate on • the subgradc. Delete Section 502.17 and paragraphs 502.17.1 through 502.17.5. Gores will not be drilled on this project unless required by the Engineer. This will only be done if doubt as to the actual thickness exists. ' Normally edge thickness will be used as it rough check on constructed thickness. Pavement thickness will be considered to be design thickness. TS-8.23 Measurement and Pavment shall he in accordance with Sections 502.18 and 502.19 of the Standard Specifications as amended by the following: if cores are taken and the thickness found to he deficient the provisions of'502.19.1 through 502.193 shall apple with the exception of Type "A" curb and gutwr (see typical section for end details and thickness) which shall be measured on the hasis of linear feet constructed. Payment shall he continuous through residential drive approaches and shall include the hooking up of existing house drains that now extend to the street. ' TS-9 LAWN REPAIR AND SEEDING: TS-9.1 General: All areas disturbed by the construction shall he seeded or sodded except for tpaved areas. See plans for areas to be sodded. 'I'S-9? Bluegrass Sodding: Sod shall he planted in accordance with the following ' requirements. 41 • Sod shall be of the best quality and when placed, shall be live fresh growing grass , with sufficient soil adhering to the roots. Sod shall be procured from areas where the soil is fertile and contains a high percentage of loamy topsoil and from areas that are predominately bluegrass and that have been grazed or mowed sufficiently to form a dense turf. Source of soil shall he approved by the Engineer before cutting and harvesting. ' The sod shall be transplanted within 24 hours from the time it is harvested unless it is stacked at its destination in a manner satisfactory to the Engineer. All sod in stacks shall be kept moist and protected from exposure to the sun and from freezing. In no event shall more than one week elapse between the time of cutting and planting of the sod. Before placing or depositing sod on areas to be sodded. all shaping and dressing of the areas shall have been completed to the satisfaction of the Engineer, Top soil as specified in shaping an dressing. commercial fertilizer. grade 12-24-24. shall be applied uniformly at a rate of not less than 350 pounds per acre and harrowed lightly. Sodding shall follow immediately, After planting. the sod shall he watered and , mowed as required until completion and acceptance of the entire work. No sodding shall be done during the period from .June 1 to September 1, unless the planting • ' season is extended By the engineer. TS-9.3 Seedins,: After shaping,placim,4" of topsoil.and dressing of'areas to be seeded have ' been approved by the Engineer, a commercial fertilizer, grade 12-24-24. shall be applied at a rate of not less than 350 pounds per acre. The area shall be prepared to receive the seed mixture by using a disc spiker or other suitable implement. Seed , shall then be spread at the specified rate by drill, by hand seeder.by Brillion seeder, or by other approved seeders. Seeding shall not be done during windy weather. or when the ground is frozen, muddy, or otherwise in a non-tillable condition. An established grass cover shall be provided on all areas requiring seeding. Irrigation. mulching, mowing. and any other operation necessary to provide an acceptable grass cover shall be provided by the contractor at no additional cost to the Owner. Seed shall he applied at the rate ol'300 pounds per acre. The seed shall be composed of a mixture of 6Mo "Derhy" Rye grass, 20%o creeping fescue. and 2Mo Bluegrass, Bluegrass may be either Ram 1. Touchdown. or Glade. Seeded areas shall he mulched with straw at a rate of 1 .5 tons per acre. 'fhe contractor may at his option and at no additional cost to the Owner.provide , p p de sod as specified herein in lieu of seeding in and, or all areas required to be seeded. r 42 Protection and Repair: The seeded area shall be free of traffic. if at any time before acceptance becomes Bullied or otherwise damaged, or the seeding has been damaged or destroved, the affected portion shall be repaired to reestablish the specified ' condition prior to the acceptance of the; work. TS-9.4 Submittals: TS-9.4.1 The contractor shall furnish certifications in triplicate from the supplier or manufacturer of seeds, sods, fertilizers and all other materials furnished in accordance with the requirements of this Section. The certifications shall state that each material supplied is in accordance with these Specifications and with specifically named state laws and regulations. The certifications shall have attached inspection or test reports of governing state agencies applicable to the lot or lots of material supplied. TS-9.5 Method of Measurement: TS-9.5.1 Definition of Grading Limit: The term "grading limit" as used in this Article, shall mean any of the following: ® (a) The location of a line determined by the interspection of the cut or fill slopes shown on the Plans with the existing surface,plus allowance for rounding at such intersection as shown on the Plans. During the course of the work the Engineer may direct that the grading limit be elsewhere than as determined by the foregoing, and. in such case, the grading limit will be at the location as directed by the Engineer. (b) For structures placed in excavations and for pipes in trenches, five (5) feet ' outside a vertical plane through the outermost surfaces of the neat lines of such structures or of the pipes. ' TS-9.5.2 Seedin-1: Measurement will be made of'the area seeded(horizontal measurement)to the nearest l/10 acre. Measurement will not be made beyond a line 5 feet outside the grading limit. TS-9.5.3 Sodding: Measurement will be made of the areas sodded slo e measurement ( p )to the nearest square yard. Measurement will not be made beyond a line 2 feet outside the ' grading limit. TS-9.6 Basis of Pavment: TS-9.6.1 Seedine Sodding: The amount of completed and accepted work. measured as p p provided shall be paid for at the contract unit price bid per acre for seeding and at the ' contract unit price bid per square yard for sodding. 43 TS-10 REiNFORC:ED CON CRI TI? 1OI iBLE' BOX C1. 1INFR 1'S_AND RF PAINING WALi,S TS-10.1 General: These items shall he bid cm the lump SUM basis to include: the necessary excavation and the disposal of any excess excavation material From the channel to allow construction of the proposed structures and all materials and labor to complete the construction of a 1 1 x Q Reinf(rrced Concrete Double Box Culvert and all Retaining Walls acCording to the plans and specifications, `I'5-10.2 Reinforced Steel for Concrete StrL1Ct rCS: All reinforcing steel to be used for this structure shall he deformed bars meeting the t_ b requirements of the following: Grade 60 ASTM a 615-70 Deformed 13illett Steel Bars Concrete Reinfirreenlent. Reinforcing steel shall he protected front damage at all times. When placed in the work. it shall he free from dirt. oil. paint. grease. loose mills scale. thick rust and other foreign substances. Reinforcement Fier the top slab shall be held securely in correct position by means of approved metal bar supports and ties. Bars in the top slab shall he tied at each lap or crossings or closer. Care shall he taken to maintain proper clearance between the Forms and the reinforcement. S The steel shall he tied in correct position and inspected bel'orc any concrete is placed. Such inspection will not relieve the contractor of his responsibility For constructing the unit in accordance with the plans. TS-10.; Forming: Forms for concrete shall be built true to the lines and grades designated and be mortar-tight and of sound materials adequate to prevent distortion during the placing and curing of concrete. All concrete shall he formed unless otherwise specified. if during or after placing the concrete. the Firrnls sag or bulge. the concrete affected shall be removed. the forms realigned and ne"!concrete placed. Construction camber to take care of shrinkage or settlement impairing the strength of the structure by the reduction of depth will not he permitted. The forms shall he designed fora fluid pressure of 150 pounds per cubic Foot on ' horizontal surfaces and 30 pounds per sduare foot on yertical Surfaces for•impact and vibration. TS_10.3.1 Face Lumber of forms firr exposed surfaces of concrete shall present a smooth ' dressed surface frce of loose knots. knot holes. and other defects. The spacing of' supports and the thickness of face Il1111IM'shall have a nlirlinlunl nominal thickness of one inch for solid lumber or 5/8 inch for plywood. Fornl materials shall be placed • with horizontal joints. Triangular molding. smooth on three sides and having 3/4 inch width oil each of the two form sides. shall be used to bevel all exposed edges of, 44 the structure, except where special bevels are shown on the plans. TS-10.3.? Dorms Re-used shall be in good condition. Form lumber which is unsatisfactory in any respect shall not he used. 15-10.3.3 Design and Construction I' Forms pernlnt their removal without dama ge to the concrete. Cofferdam braces or struts which will extend through any exposed concrete section will not he permitted. Dorms under copings and around offsets may be given a draft of not more than one inch per foot to permit removal without damage 1 to the concrete, For narrow walls where access to the bottoms of the farms is not otherwise obtainable, an opening shall he provided so that chips, dirt. sawdust, or other extraneous material nnny he removed immediately prior to placing. concrete. TS-10.3.4 _Pies ands readers and all metal appliances_ races used inside of forms to hold them to correct alignment and location shall he so constructed that after removal of Rams,the metal may be removed to a depth of at least one inch below the surface of the concrete. Metal tic rods used inside the forms where concrete will have an exposed surface shall he a type which will not produce a cavity at the surface of the concrete greater than 1-1 J? inches in diameter. Bolts and rods used as ties shall not be ® removed by pulling them through the concrete. Wire ties and pipe spreaders will not be permitted.and metal or wood spreaders which are separate from f ornl ties shall he removed as concrete is being placed. A bolt-through method of supporting forms for massive substructure units may be used with the approval of the Engineer. No form ties shall be embedded in concrete above the roadway surface on bridges. 