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HomeMy WebLinkAboutContract - Jacobi, Toombs & Lanz GENERAL REQUIREMENTS DMSION A BIDDING REQUIRENffiNTS SECTION A-I A-2 A-3 A-4 r- ; i \ r-- , , I I TABLE OF CONTENTS NOTICE TO BIDDERS INSTRUCTIONS TO HIDDERS METHOD OF MEASUREMENT AND PAYMENT WAGE RATES 1 - DMSION B CONTRACT FORMS SECTION B-1 CONTRACT FORMS DIVISION C GENERAL CONDITIONS SECTION C-1 GENERAL CONDITIONS SPECIFICATIONS DMSION 1 GENERAL REQUIREMENTS SECTION I-A I-B I-C l-D I-E r- ~ 1..,-. ..- ( - , DIVISION 2 SECTION 2-A 2-B 2-C 2-D 2-E 2-F DIVISION 3 SECTION 3-A 3-B SUMMARY OF THE WORK RESTORATION OF EXISTING FACILITIES CLEANING UP ORDER OF CONSTR:UCTION EXTRAS AND CHANGE ORDERS SITE WORK CLEARING OF SITE SANITARY SEWERS WATER LINES & APPURTENANCES P A YEMENT EXCAV ATION, GRADING AND BORROW SEEDING AND SODDlNG CONCRETE CONCRETE WORK, GENERAL CONCRETE TESTlNG PROCEDlJRES S:\Syrlney\WPOOCS\05\0546~\lNDEX. WPD r A-IOl TO A-102 A-20l TO A-208 A-301 A-40I TO A-407 B-IOl TO B-l21 C-IOl TO C-1l3 I-A-1 TO I-A-2 I-B-l I-C-1 l-D-1 1- E-l 2-A-1 2-B-l TO 2-B-5 2-C-1 TO 2-C-8 2-D-I TO 2-D-3 2-E-I TO 2-E-3 2-F-I TO 2-F-2 3-A-l TO 3-A-13 3-B-l TO 3-B-2 NOTICE TO BIDDERS Notice is hereby given that sealed proposals will be received by the Jeffersonville Sewer Board of the City of Jeffersonville, Indiana until 3:00 P.M. local time on the 15th day of August, 2007 in the Mayor's Conference Room, Jeffersonville City Hall, 500 Quartermaster Court, Jeffersonville, Indiana 47130, for the construction of the following project: r~ Utica-Sellersburg Rd.jSR. 6~ Sewer & Water Line Extension, JTL JOB NO. 0546a This project consists of the furnishing and installing of approximately 744 feet of 15" PVC sanitary sewer, 77 feet of 8" PVC sanitary sewer, 7 manholes, 760 feet of 8" PVC water main, 1 fire hydrant assembly and all other items sho"Wn on the plans and mentioned in the specifications for a complete project. ,...-. At the hour of 3:00 P.M. local time on the 15th day of August, 2007 all bids for this construction will be publicly opened and read aloud. The bids shall be Unit Price for all work shown on the plans and called for in the specifications with unit prices for extras as detailed. in the Instructions to Bidders in the specifications and submitted in duplicate on the State Board of Accounts Form No. 96. An executed State Board of Accounts Form 96a or similar document shall be required. r- The bidder must file with their sealed bid proposal, a certified check or a bid bond in the amount of five (5) percent of the total bid, payable to the Jeffersonville Sewer Board. The above checks or bonds are to insure the execution of the contract on which such bids are made. The Contractor to whom the work is awarded will be required to furnish, before commencing work, a performance, maintenance and payment bond to extend for a period of one year after final acceptance, in an amount equal to the bid price of the contract awarded to said Contractor and Certificates of all Insurance as described in the Contract Documents. The Contract Documents, including the Plans and Specifications are on file for public inspection at the office of the City Engineer, Robert L. Miller, Jeffersonville City Hall. ~ Copies of these documents may be obtained for bidding purposes from Lynn Imaging, 2300 Plantside Drive, Louisville, Kentucky, 40299, by payment of a fee of one hundred dollars ($100.00). Two (2) fifty dollar ($50.00) checks are required: One made out to Lynn Imaging, the other made out to the City of Jeffersonville. whid'l. i" L"f.....<s.llsle 'lJ'i1Ji tRl!!; return of t4l~ rhos ~nr1 ~pgcif3.Cllti6fi~ ift ~ {:9nJi.i;i91~ --m ~lans may be ordered though the website at www.1ynnimaging.com or www.cityofjeffplanroom.com. Delivery service is available for a small fee. Orders are available for pick-up at 2300 Plantside Drive' or 701 W. Market Street. Any questions please contact Lynn Imaging at 502-499-8400. All sealed bids shall be turned in to the office of the City Clerk-Treasurer, 3rd Floor, Jeffersonville City Hall. Wage rates on this project shall not be less than the prescribed scale of wages detennined pursuant to the provisions of Chapter 319 of the Acts of the General Assembly of Indiana for 1935 and as scheduled in the specifications. S:\Sydney\ Wl'DOCS\05\0546A \0546a-notice to bidders. doc A-lOt . . The Sewer Board of the City of Jeffersonville, Indiana, reserves the right to reject any and all bids and to waive informalities in bidding. JEFFERSONVILLE SEWER BOARD Robert L. Waiz,]r., President S:\Sydney\ WPDOCS\05\0546A \0546a-notice to bidders. doc . . . . . . iii .. . . - - . . - . A -102 . DIVISION A - BIDDING REQillREMENTS SECTION A-2 - INSTRUCTIONS TO BIDDERS 1.0 PROJECT IDENTIFICATION 1.1 PROJECT: UTICA-SELLERSBURG RD.lSTATE RD. 62 SEWER & WATER LINE EXTENSION JOB NO. 0546A JEFFERSONVILLE, INDIANA r\ t ~.. r t ' 1.2 OWNER: JEFFERSONVILLE SEWER BOARD THE CITY OF JEFFERSONVILLE 500 QUARTERMASTER CT. JEFFERSONVILLE, INDIANA 47130 2.0 DOCUMENTS 2.1 . Contract documents are on file and may be examined as indicated in the "Notice to Bidders". 2.2 Sets of drawings and specifications may be obtained by CONTRACTORS who are prospective bidders, as indicated in the "Notice to Bidders". . 2.3 Supplemental sheets of drawings may be obtained by CONTRACTORS or suppliers from the ENGINEER by paying the cost of drawing reproduction at $4.00 per sheet. No refund will be made for supplemental sheets of drawings. NOTICE AND SITE Bidders shall carefully read the OWNER's Notice to Bidders with regard to preparation of proposals for this work, which includes the forms required to be submitted, bonds required and date and place for receiving proposals. All bidders shall fully inform themselves of the conditions under which the work is to be performed, the site of the work, the structure of the ground, the obstacles which may be encountered, and other relevant matters concerning the work to be performed. r f l 3.3 No bidder, after being awarded the contract, shall be allowed any extra compensation for reason of his failure to fully inform himself, prior to bidding, of all requirements of the contract documents, the drawings, specifications and the circumstances of the construction site. S:\Sydney\WPDOCS\05\0546Als<:ction A2(a).wpd . A-201 r 6.0 6.1 . 4.0 PROPOSAL FORMS . 4.1 Bidders shall submit proposals on State Board of Accounts Revised Form 96, properly completed, and each bid shall be accompanied by an Indiana State Board of Accounts Questionnaire Form 96a, and the within Bid forms. . 4.2 Two (2) copies of Form 96 and one (1) copy of Form 96a shall be submitted. . 5.0 BID SECURITY . 5.1 The bidder must file with his sealed bid proposal, a certified check or a bid bond in the amount of five (5) percent of the total bi<4 payable to the City of Jeffersonville, Indiana. The above checks or bonds are to insure the execution of the contract on which such bids are made. . 5.2 In the event that the bid is not accepted, this check or bid bond will be returned to the bidder. . 5.3 In the event the bid is accepted, this check or bid bond will be released when the contract has been awarded but in no case shall be held longer than the period set for withdrawal of bid proposal. .. 5.4 IlIi In the event that the bid is accepted, if the bidder shall refuse or neglect to enter into a contract with the Owner within ten (10) days from the time he shall be notified of said acceptance of the same, said check or bid bond shall be forfeited to the owners as ascertained and liquidated damages for failure to do so. ... INTERPRETATION .. Interpretation or explanation of contract documents shall not be made by the Owner. All such inquiries shall be made to the Engineer. If any person submitting a bid proposal for work. is in doubt as to the true meaning of any part of the contract documents, he may submit to the Engineer a written request for an interpretation. Any interpretation of such contract documents will be made by addendum issued. . .. 7.0 ADDENDA 7.1 . Addenda issued by the Engineer during the time of bidding shall be mailed or delivered to each person receiving a set of contract d()cuments and to such other prospective bidders who shall have requested that they be furnished with a copy. All addenda shall be noted and dated in the bid proposal form, and upon executing the contract, shall become a part thereof. . .. .. S:\Sydney\WPDOCS\05\0546A\section A2(a).wpd A-202 .. . 8.0 SUBSTITUTIONS 8.1 Materials. and products shall be one of those which are required by trade names of quality description listed under each section of th~ specifications. These shall be the material and. products bid on, except in 8.2 and 8.3 below. ri ~ ' , , 8.2 To obtain approval to use unspecified products, bidders shall submit request at least ten (10) days before time of bid opening. Bidders are cautioned: The more time allowed for review, the better the chance for approval on qualified, unspecified products. Any qualified, unspecified product will be approved by addendum only. 8.3 Voluntary alternates are invited on materials or products which are equal or better in their ability to perform the function desired, of maintenance, of appearance, and of wearing quality, of equal or less cost only. r ., 9.0 BIDS 9.1 Any bidder may withdraw his bid at any time prior to the scheduled time for receipt and opening of bids. No bid shall be withdrawn after the opening of bids withoutthe written consent of the Owner for a period of ninety (90) days after the scheduled time for opening of bids. 9.2 A bid by an individual not signed by the individual making same shall have attached to it a Power-of-Attorney evidencing authority to sign the bid in the name of the person for whom it is designed. ~ ! ; 9.3 A bid by a partnership shall be signed by all the partners, or by an Attorney-in-Fact. Ifby the latter, a Power-of-Attorney shall be attached evidencing authority to sign the bid executed by all the partners. 9.4 A bid by a corporation shall have the correct name thereof, followed by the word "By" and the signature of the president or other officer of the corporation authorized to sign, and the secretary, and shall have affixed the corporate seal. 9.5 Bids must be submitted in a sealed envelope, identifying the enclosure as a sealed bid. 9.6 No bid will be accepted or considered if received after the time and date set to receive bids as stated in the "Notice to Bidders". .No qualified bids will be acceptable. ".-, r. S:\SydneyIWPDOCS\05\0546Alsection A2(a).wpd A-203 ,..-. . 10.0 AWARD . 10.1 The contract shall be deemed to have been awarded when notice of award shall have been duly served upon the bidder to whom the OWNER contemplates awarding the contract, by any such officer or agency of the OWNER duly authorized to give such notice. . 11.0 BASIS OF BIDS . 1 I. I The CONTRACTOR shall submit separate, installed, unit prices for each item listed on the bid form. These prices shall include all work necessary to complete that particular item. . 11.2 The CONTRACTOR shall extend the unit prices, using the quantities provided on the bid form. . 11.3 The quantities shown on the bid form for each item are estimated from the plans and are not guaranteed by the OWNER or the ENGINEER. The OWNER reserves the right to purchase more or less of any item necessru:y to complete the project. If funds are not sufficient, some portion of the project may be deleted, or if bids are lower than anticipated, more the items may be added. . . 11.4 The bid will be awarded on the basis of the lowest total price of items chosen by the OWNER. .. 11.5 The materials with bid unit prices shall be listed on the required proposal form. . 11.6 The OWNER will check the multiplication and addition in the bid and will use the corrected numbers for evaluation of the bids. . . .. . . . . S:\$ydney\WPOOCS\OS\OS46Alsection A2(a).wpd A-204 ~. .. . r-. I ! r r r- ~ , 12.0 BID FORMS NOTE: INSERT AND ATTACH TO FORM 96, DO NOT USE THE CONTRACTOR'S BID SECTION ON FORM 96. BE SURE TO SIGN BID, NOTARIZE BID AND EXECUTE NON-COLLUSION AFFIDAVIT. CONTRACTOR'S BID FORM JEFFERSONVILLE SEWER BOARD CITY HALL 500 QUARTERMASTER COURT JEFFERSONVILLE, INDIANA 47130 RE: UTICA-SELLERSBURG RD./STATE RD. 62 SEWER & WATER LINE EXTENSION JOB NO. 0546A Gentlemen: We submit, herewith, our sealed proposal to furnish all necessary labor, material and equipment to construct the above captioned project, in accordance with the subject plans and specifications at the ~nit prices listed herein~ S:\SydneyIWPDOCS\0510546A\se<:tion A2(a).wpd A-205 . UTICA-SELLERSBURG RDJSTATE RD. 62 SEWER & WATER JOB NO. 0546A .----------------------------------------------------------------------------------------------- ITEM APPROXIMATE DESCRlPTIONWITH UNIT PRICE TOTALAMT. NO. QUANTITY UNIT PRICE WRITTEN IN FOR BID IN WORDS NUMBERS ITEM . .----------------------------------------------------------------------------------------------- . DIVISION A 1 o TONS Crushed Limestone (Misc. Sizes) For................................................. ...................................... Dollars Per Ton . . $ $ o ----------------------------------------------------------------------------------~~-~-~~~---~- 2 o TONS Bank Run Sand For................................................. ...................................... Dollars PerTon . $ $ o . -----------------------------------------------------------------~----------------------------- 3 1 EA lO"x 8" Tapping Sleeve & 8" Valve For................................................. ...................................... Dollars Per Each . $ $ o . ----------------------------------------------------------------------------------------------- 4 X$ . $ o 5 766 LF 8" Water Main For _....... .......... ...... .................... ..... ...................................... Dollars Per Linear Foot . $ $ o . ----------------------------------------------------------------------------------------------- 6 1 EA Fire Hydrant Assembly For.......... ........... ............................ ...................................... Do lIars Per Each . $ $ o -------------------------------------------------------------------------------------~--------- 7 2EA 8" Gate Valve & Box For................................................. ...................................... Dollars Per Each .. . $ $ o -------------------------------------~---~-~-~--~-------~-------------------------------~------ 8 1 EA Type' A' Manhole For................................................. ...................................... Dollars Per Each .. $ $ o - -------------------------------------------------------------------------------~--------------- ,j .. S:\Sydney\WPDOCSl05\0546A\section A2(a). wpd A-206 . hi r-:, r f"""" r- ~ r r- !L'!'!f~__~~~~~~~!:!~9_@.:{~!~!E J~~:~1~~~B:_~l'::~'!~~_______-!Q.l}_~9.:_~?!~~__ .. .. '. ...,......'.....,_.....,....-' ............ ........,........,........, ",,-,,. ..:.:.....,.".:.>.,.,;>'..,.,,,-;.,.,.,..........,.,',......,,..,..:...-; ITEM APPROXIMATE DESCRIPTION WITH UNIT PRICE TOTAL AMT. NO. QUANTITY UNIT PRICE WRITTEN IN FOR BID IN WORDS NUMBERS ITEM ._--------------------------------------------~------------------------------------------------ 9 lEA Type 'B' Manhole F or............................................_.. ...................................... Dollars Per Each $ $ . -------------------------------------~------~-------------------------------------------------- ,... '.. . ... 10 5EA Type 'c' Manhole For................................................. ............_...................... Do lIars Per Each $ $ ----------------------------------------------------------------------------------------------- 11 736 LF 15" PVC Gravity Sewer For..,.............................................. '-.'. ,.},: .:.'." "'~ ...................................... Dollars Per Linear Foot $ $ --------------------------------------------------------------------~-------------------------- 12 77LF 8" pve Gravity Sewer For ....................................--.... ....... ...................................... Dollars Per Linear Foot $ $ ----------------------------------------------------------------------------------------------- 13 1 LS Debris & Metal Structure Remoyal, Replace 6" Concrete Slab F or............... ............ ................ ...... ...................................... Dollars ______________________.._________~~!_~~1:~_~______....____--7-~-..--------------~--------..----- 14 4EA Property Service Connection Pipe with Cleanout including Wye Fitting at Main For........................ ....... ............. ..... ...................................... Do Hars Per Each $ $ ---------------------~---------------~--------------------------------------------------------- Construction Entrance For.................... .................... ......... Dollars Per Each $ $ ----------------------------------------------------------------------------------------------- TOTAL BID PRICE FOR DIVISION A: Items 1 thru 15= $ 15 1 EA S:\SydneylWPDOCSI05\OS46Alsection A2(a).wpd A-207 . . BID FOR: . UTICA-SELLERSBURG RD./STATE RD. 62 SEWER & WATER LINE EXTENSION . .'.,-.,.,'", JOB NO. 0546A . CITY OF JEFFERSONVILLE CLARK COUNTY, INDIANA . RESPECTFULLY SUBMITTED, . ....-...--.-.....---.................-.......................................-....................................--................................................. NAME OF FIRM . ..............-..............................................................................................................................-...............-......................... PERSON . -.........................................................................................................-.................................................................................0... PERSON . ATTEST . .....--........................................................................................................................................-.............................--........... DATE .. ............................................................................................................................--..-.............................................. .. .. . .. .. . S:\Sydney\WPOOCS\05\0S46A\section A2(.). wpd A-208 . DIVISION A - BIDDING REQUIREMENTS SECTION A-3 - METHOD OF MEASUREMENT AND PAYMENT FOR BID ITEMS UNITS The unit shown for each item on the bid form shall be used for payment purposes; These prices shall be "installed" unit prices. Where no quantity is shown for a particular bid item, a unit price shall be supplied, but will only be used where unanticipated extra or deleted work is called for by job conditions and authorized by change order. These unit prices and items shall not be included in the total bid price shown on the bid form. A bid not containing unit prices on all items will be rejected by the Owner as improper. 2.0' MEASUREMENT FOR PAYMENT 2.1 The unit price given for pipe shall include all pipe, trench, No.8 stone, joints, rock and earth excavation, backfill, flowable fill, pavement repair, fittings, cleanup, restoration, seeding, grading, and ail other items necessary to complete the installation of the pipe. 2.2 The unit price given for a manhole shall include all items necessary to complete the installation of a manhole or an air relief valve and manhole. 3.0 INCIDENTAL CONSTRUCTION EXPENSES 3.1 All incidental construction and expenses, not mentioned elsewhere, shall be'included in the appropriate unit prices. r r S:\SydncylWPDOCS\OS\OS46A\scction aJ,wpd A-30l r- r ! SECTION A-4 - W AGE RATE ,...... .,--.' r r- r- i . '.-., f i i r- A-401 S:\sYdney\WPOOCS\OS\0546A\se(:tion a4.wpd Date: Aug. 1,2007 City: Jeffersonville Counly: Clark Project Description and Scope: 1. Utica-Sellersburg Rd. and State Road Sewer and Water Extension Project (0546A) Commercial BUilding {} Heavy & Highway () Utility () We the OUdersigned COIDmon construction wage committee, appointed pnrsnant to Indiana COde 5-16-7 et seq., do herehy ["IX and determine the foUOwing comlDon construction wage scale to a 1 on the above referenced ro "ect. COl\1MON CONSTRUCTION WAGE SCALE I I . . . r-... r ,.-, r' ,.- r I .....- r Taxpayer Named by County Legislative Body FOll11at updated 6/0612006 Awarding Agency Representative 1({,/07 Date A-407 , 1 ; , ~ ,-., " r t""'"""' 1.0 1.1 DIVISION B - CONTRACT FORMS SECTION B-1- CONTRACT DOCUMENTS GENERAL It is understood that the signature and seal of the CONTRACTOR on a properly completed and executed State Board of Accounts Form 96 indicates the CONTRACTOR's acceptance of all terms as set out in these specifications and documents and his willingness to complete the project as stated herein and shown on the drawings. 1.2 It is further understood that by the acceptance of, and the proper affixing of the signatures of the OWNER to the Form 96, that a binding contract exists between the OWNER and the CONTRACTOR. 1.3 After the OWNER signs the Form 96, and notifies the CONTRACTOR oEhis acceptance, the CONTRACTOR shall proceed to complete the project with the best workmanship possible conforming to all specifications set out herein and to all details, drawings and notes shown on the plans for this project. S:\SydneyIWPDOCSI0510546Aldivision B- wpd B-1 0 1 r- 1 r- .-- , f ,...., ,..