'I'S-10.3.5 Cavities produced by the removal of metal tic rods shall be carefully filled with mortar composed of approximately one part cement to two parts sand. White cement shall he added to the mortar if necessary to obtain the required color. In order to reduce the shrinkage, no mortar shall he placed in the cavities until 45 minutes after tilt' Initial mixing. In lieu of the above, any approved non-sllrinking. non-staining type of mortar may he used. After the cavities are filled. the surface shall he left smooth. even. and uniform in C0101-and texture. Tic rod cavities in surfaces against t which backfill is to be placed shall be filled with mortar or in approved plastic compound meeting the requirements of'Section 10573. Patching of tic rod cavities in the interior surfaces of box grinders will not be required. TS-10.4 Portland Cement_ Concrete ' This item shall conform to the Missouri Standard Specifications for Flighway Construction, Class B concrete with a coarse aggregate classification of'Ciradation U, Osage River Gravel. Fine aggregate shall he Missouri River Sand. Class A. • It shall he a S.91 hag mix with un air content ol' four (4 > to seven (7) percent. 45 I Finish for bottom slab sliall be travel and finish firr top slab shall be broom. TS-10,5 Eaxcavation The contractor shall he responsible for excavation re(i aired to complete the proposed structures in place, 'file contractor shall establish ii sound bedding before pouring the bottom slab and footings. 'I'S-10.6 Testink, of'Portland C'enlent Concrete The contractor shall perform or have performed the following tests to insure the P f 1= strength of the structure when completed. Such tests in no way relieve the contractor of'his responsibility for the construction ofthis structure and its acceptance after final e inspection. (Payment for this item will be included under the bid item for Double 130x.) TS-10.6,1 SlutnT) Test: Slump 'Tests shall be taken during each pouring and shall not be less than 2 inches and not more than 4 inches, TS-10.6.2 Compression Test: Cylinders 0 inches in diameter and 12 inches in height shall be used in determining the compressive strength. The contractor shall make 1 cylinder per 25 cubic yards poured. TS-11 CRUSHED STONE DRIVEWAYS: ' TS-11.1 Crushed stone driveways shall be constructed in accordance with the details on the flans and with the requirements of'Missouri I-1 ighway Speci ficat.ions Section 304 for aggregate base course except that tile provisions for measurernent and payment therein shall not apply and except as modified in this section. TS-] 1.2 'I'��: Type 1 TS-11.3 The required thickness mtiy be compared in one layer. Required density of compaction shall he not less than ninety (90) percent, TS-11,4 Where practicable. utilize temporary surfacitIg material as subbase to improve , stability of crushed stone drives and to reduce a1110LIIII of added material required. 'I'S-1 1.5 Crushed stone drives shall be earCfull\' graded to drain. , T5',-1 l.6 Measurement of crushed stone drives shall be to the nearest 1 square yard, ' TS-11.7 Payment shall be at the unit price bid including .1111,11101'. equipment and materials to • construct the driveway complete including subgrade preparation. 40 TS-12 RIP RAY: TS-12.1 General: Rip rap shall be furnished where provided on the Plans or where otherwise rdirected. Rip rap shall be durable limestone meeting the requirements of'Missouri Highway Specifications Sections 611 .31. 611.32 and 611.33 for Type 2 Rock Blanket. 'File minimum layer thickness shall be one and one-half'(1 1/2) feet. The surface of rip rap shall be hush with the surrounding finished earth grade and grouted. ' TS-12.2 Inspection: The Contractor shall notify the Engineer of the source of'rip rap prior to its deliver}, in time to permit its inspection. TS-12.3 Measurement and Payment: Rip Rap will be measured complete and in place to the nearest square yard of surface area (slope measurement). Payment at the unit price bid will be full compensation for all costs of excavation and furnishing and placing rip rap as shown on the plans and specified herein. ' fS-13 ROCK EXCAVATION: TS-13.1 General: Should rock be encountered in two or more ledges, each ledge being more t than six (6) inches thick and with interlying strata of earth clay. shale, or gravel not more than twelve (12) inches thick in each stratum. the entire volume between the top ledge and bottom of the bottom ledge will be classified as rock. (See Article TS- ' 2 for detail specifications.) TS-13.2 Use of Explosives: When explosives are used in the prosecution of work. the ' Contractor shall use the utmost care to prevent injury to persons and property. All explosives shall be stored and used in a safe manner and in compliance with all existing statutes and ordinances and all places used for such storage shall be marked clearly"DANGEROUS EXPLOSIVES". 'File Contractor shall warn all persons in the vicinity of the danger area when explosives are being used. Tile Contractor shall save the Cite and its agents. officers. and employees harmless from any claim growing out of the use of such explosives. Removal of any item or material of any nature by blasting shall be done in such manner and at such time as to avoid damage affecting the integrity of' the design and to avoid damage to any new or existing structure included in or adjacent to the work. Unless the plans. special provisions,or the Engineer restricts such operation. it shall be the Contractor's responsibility to determine a method of operation to insure the desired results and the integrity of the completed work. Blasting will not be perrrtitted until a Contractor has obtained prior insurance and has obtained a permit from the City Fire Department. TS-13.3 Measurement and Payment • Rock excavation shall be bid on unit price per cubic yard and final payment shall be 47 based on field measurement. Rock is defined as being sandstone, limestone, chert. granite, sillstone, quartzite, slate, shale, occurring in its natural undisturbed state, hard and unweathered or similar material in masses more than 1 'Ar cubic yard in volume, in ledges six (6) inches or more in thickness. TS-14 SANITARY SEWER ADJUSTMENTS: TS-14.1 Adjusting and Rebuilding Manholes: TS-14.1.1 General: (a) Each existing storm or sanitary sewer manhole encountered within the grading limits, whether or not shown on the Plans, and which is to be left in service shall be raised or lowered to the nem- grade and slope. (b) All construction work in connection therewith shall be in accordance with the applicable details on the manhole sheet of the drawings. Manhole steps shall be properly reset and spaced. All new construction with brick shall be given a three-fourths (3/4) inch mortar coat on the outside. All new construction with brick or precast concrete shall be given one heave coat of coal tar paint. (c I In areas to be paved or surfaced the work shall be accomplished and protected ' in such a manner as to not create a traffic hazard and to provide for proper construction and compaction of the sub-grade and pavement adjacent to the , manhole. (d) Precautions shall be taken to drop no debris into the bottoms of manholes. , Any debris so dropped shall be immediately removed to prevent being washed dw nl the sewer line. (c) The Contractor shall verify for himself the types of' constriction of the existing manholes. TS-14.1? Lowerine Manholes: (a) Wherever possible. the manhole shall be lowered without resetting or rebuilding the cone (this will be classified as "Adjust Manhole to Grade"). utilizing one or both of the 1611owin_p, methods: , 1. Rernove existing straight neck brick or precast concrete ring sections and lower existing cast iron ring, and cover. ?. Remove existing cast iron ring and furnish and set shallow type cast • iron ring. Type ). as shown on the Plans. (machined). or equivalent. 48 ® designed to receive existing cover. h When the required lowering is Treater than can be accomplished as s.eci6ed in the above subparagraph, the work will be classified as "Rebuild Manhole to Grade", which shall be accomplished by one of the following methods: 1. Precast concrete shall be removed and reset, removing one or more precast concrete rings below the cone, furnishing any necessary shallow depth straight concrete rings below the cone or concrete or cast iron adjusting rings above the cone. The existing cast iron ring and cover shall be reset, or, if necessary, a shallow type ring shal l be furnished as specified in Item 2 of'sub-paragraph S-14.1.2 (a). ' 2. Brick cones shall he torn down and rebuilt with brick. using eccentric or concentric cone as required to meet clearance conditions. An eccentric cone is preferred. 'paper on walls shall not be more than twelve ()2) horizontal to forty (40) vertical. The existing cast iron ring and cover shall be reset.or, if necessary,a shallow type ring shall he furnished as specified in Item 2 of subparagraph S-14.1.2 (a). TS-14.1.E Raisin), Manholes: • (a) Wherever possible. the manhole shall be raised without resetting or rebuildina the cone. This will be classified as "adjust Manhole to Grade". This shall be accomplished by adding adjusting rings of cast iron. precast rconcrete or brick: or an appropriate combination thereof. and resetting the existing cast iron ring and cover. ]'he maximum allowable height of straightneek section, measured to top of cast iron ring, shall be twenty-one (21) inches unless otherwise directed by the Engineer. (h) \Mhen the required raising is greater than can be accomplished as specified in the above subparagraph. the work will he classified as "I:cbuild Manhole to Grade". which shall be accomplished by one of the Collowing methods: Precast concrete cone shall he removed and reset.adding one or more precast concrete rings belovy the cone. furnishing any necessary concrete or cast iron adjusting rings above the cone. The existing cast iron ring and cover shall he reset. 1 2. Brick cones shall he torn (10"111,111d rebuilt with brick. using eccentric or concentric cone as required to meet clearance conditions. An eccentric cone is preferred. "paper on walls shall not be more than ' twelve (12) horizontal to forty (40) vertical. The existing cast iron • ring and cover shall he reset, ' TS-14.1.4 "The Contractor shall furnish all materials required (6r adjusting and rebuilding 40 0 manholes. Suitable materials salvaged from existing manholes may be reused as needed. If directed to replace any cast iron item found to be unsuitable through no fault of the Contractor, payment for the materials only will be made in accordance With the provisions of'Regulations of the Contract Article 1C-21. TS-15 UNDERDRAIN: TS-15.1 T General: 'file Contractor shall install underdrains where directed. None are shown on ' the Plans. He shall have an available soi.irce of underdrain materials so that they can be quickly obtained when it is determined where and if they are required. However, ' such materials shall not be ordered until directed by the Engineer. Underdrains shall be installed only at locations as directed by the Engineer. TS-15.2 Materials: 1 1. Pipe for Underdrain: "Missouri Highway Specifications" Section 1022. with r necessan- fittings. Pipe, fittings and shall be fully bituminous coated after fabrication in compliance with the requirements of AASI-10 M 190. Diameter of perforations after coating shall be not less than one-fourth (1/4) , inch. 2. Ai�gregate for Underdrain: Natural sand. meeting the requirements for line Aggregate. MC1I1 Section 4. TS-15.3 Installation: r 1. Installation of underdrains shall be in accordance with the details on the Plans, with "Missouri Highway Specifications" Sections 605.11. 605.12.1. 005.13.2, 605.13.3, and 605.13.4. and in accordance with the following items. ' 2. Underdrains will generally be discharged to the nearest storm sewer pipe or structure or to the nearest ditch, Outicl in storm sevver shall prelciably he in upper two thirds(2,'31 of pipe height: in Glitches. a minimum of six (6)inches above bottom of,ditch. 3. Break into storm sewer or drainage structure and grout underdrain in pipe I into as for branch connection as shown on the Plans. Use granular (ill beneath underdrain pipe to hottom o(' storm sewer trench or structtn•e excavation. 4. A section of'non-perforated pipe. of length as,specified by the Engineer. shall , be installed at the outlet end. • 5. Seal around underdrain with clay scar outlet ends to confine water in the ' 5(► ® pipe. 6. Aggregate b re gate for underdrain shall be compacted to final settlement b ondin P y p b iTS-15.4 Measurement and Payment: Underdrain ripe shall be measured per linear foot complete including trenching, installation. granular fill and backfill. TS-l6 PAVEMENT MARKING: TS-16.1 Scone: Furnish and apply white and yellow thermoplastic reflectorized pavement marking materials as indicated on the plans. Cold applied type shall be used for all markings and shall consist of a homogenous, extruded.. prefabricated material of specified thickness and width, which shall contain reflective glass spheres uniformly distributed throughout the cross section.and shall 1 be applied to the pavement Surface by means of a pre-coated adhesive and pressure.;. TS-16.2 Materials: TS-16.2.1 General: a) Materials will be considered only from manufacturers of reflectorized plastic pavement markers and legends. who can submit evidence of successful product use over the past five (5) years, under climatic conditions similar to that of the work location. ' b) Each work and symbol marking shall be supplied with a diagram with each section numbered to correspond with the completed layout. ' c) The plastic marker shall mold itsel f to pavement contours, breaks and faults. merely by traffic action at normal pavement temperatures. The plastic marker shall have resealing characteristics such that it will fuse with itself and with ' previously applied markings of' the same composition under normal conditions of'usc. TS-16?? Composition Requirements: a) As supplied. the plastic without pre-coated adhesive shall not be less than 0.06" in thickness. The edges shrill he clear cut and True. b) Plastic shall be supplied complete with a pre-coated adhesive and an easily removable backing shall protect the adhesive in storage and facilitate rapid • application. C) The plastic and its adhesive shall he Sufficiently free of tack so that it caul be 51 easily handled without the protective hacking, and be re-positioned on the surface to which it is to he applied. heforc permanently fixing it in this position with a downward pressure. "1'S-16.23 Physical Requirements: ' a) Hertel Test: The plastic shall be of'such v structure that at a temperature of 90` F., a piece of Y x G" (with hacking) placed upon a 1" diameter mandrel. ' may he bent over the mandrel until the end faces are parallel and 1 " apart. 'there shall he no Fracture lines apparent ill the uppermost surface by visual inspection. ' 1)1 ReseaI Test: Tlic plastic shall resod to itself when tested as specified. Cut 1" pieces of'plastic. Overlap these pieces face to face for an area or 1 sq. in. on a flat steel plate. with the hacking rnaterial remaining in place. Center a 1.000 gram weight over the I sq. in, overlap area. and place rn an oven at Ic)(1' 10� F. fir two (2) hour.~. After cooling to room temperature. the pieces shall not he separable with tearing. C) Olass Sphere Retention: The plastic shall have glass sphere retention ' qualities. A ?" x 6" specimen of plastic shall he cul at a right angle to the beveled edge and bent parallel to the beveled edge ofa r/1" mandrel. While the specimen is bent. a strip of lh," wide masking tape (such as l)tilitape. manufactured by Pernlacel) shall he applied firmly along the icngth of the area of rtlaxintum bend and then removed. Should any glass spheres remain on the masking tape when the strip is removed. the sample shall be rejected. d) Skid ReSiSlia 1CC: I'hc surface friction of'propc;tics oftllc plastic shall not be , less than a.`+ fi.l'.N.. when tested according to AS NCI F-301-66T. cl Lateral Shock Load 'I c_st: A x 0" plastic panel shall lie applied to a x 6" ' piece of carhorundtrm extra coarse truer\ cloth. or its equivalent, so that ?" x overlap occurs. Thc appliartiou shall he such that a pressure of 5(1 p.s.i. is placed on the panel for �O seconds. The overlap ends shall each he clamped with one end in a fixed position: a sudden load of 50 lbs. shall he applied vertically to the other end. l 11)(111 inuticdiatc IMICI release and examination. there shall he no noticcable slipping or Inrcturc•( ft}lc adhesive coating. This test shall hc• Conducted al a temperature of hem,ccn 70' L. and 80` F. fl Adhesive Shcar Strength: Specin►ens shall he tested ;according to the method , described in AS'1•M 1)-03: -61'1 as modified to test the adhesive shear strcrtgt.h. The samples shall hr prepcu•cd as follows: Plastic samples cut as described in paragraph 20'7-: .?(i). shall have applied to the adliesive face a 1" x piece of carhor undunl. exu•a course emery cloth. or its equivalent.so that there is I sq, ire, overlap at one encl of the plastic specimens. A pressure of j0 p.s.i, shall he applied over this area of o period of 30 seconds. Load shall , J' applied by gripping each end of the test piece in a suitable tensile test machine such as a Dillon or Scott Tester. The average of the load required to break the adhesive bond shall not be less than 10 lbs. The speed of testing shall be 0.25" per minute. The test shall be conducted at a temperature of between 70' F. and 90' F. TS-16.3 Submittals: I he Contractor shall furnish a manufacturer's c crt ifica ion in triplicate.attesting that all materials supplied confirm to the requirements of these Specifications. The certification shall include. or have attached, specific results of laboratory tests for the specified physical and chemical properties as determined from samples representative of the lot or lots of thermoplastic compound, glass spheres and reflectorized plastic marker material supplied. 