-. , f '''-'. r \ . : ....., . ------. r- t Prescribed by State Board of Accounts Form No. 96 (Revised 2000) CONTRACTORS BiD FOR PUBliC WORK PARTt (To be completed for all bids) (Please type or print) . Date: 1. Governmental Unit (Owner): 2. County: 3. Bidder (Firm): Address: City/State: 4. Telephone Number: 5. Agent of Bidder (if applicable): Pursuant to notices given, the undersigned offers to fumish labor and/or material necessary to complete the public works project of (Governmental Unit) in accordance with plans and specifications prepared by and dated for the sum of $ The undersigned further agrees to fumish a bond or certified check with this bid for an amount specified in the notice of the letting. If altemative bids apply, the undersigned submits a proposal for each in accordance with the notice. Any addendums attached will be specifically referenced at the applicable page. If additional units of material included in the contract are needed, the cost of units must be the same as that shown in the original contract if accepted by the Govemmental Unit. If the bid is. to be awarded on a unit basis, the itemization of the units shall be shown on a separate attachment. The Contractor and his subcontractors, if any, shall not discriminate against or intimidate any employee, or applicant for employment, to be employed in the performance of this contract, with respect to any matter directly or indirectly related to employment. because of race, religion, color, sex, national origin or ancestry. Breach of this covenant may be regarded as a material breach of the contract. CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS (If applicable) I, the undersigned bidder or agent as a contractor on a public works project, understand my statutory obligation to use steel products made in the United States. I.C. 5-16-8-2. I hereby certify that I and all subcontractors employed by me for this project will use U.S. steel products on this project if awarded. I understand that violations hereunder may result in forfeiture of contractual payments. 8-102 r r i r r- ,..-. ; ,.-. ,----. r ,-. ~ r-, -"..-...... ,..... , r ACCEPTANCE The above bid is accepted this day of , subject to the following conditions: Contracting Authority Members: PART 1\ (Complete seCtions I, II, 111, and IV for all state and local public works projects as required by statutes if project is one hundred thousand dollars ($100,000) or more. (IC 36-1-12-4) Governmental Unit: Bidder (Firm) Date: These statements to be submitted under oath by each bidder with and as a part of his bid. Attach additional pages for each section as needed. SECTION I EXPERIENCE QUESTIONNAIRE 1. What public works projects has your organization completed for the period of one (1) year prior to the date of the current bid? When Contract Amount Class of Work Completed Name and Address of Owner . 2. What public works projects are now in process of construction by your organization? When to be Contract Amount Class of Work Completed Name and Address of Owner 6-103 ....--. r-- r- . r. ... , r-. r. r-- ,..... , 3. Have you ever failed to complete any work awarded to you? If so, where and why? 4. List referenced from private firms for which you have performed work. SECTION II PLAN AND EQUIPMENT QUESTIONNAIRE 1 . Explain your plan or layout for performing proposed work. (Examples could inclu de a narrative of when you could begin work, completed the project, number of workers, etc. and any other information which you believe would enable the governmental unit to consider your bid.) 2. If you intend to sublet any portion of the work, state the name and address of each subcontractor, equipment to be used by the subcontractor, and whether you expect to require a bond. However, if you are unable to currently provide a listing, please understand a listing must be provided prior to contract approval. 3. What equipment do you have available to use for the proposed project? Any equipment to be used by subcontractors may also be required to be listed by the governmental unit. 4. Have you entered into contracts or received offers for all materials which substantiate the prices used in preparing your proposal? Otherwise, please explain the rationale used which would corroborate the prices listed. 8-104 .......--...... r r-. r-, --..... SECTION III CONTRACTOR'S FINANCIAL STATEMENT Attachment of bidder's financial statement, is mandatory. Any bid submitted without said financial statement as required by statute shall thereby be rendered invalid. The financial statement provided hereunder to the governing body awarding the contract must be specific enough in detail so that said governing body can make a proper determination of the bidder's capability for completing the project if awarded. SECTION IV OATH AND AFFIRMATION .I hereby affirm under the penalties of perjury that the facts and information contained in the foregOing bid for public works are true and correct to the best of my knowledge and belief. Dated at this day of (Name of Organization) By (Title of Person Signing) ACKNOWLEDGEMENT STATE OF COUNTY OF ) ) ) being duly sworn, deposes and says that he is of the above (Name of Organization) (Title) . and that the answers to the questions in the foregoing questionnaires and all statements therein contained are true and correct. Subscribed and sworn to before me this day of Notary Public . My Commission Expires: County of Residence: .....-... B-105 r- , , r-, r- ,'----'" r ,,-, .r---... r NON - COLLUSION AFFIDAVIT The undersigned bidder or agent, being duly sworn on oath; says that he has not, nor has any other member, representative, or agent of the firm, company, corporation or partnership represented by him, entered into any combination, collusion or agreement with any person relative to the price to be bid by anyone at such letting nor to prevent any person from bidding nor to include anyone to refrain from bidding, and 'that this bid is made without reference to any other bid and without any agreement, understanding or combination with any other person in reference to such bidding. He further says that no person or persons, firms, or corporation has, have or will receive directly or indirectly, any rebate, fee, gift, commission or thing of value on account of such sale. OATH AND AFFIRMATION I affirm under the penalties of perjury that the foregoing facts and information are true and correct to the best of my knowledge and belief. Dated at this day of STATE OF COUNTY OF (Name of Organization) By (Title of Person Signing) AcKNOWLEDGEMENT ) ) SS: ) being duly sworn, deposes and says that he is (Title) of the above (Name of Organization) and that the statements contained in the foregoing bid, certification and affidavit are true and correct. day of Subscribed and sworn to before me this My Commission Expires: Notary Public County of Residence: 8-106 r- r- i r-, r- r- r 0- o o N -0 dl "' -:;; III ~ <0 0> ci z E c; u. LL o o fl) o '0 ~ c: o ~ .. .. Ql -5 -0 ~ , I C/) l- o W ---, o ex: a.. a: C/) '0 ,~ LLa: o S o -l CD :::::> a.. LL () B- i 07 I I \ "'0 (!) u::: c (!) ~ .s c _9 U -< t' r. r- TO THE BIDDER - r--' The following Form 96a is not required by the State Board of Accounts. However, the bidder must either use this form or one similar to it prepared by their accountant. JACOBI, TOOMBS AND LANZ, INC. r- r r S:\Sydney\WPDOCS\OS\OS46Aldivision B.wpd B-108 c-' i [ General Form No. 96-3 PreScribed by the State Board of Accounts of lndi:uu. Rcv;..,d 1949 I STANDARD QUESTIONNAIRES AND FINANCIAL STATEMENT FOR BIDDERS r--- ! Prescribed by I THE STATE BOARD OF ACCOUNTS OF INDIANA I I For use in investigating and detetmining the qualifications of bidders on public construction when the aggregate cost of any such work or improvement will be Five Thousand Dollars or more. These statements to be submitted under oath by each bidder with and as a part of his bid, as provided by Chapter 305, page 1248, Acts of 1947. r- Submitted to ..................................-..................................................................................................-...........................................................................................................-.. By ...................._.............._...........................;........................................................ { ~ ~:~~::~~hiP , An individual r--- f I Address .............................................................................................................................................................................................-...............................................-......... ............................-..........--.................................-.........1...................................................................................................................................................................- Date submitted ..................................................................................................................................................... 20 ........................ Filed .............................................-................................................................................................................... I .............._....-........_........................................~................................................................................................ ...........-....................................................................................................................................................... r ........................................................................................................................................................................ A.E. BOYCE, MUNCIE, lNO I I r--- ~. S:\SydneyIWPDOCS\05\OS46Aldivision B.wpd B-1 09 ,.-. ~ r Submitted by { A Corporation , ........................................................--.......................T...................................................................... .--.......... ......... A Co-partn ership An Individual r Principal Office at .......~_.................................... ...................................................-.......................... ...................-..........................................................................................-........................ ......... ...............-..................................... ...................... ...................................................................................................................-............-..........................................................................................-........................................................-..............-...........................-.........................................................................-...- EXPERIENCE QUESTIONNAIRE The signatory of this questionnaire guarantees the truth and accuracy of all statements and of all answers to interrogatories hereinafter made. How many years has your organization been in business as a general contractor under your present business name? i H;;;..~~;;y.y~~~..~~p~ri~~~~..~.~;;;;~.~~ci;;~.;.~~k.~h~~..y;;~.;;~g~~;ti;;;;.h~d.(~)..~.~..~.g~~~~~i.~;;~tr;~t~~;..~;;d..(bf............... as a subcontractor? .....-....................................-..............................................................................................................................................-................................................................-.......................................... What projects has your organiza tion completed? _.. ................................................... ........... .......................... .................................. ..... ..... .... CONTRACT AMOUNT CLASS OF WORK . WHEN COMPLETED NAME AND ADDRESS OF OWNER ........-............................................................................... ...........................................-............................;................... ...................................................................................................... ................................................................................................ , . ......................................................................................... .......................................................................... .............................................................................. ....................................................................................... r I ~ ~ .)a. What projects does your organization now have ill process of construction? ,..-. r I i JNTRACT AMOUNT CLASS OF WORK WHEN COMPLETED NAME AND ADDRESS OF OWNER .................................................................................... ........................-............................................................ ...........-.................-....................................................... ............................................................................................. ....................................-................................................. ................................................................................. .......................................................................-............. ......-........................................................................ 4. Have you ever failed to complete any work awarded to you? If so, where and why. ............ .......................................................................................l.......... ................................ ......................... ........ ......... .......................... .................m........ ..... I .................................................................m..............................1............,......................................... ............................m.....m............................. ................ .--. i 5. H~.~..;~y..~ffi~~~.;-~.p~~tt;:~;.~Ty~~.;;~~~ti;;~..~~.~~..b~~;..~;;.;;ffi~~;.;~..p~~t,;~~..~T~;;~~.;;th~~..~~g;ci;;;ci~~.th;t..f~il~d.t~ complete a construction contract? If so, state n~me of individual, other organization and reason therefor. ................................................................................................................................._.....................~............;,................................-................................................................................................-.......................................................................... 6. H~.~..;;;y.;;ffi~~;.;;~..p~~~..~Ty~~;.;;;~~;~.ri;;;;.~;~;.f;ji~d..t;-.~;;~p"i~t~.~..~~.~;~~ti;-;..~;-~tr;tt.h-;;~di~.d.~..hi~7h~;.;-;; name? If so, state name of individual, name of owner and reason therefor. ,..-. ... ............. ....................................... ........................................ ...,............................................................... m ............ ................................................................ ! 7 . i;;.;h~t.;;th~~.~~;..;;{b~;~~;;.;;~.y~~.fu~~~i~iIy.kt~;~;t~d;;..................................................................................................................... ..-' ! ................................................................................................................................................................-..............................................................................................-............-................................................................-........-....................... , t. .............. ............................................:...-.....................~....:............................................................................1................:..--......;................:..... .................-.... ................................................................--....... ..............-................. ....P..................... .............-.......-. S:\SydneylWPDOCS\OS\OS46Aldivision B.wpd B-l10 i 8. For what corporations or individuals have you performed wor~ and to whom do you refer? I ..... .u...............u................................................ ................................................_..-.....................................~........ ................................ .............................-....................................-..................................................................................-....................................................... ......................................................................................................................................................................__........................................................_................................_...........................................................................................................u........................................... .............................._..............................................................._.......1..............-.........-............................-..........................................................-..................... ................................-..._................._............_.............-..~ .....~.......................... .................................................................... ......................................-..................................................................................................................................-........ ..... ............... 9. For what cities have you performed work and to whom do you refer? .................................................................................... ...... ........... ................................. ..... ............................................. ............................. ........................................................-.. .................................................................................................... ................... I ... ..... .................. ......... ....... ..... ...................... ...... ..... ... .... .... ....... ....J... ....................-.. ................. ...................-.... ...... ..... ... ......... . ......... ..... ......... ........ ... . ........ .., I ..............................................................................................................................-...............................................................................................................................................................................................................-..-...........................................................................~......... I r I t ..............................~.................................................................... ....................................................................................................................................................................................................................~... ......-.-.................................................................. ....... ...................................................................................._.................l........................................-................................................................................................. 1 o. .F~~.;.h~t.~~~ti~;.h~~~.y~~.p~;f~~~d.;:~~k.~~n~.;:h~;;;.d~.;:~;.~~f;~?...m.._........_...............................m........................................ ...............................................................................................................................-..................................................................................................................~........................._....~........................................................................~............ ....................................................................................................................~...................................................~....................~.......~...............................................;..................................................................................................................... . ' .................................................................................................................................................................-..............................................-..................................................................................................-..............................................~...............~... I ......... .. ......... ......... . ~ .... ...... ............ .......... ..... .................. ........ ............. ........ ...... ...... .......... ........ ...............l. ~ ....... ... ........ ..-........ .................... .... ................ ................. -.. ............... ~.. ~.... ....... ...... .... ...... .... ...:............... ...... ................ ~... ....... ........... ..... .. .....................................................................................................................~....................................................................................................-...................................................................................~.......................~......................................... 11. For what State bureaus or departments have you performed work and to whom do you refer? ......................................................................................................1..........-................................................................................................................................. ....... ....... .. .... ..m ................. ....................... ......................... ...........1'... .... ......... ............. ........... ..... ............ ... ...... ... ...... ......... .. ........... .. ...... ........... ....... ...... ........ on ::::::::::::::::::::::::::=::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::r::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::==::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: r- 12. H~~~'y~~'~~~~.p~~f~~~d.