7'S-16.4 Measuring; and Premarkin 1: The Contractor shall do all measuring rind pre-marking required for application of the pavement markings. TS-16.5.1 Application Requirements: Cold applied thermoplastic materials shall be applied to clear,dry pavement surfaces, free of dirt and foreign matter,by removing the release paper and placing the plastic on the surface with continuous pressure for a period of about 30 seconds, then permitting traffic to pass over it. The pavement temperature shall be 60° F. or over, unless special instructions are supplied by the nuuwfacturer for application at temperatures below 60° F. TS-16.5.2 The manufacturer shall supple detailed information concerning any special application procedures. Any necessary activators for the adhesives or various special coatings for different pavement surfaces shall be supplied. ' 7'S-16.6 Method of'Measurement: ' Measurements of the marking are given on the plans for informational use only. TS-16.7 Basis of Pavment: ' Payment for pavement markings will be made at the contract lump sum bid price and shall include all material, labor and incidental items necessary to complete the work Oas shown on the plans. • TS-17 OMITTED 53 TS-18 TRAFFIC SIGNALS: TS-18.1 General: All traffic control signal equipment, materials and construction methods ' relating thereto shall conform to Section 902. "'Traffic Signals"of Missouri Standard Specifications for I-tighway Construction. 1986,except as amended by the additions, deletions, and substitutions of this Article. Where any section of the Missouri Specifications is so modified, the unaltered provisions shall remain in effect. Whenever this Technical Specification shall conflict with the Plans. or the Missouri Standard Specifications, these Technical Specifications shall govern. TS-18.2 Scone: The work of this section shall consist of furnishing and installing traffic control signal equipment and materials as shown on the plans, as set out in these Technical Specifications and as directed by the Owner's authorized representative(s) to result in a complete and finished job. TS-18.3 Section 902.3. "Materials", of the Missouri Standard Specifications for 1-Iighway Construction is modified by adding the following paragraphs: A. Section 902.3.5.1. "Multi-Conductor Cable", shall be amended by the addition of the following: 1 s use u nd o ' A. an acceptable alternate the Contractor may ,c m Rico uct r cable meeting the requirements of International Municipal Signal Association, Inc. Specification No. 19-1 (1967) for Polyethylene- ' Insulated, Polyvinyl Chloride .lacketed Signal Cable. B. Section 902.3.53. "Induction Loop Detector Cable",shall be replaced by the ' following: 1 ) Induction loop detector cable shall be No. 14 AWG. TI IWN or , THI-IN, soft drawn. stranded copper wire encased in a 1/4-inch OD vinyl tube with a minimum wall thickness of 1/32-inch. 'FS-18.4 Section 902.4. "Equipment". of the Missouri Standard Specifications for Highway Construction is modified by adding the following paragraphs: A. Section 902.4.1. "Signal Heads" shall be amended by adding the following: 1 ) The housing, signal hardware. visors. louvers,and lenses may also be , polycarhonatc. 2) Lamps for signal section optical units shall be furbished by the ' • Contractor as Billows: 54 Lamps for 12-inch lenses shall be 150 watts. All other lamps shall be clear 116 watts. Signal lamps shall be minimum life rating of 8,000 hours,guaranteed ' by the manufacturer. Horizontally mounted lamps shall be installed with the open segment 1 of the filament Lip. B. Section 902.4.4, "Power Supply Assembly". shall be amended by adding the following: 1. The circuit breaker cabinet as detailed on the Plans for the power supply assembly shall be installed on the existing wood poles as shown on the Plans. TS-l 8.5 Section 902.5 "Construction Requirements",of the Missouri Standard Specifications for 1-14g_hwav Construction shall be amended by adding the following: A. Section 902.5.1, "Pull Boxes and Junction Boxes", shall be amended by the addition of the following: ' 1. Concrete pipe, meeting ASSFIO Specification Designation M86 for non-reinforced or M 170 Class III for reinforced of suitable length and ' diameter, and provide with cable hooks, may be substituted for other types of pull boxes with the approval of the Owner's authorized representative(s). 2. Expansion Cast ABS(Acrylonitrile-Butadicne Styrene)thermoplastic Manhole Rings and Lock Covers shall specifically not be allowed on this project. 3. Delete subsection 902.5.1.4. 4. Junction boxes shall be installed at locations shown on the Pl clI1S. They shall be of the sizes and designs as shown on the Plans. 1 5. The Contractor. at his option, may submit in writing to the Owner. pull box or junction box designs with materials, shapes, and dimensions deviating from those required by the plans and specifications for possible use on this project. The submittal and approval must be completed prior to including such deviating designs in the construction bid. OB. Section 902.5.3. "Conduit System". shall be amended by the addition the ' 55 oI following: I. Polyvinyl chloride pipe schedule 40. UL approved. may be used in lieu of rigid steel pipe. C. Section 902.5.7 "Wiring". shall be amended b y addin * the following: g J tr 1. The detector loop wire shall normally be No. 14 AWU. TFIWN, ' Stranded of a continuous length from the spliced connection to the pair of shielded conductors in the lead-in cable. The splices will be ' permitted in the length of loop wire beyond the lead-in cable spliced or controller terminal when the loop wire is connected directly to the controller terminals. The loop wire shall be protected by a flexible vinyl plastic tubing of 3/1 G inch ID.a minimum of 1/3?inch wall. 1/4 inch OD. The tubing shall be capable of resisting deterioration from oils and solvents. The tubing shall also be highly abrasion resistant and have a smooth bore. The wire shall be inserted into the vinyl plastic and placed into the slot with the number of turns as shown on the plans. or as directed by the Engineer. 'I'hc tubing shall be of continuous length from the point of splicing of the loop wire to the lead-in cable. No splices will be made in the tubing. '?. At the time of placing the loop wire in the sawed slots. the ends of the tubing shall be sealed to prevent any entrance of moisture into the tubing. 3. All lengths of loop wires and tubing that is not imbedded in the pavement shall be twisted with at least 5 turns per foot. including 1 lengths in conduits and handholes. 4. The electrical splice.between the loop lead-in to the controller and the loop wire shall also consist of providing a watertight protective covering for the spliced wires. the shielding on the loop lead-ins. and the end of the tubing containing the loop wires. The splice shall be made by the following method: a. Remove all lead-in cable coverings leaving four (4) inches insulated wire exposed. b. Remove the insulation from each conductor of a pair of lead- ' in cable conductors fiar one-half (1/2) inch and scrape both copper conductors with knife until bright. , C. Remove the plastic tubing from the loop wires for one and • one-half(1 1/2) inches. , 56 ' d. Remove the insulation from the loop wires for one half(1/2) inch and scrape both copper conductors with knife until bright. ' C. The conductors shall be connected by twisting together, soldering and covered with a screw-on wire connector. f. Center all conductors in a splicing mold. The mold shall be approved by the Engineer. g. Position the spliced wires in the center of the mold and fill the mold with a sealant. or epoxy-type resign. The sealant or epoxy-type resin used must be approved by the Engineer. It. Cover the exposed shielding, ground wire and end of any e unused loop lead-in where the sheathing was cut. by liquid silicone rubber. Apply Butyl Rubber Polymer Tape sealant between the wires and completely cover the silicone rubber. External surge protection is required on each loop detector which will • meet or exceed the following requirements: ' a. Unit must be a three tenninal device capable of protecting the detector against differential ('between the loop loads)surges, ' and against common mode (between leads and ground) surues. ' b. Unit must be of the inductive type with a maximum DC resistance of 150 milliohms. ' C. Unit inductance must be at least 4 millihenries. d. Unit must witlistand repeated 400 ampere surges. C. Unit must be a two stage device capable of clamping a 250 ' ampere surge to 20 volts within 40 nanoseconds. Surge applied across the two detector leads. 1'. Unit must clamp a 250 ampere common mode(between leads and ground) surge to 20 volts. 6. The controller cabinet must be furnished with a surge arrestor on the • AC service which meets or exceeds the fallowing requirements: ' a. Unit must be capable of'withstanding repeated 20.000 ampere 57 surges (minititum of'25). b. Unit must have internal to I 1(n1-current limiters (resistive i c elements), C, Uillt trust. Contain 3 active clamping stages minimum, d. Unit must self-extinguish within 9.3 milliseconds after trailing edge of'surge. C. Parallel impedance of 1 limiters must be less than .l 5 ohms. D Section 902,5.10, "fainting". shall be amended as follows: 1. All exterior metal parts of the signal heads. including mounting brackets and other hardware, except door fronts. inside and outside of visors. louvers,and backplates, shall be primed and painted with a standard Federal Yellow enamel. Door ('ro nts, inside and outside of visors, louvers, and backplates shall be painted flat black and in their entirety, except backplates constructed from black thermoplastic • , material. 