~~y':;~~.k."f;:;~.'th~'U:S:.C~~'~~;;;~~t?..if"~~':';'h~.~"~~d.t~'-;'h;:;;;'d~..y~.~.~~.f~~?".."'.'........................ .................... m....... ...... ...... ........ ......... ........ ....... .......... .... ......... ....,........ .. ........... .......... ...... ......... ....... ............ ............ ....... m .......... ....... m..... ..... ..... ......... ......... . .......................~...............~..............................-......................................................~....._.........-.....'................~................._...............................................~.................._.....................-.............................................................~................................... I .....................................................................................................~.............~.......................................-..........._............................................~............................................................._................-...................................~..........-....................~........... I ..................................................................................................-......................................:....-..;"..-.......................................................;...........~...................._..................._........~........~....................................................................... ...............................................................................................................................................-.....................~.........................................................-........................................................................_...............~........................................................ 13 What is the construction experience of the principal individuals of your organization? ., YEARS OF INDIVIDUALS PRESENT POSITION CONSTRUCTION NAME OR OFFICE EXPERIENCE l\1AGNITUDE AND IN WHAT CAP ACHY TYPE OF WORK~ .... ........~....... ......... .............. ..... ........................ ........ ....... ...... .---. ... ~.....-... ................ .............. -..........-........... ...................-... .....................- ..... ............. ................................ ....... ...~..... ....... . ...... ..~............. .... ................ .....- ........ ..-.... .... : ............................................-................................- ....-...................................................................... ....................................................................... ........................................................................ ......................................................................... ..................................................................... ............................................. ........................ ....................~..................................................... ................................................................................ ................................................ ................-. I .............................................................................. .................................................................... ..............................................-........................ ........................................................................... ....-.................................................................. ............................................................................-. ........................................................................ ...............................--...................-........................ ............................................-............................. ...-............---..-.--......................................... ............................................................................. ..............-.....................-...............................- ..................-.....-...........................-.......-............ .........................................-.......................-..... .............................,.......................................... ...................................................-....-................ ....--.............................................-................. ..................................-..................................... .........................-..............................-............... ....................._.~......................................,.......... ..... ................. ...... ........... ...................................... ...... .........................................~..... ................ ................................................................................ ...........-.................................... ..................... ..... ............ .................................... .......... ...- L . .......... ........................... -........... ......... . ... ....... ............. .. ......................... ........................ .......... ... ........ ~.. ..... ................. ......... ............... .......... ............... ................. ... ..................-......... ....... ............... ........ . -...... .... ........................ ...-.... ............... ...... ......... ............ S:\Sydney\WPDOCSI0510546Aldivision B.wpd B-ll1 PLAN AND EQl1IPMENT QUESTIONNAIRE I : ,-. ! f The signatory of this questionnaire guarantees the truth and accuracy of all statements and of all answers to interrogatories hereinafter made. ! i In what manner have you inspected this proposed work? Explain in detail. . ........ .... .... ............. .......... ......... ..... ..................... .............. .... .... ....1.. ......... ...... ......... .... ..... ................ ......... ... ....... . .... .... ....... ........ ..... ............ ....... ... ..... . ..... ...... ... i ................................................................................. .......................................... ......._.................~..~.,;...................;.................-.......................................-................................. .......................................................... ........................ ..........-....................... I . ............................................................................................................._........................................................................................_...........................................................u..................................................................................................................................................u...... ,..... ~ , ..-. ..................................................................................................................................-...........................................................-.......................................................................................................................................................................... I .... ........ ...... ........ ........... .... ........ ... .......... ............ .................. .".......L....... ................... ..... ........... ...... ........ ... .... ........ ...... ............ .......... ........... ... ......... ...... ............. 2. Explain your plan or layout for performing the proposed work. .................................................................................................................................................... .................t......................--....................................... .......................................................-.. ................-....~........_..:......;, ........................ ...... :......... ..:........-.... ................._.............................................~._...................._...........:.::..............:..........~.~..._......t~.......~~.............. ........................................................ .....,....................................... ............. ... ... ............-..-.......... ...... ........... I ............................................................................................................................................;....................................................................................................................................................................................................... :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::r::::::::=:::::=:::=:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: i ............................................-............................................-...................................................................................................................................................................................................................................................... r- ....................................... ............................................................T.........................................-.......... .................. ...... ................. ............................................... .............................................................................................................................................................................................................................................................................................................................................................................. i ...........................................................................................................................................t............................................................................................................................................................................................... r L: ..............................................................................................................................................................~...~....................................................................................................................................................................................... . I .... .............. ............ ............. ............ ........ ............. ...... ............ .....T.........., .......................... ........... ...... . . ...... .......... ......... .... .... ... ... ............ ...... .......... ............. ... .. .........................................~............................................................................................................................................................................................................................................................................................................................. ........ ....................... . .. ................ ................ ........ .... ........ ............. T' .... ........ ...... .. ....... ... .... ...... ................. ....... .............. ......... ....................... ......... ...... ...... ...... ... 3. The work, if awarded to you, will have the personal supervision of whom? ...................................................................................................................................................................~......................................................................................~..................................................................................................... ................................................................................................................................................:-..................................................................................................................-.................................................................................... I ..................................~...............................................~............................................................I............................................................................................................... .........................................................:......... ............:....... 4. * Do you intend to do the hauling on the proposed work with you own forces? If so, give amount and type of equipment to be used. t L ............................................................~.....................................................................................t......................................................................................................................................................................................................... , 5. *....if.y~~.~t~~d.t~..;~bi~t.th~.h;~g.;;~..p~f~~'i~..tk~~gh.;;{";g~~t:".;.t;t~.;-~;~~t..~f"~~b~.~~tr;:;t.;~.;g~~.t.~.;~tr~~'t';'~d: if known, the name and address of subcontractor or .agent, amount and type of his equipment, and financial responsibility. . ...................................................................................................................................................i........................................................................................................................................................................~................................... I ..............."'................~~...........................................................................................................1............................................................................................................................................................................................................ , ...............~........................................_......................................................................................................................................................................................................................................-................................~....................... 6. * Do you intend to do the grading on the proposed work with your own forces? ............................................................-.......................................................................................................................................................................................................................................................................................... ..................................................................:.....................................;............................................L..........'..._.................:......................................................................~......................~........................................................................... I ....................................................................-.........................................................................................-.-.....................-................................................................................................................................................................. r I i l . ......................................................................................................................................................................................................................................~......................................................................................................................... .........................-.................................................-.......................................................:.........................:..............................................-.........-................................................................................................................................................ ;......i~~~.4:.S: .6.~d.7.;;;~y.;;~~.t;.;ppii.~~bl;i;;.,;jlb,;,ldi~g.~;;~t~~i;... if;;.;-~.~;;.;~........... ......................................................... ....... ..................... ................... ..................... ..... S:lSydlley\WPDOCS\OS\0S46Aldivision B.wpd B-112 7~ * If you intend to sublet the grading or perform it Ithrough an agent, state amount of subcontract or agent's contract and, if known, the name and address of subcontractor or agent, amount and type of his equipment and financial responsibility. I .................................................................................... .......-..._...4-..........._..........~............................................... ............. ........................................ ........... .... ...-..................................................................................-............._....... ........._.........._-_..._....__..................-_......_..+_._~-.._.......__.................................................................-............................--........... ............. .............. ........................-.............................-................. .......... ..... .................-..--...................................................-.-..........................................................................--.....................-............----........-........................................................................-......--..............-.........---...-........................-.................................................................. I .....................................................................................................1............................................................................................................................................. 8. Do you intend to sublet any other portions of the work? If so, state amount bf subcontract and, if known, the name and address of the subcontractor, amount and type of his equipment and financial responsibility. .m............................................'..................................... ................L.........,....,..............m........................................................ ......... ............................. ........... .... I ........ ..... ...... ...... ................. ...... .... .... .....~....... ........ ........ ...... ....... ...~. .... ....... ............ .......... ....... ....... .. ........ ......... ..... ........... ....... ........ ..... ...... ....m................ .... ... . ................ ......................................................_...............................................................................................,........__....._............._................._:.........................................._.................................. _... ................................................................. _.._ ............04 ............. 9. I F~~.~.;hi~h..~~b~~.~tt~~t~~~.~~-;g;~t~.d~.y~~~;q;~~tt~.~~q~;.~.b~~.d?................................................................................................. ....................................................................................-...........................................;.....................................:.............-.............-...................................................................................................................................................................................................................- I ................................................................................m.................r...............................m...............................................................................................m........ .... .................................................................... .....m...................+.....~................................................................ ...m..................................... ................ ............ 1 0 Wh~t..~qcip~~~t..d~.y.~~.~~.th~.t.i~..;;~bi~..f~~jth;.p~~.;.~;~~(~;;~k~......................_..........................................-......-......................-,.... DESCRIPT10N, SIZE, CAPACITY, ETC. i QUANTITY ITEM CONDITION YEARS OF SERVICE PRESENT LOCATION -;- ............. ...._....._.......... ..... n ... ................ ... ................ n ....._.__ ..........-. ...... .. .....--..... .--......... ...-.---........-............ .....--......................... .....- .......... ............... ......... ....... .......-. ........ ........... ...................................... ................ .........-.. ............. ......... .......... ........ ... ........................ ................................-..........-................ .....................-....................... ......-...................... ..........-............................................. ............... ....................-.... ......-.......... .... .......... ...... ........................... ...... ....." ............... ..... ........ .... ....... ... ........................... ......... ........ ............... .~~..~.~ ..~~.. .~. .-.-~ ....... ....-..... ... ...-....--.-......-........... .....~ ...................... ... ..~. .....-. ~~~..-..............-... ...... ~- ......-- ..... ~.... ......~... .............. ..... ~.......... .... ...... .~~..... .... .....~~....~~...... ..... ....~~....... ..............._~ ..._.......-~.. ........................'.............................._......~.. ........................~~.......~ .......... ......... ...............-...........- ........................ ........... ....... .........-...... ..... ... ............. .............. .................................... .......... ........ ......... ....... ....... ....... ......... ...... .~.....~.~...................._...........~~...... ....... .............. ~..........._......-.......... .. ..-...... ........... ...... ..... -.. ........ ..................... .....-....... ..... ..... ..~.. .......................................... ............. .... .... .~............._.......... ....... ......... ..... ..........~........_...~........._........ .. .... .....n.................... ........... ........... .............-....... ............ ..... ~.. ....... ...~. .................... ~....... ........- ....... ~... ...................~............................. ............................................... -.............................................-........ .........-............................................ .......................................................... ...................................................... r f ....~.._...................._....................... ...................................-....... ..........................~.......................... -...-..................-.-.................... .......-.-..................................... ..........................-.-. .............-........ .........~..~~. ..... ........ ~...............~... ....... n ......._................~..... ...... ..~....~..... ......................................... ................... .~.... ...... .... .-..-.~. ..... .............. .........-.. ... .-.. ..... ..~ ....... .. .......... ...............~. ..-.. .......-.......... ..~........... ............ .............................. ..... ............ ............_....... n.......... ............................._.__.,........._............. ......... ...................~........... ............ ..................... '.. .-...... ........ ..... ..... ..... ....... "..' .............. .~... ... ~.... ........ ',-- .........-......~~...................................... . ~....... ~.. ..............~ ......... ............... .... .............. .......................-........-......... ... .... .._.......................~............__.... .................................. ............ ........ .......... .................~... .....-................ ...~...._......_..........~.. ............ ................. ........... ........ ................................. ..................... ..............~............................... ....~................................. .................~_... ................... .......~.......... ................. . ..................... .............~. ....... ................~ .... ..._.. ......~ .........~............... ~.....~ ......... ..~.....~................ ...._........ ....... .... .._......... ..........~.................................... ........._...........~..................................... .......... ..........__...........~.._.. ~....n......... .........~...~.. ..~....~.... .._.. .... n............ r- ~ r \. S:\Sydney\WPDOCS\05\0546Aldivision B. wpd B-l13 QUANTITY ITEM urchase for us~i on the . to osed work, should the contract be awarded to ou? APPROXIMATE COST DESCRIPTION, SIZE CAPACITY, ETC ou intend to ......-........-............................................ ...........................................-..................... .................-.............................................................................................................--.............................--............-.................................. ................................................................ r t . ... . i' ........ .......... ......... ....... ... ... ...... ........ n" ..... ............ ..... ..... ........... .. ....... ... .............. ..... ........... ....... .. ... ...... ........ ..... ....... .... ...... ..... ....,--. . ... .... .. ........ ...... ................. ...............................................................................................04......................................................................................................................................................................................-....-.........-..................................................................................................... ................................................................... ......................................~.._. .............................................................................-...................................................................--......................... .........._..,........................................... .............................................................. ......................................................... ...........................................................................................................................................-................................................... ............-...................................-............. ...........................................................-..................................................................................................................................................................................................................,.................-...........-.............................................-.................... ............................................................... ........................................................... ........................................'.............................................................................................................................................. ......................................................... I I 12. How and when will you pay for the equipment putchased? r- . ......... ................ ... ....... ...... ............. ........ ........ ..... ..... ......... ...... .....1. -.. . .... ...... ....... ....... ................. .... ......... ......... ........ ............ ......... ....... ........ ...... ....... ............ ... . .... . ........ .... .................. ............ ........ ........... ........ ......... ....... .... .,. .., j ................... ..................... .................. ........ ............ .... ......... ........... ........... ............ ...... . . .... .... 13. Do you propose to rent any equipment for this work? If so, state type, quantity and reasons for renting. ......................................................................................................................................................................................................................................................................................................................-....................... ............................................................................................................................................................~...................................~...............~....~................~.................................~........................-..................~........_...................-..............~..................~............. I ..~........~.....~............~.............................................................................................................~..~..~........~..........................~.................................~....~............~............................................_..........;,..~~.................-~................~..........................................-. ......................~........~.......................................................~~...~...................~......~............................~........~................_.........................~....-......~......~.......~............................~...............................................................................~......................-.............~....... r 14. Have you made contracts or received finn offers for all materials within prices used in preparing your proposal? Do not ~ give names of dealers or manufacturers. ...._.........._..............._...........~...................................................~.......~...~.....~...........................~....................................~~.....~..............u.........................~..............................~......~.................................~........-........~.~..................................-...-~.............- ......................................~..-~~~.~......~.....................................~........~..................~..........................~....~.............~....................~.....~................~.~......~................~......~..................~........................~~....................~.~......................._~......_.......-........ ,-- t i I i Da ted at ............. ...................... ............ ..... .......... this .......... ........:.................... ........... da y 0 f............................ ........................ .... .......... 20 ...........................~...~.........................................~..................................~.......~~......................................................~................~........ (N"me of O<ganiz"tion) By............................................................................................................................... .................................... .............(Ti.[i~.~rp;;;;,~.s;;;~il>......... ..........................-............ STATE OF. ........................................................ ) ) SS: CO UNTY OF........................................................ ) " ..........................................................:....................................................................being duly sworn, deposes and says that he is a member of ...............................................................................................................................and that the answers to the questions in the foregoing (Name of Organization) questionnaire and all statements therein contained Je true and correct. Subscribed and sworn to me this ........................................................day of ............._......................................................20 1M Y conunission expires ......................................................................... ...........~............~.....................~.......... r. ..- f i ~-. 5:\5ydn01\ WPDOCS\05\OS46Aldivision B. wpd B-114 CONTRACTOR'S FINANCIAL STATEMENT Submitted by .,.... ............................... ............................................---.................................................................. :................... ........ { A Corporation A Co-partnership An Individual principal office at ................... ........ .-.......-......................-..............--.......................-................................................ ......................... ........-.........--... ............... ............... ............... ..-................ ......................... ............ ......... To .....................u................................................-................................................-...........................................................u.........u.................................-.............................................................................................--..............................................................................- Conditions at close of business 1 2 3 4 5 6 r- 7 8 9 10 11 ,- r ASSETS Cash: (a) on hand l.............................<b) in bank t.........................................cc) elsewhere ~.......................... Notes receivable (a) due within 90 days .........._..................................................................-........................... (b) due after 90 days ...................................................................................................-...... (c) past due ...... ................... .............................................. ... .... ....................................... ...,.... Accounts receivable from completed contracts, exclusive of claims not approved for payment .............. Sums earned on uncompleted contracts as shown by engineer's or architect's estimate (a) Amount receivable after deducting retainage .................................................... (b) Retainage to date, due upon completion of contracts ............................................... Accounts receivable from sources other than construction contracts .....-.............................................. Deposits for bids or other guarantees (a) Recoverable within 90 days ..................................... (b) Recoverable after 90 days ..................................... Interest accrued on loans, securities, etc. .........._............................................................................................... Real Estate: (a) Used for business purposes................................................................................................ (b) Not used for business purposes ..................................................................................... (a) Listed - present market value ......................................................................... (b) Unlisted - present value ......................................................................... Materials in stock not included in Item 4 (a) for uncompleted contracts (present value) .........-... (b) other materials (present value) ............................ Equipment, book value ....... ...,. ...... ..m............................... .................... ............. .................. .......-........................ .., Furniture and fixtures, book value Other assets Stocks and bonds: ....................--......................................................................................................-............................................................... ...................................-....................-..................,.........................................................................................................................-.................-................................ Total Assets LIABILITIES Notes payable (a) to banks regular ...................m...'.............................................................................m. (b) to banks for certified checks ..................................................................................... (c) to others for equipment obligations ......................................................................... (d) to others exclusive of equipment obligations ............................................................... Accounts payable (a) Not past due ............................................................................................................... (b) Pas t due ..................... .................... ... ... ........... .......... ........ .... ..... ...................... .......... Real estate encumbrances ..........................-..........-.................................................i.......................-.....................................-.......................~~~-.~...........-................. Other liabilities ............. .._ ........... ..................................................................... .............. ...................................... Reserves ..................... ......................................................... ......... ................ ..................................... .......... ............. Capital stock paid up (a) Common ........................................................................................................... (b) Common ........................ .................... ............ ........ ...................... ......... .......'. ... (c) Pre ferred ......................................................... ........................... ........... ............ (d) Preferred ........................................................................................................... 7 Surplus (net worth) . ....... ......._........ ............................................... ............ ...................-............................................ , Total Liabilities 1 2 3 4 5 CONTINGENT LIAQILITIE~ Liability on notes receivable, discounted or sold ...............~...~........................~u~..u.....~........._......n..............................--............................... Liability on accounts receivable, pledged, assigned or sold ............................................................-........... Liability as bondsman ............................................................................................ .......................................---....... Liability as guarantor on contracts or on accounts of others ........................................m.............................. Other contingent liabilities ......................................................................................T;t;j.C;~:;~~~tii;biliri~~ S:\Sy<Iney\WPDOCSIOS\0546A\division B. wpd B-115 Dollars Cts. r 1 Cash (a) on ha.nd ................... ........................................................................,....................... .......... $ ...........................................-. ...... (b) deposited ill banks named below .....................................................................-.. $ ......................................-...-...... (c) elsewhere - (state where) ......................................................_................................. $ ............................-..................... DETAILS REUTIVE TO ASSETS r I ! , . NAME OF BANK LOCATION DEPOSIT IN NAME AMOUNT ...........................................................................................................n...................---....................................................................................................................................-................-.......................-...............-.............................................................................................-............. ............................................................... ................................................. ................. ........................-.... ............................................................ .................. ........ ...................................................................--.........- ..-.......................................... ............................................ ........... ..... .~........................................................... ...~..~....... ............ .......................... ........................._~........................... ..................................... -.....................-........ .................. ... ........ ................................... .................. ....... - ........... 2* (a) due within 90 days ................................................................................... $ ..........................................--....... Notes receivable (b) due after 90 days .......................................................................................... $ ................................................... (c) past due .................................................................................................-.......... $ .......................................... .......... FOR WHAT DATE OF MATURITY HOW SECURED AMOUNT RECEN ABLES FROM: NAME AND ADDRESS ...........~........................._..............................................................................................................................-....................... ....................................... ................................................................................................. ............................................................-.............. .......................................................................................~.................................................................~............................................... .........-................................ ....................................................-......................-........................ .............................................-....................-................ .............................................................. ..................~................................................... ..................................... ..................................... ............................................. ... ...-......................................................... ................-............. ........ ......................--...............................-......... ................ Have any of the above discounted or sold? If so, state amount, to whom, and reason. , . . . .. ...........~......~......................................................~..............................:....................-..............................................................................................................-................................................................~.......................................................~...........................~......................_...._.......................... ; . ' 3* \ Accounts receivable from completed contracts exclusive of claims not approved for payment NATURE OF AMOUNT OF CONTRACT CONTRACT .........~............~.-...._................. NAME AND ADDRESS OF OWNER AMOUNT RECEN ABLE r- . t ...... ..... ...................... .................. .............m........... .......... ................. m........... ..... ......... ................... .................... ....................... ......... ..... ......... .... ..... . .......... I ............. ............... .... ......................... .................................... ...................... ........ ....-........... . ..-....... .... ..........-........... .-........................................ ....... ....... ~.... ................~....... ......... ............. ...................- --................ .......... ...... -..--...--. .... -... ....................... ............ .....~~...... ...~................~~............................_.......-....................... ................... ... ......... ................ ....... .........._...... ........ ............u ............................ ........... ................... ..............~ .............................~................................~.... ............... ..............~... ............ ........~.. ........ ................... ....... -.. ..... ....~...i........ ............ .......~...-......................~......................~...................................... ~..........~...... ........................~......................................................... ~........................ .................. ~..... .......... ......................... ........ .... ............ ............ ..............-.......-................................-... ..... .~..... I I Have any of the above discounted or sold? If so, state amount, to whom, and reason. I ...... ....................................... .... ... ............ .......... ................ .. . ........ ......... .. J... .,..... .... .......... .... ............... ........ ....... ........... ................. m........ ................ .... ...... ..... - - .......... , Sums earned on uncompleted contracts, as shown by engineer's or architect's estnnate 4* (a.) Amount receivable after deductingretamage $ ..............................................................-_..............~ .......................................................................................-............... (b) Retainage to date due upon completion of contract $ .............................................................. -................... ..................~................................................................. DESIGNATION OF AMOUNT OF AMOUNT AMOUNT RETAINAGE AMOUNT CON1RACT AND NAME EXCLUSIVE OF AND ADDRESS OF OWNER CONTRACT EARNED RECEIVED WHEN DUE AMOUNT RETAINAGE .................................................~.........................~....................... ........................._........u..................... ............................................... .............................-....................... ................................................... ...............................~......... ........................~........-...................... ............................................................................................................. ........................................................... .................................................... ~.......................................................... ............-............................-..... ...................~.....~............... .......................................--................-.. ........................................................................................................ ...........-............-.................................... .................................~.............. ......................................................... .................................................... ...............................~........... ......................~............-........................ ...................................................................................................... ............................................................. .........................-...................... ..........................................."................ ................................-......-....... ......................................... .......................................-........................ I I I I . :E-;Iave any of the above been sold, assigned or pledged? If so, amount, to whom and reason. L n ~ ..~.................................~.............-............_.................................................................................:-.........................~................................................_..................~.........................................................:...........................................-.......~.......................................--.................... . List separately e-a.ch item amounting to 10 percent or more of the total and combine the remainder. ........ t S:ISydneyIWPPOCS\0510546Aldivi.ion B.wpd B-116 , 5 * \ Accounts receivable not from construction contracts ......m....m..................---.---.........--. $ RECEIVABLES FROM: NAME AND ADDRESS FOR WHAT WHEN DUE ..............................-................................-........................... "".. ...... ...... ... ...... ..... ....... ... .... ....... ...... .... ....... ....m... ....... m" ..... ........ ." ...... .-.... .................... .. ................. . ..... ............ .... ........ ." ...... ....... ......... ............. ................. ........ AMOUNT .. ... ........ ............. ....... ... ......... .......m." .... .... .............. .... ....... ......... ....... .._... ...... .......................... ....... .... ... ..... ..",., ..-. ... ............. .., ... ... ...... .... ..... ... no ... ........ ... ... ....... ~ ". ...... ........ ... ...... ..... ............ ..... ........ ..... ..... .... .............. .... ....... .. ... .... ........ ...... ......... ............... ...... .. .............. .. ..... .......... .... ........... ., . ..... ....... .... .. .'. ................. ...... ~ What amount, if any, is past due , 6* Deposits with bids or otherwise as guarantees $ ...-............................................................................................................ ..................-...................................................................- DEPOSITED WITH: NAME AND ADDRESS FOR WHAT WHEN AMOUNT I RECEIVABLE .................................................-........................................................................................................................... ................................................................................ ..........................................................-....-.................. ..........................................................................-- ........................................................................................................................................................................................ ............................................................ .................................................................-...... ..................................................................-... I .......................-.....................................................-....................................................................... ................................................................... ..........................................................-.............. ......-..........................................................-.. ................................................................................................................................................................ ..................................................................... ..............-.................................................... .......................................................................- 7 Interest accrued on loans, securities, etc. $ ..,..........-.......-................................................................................... ...................................................................................-... . ON WHAT ACCRUED TO BE PAID WHEN AMOUNT , .........................................................-............................. ....................................................................-... .............................................................................................................................................................................................................. ...................................................................................................................................................................................................................... ................................................................................ ............................-.....................................--.. ..........'.........................................................................................................................................................................1.............................-................ .......................................................................................... ............................................................................ , ...........................-.................................................................................................................................'.............-.................................... ............................................................................................. ...........................-.............................................. i S Real estate { (a) used for business purposes $ ................................................................................................. ................................................................................... book value (b) not used for business purposes $ .............................................................................. ...................................................................................-.. IMPROVEMENTS TOTAL BOOK DESCRIPTION OF PROPERTY NATURE OF BOOK VALUE VALUE IMPROVEMENTS 1 ....................................................................... ........................................................................................................................................................ ......................................................................... .......-..............-......................... 2 .................................................... ............................................................................. .................................................................................................................-.................................. ............................................................................... 3 ......................................................................... ........................................................... ..................................................................... ............................................................................................................................................................ 4 ...................-.....................-......... ................................................................- ....... ........................................................................................................................................................... ................................................................................... 5 ........................................................................ ....................................................... ............................................................--..... .........................................-................................................................................................................. 6 .-........................................................................ ....................................................... ..........................-................................-...... 7 .................................................................................................-................................................... LOCATION HELD IN WHOSE ASSESSED AMOUNT OF NAME VALUE ENCUMBRANCES 1 ....................-................................... ..................................................................... ........................................................................................................................................................... .......................................................................... 2 I ...................................................................... ........................................................................................................................................................ ......................................-.............................. ..................-............................... 3 ...............................-...................... ......................................................................... ....................................-................................................................................................................... ...................................................................... 4 .......................................................................... .................................................................................................................................................. ..................................................................................... ...-.................................................. 5' , ........................................................... .....-......................................................-....... ..............................................................................................-........................................-.............:........ .................................................................. 6 .............................................................. .....................................................................-..... .................................................................................................................................................~.......... ...............................................................-............. 7 I I . ........................................................................................................................................................................ ..........................................................................- $ r- r- f r r' t ,..... *: List sepantely each item amounting to 10 percent or more of the total and co~bine the remainder. ".-. ! r i s:\Sydney\WPDOCS\OSIOS46Aldivision B. wpd B-117 r L DETAILS RELATIVE TO A,SSETS (Continued) t Stocks and bonds (a) Listed ... present market value $ ...-............-..-..--.........-..................-................ ...........................--...-...............................-..................... (b) Unlisted ... present value $ ..---.....-................--.................-....................................... .................-.................................................................... LIST NT. OR PRESENT F-'SCRIPTION ISSUING COMPANY DIV. PAID PAR MARKET QUANTITY AMOUNT VALUE ~ DATE % VALUE ........u.............................................._ ............................................---....-....-...-................................... .................................................. ..--..--.................................... .......................-.............. ............................................... ...................................... ~ r '..................-..................--........ .... ..... ................... ..............-...... ~.. ~~ ~.............~. ..... ............. ....~..... ............~.........._._.;...... ......-........................-.......... ................................. ......~.......~................... ................................ ;, , ................~............_................... ...-................................................................................- .............................................. ............................................ ............-....................... ...................--......................... ....................................... ......u...............~............................ .................................-................................................................ ..............-....................... -.......................................... ............................................. ........................................... .................................... t ,........................................................ ...................................................-....................................~.. ..-...................................... ..-.................................... .....................................-..... .............................................. ................................... I ............................................................ ....................................................................................................... ................................................ ...........................................- .................................... ...............................-..........- ............-......................... r~Ho' HAS AMOUNT IF ANY ARE PLEDGED OR IN ESCROW, STA 1E FOR WHOM AND PLEDGED JOSSESSION? REASON OR IN r ESCROW ; . ....................................~................... ...........................................................--....-.............................................................................................................................................................................................................. ................-................- ........................................................ .......................................................-................................................................................................................................................................................................................. ........-..........................- .....................................~............... ................................................................................................................................................................................................................................................................. ................................. i .............................................~................. .......................................................................................................................................................................-........................................................................................................... .................................. r:::::::::::::::::::::::::::::::::::: ........................................................................-....................................-...................--........................................................................................................................... ...........................-...... ..............................................................................................................................................-..........................-.......................................................-.............................-..................... .................................... : I Materials 10 stock and not included 10 Item 4, Asset~: n (a) For use on uncompleted contracts (present value) $ ......~................................................................................................- . ................................... (b) Other materials (present value) $ ....................................................................................................- - .............................-.................................................................... ~ PRESENT VALUE ': SCRIPTION OF MATERIAL QUANTITY FOR UNCOMPLETED OTHER MATERIALS ~ CONTRACTS /"""'"'................ ......m..............................m........... ...................................................-................ ............................................................................................... ............................................................-................................. - t , .......~..............._.............................................................................- ..........................................-....................... ......................................................................................... .................-.............--...................................................- -- ~ , ..........-...............................................................................................-..... ................-.-................-............................. ........~................................................................................. ..................-......................................................................-.- -- .