2. Polycarbonatc components. if'used. shall be the same coloras specified for painted ►netal parts. TS-18.6 Traffic Signal Operation Policies: I, During the course of signal installation and until the signals are placed in ' operation. signal faces shall be cowered or turned away from approaching traffic, When ready for operation. they shall be securely fastened into position facing toward approaching traffic. After the signal installation is ' complete, the Contractor may put the signal in operation for test purposes only. Howeve►•. the signal shall not be put into permanent operation until authorization is given by the Owner's authorized rcpresentative(s). a. When the Contractor is certain the traffic signal controllerand control accessories arc working, properlN. and all signal equipment is properly , installed, he shall make an inspection appointment with the Owner's authorized representative(s), b. Afier a thorough inspection of'thr signal cduipment and installation. the Owner's authorized representauve(st may authorize the • Contractor to put the signal into permanent operation, "Phis aUthoi'1'lation will be given if all signal eduiprllent is working ' 5� properly, of if public safety and convenience warrants the operation of the signal before all corrections have been made. C. A written communication con irming the permanent signal operation authorization and the findings of the inspection shall be prepared by the Owner's authorized representative(s), The findings of the inspection may include the acceptance and approval of the signal or a list of signal or a list of'signal deficiencies to he corrected. d. if the inspection finding contain a list of signal deficiencies. the Contractor shall correct them as soon as possible. lfthc signal must be put on flashing operation or completely shut down to make the necessary correction.the Contractor must receive authorization from the Owner's authorized rcpresentative(s) before this action is taken. When the Contractor is certain al corrections have ben made he shall again make an inspection appointment with the Owner's authorized rcpresentative(s), After the final inspection of the signal. a written communication confirming the acceptance and approval of the signal ' shall be sent to the Contractor by the Owner's authorized representatives)at the end of the 1.5 consecutive days of operation of said equipment, TS-18.7 Guarantee and Maintenance: ' 1, General: a. The Contractor is required. until the end of the one year guarantee period covered by the Performance and Guarantee Bond to: ' 1. Guarantee all traffic control signals against defective equipment. materials. and workmanship. ' ?. Maintain all traffic control signals in connection with specific items enumerated in paragraph TS-14.7.2. ' b, This requirement applies to all traffic control signals under this contract. c. The intent is that at the end of the one (1 ) year guarantee period the Owner will have properly operating and serviceable traffic control signals: that defective equipment. materials and workmanship will ' have been corrected: and that any necessary maintenance in connection with specific items enumerated in paragraph TS-14.7.2 wether or riot due to defects in Contractor's materials and workmanship. will have been accomplished, All materials and 59 r r installation for such work will he a the C'ontractor's expense. r 2, Conditions Requiring Correction`: Any adverse conditions which affect the use, function, operation, quality or life of'thc traffic control signals shall he corrected. including the following: a. Traffic control signal equipment malfunctions: including, but not r limited to the following: signal controller malfunctions:vehicularand pedestrian detector malfunction: electrical cable malfunctions: and Cad= of'traffic signal units, poles and must arms: which affect the function and safe operation of the traffic control signals. h. Exclusions: "['lie following conditions arc excluded and are not considered the responsibility ol'the Contractor. 1. 'Traffic signal latlip replacement due to lamp burn-out. r 2. Damage to traffic control signal equipment and materials resulting from acts of vandalism. traffic accidents. natural disasters, or street cuts or excavation within the right-of-way of others. � r 3. General Requirements Ior Corrective and Maintenance Work: a. All corrective and maintenance wort; shall he done promptly upon notification by the Owner in order to prevent unnecessary inconvenience to the traveling public a:ld to minimize traffic safety hazards. b. All work shall he in accordance with these specifications and the ' highest standards and methods of the traffic control signal industry-. The Contractor shall submit his proposed methods and designation of equipment and materials to the Owner, for approval in advance of ' such work. TS-18.8 Submittals: The Contractor shall furnish. in triplicate, a list of equipment and materials to be installed. showing name of manufacturer. catalog or descriptive data. and shall furnish manufacturer's certificatio]Is. in triplicate attesting that all materials supplied conform to the requirements of'these Specifications. , TS-18.9 Field Lavout: All work covered by (his Section shall be done to the lilies shown on the Plans or as directed by the Owner's authorized representative(s). The Contractor ' shall be responsible for all field layout wort: subject the approval of the Owner's • authorized representative(s). 60 e 1 TS-1 8.10 Method of Measurement: Method of Measurement shall conform to Section 902.8, "Method of Measurement". of the 1986 Missouri Standard Specifications for Highway-Construction. ' TS-18.11 Basis of Payment: Accepted traffic control signals. measured as provided. shall be paid for at the Contract unit price for each of the pay items included in the.Proposal. No direct payment shall be made for any incidental items necessary to complete the ' work unless specifically provided as a pay item in the Contract. ' TS-19 OMITTED TS-20 FENCING TS-20.1. Removal and Re-setting� Fence: Wherever existing fences lie within the construction limits or wherever shown on the plans. the Contractor shall remove and store the fencing during the construction of that portion of the project that is in conflict with the fence. The Contractor shall take care not, to damage the fencing materials during this operation and shall be full), responsible for any damage to the fencing materials caused by his operations. Any damaged materials shall be replaced by the Contractor and at his sole expense with new material equal to that from which the fence was constructed. The fence shall be reconstructed in accordance with best accepted fencing practices, P 6P All posts shall be cleaned of'existing concrete and re-set in concrete. l �, 1 r�or to removing and fence the Contractor shall contact the property owners so that they may take necessary steps to confine any animals or children normally kept within the fence. ' It may be necessary for the Contractor to erect temporary fencing, during the period between the actual construction and the re-setting of the pennanent fence. Wherever this is necessar}, so that the property owner can retain normal use of'his yard. the Contractor shall provide and erect such temporary fencing at no cost to the Owner. Removal and re-setting of fence will he paid for at the unit price bid per linear foot. ' 'I'5-20.2 Temporary Fencing Wherever permanent fencing that is used to contain small children or animals must be removed to accommodate construction.the Contractor shall erect temporary fencing suitable to perf'Orin the fund ion of the.permanent fence until the permanent fence can be restored. ' The construction of the temporary fencing shall be coordinated with the propert-• 61 owner to cause as little inconvenience as possible. in no case shall such area he lent unfenced over a weekend or for more than one weekday. At the Contractor's option. materials from the existing fence may be used for the temporary fencing. Howevcr, the C;or�tractor will he full\, responsible for restoring the permanent fence in condition at least equal to that prior to construction. Tcmporar�, fencing will he subsidiary to the other items of construction. ' TS-21 CERTIFICATES OF COMPLIANCE: TS-?1.1 General: a. The Contractor shall suhmit. in triplicate. certificates of compliance from manufacturers. producers fabricators rind suppliers of` items to be incorporated ill the work attesting that all items and materials supplied in connection with the work conform to the requirements ofthe Specifications. as provided in the various sections of these Specifications. b. Whenever the items so certified deviate from the requirements of tile Specifications. Plans and other Contract Documents.then the Contractor shall point out such deviation in the letter of transmittal. Unless this procedure is ' followed and such deviations are specifically approved by the Engineer in writing.then the Engineer's approval of'such certifications will not constitute approval of'the deviations. ' C. Said certificates may he accepted by the Owner and Engineer as adequate evidence of compliance with the Contract DOCUments. Flowever, at its option, the Owner may test any or all of said items for compliance. If found to be in compliance with the Contract Documents. the cost oftestinu will be borne by the Owner. If found to be not ill compliance. the Contractor shall pay filr such testing. TS-21.2 I:ec uircmcnt,, I.or C'erlificatioil,,. Shop Drawings and Testing: ' It. Specific requirements lily certifications. shop ciniwinps and testing arc given ' ill the following stlbparagraphs. b. Manulactured items. as Billows. \611 reciclirc certificates ofcompliance. with ' shop drawings. catalog data or insulliation insirlictions where so indicated. 