-............................................................................................................. ................................................................. .-................-........................................................................... ........................................................................................... -. ;. ~' ll* Equipment at book value $ ........................-.........................................................:...-.................................................................................... ....................................................................................... .. ,...... i AGE OF PURCHASE DEPRECIATION BOOI<- . .NTITY DESCRIPTION AND CAPACITY OF ITEMS CHARGED OFF VALUI .. . 11EM PRICE r-.................. ............................................................................-...................................................-................... ................................. ..................................................... ..................-............................................ .......................- ... I , ...................- '............................ ........................-............................................................-............-................................................................. ...-........................-. ................................................... .....~....................... ................................. .-. , .................................. ....................................................-...............................................-............................................................. ................................... ................................................ ....................................~...................... ......................... ... f i \.ere ahy liens against the above? If so, state total amount I h <ir more items are Iwnped above, give the swn of their ages. S:lSydney\WPDOCSIOSI0546Aldivision B. wpd B-118 $ ....... .................................. ..........- DETAILS RELATIVE TO ASSETS (Continued) 12 13 Furniture and fixtures at book value $ '''.0.''''--.''''-. _..___.._ ............................................. ................................................ .............................................-................ .................-....... Other assets $ ......... ....._.... ..... ..n.... .... ....... ... .............. ..................... ..... ..0.......... ..._ _ _....... ....._ _ h _.0... _._ _. _ ..... 0_ O' 0... 0... _ _ _.0.0 .m__ _,.0.0' - ....... .... ......... DESCRIPTION AMOUNT ....................................................................................................................................................................................................................................................................................................................... .......................................................................................n....... ..........................................................................................................................................................................................................--............-....................................................-.......... ......................-...........................-.................................. r I. Total Assets: l (a) To banks, regular $ .............................................................................................................-..............-.............. .....................................................-............. 1 { (b) To banks for certified checks $ .................................................................................................................. ................................................................ (c) To others for equipment obligations $ ...................................................-........................................ .........................-................................................ (d) To others exclusive of equipment obligations $ ...................................-...................-.............. ............................................................................ TO WHOM: NAME AND ADDRESS WHAT SECURITY WHEN DUE AMOUNT .......................................................................-................................................................ ....u_.............................................................. .........................................-...................... ..................-................................................................... ....................................................................................................................................... ........................................................................... ........................................................................ ...................-........................................................................ 2 { (a) Not past due $ ................................................................................................................................................................................. ................................................................... (b) Past due $ ..........._.............................................................u............................................................................................................. ........................................................................... ,TO WHOM: NAME AND ADDRESS FOR WHAT DATE PAYABLE AMOUNT ............................................................................................................................................ ........................................................................ ......................................................................... ........................................................................................... .........................................................................................................................-........................... -......................................................................... ......-.........................................-..................... ..........~.................................................................................... 3 Real estate encumbrances (see Item 8, Assets) $ ...-.................................-...........-................................ ...................-..................-.......................................... 4 Other liabilities $ ...........................................................-..................................-...................-...................................................................-....... ............................-.........-......-..................-............ DESCRIPTION AMOUNT ........1.................................;...................................................................................................................................................................................................................................................................... ...................-......~...........-.. .:................................................ ...................................................................................................................................--.....................................................-.............................................................................-............................ .................................-................................................. S Reserves $ ...........................-.....................................-................-...........................................................................................-................................................ ..-.........................................................-.................-.... INTEREST INSURANCE BLDGS & FIX PLANT DEPT. TAXES BAD DEBTS $ $ $ $ $ $ 6 up{ (a) Common $ .........................................................................-... Capital Stock paid .........................................................................................................-...................................... (b) Preferred $ , ............................-.................................................................................................................. ..........-................................................................ 7 Surplus $ ..-....................................................................................................................................................-...................................................................... ........................-.............................................................. I Total Liabilities: DETAILS RELATiVE TO LIABILITIES S:\Sydney\WPDOCS\05\OS46AldivisiOll B.wpd B-119 If a corporation, answer this: , Amount for which incorporated .....................................................................................-..............................................................-................................-....................-...................-.............-......................-.................................................... \... 4 ..:al p aid in cash....... ............ .............................. ........ ........ ..: .........._..............................._....... ..........._....... $ ............:...................... ....-......... ..... ......... When incorporated ...................................................................--................................................................................................---..............................................................-........-.............................................................--....-............................................ In what state ............................. ............................................................................................ .... ...................................................._..............._.....__....... n_................_..................... ................-................. ........................................................-..................... Names and titles of all persons having authority to execute and receipt estimate vouchers and to conduct other business for the. corporation, including its officers, the signatures of whom are legally binding. .. ............. ................ ...................................................................................-...............................................-... ............................................................-........................................................-..............................-......... ......... ...................... .............. ....................................... ....................................................................................................-.......................................................................................................................................................................................................................................................................................... ..............................-................................................................ .......................................................................................-.............-........................................................ ..-.................-.......................................-................... .............................. ............. ............................................-.........................................;................................................................................................--.......................................................................................................-............-.................................................................................................. ..... .......... . ....... .... ......... ....... .................. ...... ............ ....................... ...... .................. ................ .................. ......................... .............................. -..... ........ ........ ...................... ...... ....... ...... ............ ........ .... ........................ ................. ............ .................. ........ ......... . ............... ............... ..... . ....... ..... ...... Do you have the necessary "certificate of authority" to transact corporate business in this state, under the terms of Chapter 215, Acts of 1929, and acts amendatory thereto? .............................._............................................................................................... If a co-partnership, answer this: r0- t I Date of organization ..................................-..-..-..-......--.....................--..-.........................-..............................................................-..........................................................................................................................-........................... State whether co-partnership is general, limited or association ............................................-........................................................-................................-.................................................................. Give the names, addresses and proportional interests of all parties ....................................................................................................................................-.....-..............................-.. NAME ADDRESS SHARE $ .......................... ......-....................................................................... ....... ........................................................................ .................... ................................................................. ...........................................- .................................................--..............................---...........................-................................................-................................................. $ .......................................................................................................... $ ........................................................................................................ $ .......................................................................................................... $ ....................................................................................................... $ ........................................................................................................... $ ..................................................................................................... $ r .......................................................................................................................................................................................................... .....................................................................................................................................................-................................................... ..............................................-........................-......................................................................-........................................................ ......................................................................................................................................................-.....................................-........ ............................................................................................................................................................................................................. .............................................. ...........-..........-. ............................. ................................................................................. ....-.....................................................-.................................................................... ........................................................................................................ ,--. t r S:\Sydncy\WPDOCS\05\0546Aldivision B.wpd B-120 The ~e of the partnership firm under which the above partners are operating is ....... -.......................-...................................... ...........................--.......... ..................................-............ Gi:;~.~~;.~d.rid;;.;i;n.p~;~;;~~.~~g.;~th;;ritY-t~-~~~t;~~d.~~~cipt~~~~t~.:;~~h~~..~~~i"t~-~~~d~~t.;;th~;.b~~~~~.f;;~.th~.p;rt~~~.~hip.:.th~ r signatUl:es of whom are legally binding. ...........--..........................................................................................-..........--..................--.............................-.....-...--.........................--.................-.............................-.................................;................................--................................-.............................................................--... ...............u ...............................................................................--..-....................--.............--........-.....-..---....................-........................................................................................................... ...........................................-.... ................................. ............... Th~';;;-d~~~~dj;~~;by.d~~~~.th~tth~.f~;~~~.~.~.~.~-;~~t.~f"ili~.fi~~~ci;i.~;;~diri~.~.~fih~.~~~;;r~;~p;;;;:;~.;;.hip.~;.~~;p~;~ri;;~.h~;~~ first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that any depository, vendor or other agency herein named is hereby authorized to supply such party with any information nec~ssary to verify this statement. NOTE: A co-partnership must give firm name and signatUl:e of all partners. A corporation must give full corporate name, signatUl:e of official and affix corporate seal. .........................................-...................-.............................................................................................. ...........................................................................................................................................-.. .............................................................................................................................-.....-..... ..........................................................................................................-........-.........-. Affidavit for Individual COUNTY OF ...... ...... ...............................- ........... ) ) SS: ......... .... ... ............ .... .... ........ ... ......... ) STATE OF ......,..............................................................................................._...................being duly sworn, deposes and says thereof that the foregoing fl11ancial statement, taken from his books, is a true and accurate statement of his financial condition as of the date thereof and that the answers to the foregoing interrogatories are true. ....................................................................................................................... (Applicant must sign here) Subscribed and sworn to me this ...................................... day of ...................... 20 ............... ..,..... .... ............... .........................................................-..-............................................................................-................. Notary Public Affidavit for Co-Partnership CuUNTI OF ...........................................................................................................................being duly sworn, deposes and says that he is a member of the firm of ...........................................................................................................................and that he is familiar with the books of said flnn showing its financial condition; that the foregoing financial statement, taken from the books of said firm, is a true and accurate statement of the financial condition of said flnn as of the date thereof and that the answers to the foregoing interrogatories are true. ........................................................ ) ) SS: .............. ........ ...... ............................ ) C~'TE OF ..................................................................................................................-..... (N1ember of firm must sign here) Subscribed and sworn to me this ......................................day of ...................... 20 ............... ..................................................................................-.............................................................-..................-....-........ Notary Public Affidavit for Corporation COUNTI OF ..............................................................................................._..................being duly sworn, deposes and says that he is a member of the corporation of J............................................................................_....................................described in and which executed the foregoing statement; that he is familiar with the books of said corporation showing its financial condition; that the foregoing financial statement, taken from the books of said corporation i: a true and accurate statement of the financial condition of said corporation as of the date thereof and that the answer to the foregoing interrogatorie are true. ........................................................ ) ) SS: ...... ........... ....... ........... .. ................... ) STATE OF r-- ~. . .....~....................._.............................................................................-............. (Officer must sign here) (!-. . ! Subscribed and sworn to me this .................................._..day of .............m........ 20 ......m...... '.................. .-.....................................-...........................-....................-.........-..........................--................-..... Notary Public r S:\SydneylWPDOCS\OS\0546A\division B.wpd B-121 r- ~; ,. , f DIVISION C - GENERAL CONDITIONS r SECTION C-l- GENERAL CONDITIONS 1.0 TERMS DEFINE].) 1.1 OWNER JEFFERSONVILLE SEWER BOARD CITY OF JEFFERSONVILLE, INDIANA 1.2 ENGINEER JACOBI, TOOMBS AND LANZ, INC. OR ITS AUTHORIZED REPRESENTATIVE r' 1.3 CONTRACTOR PERSON, FIRM OR CORPORATION TO WHOM THE WITHIN CONTRACT IS AWARDED BY THE OWNER, AND WHO IS SUBJECT TO THE TERMS THEREOF ,....... 1.4 A.C.I. 1.5 A.S.T.M. 1.6 N.E.M.A. 1.7 A.A.N. 1.8 E.D.A. 1.9 A.W.W.A. 1.10 A.N .S.I. 1.11 O.S.H.A. AMERICAN CONCRETE INSTITUTE AMERICAN SOCIETY OF TESTING MA TERlALS NATIONAL ELECTRICAL MANUFACTURERS ASSOC. AMERICAN ASSOCIATION OF NURSERYMEN ECONOMIC DEVELOPMENT ADMlNISTRA TION AMERICAN WATER WORKS ASSOCIATION AMERICAN NATIONAL STANDARDS INSTITUTE OCCUPATIONAL SAFETY AND HEALTH ADMIN. ,....... t r S:\Sydney\ WPDOCS\OS\OS46A\divi,ioo c. wpd C-l 0 1 . I 2.0 UNIT PRICES ON BID FORM 2.1 The list of unit prices to be submitted with the bid form if asked for in the "Instructions to Bidders", are for all work and deleted, additional or omitted work as ordered by the ENGINEER. All prices as shown by the bidder shall be installed prices unless requested differently on the bid form. . . 2.2 The total job shall be bid and paid for as mentioned in the "Instructions to Bidders". 2.3 Extras shall be handled and paid for as stated in these specifications in paragraph 22.0 "Extra Work Procedures" and in paragraph 23.0 "Extra, Additional or Omitted Work Payment." . 3.0 CONTRACT SECURITY . 3.1 The CONTRACTOR shall furnish a surety bond in an amount at least equal to one hundred percent (100%) of the contract and for payment of all persons performing labor or furnishing materials in connection with this contract, and securing f&ithful. maintenance of said work for a period of one (1) year after final acceptance of this contract. . . 4.0 CONTRACTOR'S INSURANCE, GENERAL . 4.1 The CONTRACTOR shall not commence work under this contract until he has obtained all insurance required under Articles 5.0 and 6.0, General Conditions, and such insurance has been approved by the OWNER. . 4.2 The CONTRACTOR shall not allow any subcontractor to commence work on his subcontract until all similar insurance required of the subcontractor has been so obtained and approved. . 4.3 Insurance required in Articles 5.0 and 6.0 will not be required of CONTRACTOR's not performing work at the site of the improvements. . 5.0 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE . 5.1 The CONTRACTOR shall take out and maintain, during the life of this contract, such Public Liability and Property Damage Insurance as required to protect himself and any subcontractor performing work covered by the contract from claims for damages for personal injury, including accidental death, as well as claims for property damages, which may arise from operations under this contract, whether such operations be by himself or by any subcontractor, or by anyone directly or indirectly employed by either of them, and the amounts of such insurance shall be as follows: . ~ .. . GENERAL (COMPREHENSIVE) LIABILITY . S:\Sydney\WPDOCS\05\OS46Aldivision C.wpd C-I02 . . r i 5.2 r I . i (1) Bodily Injury or Death - Each Person $500,000 (2) Bodily Injury or Death - Each Accident $500,000 (3) Property Damage - Each Accident $100,000 (4) Property Damage - Aggregate $300,000 The aforesaid requirements for General (Comprehensive) Liability shall also satisfy the requirements of the "Save Harmless" clause set forth in these Ge.neral Conditions, Article 7.0, "Responsibility for Damage, Claims, etc.". If insurance provided above does not satisfy these requirements, additional insurance shall be provided to satisfy such requirements. 6.0 EMPLOYEE INSURANCE 6.1 The CONTRACTOR shall comply with the . laws of the State of Indiana regarding employment and payment of employees, and shall maintain insurance satisfactory to the OWNER to protect both himself and the OWNER from claims under Workmen's. Compensation Acts and from any other damages for personal injury, including death, which may arise from operations under this contract, whether such operations be by himself or by any subcontractor or anyone directly or indirectly employed by either of them. 6.2 Certificates of such insurance shall be filed with the OWNER and shall be subj~ct to his approval for adequacy of protection. r- ~. r 7.0 RESPONSIBILITY FOR DAMAGE, CLAIMS, ETC. 7.1 The CONTRACTOR shall indemnify and save harmless the OWNER and all of its officers, agents, and employees from suits, actions, or claims of any character, name and description brought for, or on account of, and injuries or damages received or sustained by any person, persons, or property by or from said CONTRACTOR or by or in consequence of any neglect in safeguarding the work or through the use of unacceptable materials. in construction, or by or on account of any act or omission, neglect, or misconduct of said CONTRACTOR or by or on account of any claims or amounts recovered from any infringement of patent, trademark or copyright, or from any claims or amounts arising or recovered under any law, ordinance, order, or decree, and so much of the money due the said CONTRACTOR under and by virtue of his contract as shall be considered necessary by the OWNER may be retained for the use of the OWNER, or in case no money is due, his surety shall be held until such suitor suits, action or actions, claim or claims for injuries or damages as aforesaid shall have been settled and suitable evidence to that effect furnished to the OWNER. 8.0 CONTRACTOR'S UNDERSTANDING 8.1 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 equipment S:\Sydney\WPDOCS\OS\0546Aldivision C.wpd C-I03 . and facilities needed preliminary to and during the prosecution of the work, the general and special conditions, and all other matters which can in any way affect the work under this contract. . . 8.2 No verbal agreement or conversation with any officer, agent or employee of the OWNER, either before or after the execution of the contract, shall affect or modify any of the terms or obligations herein contained. . 9.0 PAYMENT OF CONTRACTOR ~ 9.1 At the end of the twenty-fifth (25th) day of each calendar month that construction has been in progress, provided that at least thirty (30) days shall have elapsed since the beginning of construction, the CONTRACTOR shall submit to the ENGINEER his estimate of the percentage oftotal work completed and his claim fornim~ty percent (90%) on the appropriate claim form. The ENGINEER shall then process the claim and submit it for approval of payment by the OWNER at its next regularly scheduled meeting. . . 9.2 When the project has been completed and accepted by the ENGINEER and OWNER, the OWNER shall pay to the CONTRACTOR the full amount due him under this contract including the amounts withheld from previous payments within thirty (30) days of said acceptance. . . 9.3 Before final payment, the CONTRACTOR shall show to the OWNER satisfactory evidence that all just liens, claims and demands of his employees or from parties from whom material used in the construction of the work may have been purchased or procured are duly satisfied, ~d that the material furnished and the work done are fully released from all such liens, claims and demands. . . 10.0 STRUCTURES AND UTILITY SERVICES ENCOUNTERED . 10.1 Various underground and service structures, including water distribution system mains, hydrants, gas lines, storm and sanitary sewers and other such items are shown 011 the drawing for the information of the CONTRACTOR. .. 10.2 This data obtained from various records are shown only as a convenience to the CONTRACTOR in locating the utilities and structures. Such information is not to be construed as a representation that such structures will be found or encountered as plotted. . 10.3 Other Structures and utilities may be encountered which are not shown on the drawings. .. 10.4 If any such interference is encountered during the course of construction, the CONTRACTOR shall make suitable arrangements with the public utility or service company involved to cut and repair, remove and replace, abandon or relocate any structure so . . S:\Sydncy\WPDOCS\05\0546AldMsion c. wpd C-I04 . . r encountered, all at the expense of the CONTRACTOR with no additional cost to the OWNER. "," ..,.... ""," ,.,',. .. ..:".... 10.5 The CONTRACTOR shall make every effort to avoid damaging existing underground utilities. 10.6 Where replacement of utilities, storm or sanitary facilities or other items of the OWNER are necessary, the repairs shall be made using the same type of materials and methods employed in the original construction, and all costs shall be paid by the CONTRACTOR, with no costs to the OWNER. ,-. I . 10.7 Sewers that do not interfere with the construction of this project, but are damaged due to the negligence of the CONTRACTOR shall be replaced at his own expense, with no additional cost to the OWNER. r t 10.8 If sanitary sewers or laterals are encountered that require relocation before completion of this project can take place, or are ordered relocated by the ENGINEER, this work shall be paid for by the OWNER. 10.9 The CONTRACTOR shall not be required to relocate public utility poles. Such relocation, if required, shall be done by others. 11.0 TIMELY DEMAND FOR POINTS AND INSTRUCTIONS 11.1 The CONTRACTOR shall provide reasonable and necessary opportunities and facilities for setting points and making measurements. 11.2 He shall not proceed until he has made timely demand upon the ENGINEER for, and has received from. him, ~uch points and instructions as may be necessary as the work progresses. 11.3 The work shall be done in strict conformity with such points and instructions. 12.0 LINES AND GRADES r i t t .12.1. The ENGINEER will stake all TBM'S and Control Points. r 12.2 The CONTRACTOR shall set all other stakes, grade stakes, or control required for construction of this project. 12.3 It shall be the CONTRACTOR'S responsibility to establish intermediate lines, grades and elevations, based on control points established by the ENGINEER, to complete the project . as shown on the plans and stated in the specifications. S:\Sydney\WPDOCS\OS\OS46Aldiv;sion c. wpd C-I05 . 12.4 All stakes will be set on a one-time basis. . 12.5 Stakes which must be replaced by the ENGINEER will be at the expense of the CONTRACTOR at the current rate per survey crew-hour, including travel time, reg;:ndless of the cause ofloss ofthe stakes. . 12.6 Such expense for fe-staking shall be deducted frornany monies due the CONTRACTOR, and paid to the ENGINEER. . 13.0 ASSISTANCE BY CONTRACTOR . 13.1 The CONTRACTOR shall furnish the ENGINEER or his assistants with any labor required and necessary in the establishment of lines and grades or for the thorough inspection of, the culling over, or the removing of defective materials, or for thorough examination into any of the work or any other purposed required in the discharge of their respective duties, for which no additional allowance or payment will be made. . .. 14.0 INTENT OF PLANS AND SPECIFICATIONS . 14.1 All work that may be called for in the specifications and not shown on the plans, or shown on the plans and not called for in the specifications, shall be accepted and furnished by the CONTRACTOR as if described in both ways. . 14.2 The plans and specifications are intended to be explanatory to each other, but should any discrepancy appear or any misunderstanding arise as to the meaning of anything contained in either, the ENGINEER shall make the necessary interpretation. .. . 14.3 The CONTRACTOR shall keep one set of plans and specifications on the site of the work at all times. This set shall be kept current by the addition of all approved changes, addenda, and amendments thereto. .. 15.0 PROTECTION OF THE WORK . 15.1 The CONTRACTOR shall continuously maintain adequate protection of all his work from damage and shall protect all adjacent or encountered property from injury or loss arising in connection with this contract, as provided by law and the contract documents. . 15.2 The CONTRACTOR shall provide and maintain all passageways, guard fences, lights and other facilities for protection required by public authority or local conditions. iii 15.3 The CONTRACTOR shall make provisions to properly protect all work, persons, animals, and property against injury or damage. . . S:\Sydney\WPDOCSI05\0546AIdivisi0ll C.wpd C-I06 . . At night, all warning signs shall be properly illuminated so that they are easily read. The ENGINEER may order additional lights or torches in place along the work when he deems it necessary. Items in this section shall be provided by the CONTRACTOR in his bid price or prices. The extra lights, as deemed necessary, shall be provided with no additional cost to the OWNER. 16.0 TRAFFIC CONTROL 16.1 The CONTRACTOR shall provide and maintain access to and from the job site so daily operations are not hindered. 16.2 Sufficient barricades, supplemented by \V~t~hrr1e~~~nagmen, if deemed necessary by the EN GINEER, shall be continuously provided to protect any and all partS of the work and to insure safe and orderly movement of traffic. 16.3 In case of violation of these provisions, operations shall be suspended until adequate measures are taken for full compliance. 17.0 INSPECTION I r I ~ 17.1 The ENGINEER, his representative and representatives of regulatory agencies shall at all times have full access to the work and to all materials intended for use in the work, as well as to plants where such materials are produced, and the CONTRACTOR shall provide facilities for such access and inspection. ; .. .;'~. , r 17.2 If the work should be covered up without the approval or consent of the ENGINEER, it must, if directed by the ENGINEER, be uncovered forexarnination at the CONTRACTOR's expense. l 17.3 An inspector may be present at all times during construction and shall have the power to represent the ENGINEER. 17.4 Before commencing work, the CONTRACTOR shall notify the ENGINEER and arrange that the inspector be present during construction. 18.0 DEFECTIVE WORK OR MATERIAL 18.1 The inspection of the work shall not relieve the CONTRACTOR of any of his obligations to fulfill his contract as herein prescribed, and defective work shall be made good and ,..... I S:\Sydney\WPDOCS\OS\OS46Aldivision c.wpd C-I07 r: . t . unsuitable materials may be rejected, notwithstanding that such work and materials have been previously overlooked by the OWNER or ENGINEER and accepted or estimated for payment. . . 18.2 If the work or any part thereof shall be found defective before the final acceptance of the whole work, the CONTRACTOR shall forthwith make good such defect, without compensation, in a manner satisfactory to the ENGINEER. . 18.3 If any materials brought upon the grounds for use in the work or selected for" same shall be condemned by the ENGINEER as unsuitable or not in conformity with the specifications, the CONTRACTOR shall forthwith remove them to a satisfactory distance from the work. IIIIi 1804 If the CONTRACTOR shall fail to replace any defective work or materials after reasonable notice, the OWNER may cause such defective work or materials to be replaced and the expense thereof shall be deducted from the amount to be paid the CONTRACTOR. . ;.,:1 . 18.5 Itis further expressly agreed that the granting of any payment of money hereunder shall not be considered an acceptance of all or part of the work and shall in no way lessen the liability of the CONTRACTOR to replace defective work, though the same may not have been detected prior to the time such certificate of progress, or periodic estimate was made, or prior to the time that such money was paid. . . 18.6 All periodic estimates are to be made merely on approximate quantities and shall be subject to correction at the time or before final estimate or final payment is made. . 18.7 All materials are to be new, unless by special permission of the ENGINE;ER reused materials are permitted. .. 18.8 Nothing in this contract shall be construed to mean that the OWNER or its ENGINEER waives or forfeits any right they or he had or has to later complain about or reject defective material or workmanship. .. lIIi ,:,;; . III . . ~ . S:\Sydney\WPDOCS\05\0546A\division C. wpd C-I08 ;; . . r r t r 19.0 EXPEDITING WORK - CORRECTING IMPERFECTIONS 19.1 If the ENGINEER or the OWNER shall at any time be of the opmIOn that the CONTRACTOR is neglectirigto remedy any imperfections in the work, or is not progressing with the work as fast as necessary to insure its completion within the time and as required by the contract, or is otherwise violating any of the provisions of this contract, said ENGINEER on behalf of the OWNER shall have the power, and it shall be his duty, to notify the CONTRACTOR to remedy such imperfection and/or proceed more rapidly with the provisions of the contract. 20.0 SUSPENSION OF WORK 20.1 Should the ENGINEER deem it necessary to suspend operations of the work due to severity of the weather, he may notify the CONTRACTOR in writing to suspend operations on the entire project or any part thereof, and in the event of such right being exercised, the ENGINEER shall grant to the CONTRACTOR an extension of time equivalent to the time of the suspension of the work. 20.2 The CONTRACTOR sha119n not less than two (2) days notice resume the work if ordered to do so by the ENGINEER. 20.3 The OWNER shall also reserve the right to suspend operations for any reason that he may deem necessary, upon giving a 24 hours notice, for a period not longer than ten (10) days, at ariy one time, in which event the CONTRACTOR will be allowed an extension of time equivalent to the time that the work has been suspended, and shall resume work 48 hours after written notice. 20.4 Should such a suspension be deemed necessary by the OWNER, the CONTRACTOR shall have no claim for damage due to such suspension: 21.0 TERMlNA TION FOR BREACH 21.1 In the event'th(lt any of the provisions of this contract are violated by the CONTRACTOR . or by any of his subcontractors, the OWNER may serve written notice upon the CONTRACTOR and the surety of its intention to terminate the contract, unless within five (5) days after the serving of such notice upon the CONTRACTOR such violation shall cease and satisfactory arrangements for correction be made, the contract shall, upon the expiration of said five (5) days, cease and terminate. 21.2 In the event of such termination, the OWNER shall immediately serve notice thereof upon the surety and the CONTRACTOR, and the surety shall have the right to take over and perform the contract. S:\Sydney\WPDOCS\OS\OS46A\division C.wpd C-I09 . 21.3 Provided however, that if the surety does not commence performance thereof within thirty (30) days from the date of mailing to such surety of notice of termination, the OWNER may take over the work and prosecute the same to completion by contract for the account at the expense of the CONTRACTOR, and his surety shall be liable to the OWNER for any excess cost occasioned the OWNER thereby and, in such event, the OWNER may take possession of and utilize in completing the work, such materials, appliances and plant as may be on the site of the work and necessary therefore. .. . . 22.0 EXTRA WORK PROCEDURES . 22.1 The right is reserved by the OWNER, without impairing this contract, to order the performance of such extra work, of a class not necessarily contemplated in the proposal, as may be considered necessary to complete fully and satisfactorily the work included in the contract. Such work shall be done by the CONTRACTOR in accordance with the specifications therefor, or in the best workmanlike manner as directed by the ENGINEER, for which he shall be compensated as provided under "Extra, Additional or Omitted Work Payment", paragraph 23.0 in these General Conditions. . j, . J . 22.2 Where such extra work is required, the work shall be commenced upon receipt of a written change order form signed by the ENGINEER, or his authorized representative, and countersigned by the CONTRACTOR, or his authorized representative, and the OWNER. -.Ii 22.3 The CONTRACTOR shall submit to the ENGINEER, before construction is started, a name or list of names of his representative at the project location authorized to sign change orders, as the need occurs. . 22.4 The CONTRACTOR's or his authorized representative's signature shall acknowledge the CONTRACTOR's official receipt of the change order and his responsibility to complete the extra work, as a part. of this contract, as stated on the change order form. . .. 23.0 EXTRA, ADDITIONAL OR OMITTED WORK PAYMENT 23.1 Adjustments, if any, in the amounts to be paid to the CONTRACTOR by reason of any such change, extra, addition, omission or deduction as set out in paragraph 22.0 "Extra Work Procedures" of these General Conditions, shall be determined by either or both of the following methods: . . Method 1: . By the schedule of unit prices contained in the CONTRACTOR's original bid and incorporated in the construction contract. 