1. Reinforced concrete pipe. fittings and specials. (Shop drawings ' required for all fittings and specials. including 111-11.110) c01111c0t.ions. and riser manholes.) 62 2. Joint materials for reinforced concrete pipe. 3. Corrugated metal pipe and underdrain pipe, fittings and specials (Shop drawings required for same items as in item i above). 4. Ductile iron, cast iron, vitrified clay and copper pipe and fittings. 5. Brick and mortar. G. PreciLst concrete manholes and inlets. 7. Reinforcing; steel and welded wire fabric. 8. Metal work (Shop drawings required for fabricated items). ' 9, Iron castings. 10. Seed, 11. Sod(considered as manufactured material for compliance purposes). ® Engineer shall be given the opportunity to inspect and field prior to ' delivery to proJect. 12. Fertilizer. 13. Gabion baskets. 14. Fibercloth. C. Rock and sand products will require certificates of compliance, as follows: 1. Stone for gabion fill. d. Backfill: it is recognized that. due to mixing of type., of materials found in City construction, it may sometimes he difficult to correlate actual performance with test results. The Engineer may make notations of waiver ' on certain field moisture-density test reports when. in his ,judgment, the Specification requirements have been met on the basis of visual inspection ' and the test reports do not truly indicate the field condition. However. the Contractor will be fully responsible for Settlement of backfill as provided in Special Conditions Article SC-3. e. Concrete: • ' 1. The actual mix proportions shall he determined by the Contractor, 63 based on satisfactory experience with the proposed materials and MCIB mix. Mix proportions, typical test reports and complete data I on materials and plant, supporting their acceptability under the Specifications, shall be submitted to the Engineer in triplicate for concurrence before beginning concrete work. 2. Acceptance of Concrete For strength shall he as stipulated in Article , 5,02 of MCIB Section 5. 3. Air content shall be measured in accordance with the requirements of , ASTM C 173. 4. Visual inspections and tests f or performance of concrete may be made by the Engineer to satisfy himself that consistency. air content. minimum compressive strength. materials, gradation and cement content are in compliance with Specifications. Such inspections and , tests will be in accordance with MCIB Bulletin No. 6. "Concrete Inspection" and the applicable parts of MCIB Section 5. "Concrete Mix Design Tables". f. Asphaltic Concrete Mix: The provisions of item 1 of'Subparagraph S-21.4(e) shall apple to asphaltic concrete mix. except delete the reference to"MCIB". TS-21.3 Payment: No payment can be made to the Contractor unless the City is in receipt of Certificates of Compliance for all materials instal led to date. TS-22 SCi-IEDULE OF WORK , TS-22.1 General: Scheduling shall provide for- the least practical inconvenience to the traveling public and to residents along the project. TS-22? Submission and Concurrence: Beforc wort: is started. the Contractor shall prepare a detailed schedule of all construction operations that shall not only indicate the ' sequence of the work but also the time of startinu and completion of each part. The schedule shall be submitted to the Engineer For his concurrence. TS-22.3 Winter Shut Down: If the project is shin down over a winter. the area shall be lefi in a , safe,passably.. and accessible condition for the winter. The Con tractor shalI maintain traffic and access over the winter shutdo\�-n as provided in paragraph S-23.2. The Contractor shall maintain the project over the winter shutdown period in such manner that there will be no undue hardship or inconveniences to the neighborhood residents or traveling public. Manholes and valve boxes projecting above the base shall be ramped with temporary bituminous cold-mix or asphaltic concrete in order to • facilitate the City's sno,. plowing. Access shall he provided to all houses. 64 ' 'i'S-23 MAINTENANCE OF TRAFFIC AND ACCESS: TS-23.1 General: The Contractor shall conduct his work so as to interfere as little as possible with public travel, whether vehicular or pedestrian. Whenever it is necessary to cross, obstruct, or close roads, driveways and walks. whether public or private,the Contractor shall,at his own expense,provide and maintain suitable and safe Bridges, ' detours, or other temporary expedients for the accommodation of public and private travel,and shall give reasonable notice to owners of private drives before interfering with them;provided,however,that such maintenance of traffic is will not be required at any point where the Contractor has obtained permission from the owner and tenant of private property, or from the authority having jurisdiction over public property involved, to obstruct traffic at any designated point thereon and for the duration of whatever period of time as may be agreed upon. The Contractor will be required to make provisions for or maintain local traffic. lie will be expected to make reasonable effort to provide access to all drives whenever possible, and particularly when work is not in progress. He shall provide for emergency vehicle access to any point at all times. The Contractor shall present a work schedule and a plan for handling traffic for review before commencing a.ny work. TS-23.2 When Work Not In Progress: The work shall be cleaned up at the end of each working day. and temporary surfacing shall be placed such that access will be had to all driveways during the night.weekends,holidays.,und other days when work is not in progress and when the stage of the work does not directly interfere with the drive. The Engineer, at his discretion,may grant short-term exceptions to this requirement in connection with preparing sub-grade and paving. T'5-23.3 Contact Person: The Contractor shall designate a person (with phone number) who can be called by the City during the night, weekends, holidays, and other days when work is not in progress. The Contractor will he responsible. through this person,for ' making such temporary repairs during said periods as may be needed to meet the requirements of'paragraph S-23.2. TS-23.4 The provisions of MUTCD. Part V1. apply to this Contract. ' 'TS-24 TEMPORARY SURFACING Where required to provide access and when directed by the Engineer. tale Contractor shall ' provide temporary surfacing either of Crushed Stone for "Temporary porary Surfacing or o Asphaltic Concrete far Temporan' Surfacing as directed by the Engineer. Such temporary pavements shall be maintained by the Contractor in a safe. reasonably smooth condition as long as they are. in use. Crushed stone for temporary Surfacing shall meet the requirements of 65 paragraph 1007.2 of Missouri Highway Specifications for Type 2 Aggregate. Gradation A unless the Engineer agrees to a different gradation because of site conditions. Asphaltic concrete for temporary surfacing shall be Type 1 base as specified in Article 23, Payment for temporary surfacing shall he at the unit price hid per ton of material. Measurement will be on the basis of delivery tickets. TS-25 DUST CON"IRO1, Adequate precaution shall he taken to insure that excessive dust does not become airborne during construction. The Contractor shall comply with any regulations of the Missouri Air Conservation Con1n issnon or federal governnlent which apply to this matter in the geographical area ofthe work. The determination as to whether excessive dust is becoming airborne shall be by the Engineer. When directed by the Fngineer, the Contractor shall bike appropriate dust control measures satisfactory to the Lngineer. No separate payment will he made for performing dust control or for applying water for this purpose. TS-26 13ROPi=:R'I'1' C'ORNi-RRS AN17 MONI 1M1:NTAT'ION: It shall by the responsibility of the Contractor to protect all property lot corners and land survey corners and accessories. Should it be necessary to disturb any such monument, whether stake, pin. bar. disk. box. or other. it remains the responsibility of the Contractor to ' reference such markers prior to removal, reset them, Auld file such relocations or monument.ation documents as the law requires. Any such references. removal, replacement and certification of monuments shall he performed by a licensed engineer or land surveyor. TS-27 CLEANUP: , TS-27.1 The Contractor shall not allow the site of the work to become littered with trash and waste material. but shall maintain the site in a neat and orderly condition during the progress of the work. 'file Contractor shall.as directed by the Engineer.remove from all public and private property, at his own expense. all temporary structures, rubbish and waste materials resulting from his operation. ' TS-27? The Contractor shall open and clean all existing ditches and culverts within the right- of-way and casements, leavinu them free from all excess mud or silt, drift. brush. or debris of any kind prior to final acceptance. 'rile Contractor shall clean up all dirt from paved surfiaecs. not allowing ran-w to pack on the roadway or create a traffic , nuisance. No direct paynnent will be inadC for work within the scope of this Article. TS-28 TRAFFIC SIGNS. S'I"(-)I' SIGNS. ANI) STItHET SIGNS: ' All existing traffic signs, stop signs and street signs In the way of the work shall he carefully removed by the Contractor in accordance with the requirements of ' MLJTCD. The required function of'stop signs shall he preserved by the contractor whenever a street is open to traffic. All signs shall be re-installed following; the 66 construction, No separate payment will be made for this work. TS-29 DOWNSPOUT DRAINS: TS-29.1 General: This work shall include connecting existing downspout drains through and into the proposed curb,curb and gutter,or storm sewer facility, The location of some downspout drains may be shown on the plans, but other drains may exist that are not shown. The contractors shall be responsible to connect all downspout drains regardless of whether they are shown on the plans. TS-29.2 Construction Methods: The contractor shall exercise care in removing existing facilities so as to minimize damage to existing drains, Generally,new material of the ' same diameter as the existing drain shall be used, As approved by the owner. the removed pipe may be cleaned and re-used, 'I 5-29.3 No Direct Payment: All work associated with connecting downspout drains through P b or into the proposed curb, curb and gutter. or storm sewer facility shall be subsidiary to the item to which it is connected. No direct payment will be made. ® TS-30 SUBSIDIARY ITEMS: There are small items of work specified herein or that are incidental to the other construction for which no bid items are given. These items and any item for which no bid item is given 1 shall be considered subsidiary and their cost shall be included in the bid price of other related items of work. i • ' 67 0 a U C) ° ° r ?_ I _a co z O c > w ce w d 6i CL Nlw „9 ri d LLJ -J w�.� :7 d � ZU Q (n O _ _ O <t U= O ` Q � F �m r c� U) J u a ° w '- NIW ..9 Q U w LA Q LL. a �) J F- 1 U U Q LLJ C) 11J m J Y w j Y L.L.J w w _o CL U n: O U LLJ a v' L) nm ° ►- < t� b M cn z v Z crZ< m F - [if m 0 3 O w r Q _ Qa � Cn z ao O <r v w z o m w w cn cn F — ¢ 1 of w 0 > m w _ � ° 0_ Q U Z Z Q mw UUd. � �- } c ~ � QQ Q z w r�_ Q f- u s Niw „g �1 �- U U z Z F— W < O � C1✓ Q O O Ca f a �. O U �'� O CK Z T a !— f— LL- V) 00 W p z w c 6 G ' X wOX °o w o . W w O w w T �d NIW „9 c_ ` U L..° CL' `LLI� _ 'NIW „9 Q T Z K 'H 8/l U O - C) oi,4��)0 ' U4U Z Q — u H ~ Fw-- QX r Q U O �`� SHEETsNUP i F:\STANDARD\STANDARDS ON 8,5x11\SS - 1, Street Repalr.dwg 1/6/2005 11:28:36 AM CST RAMPS ARE TO BE PAID FOR ON THE BASIS LANDING (2X MAX. Z OF PER SQUARE YARD INSTALLED IN PLACE. 3/8" DEEP X 3116" WIDE RAMP WIDTH 013E ANY DIRECTION) _O TOOOLED GROOVE (TYP.) 4' (MIN.)- E � DEWALK re U �N• ssj i d o B G WALK d d (er Jae d z /rte a ' A. D. A. w APPROVED o ALL RAMPS SHOWN AR RAMP E TYPE 1 O Z 11 11 L TYPE 3 RAMP rn CL W W x D ARTERIAL STREET^ RAM 1 J O O ARTERIAL RAMPS STREET O a4 Q O Z TYPE 2 p, TYPE 3 HEAVY TRAFFIC ON ARTERIAL STREET A RAMPS RA P NO TRAFFIC SIGNAL SIGNALIZED INTERSECTION B TYPICAL RAMP TREATMENTS tN ?e u t u o a N L ' ALL RAMPS SHOWN ARTERIAL ARE TYPE 3 STREET ALL RAWS SI ON N F- r RESIDENTIAL AM TYPE I STREET w 05 TRAFFIC CONTROL ON BOTH STREETS a WIDE SIDEWALKS c NORMAL TREATMENT IN RESIDENTIAL D AREA KKEEE�Pp EE A�55 W ' SHORTOASSPOSSIBLE 9 u n W i LEGEND �Z cr f/I SIDEWALK RAMP ,s TYPE 1 r�A Ps SIDEWALK RAMP LOWER SIDEWALK AS TYPE 2. u� NECESSARY TO MEET RAMP SLOPE SIDEWALK RAMP 5H71 ER MAY BE USED ONLY WHERE TRAFFIC TYPE 3 VOLUME IS LOW AND WHERE OTHER FEATURES MAKE DETAIL "D" .:"� IMPRACTICAL E PAC F:\STANDARD\STANDARDS ON 8.5x11\CG — 4, Sidewalk Ramp 1.dwg 1/5/2005 2:05:33 PM CST z PLACE EXPANSION JOINT AT BACK OF CURB LINE OR AT SIDEWALK LINE PAVEMENT C&G RAMP SIDEWALK u 4 B BI I I z Z 0 MAXIMUM DESIRABLE ' ?F c RAMP SLOPE-1'/it REINFORCEMENT -/ft) (ABSOLUTE41 1/2 AS IN ADJACENT CURB & GUTTER A PLAN VIE SECTION "A" 6i RAMP "DTH 751— -1 2. ' 2.5F I ' 4' MIN. z - I 111111111111111.11H11111 III][ 11,ul ................................................ ... ........ 7Mgm FM 2 t SECTION "C" SECTION "B" o r) be 0 ' t/'1 Vl z o 0 NOTES: 1 EXPANSION JOINTS SHALL BE PLACED IN SIDEWALKS AS FOLLOWS: IN LONG RUNS, EXPANSION JOINTS SHALL BE 112" PREMOLDED JOINT FILLER (NONEXTRUDING, TYPE B), AT A MAXIMUM SPACING OF 125'. THIS SAME JOINT SHOULD BE USED AT SIDEWALK JUNCTIONS AS SHOWN IN TYPICAL PLAN. WHERE SIDEWALK IS SHOWN TO BE CONSTRUCTED AT BACK OF AN ENTRANCE, IT SHALL BE 6" THICK WITH WELDED WIRE MESH REINFORCEMENT OF THE SAME GAUGE & SPACING OF WIRES AS IN ENTRANCE PAVEMENT, AS SHOWN IN THE DIAGRAM ABOVE. WHERE THE SIDEWALK IS PARALLEL& ADJACENT TO A RIGD STRRCTURE, A 112" PREMOLDED z w1i 6 t, JOUINT FILLER (NONEXTRUDING, TYPE B) SHALL BE USED. i L 0 SIDEWALK SHALL SLOPE TOWARD THE STREET AT THE RATE OF 1 /4" PER FOOT, WHERE NECESSARY t4 0.j J, W MAY BE DEPRESSED OR SLOPED TO FIT ALLEYS & ENTRANCES AS SHOWN ON THE PLANS OR AS W DIRECTED BY THE ENGINEER. WHERE THE END OF THE SIDEWALK ABUTS A CURB, A 112" PREMOLDED JOINT FILLER (NONEXTRUDING, TYPE B) SHALL BE USED. �;LQ)U oil ----- StIELMNUMBER PAG,E---16, F:\STAND ARD\STAND ARDS ON 8.5x11\CG - 5, Sidewalk Romp 2,dwg 1/5/2005 2:14:05 PM CST z D-1 PLACE EXPANSION JOINT AT BACK Or CURB PAVEMENT C&C RAMP SIDEWALK U z S, rwhK LINE OR AT SIDEWALK IJNL 4- < MAXIMUM DESIRABLE j RAMP SLOPE-I"/ft REINFORCEMENT VIII 7AS cif REINFO (ABSOLUTE-1 1/2-/ft) IN ADJACENT CURB— & GUTTER PLAN VIEW SECTION RAMP WIDTH 4' MIN. z -J < P. im SECTION "E" rn ca LLJ z SIDEWALK RAMP TYPE_ 2 < 0 -- --cnzmcmnanrnrrinaianmr� 0 SECTION "F" 0 cl PAVEMENT C&G RAMP T SIDEWALK ... ............ 4 REINFORCEMENT MAXIMUM DESIRABLE . ..... . ....... AS IN ADJACENT VAMP SLOPE-I'/ft CURB & CUTTER (ABSOLUTE=l 1/2-/ft) z w Ij SECTION "G" I- 0 L6 u J PLACE EXPANSION JOINT >W 4� AT BACK or CURB W I LINE, OR AT SIDEWALK 0>- LINE 2.6' RAMP WIDTH 2.5' C) w T (4- MIN) —1 F T' 1, Lau= 0 0 U SIDEWALK t:f S11 >-- u .... SIDEWALK NQTF-' SlIECT'44UMBER TYPE 3 TO BE USED WHERE SIDEWALK RAMP OCCUPIES ENTIRE AREA BETWEEN CURB AND PROPERTY LINE. PLAN VIEW TYP E 3 SECTION "H" PAGE:' TF:\STANDARD\STANDARDS ON 8.5XI1\CG 6, Sidewalk Romp 3.dwg 1/5/2005 2:40:38 PM CST r Z APPROVED RAMP NOTES: 0 r 1. MINIMUM CLEAR WIDTH Oft MINIMUM WIDTH OF CONT'INOUS PASSAGE ALONG LENGTH OF A SIDEWALK SHALL BE 36". O 2. THE CROSS SLOPE OF A SIDEWALK SHALL BE 2% (114" PER 12"). THE 2% SLOPE CAN BE TOWARD THE STREET OR AWAY FROM THE STREET AS LONG AS POSITIVE DRAINAGE IS MAINTAINED. Q 7_ 3, CURB RAMPS SHALL HAVE A MINIMUM WIDTH OF 48", EXCLUSIVE OF FLARED SIDES, THE CURB RAMPS 0 r SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 1:12. IN INSTANCES WHERE AN INTERSECTION WALK "1 ABUTS THE FLARED SIDE OF A RAMP. THE SLOPE OF THE FLARED SIDE SHALL BE A MAXIMUM OF 1:10. 4. A LANDING THE WIDTH OF THE CURB RAMP AND 4' IN LENGTH SHALL BE CONSTRUCTED AT THE TOP OF CURB RAMPS. THE SLOPE OF THE LANDING SHALL_ NOT EXCEED 2 '%IN ANY DIRECTION. 6j 5. CURB RAMPS APPROACHING STEETS FOR THE PLIRPOSF OF PERMITTING ACCESS BETWEEN PEDESTRIAN O ' ANDVEHICULAR AREAS SHALL BE CONSTRUCTED AS TO PROVIDE A DETECTABLE WARNING AREA THAT- 0 CONTRASTS VISUALLY WITH THE ADJOINING SURFACES, THE ENTIRE CURB RAMP INCLUDING THE FLARES z SHALL BE CONSTRUCTED OF COLORED PORTLAND CEMENT CONCRETE. THE SURFACE OF THE RAMP AND FLARES SHALL HAVE TOOLED GROOVES SPACED APPROXIMATELY 6 INCHES ON CENTER PERPENDICULAR TO THE CENTERLINE OF THE RAMP. THE GROOVES SHALL BE APPROXIMATELY 3/8" IN DEPTH AND 1" APPROXIMATELY 3/16"WIDE. THE RAMP SURFACE SHALL BE FINISHED WITH A NON-SLIP BROOM FINISH. z a.. p � O Y Q J p Q Z r O l/1 1/1 r SIDEWALK RAMP NOTES: V O O DETAILS SHOWN ON PLAN APPLY TO ALL CONSTRUCTION OR RECONSTRUCTION OF STREETS, CURBS OR SIDEWALKS. CURB CUT RAMPS ARE TO BE LOCATED AS SFIOWN ON THE ' PLANS OR AS DIRECTED BY THE ENGINEER. RAMPS SHALL BE PROVIDED AT ALL CORNERS OF STREET INTERSECTIONS WHERE THERE IS r EXISTING OR PROPOSED SIDEWALK & CURB. RAMPS SHALL ALSO BE PROVIDED AT WALLK LOCATIONS IN MID—BOCK IN 'FHE VICINITIES OF HOSPITALS, MEDICAL_ CENTERS, ATHLETIC STADIUMS, & SCHOOLS. r SURFACE TEXTURE OF THE RAMP SHALL_ BE THAT OBTAINED BY A COARSE: BROOMING, TRANSVERSE TO THE SLOPE OF THE RAMP. W ' SIDEWALKS SHALL BE RAMPED WHERE THE DRIVEWAY CURB IS EXTENDED ACROSS THE WALK. �ao o . CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE RAMP, FREE OF SAGS & SHORT L..W GRADE CHANGES. IF POSSIBLE, DRAINAGE STRUCTURES SHOULD NOT BE PLACED IN LINE WITH RAMPS, EXCEPT 'Boll:: i ul WHERE EXISTING DRAINAGE STRUCTURES ARE BEING UTILIZED IN THE NEW CONSTRUCTION, �na ' LOCATION OF A RAMP SHOULD 1-AKE PRECEDENCE OVER LOCATION OF DRAIANGE STRUCTURES. I u USE OF TYPE 2 SIDEWALK RAMPS SHALL BE RESTRICTED TO LOCATIONS WHERE IT IS NOT FEASIBLE sH�slNUMaeH ' TO USE TYPE 1 OR 3. ylw�t t^ THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE RAMP. y.•- rF:\STANDARD\STANDARDS ON 4.5x11\CG — 7, SldeWalk Ramp 4.dWq 1/5/2005 2:43:05 PM CST 41 z m o Q� U 1 w f�v1 LPz>in w Z w 3 a = z S W a 7 O ,9 a-,Z W °� a X X ° L>J tr (LEn w U z iil 0 IN ' XO LA U O zor U)z rill wis w� °a� �j U� w w Q II II Ii i a a y U U f w Q D C0 CD L G w w il t � D a N r Q < C� O C- vf"i 3� zll.3 �0 l►mod 41 U cy Q u Q 3ONV61N3 3J ° m I 1V 1NIOf NOUOY INOD � U L� a z a _I tJl (Y L' i LJ R s z Q to L7-C i CC 3 M ti �a < U C-) LLJ � ?_ �v` �`P,`6 O LL fr M w O U_J Z N / O T_ M }lY J Q J �w to M Q a n- a r p x � � m z U w "U � r t` 0. N _�_ °� �W� M Oa, MU ( L> j�u _G¢ _) �O' L r a EL �3w. 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EXPANSION JOINTS 3/4' LIP BOTTOM OF CURB Q Q O SECTION A--A W w G ogtn LENGTH VARIES,(SEE PLANS) 2'`6 2 ' rAr AS rrne APPROACH FLARED WING A• As EDGE OF p[ O I r-vfml t gran /PAVEMENT U a• 11" APRON GRADE VARIES, SEE DRIVE PROFILES n SS EXPANSION JOINT SUFl�cftApE FOR DRIVE APPROACH SHALL BE Ii GRADED UNIFORMLY. THICKNESS OF FLARED WING SHALL TRANSI110N CONCRETE PAVEMENT 5/a' SMOOTH UNIFORMLY FROM a' TO 12'. NON-REINFORCED DOWELS G' APPROACH RISE SECTION B—'E3 FROM FLOWUNE OF CURB TYPICAL. SECTIO,R-.ESID . TIAl- TYPE R--2) ENTRANCE MATCH - __ DIMENSION VARIES,ACCORDING EXISTING PAVEMENT TO RADIUS —2--b- 2 (4" MIN.) f EDGE OF PAVEMENT F r DIMENSION VARIG5 ACCORDING I 1'-11"� z ' TO RADIUS I . o° J VI V/W4 �. w Lo: ' APRON GRADE VARIES, CONCRETE PAVEMENT 5/8" SMOOTH_ SEE DRIVE PROFILES DOWELS z° NON-REINFORCED (6" TYP.) of F ' TYPICAL SECTIO N u COMMERCIAL uI(TYPE U TRA CE srF t��+It ek �,P�►� ,;26� F:\STANDARD\STANDARDS ON 9.6x11\CC - 8, Resldentl°I 1/13/2005 12:46:62 PM CST Z O E R u a o z Q 1 1/2" DEEP 3/4-R ——' -- ..� 6„_” I 1/4-R O CONSTRUCTION JOINTS (1 1/2" R) 1 (1/2-R) AT 10' CENTERS FORMED 11 FACE FILLET rs ' .4 FT • w Q " �COt�C q 12"** 6"* "• �p UR & GUTYEt),,,.`5//8" SMOOTH DOWEL' • 5., - A f-EXPANWPN. JOINTS, O 30 1 9/16" D ( ) ALTERNATE DIMENSION u w a * 6" MIN.- MATCH PAVEMENT Q Q THICKNESS OF P.C.C. PAVEMENT. nw l7 Z ** 12" MIN.- INCREASE BY SAME Q NOTES: AMOUNT GU - TTER PAN INCREASES, 1 1. EXPANSION JOINTS SHALL BE INSTALLED AT CURB RETURN RADIUS POINTS AND AT DRIVE APPROACHES, THESE 1/2" FELT EXPANSION JOINTS SHALL HAVE 5/8" x 18" SMOOTH DOWELS, THESE: DOWELS SHALL BE GREASED AND WRAPPED ON ONE END WITH 5 EXPANSION TUBES. ' 2, CONSTRUCTION JOINTS MAY BE SAWED, OR PRE-FORMED, TYPICAL DRIVE PROFILE$ 10' REINFORCING REQUIREMENTS �W� *� g"- FOR PCC PAVEMENT: u ELEVATION OF DRIVE MUST BE NO LOWER THAN 1. a4 DEFORMED BARS, 24" LONG AT 30" CENTERS FOR (n i i THE GUTTER LINE AT 10' AND NO HIGHER THAN LONGITUDINAL CONSTRUCTION JOINTS, 1.0 18" ABOVE GUTTER LINE AT 10' 2. M4 DEFORMED CARS, 24" LONG AT 12" CENTERS FOR 10' TRANSVERSE CONSTRUCTION JOINTS, ._`� � �{ z 3 3. #4 DEFORMED BARS 24" LONG AT 30" CENTERS FOR of ��o SAWED OR F'REMULDED t_ONGITUDINAL JOINTS. ' 4. IF CURB AND GUTTER POURED SEPERATELY - N4 u 6 DEFORMED BARS, 24" LONG AT 30" CENTERS. 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W i (n Z U U Ll < �'0 W Q Q Z F Z W W Z i W U U °� U lY c'.1 ■ T.v O~ cn U Z of -7—0 z o v D 2 W O �u� Q f- �, U Ce v U ul --- - W U O O U J ¢ Q LZ SHEZ W Q Q m g!b (l O W Ld F:\STANDARD\STANDARDS ON 6.5x11\SW - 14, Type A 2.dwg 1/6/2005 2:09:10 PIS CST O r� r :— 4• OF POINT "L' + 12" , 3'xa"x3/n' � ./��OF/ EDOf. z a E I TT. 0 3 4" SPAR AT SPA AT 3 4' �. YU� --3/4'� Fs. 1/4' ♦ NAIL OR RULT 11a.0 II 12' O�j' 12' 3/4" R HANGER ROD ` 1•_p• TRAM RUO U • 3 AT 1'-10' FOR L •-4'-D" 4 AT 1'-10 6/8" FOR L •-G'-0- 7/8.011OU t/� O 5 A'r 1'-11' FOR L -•8'-0" �] 7 AT 1'-0 3/8' FOR L •-11'-0" �11/�• z ___ 21/z• a 6' 0 -3/4' 0 TRASH ROD 4 z 2' 2- NOTE: NAILS OR BOLTS USED TO '--12-2•x2•X3/a•LxO'-•E`LO ON 112' PLATE 0 ANCHOR L TO FORM SHALL OC REMOVED OR CUT OFF FLUSH W/SURFACE OFI. CENTER SUPPORT DETAIL- � FRONT ELEVATION �� 1 t L1J Flap N�SYAU/4 RF21A ON I— e`C[NTM OWT GAS V ERE •Qr OOWUCT PTN M ANCHOR OARS Q SPA. AT SP . AT 2. O 12' 8' 121 na/n6 wsTkL z JLLI '7�-71 To vo^TTou l 1/4- v t amp 3/4• ra J ANCIIOII ARS 1 1/?' J -TH 994 O ANCHORS FOR L - 4'-0• W� 8 ANCHORS FOR L - O'-0' 2 318-PLAN VIEW 10 ANCHORS FOR 1. - z#.4D"'-oRM1D 9• Fuu. BUTT WELD w W a 13 ANCHORS FOR L- 11'-0' ANCHOR AT 12' J C1 Q 10!_FULL BUTT 1M:LD HANGER T 40TH) z w 3/4'f(SMOOTH) TRASI4 ROD < r Z EDGE ANGLE ASSEMBLY NOTES' SECTION u u I<- 1. EDGE ANGLE ASSEMBLY SHALL BE STRUCTURAL STEEL, o ca N EXPOSED STEEL SURFACES SHALL BE FINISHED SMOOTH AND HOT DIP GALVANIZED AFTER FABRICATION. 2. WHERE CENTER SUPPORT IS REQUIRED FOR L=8'-0" & 11'-0", SHIM UNDER THE CENTER SUPPORT PLATE AS NEEDED & SPADE CONCRETE SOLID UNDER BASE ANGLES. ----_ 3- K 2""X 1/42 ' X 3- B LONG 3'-0' 3- CONSTRUCTION JOINT IN CURB & GUTTER ' FOR L=4': 3 SPA. O 8 7/8' 2'-2 5/8' FOR L=6'; 5 SPA. O 10 1/8" 4'-2 5/8" 0. FOR L=8'; 7 SPA. O 10 11/16" = 6'-2 13/16" u 0061 GUTTER DEFLECTORS DETAIL � a L..p J Y INLET 6 6 e• of � LENGTH A B C D o DEFLECTORS E —T- LENGTH / cu -�— ----— L_4'-O' G' �t'-0' 6 G• 1 6/A' SHEET'NUER 10 4- 10 •BEVEL DEFLECTOR CHANNEL ��!! _ �• "1 'PAGE: 36 (USE DEFLECTOR ONLY WERE INDICATED ON PLANS.) "1"; ' F:\STANDARD\STANDARDS ON B.6xll\SW - 3, Edge Angle - Gutter Dallactora.dwg 1/6/2005 2:22:60 PM CST �F:... SQNSTRUCI]ON SEQUENCE MIN. EXCAVATED z 1. PLACE BEDDING MATERIAL TO TRENCH WIDTH 0 2, COMPACT BEDDING OUTSIDE THE a MIDDLE THIRD OF THE PIPE. GROUND SURFACE u 3. INSTALL. PIPE TO GRADE. _,. 4, PLACE AND COMPACT THE -"�^ HAUNCH AREA UP TO THE % FINAL SPRINGLINE. UNDISTURBED \l BACKFILL Z z 5. COMPLETE BACKFILL ACCORDING EARTH �' TO SPECIFICATIONS. Z '' GRANULAR BACKFILL O 1 (6" MIN. ABOVE TOP v1 OF PIPE) �., HAUNCHING TO LEGEND i` SPRINGLNE OF PIPE o o a o 0 0 o� oo o °o o LL Y 000 o %o o = UNDISTURBED SOIL �' ,:,�; 'l;,� ., %'r< GRANULAR o--T MATERIAL B[DDINC UNDISTURBED EARTH 0 Z TYPICAL TRE H DETAIL FOR H.D.P.E. PIPE INSTALLATIOI4 ALL H.D.P.E. PIPE SHALL HAVE WATER TIGHT GASKET CONNECTIONS TABLE I w CORRUGATED POLYETHYLENE CIRCULAR PIPE 0 SPECIFIED DIA MIN OVERFILL - MAX OVERFILL _ TRENCH^WIDTH w OF PIPE (IN.) HEIGHT (FT) HEIGHT* (FT) (IN.) MAXIMUM OVERFILL o 12 1 �--3e- - ----34-- MEASURED FROM THE TOP LL' z 15 1 __ - �`- e_"- _ _—_-_3is - OF PIPE TO SURFACE. a_ 18 1 --- -40 -- _---_ 44 d. N 24 1 40 54 30 1 40— 6Fi 36 1 _— _38_ --78 42 2 ---- 0------- °---64 - 2 48 2 o� 9 �91— s U G O - 1. A & C = ABSOLUTE MIN. CLEARANCE FROM PIPE WALL TO ANY PROJECTION OF TRENCH BOTTOM OR WALT... A. EARTH EXCAV.) 2" MIN. N[ C A. ROCK EXCAV.) 6" MIN. C. 6" MIN. 2. W s TRENCH WIDTH AT A LEVEL G" ABOVE TOP OF PIPE. 1-- = OD OF PIPE + 6" 3. WHERE SCREEDING SHOWN, FORM BED WITH SCREED CUT TO ° EXACT SHAPE OF PIPE BOTTOM. 1/2" O.D. 4. = GRANULAR FILL. 5. = BACKFILL TO TOP OF PIPE WITH GRANULAR BEDDING TYPICAL PIPE_EMBEDMENT 1 MATERIAL. (SEE SS-G, FOR CHART) R.C.P.L C.M.P., V.C.P.. P.V.C. �z � W a . V/W O ' GRADATION FOR GRANULAR BEDDING MATERIAL P ASTM STANDARD C33 ;� SIEVE SIZE % PASSING 01�_ PASSING 3/4° 90`:---100% Z PASSING 1/21 ul PASSING 3/8" 20 - 55 % syg IUA�BER ' PASSING NO. 4 0 - 10 % PASSING NO. 8 0 - 10 % PAG`E;, 40 F:\STANDARD\STANDARDS ON 8.6x11\SW - 6, Pipe Embedmant.dWq 1/6/2005 4:26.37 PM CST ti1x:.-.- Z O 4 ANCHOR DOLTS 24"--- u� n'iA � o I Z Q 8-(3 TIE BARS AT 0' Z is IIII ON CENTER (MAX) Q III 1/2•PREIIDIDED LT N g1TJ�1INDUS JOINT III 1' DIA. SCH, 40 PVC CONDUIT C�Elul II II THRU BASE FOR GROUND WIRE 111 c.�, �....•.,.: • .��:��.,;- II II /3 TIE REBAR*TH 12•LAP L1j 6• ANCHOR AIR III (4 ANCHORT BOLTS) 2'•SCF1, 40 PVC Q • CONDUIT{SFE PLANS D FOR CIONDUIT 2' DIA. Sdi, 40 PVC GROUND ROD _ � LOCATIONS)IC _ CONDUIT 1HRU BASE �c`^_ R _ io I I I TIE BARS AT • n VERTICAL REBAR N CENTER (WAX.) �---24"---- ON N Q t y Q PLAN J o 0 3" CLEAR W ') _ I u < NOTE: c m 0 DUCT SEAL SHALL BE USED TO PLUG J ZQ ALL CONDUIT OPENINGS BEFORE PLACING CONCRETE AND AFTER CABLE INSTALLATION. CL N SECTION RAISED POLE FOUNDATION DETAIL m � ry p o 4 ANCHOR BOLTS ' L24" i/2' PREI/OLDED 011UMINDUS JOINT DIA. Sdi. 40 PVC CONDUIT T NRU BASE FOR GROUND WIRE ANCHOR II II II I I I IIi% i I I 1 1 I I 11�III�•I " N _ /3 TIE REBAR WTH W LA 6 BOLT CIRCLE C W R r y I SC 40 PVC CONDUIT(SEE PLANS f i GROUND R00 � FOR CONDUIT O d p II --^/� 2• DIA Sd1. 40 PVC p Il__ �j (TYPD'IT 1MRU BASE C--- _ �' } -- —= LOCATIONS) W d W i �j�_ �o ' W o II II F N I I I I I p VERTICAL ROAR �Z� EquA � cm TDB 24" SQUARE BASE I OI LQ)5 cu PLA 3" CLEAR_ _ I UI NOTE 5HF6TlN R DUCT SEAL SHALL DE USED TO PLUG �1°'• '^,`' ALL CONDUIT OPENINGS BEFORE PLACNG SECTION CONCRETE AND AFTER CABLE INSTALLATION. ls , � POLE FOUNDATION DETAIL r F:\STANDARD\STANDARDS ON 8.8x11\UGFIT BASE-2U1kG 1/18/2006 0:13:33 AM CST 2 O 2" SAW CUT (TYP.) 2" ASPHALT h- 1 EMSTING PAVED SURFACE MIX tl FINISHED GRADE FINISHED GRADE SURFACE u TAC COAT Z Z NEW CONCRE'lE i COMPACTED BACKFlLI. N� '1 "•LL A.. N� 2 �. ' CONDUIT CONDUIT •,;• Q + + O �-- r �— L J12" L Z r MAXIMUM MAXIMUM PAVED AREAS UNPAVED AREAS a O TRENCHING DETAILS o u z a ' F- LIGHTING � Q 2' CONDUIT (TYP.) DEETER 1987 OR APPROVED EQUAL 38" ,o i I j---36" l F SAW CUT — -YP ( ) l-,34 1/4" II PULL BOX LID DETAILS FACE OF CURB " I �Z• 36 CORRUGATED METAL PINE w 4 AASHTO M-36 I I I I I I 0 Q A " I I I I L 24"t (TYP.) 4� j 3 ~ 6" MINIMUM CONCRETE ENCASEMENT t ' F— '111— SAW CUT FOR r+ z • • U U FOUNDATION 1(,, b J M '•y 4"x8' CONCRETE BLOCKS N I� (4 REQUIRED) L ��. b L o0o0 L_24•-1 ul 0 0 0 0 0 �OnOnO�Oo TRENCH DETAIL, AT POLE saw+ R ' 8" THICK LAYER OF TOP VIEW PULL BOX DETAILS AGGREGATE MATERIAL • OFFSET SHALL BE ADJUSTED if TO AVOID UTILITIES AND AS Tj APPROVED BY THE ENGINEERa. �. ' Ft\STANDARD\STANDARDS ON 5.5AIWGHT BASE-&DIWG 1/15/2005 IUtODt1B AM CST •• EXCEPT AS NOTED ON THE PLANS �A�'.`1' .,,�,_•,.... Page 1 of 2 ADDENDUM NO. 1 PROJECT NO. 62014 EMERGENCY RESPONSE BUILDING PROJECT ' FEBRUARY 4, 2006 1. The bidder will acknowledge receipt of this Addendum and his acceptance of its ' conditions by signing this Addendum and including it with his bid. BIDDER: Q k n 'V n L° e r, I n BY: � ' TITLE: ' CITY OF JEFFERSON, MISSOURI PATRICK E. SULLIVAN, P.E. DIRECTOR OF COMMUNITY DEVELOPMENT •