4 . .. . S:\SydneyIWPDOCSIOSIOS46Aldivision C.wpd C-I10 .. . Method 2: On a cost-plus limited basis not to exceed a specified limit. The value of work under this method shall be on the basis of the actual cost of all the items oflabor (including on-the-job supervision), materials, and use of equipment, plus fifteen percent (15%) which shall cover the CONTRACTOR's general supervision, overhead and profit. 23.2 If method 2 is selected, the conditions of23.3 to 23.9 shall apply. 23.3 In case of subcontracts, the fifteen percent (15%) is interpreted to mean the subcontractor's supervision, overhead and profit, and an additional five percent (5%) may then be added to such costs to cover the general CONTRACTOR's supervision, overhead and profit. 23.4 The cost oflabor may include required insurance and taxes. 23.5 Power equipment costs shall be based on, ~~e,nt~eI1tal rate~ in llI'ea,s \Vherethe \york is being performed in, but in no case greater than, the current rates published by the Associated Equipment Distributors, Chicago, Illinois. 23.6 Use orall necessary hand tools shall be covered in the CONTRACTOR's overhead. 23.7 In the event work is done under this method (cost-plus), the CONTRACTOR shall at the end of each day, during the progress of extra work, furnish to the ENGINEER daily time slips showing the name and/or number of each workman thereon, the character of work each workman is doing and the wages paid or to be paid to him; and also - a daily memorandum of the material delivered on the work showing the amount and character of such materials, from whom purchased and the amount paid or to be paid therefor. 23.8 Ifrequired, the CONTRACTOR shall produce any books of account, vouchers, records, or memoranda showing the work and materials actually pa~d for ,and actual prices therefore. Such daily time slips and memoranda shall not however, be binding upon the OWNER and if any question or dispute shall- arise as to the correct cost of such work or material, the determination of the ENGINEER upon such a question or dispute shall be final and conclusive. r 23:9 For the proper selection of the above method or methods of payment for additions or deductions, the following order of preference shall be followed: First Preference: If any item or part of any item used in extra work or deductions is listed or can readily be construed by the ENGINEER and OWNER to be included within or under any unit price as set out in these contract documents, Method 1 (23 .1 above) shall be used for payment or deductions to the contract for added or deducted work. r S:\Sydney\WPOOCS\05\OS46Aldivision c. wpd C-lll . Second Preference: All extra or omitted work or part thereof, that cannot be included under the first preference shall be on a cost-plus limited basis as detailed in Method 2 above. . ,/.........- . 23.10 The ENGINEER shall reserve the right to ask for a lump sum price from the CONTRACTOR for extra or omitted work whenever or wherever the ENGINEER deems it suitable. . 23.11 No claim for an addition to the contract sum shall be valid unless authorized as stated in this article. . 24.0 FINAL CLEANING UP .. 24.1 Upon completion of the work and before acceptance and final payment will be made, the CONTRACTOR shall remove from the site all machinery, equipment, surplus and discarded materials,. rubbish, and temporary structures. . 24.2 He shall leave the site in a neat and presentable condition, acceptable to the ENGINEER. . 24.3 Material cleared from the site and deposited on property adjacent will not be considered as having been disposed of satisfactorily. . 25.0 ACCEPTANCE .I 25.1 The work shall be inspected for acceptance by the OWNER, or his authorized representative, promptly upon receipt or notice in writing that the project is ready for such inspection. .. 26.0 GUARANTEE 26.1 The work under this contract shall be done in such a manner that no unusual repairs will be required for a period of0ne (1) year after the date of final acceptance of the work by the OWNER, unless otherwise stated. .. .. 26.2 At the time of entering into the contract, the CONTRACTOR shall guarantee to the OWNER, suchguaraIltee shall be incorporated in this contract to protect the OWNER against imperfections in materials and workmanship, which mayor may not. be apparent during the period of construction or erection or which may develop within a period of one (1) year subsequent to the date of final acceptance by the OWNER and the CONTRACTOR shall, at his own expense, remove or replace in whole or part, any such work, materials, and/or service performed which may have shown unreasonable deterioration within said period, upon the written demand and to the full satisfaction of the OWNER and the ENGINEER. . . . .. S:\Sydney\WPDOCS\OS\OS46Aldiv;sion C.wpd C-112 . . ..- r- r- ~ , , f I 26.3 Surety for this guarantee shall be co~ered by the maintenance provision in the section of these specifications entitled "Contract Security", paragraph 3.0. 27.0 OCCUPATIONAL SAFETY AND I HEALTH ACT 27.1 It shall be the responsibility of any and all CONTRACTORS involved in this project to do whatever is necessary to comply fully with the "Williams-Steiger Occupational Safety and Health Act of 1970". S:\Sydney\WPDOCS\05\0546Aldivision C.wpd C-l13 DIVISION 1 - GENERAL REQUIREMENTS SECTION I-A - SUMMARY OF THE WORK 1.0 GENERAL 1.1 This project consists offurnishing and installing approximately 744 feet of 15"PVC sanitary sewer, 77 feetof8" PVC sanitary sewer, 7 manholes, 760 feet of 8" PVC water main, 1 fire hydrant assembly and all other items shown on the plans and mentioned in the specifications for a complete project. . 2.0 PERMITS 2.1 Ifblasting is used, a Blasting Permit from the City of Jeffersonville will be required. Contact the Building Commissioner's office. 3.0 ACCESS 3.1 The Contractor shall restore temporary access to each of the properties in this project at the close of each day's work, where such access has been interrupted by construction. 4.0 NOTIFICATION OF UTILITY COMPANIES 4.1 The contractor shall notify all of the following utility companies before commencing work: Jeffersonville Waste Water Dept. Watson Water Co. Indiana Gas Co., Inc. (Sewage) (Water) (Gas) (812) 285-6451 (812) 246-5416 800-666-2854 4.2 If the electric or telephone utilities are likely to be disturbed in the course of construction, the following utility companies shall be notified by the Contractor: r- Duke SHC Insight CATV (Electric) (Telephone) (Cable TV) (812) 285-6608 JeffDom (812) 948-7177 Ted Coblentz (812) 288-6471 5.0 TIME OF COMPLETION AND RESPONSIBILITIES 5.1 The work to be performed under this contract shall be commenced within ten (10) calendar days, after the date that this contract is signed and shall be completed within ninety (90) calendar days from the signing date, unless impeded by unsuitable weather. In the event of unsuitable weather, the Contractor shall be allowed the number of working days that he has been prevented from working because of unsuitable weather. r , 5.2 The CONTRACTOR will be penalized $250.00 for each day that it takes to complete the project beyond the completion date. Such penalty will be held back from monies due the CONTRACTOR. I-A-1 S:\S)'dney\WPDOCS\OS\0546Alse<tion I..wpd """" 5.3 The work under this agreement shall periodically be inspected by the Engineer or his representative and the Contractor shall be responsible to said Engineer as well as to the Owner, for the proper execution of said agreemenL . 6.0 PAYMENT OF CONTRACTOR 6.1 At the end of the twenty-fifth (25th) day of each calendar month that construction has been in progress, provided that at least thirty (30) days shall have elapsed since the beginning of construction, the CONTRACTOR shall submit, to the ENGINEER, his estimate of percentage of total work completed and his claim for ninety percent (90%) of this amount on the appropriate claim form. The ENGINEER shall thus process the claim and submit it for approval of payment by the OWNER at its next regularly scheduled meeting, . . . 7.0 PICTURES 7.1 It is REQUIRED that the Contractor VIDEOTAPE all areas of the project including fences, trees, and yards, or other items in the project area, for his own protection. One copy of the video shall be turned over to the ENGINEER. . . 8.0 SUBSURFACE CONDITIONS 8.1 Borings and soundings were taken for this project and are shown on the "plan & profile" sheets. .. 8.2 The Contractor shall be responsible for whatever subsurface conditions he encounters. If . blasting is required, a blasting insurance certificate will be required before any blasting is commenced. iii .. 9.0 EXISTING FACILITIES ... 9.1 The Contractor shall be required to restore and/or replace all existing Traffic Control devices, poles, lights, storm sewers, plantings, entrances, utilities, catch basins, curbs or any other items disturbed during construction to a condition equal to or better than before construction. . 10.0 ACCESS .; 10.1 Access to and through all properties and public streets shall be maintained at all times. 1 III 11.0 PAYMENT 11.1 Payment for all materials, equipment and labor required to comply with this section shall be included in the Contractor's bid. . .. III S:lSydney\WPDOCSlOS\0546Alsection 13. wpd l-A-2 " . ,...... f ~ 1.0 r- t , 1.1 SECTION I-B - RESTORATION OF EXISTING FACILITIES PUBLIC PROPERTY The CONlRACTOR shall be required to restore all driveway entrances, sidewalks, fences, mail boxes, sewers and any other objects or facilities of public ownership damaged by him in the course of construction either inside or outside the construction limits unless removal is specified in this project. 1.2 Grass surfaces so disturbed shall be fertilized and reseeded or sodded, as required by the specifications. 1.3 r- r. 2.0 2.1 r . ~ . ~ i Paved or graveled surfaces shall be restored to a condition equal to or better th'!1l that existing before construction commenced. PRIVATE PROPERTY Where construction is anticipated on private property, easements have been obtained and are shown. An effort shall be made by the CONTRACTOR to cooperate with the property owners and to minimize damage to their property. 2.2 The provisions of Section I-B, 1.0-1.3 shall apply to work performed on private property also. 3.0 PAYMENT 3.1 Payment for all. materials, equipment and labor required to comply with this section shall be included in the CONTRACTOR's bid. S:\Sydney\WPDOCSIOS\OS46AIscctioD Ib.wpd I-B-l ........ i ~ SECTION l-C - CLEANING UP 1.0 GENERAL 1.1 The Contractor shall proceed to complete his work in a neat and orderly fashion, and keep the site clean from undue amounts of debris and miscellaneous material that will cause the area to become unsightly. 2.0 FINAL CLEANING UP 2.1 Upon completion of the work and before acceptance and final payment will be made, the Contractor shall remove from the site all machinery, equipment, surplus and discarded materials, rubbish and temporary structures. 2.2 He shall leave the site in a neat and presentable condition, acceptable to the Engineer. 2.3 Material cleared from the site.and deposited on property adjacent will not be considered as having been disposed of satisfactorily. 3.0 PAYMENT 3.1 All material, equipment and labor for work called for in this section shall be included in the Contractor's bid. r- r ~ l S:\SydneyIWPDOCSI0510546A\section Ic.wpd l-C-l SECTION 1-D - ORDER OF CONSTRUCTION 1.0 GENERAL 1.1 Before construction begins, the CONTRACTOR shall submit to the ENGINEER his intended project completion schedule. 1.2 The CONTRACTOR shall adhere to this submitted procedure so that the project may be cornpleted in an orderly, workmanlike manner. 2.0 PAYMENT 2.1 All material, equipment, and labor for work called for in this section shall be included in the CONTRACTOR's bid. S:\Sydney\WPDOCS\OS\OS46Alseclion ld.wpd 1-D-1 r , ! ~ 1.0 , L....., r0- t , , t r I SECTION l-E - EXTRAS AND CHANGE ORDERS EXTRAS AND CHANGE ORDERS 1.1 Payment for extra work will be based on the unit prices for extras as called for in the "Information to Bidders" and made as detailed in the "General Conditions" of these specifications. 1.2 No extra work shall be performed without the issuance of a change order by the ENGINEER. S:\Sydney\WPDOCS\05\OS46Alsection le.wpd l-E-l ,......., ~ . r ( DIVISION 2 - SITE WORK SECTION 2-A - CLEARING OF SITE 1.0 CLEARING AND GRUBBING 1.1 All existing vegetation, brush, stumps, trees, logs, basins, manholes, pipes, old pavement, base, curb, junk, concrete, walk, culvert pipes, posts, fencing or any other items within the construction area shall be removed as necessary. 1.2 All waste materials must be disposed of off-site by the CONTRACTOR. 1.3 No burning will be allowed. 2.0 PAYMENT 2.1 Payment for all items in this section shall be included in the Contractor's bid price. ! r i. s:\Sydney\WPDOCS\OS\OS46A\section Za.WPD 2-A-l r' t.; DIVISION 2 - SITE WORK SECTION 2-B - SANITARY SEWERS 1.1 Sanitary sewer pipe for sizes 4 inch up to 21 inch, sball.h.t:1i~nyl chloride (pVC) SDR 35, meeting the requirements of ASTM 0-3034 fJf ASTM'F-949 (l?test revisions), with "a" ring type joints. Wye fittings shall be SDR 26. 1.2 Gravity sewer pipe, over 21 inches in diameter, shall be Reinforced Concrete Sanitary Sewer Pipe, Class III, meeting the requirements of ASTM C76 (latest revision), with '0' ring type joints. 1.3 Ductile Iron Pipe Sanitary Sewer (where shown on the plans) shall be pressure rated for 350 psi, conforming to ANSIIA WW A CI511A2l.51-91 (latest revision). Metal design shall be 40,000 psi Bursting Tensile strength and 90, psi Modules of Rupture. Joints and Sleeves shall have the same pressure rating as the pipe. 1.4 Ductile Iron Pipe shall have Mechanical Joints, conforming to the latest revision of ANSI/A WWA C 151/A21.11880. Rubber' joint gaskets shall be first grade rubber, free of imperfections and porosity with a hardness of70 to 75 durometer. 1.5 Where Ductile Iron Pipe is connected to PVC pipe~ a Ductile Iron Mechanical Joint Transition Sleeve shall be used. 2.0 SEWER PIPE SIZES 2.1 Sewer main size shall be as shown on the plans. 3.0 MANHOLES 3.1 Manholes shall be precast concrete with rung type steps. Inside barrel diameter of manholes shall be four (4) feet, cones and collars shall be provided where required on the plans. A minimum of two (2) courses of brick, fully mortared so as to be watertight, shall be required between the cone or collar and the casting. Manholes shall have KOR-N-SEAL connectors as shown. ' 3.2 Manhole covers shall be cast iron conforming to Neenah Foundry Co., R-1642 with Type B, self sealing machined lid.. 3.3 Concrete for m<lIlhole b~s, pavement patches and miscellaneous repairs shall be Portland Cement concrete containing five (5) bags of cement per cubic yard of concrete and which shall achieve a compressive strength of3,000 psi in 28 days. n 5 :ISydney\ WPDOCSIOSIOS46A\se<:tion 2b. WPD 2-B-l t . 4.0 PIPE BEDDING AND BACKFILL (CITY OF JEFFERSONVILLE) /'"""' , 4.1 All pipe shall be bedded on four (4) inches and covered by twelve (12) inches ofIndiana No. 8 crushed limestone. f 4.2 Where pipe is installed in EARTH AREAS, not immediately adjacent to a street or road, the remainder ofthe trench shall be backfilled with selected earth materials, humped over the trenchto allow for settling. r ~ f 4.3 Where pipe is installed in a GRAVELED AREA, the pipe shall be bedded with 4"-6" of Indiana No. 8 stone and the trench filled to a point half the diameter of the pipe with Indiana No.8 stone. A representative of the City of Jeffersonville before final cover must inspect the pipe. After pipe has passed inspection No.8 stone shall be placed to a level 12" above the pipe. The remainder of the trench must be backfilled with Dense Graded Aggregate, size No. 53 to a point eight (8) inches below original grade and then filledwith Indiana No. 73- crushed limestone to original grade. ~ .-. I , 4.4 WHERE PIPE IS INSTALLED IN AN ASPHALT PAVED AREA, AND THE TRENCH IS LESS THAN ONE HUNDRED (100) FEET LONG, the pipe shall be bedded with 4"-6" of Indiana No.8 stone and the trench filled to a point half the diameter of the pipe with No.8 stone. A representative of the City of Jeffersonville before final cover must inspect the pipe. After pipe has passed inspection No.8 stone shall be placed to a level 12" above the pipe. The remainder of the trench must be backfilled with Dense Graded Aggregate, size No. 53 to a point one (1) inch below grade. After all construction is completed, the trench must be cleaned, primed and paved with a one (1) inch compacted thickness ofINDOT HAC Surface to be flush with surrounding area. All patch seams can only be saw cut, cut smooth, straight and tarred. ,.- 4.5 WHERE THE TRENCH IS EQUAL TO OR GREATER THAN ONE HUNDRED (100) FEET LONG IN AN ASPI-lAtTPAVED AREA, the pipe shall be bedded with 4"-6" of Indiana No.8 stone and the trench filled to a point half the diameter of the pipe with No.8 stone. Arepresentative of the City of Jeffersonville before final cover mustinspect the pipe. After pipe has passed inspection No.8 stone shall be placed to a level 12" above the pipe. The remainder of the trench must be backfilled with Dense Graded Aggregate, size No. 53 to a point three (3) inches below the original pavement surface grade. The trench shall then be paved with compacted Asphalt Binder to original pavement surface grade. When all construction is complete the entire width of the road shall then be cleaned, tack coated and paved with one (l) inch compacted thickness of INDOT surface asphalt mix to be flush with all surrounding pavement surfaces. All seams shall be tarred: NOTE: WHEN DONE YOU MUST P AVE THE ROAD FROM END TO END, SIDE TO SIDE. 4.6 WHERE PIPE IS INSTALLED IN AN ASPHALT OVER CONCRETE PAVED AREA, the pipe shall be bedded with 4"-6" ofIndiana No.8 stone and the trench filled to a point half S:\SYdney\WPDOCS\OS\0S46Alsecrion 2b.WPD 2-B-2 r f I the diameter of the pipe with No. 8 stone. A representative of the City of Jeffersonville before final cover must inspect the pipe. After pipe has passed inspection No.8 stone shall be placed to a level 12" above the pipe. The remainder ofthe trench must be backfilled with Dense Graded Aggregate, size No. 53 to a point one (1) inch below original grade. After all construction is complete the trench shall be cleaned, primed and paved with Hot Asphalt Concrete, Surface Type to be flush with the surrounding area. All patch seams must be saw cut only, smooth and straight and tarred. - ~ ~ 4. 7~~ J.>IPJ;:J~,INSIAI-f:-EPINAC9NCRF:TEP~A, the pipe should be bedded with 4"-6" of Indiana No.8 stone and the trench filled to a point half the diameter of the pipe with No. 8 stone~ A representative of the City of Jeffersonville before final cover must inspect the pipe. After pipe has passed inspection No.8 stone shall be placed to a level 12" above the pipe. The remainder of the trench must be backfilled with Dense Graded Aggregate, size No. 53 to a point nine (9) inches below original grade. The trench must be filled with 3000- psi concrete flush with original grade. All patch seams must be saw cut only, smooth and straight. r- , 4.8 All cutting of the trench in existing asphalt or concrete pavements shall be done with a saw only to provide a straight, smooth j oint when new paving is done. 4.9 Contractor shalf replace alfpavement markings destroyed during construction. 5.0 TESTING 5.1 Infiltration or outward leakage of any section of constructed sewer shall not exceed 200 gallons per inch of sewer diameter per mile of pipe per day. I 5.2 Deflection tests shall be performed on all PVC pipe no sooner than 30 days after installation. No pipe shall deflect more than 5%. Pipe deflecting greater than 5% shall be_repla~ed. A rigid ball or mandrel shall be used for the deflection test having an outside diameter not less than 95% of the base inside diameter or average inside diameter of the pipe depending on what is specified in the ASfMspecificatlons '(With appendix) to whichtne pipe was manufactured. The test shall be performed without mechanical pulling devices. 5.3 Tests shall be conducted by the Contractor. The Owner and Engineer shall be notified 24 hours in advance of when tests are to be conducted. 6.0 SEWER PIPE RELATION TO WATER MAIN 6.1 Where sewer pipe runs parallel to a water main, there shall be a minimum of ten (10) feet of separation between the pipes. S:\Sydney\WPDOCS\05\OS46Alsection 2b. WPD 2-B-3 . 6.2 Where a sewer main crosses a water main, there shall be at least eighteen (18) inches of vertical separation between the pipes. . . 7.0 INFILTRATION 7.1 Infiltration or outward leakage of any section of the constructed sewer shall not exceed 200 gallons per inch of sewer diameter per mile per day. . 7.2 Infiltration tests and pressure tests shall be conducted by the Contractor. The Engineer and the City shall be notified when tests are to be conducted, 24 hours in advance. .- 8.0 PROPERTY SERVICES - 8.1 Property Services shall be constructed and located as shown on the plans. . 8.2 CONTRACTOR shall install an SDR 26 "Wye" fitting only, where shown and as directed by ENGINEER, for future connection. . 8.3 Every unused property service shall be stoppered watertight and shall be marked for future connection by tying a length of brightly colored plastic rope to the end of the property service and extending the rope through the backfill to the surface of the ground. . 9.0 SHEETING iii 9.1 CONTRACTOR shall use sheeting of the sewer trench where it passes close to a house or other such structure, or where required because of depth. . 10.0 WASTE MATERIAL 10.1 All waste material such as debris, roots, trees, brush, stumps, rock, broken asphalt or concrete shall be disposed of offsite by CONTRACTOR. .0 . III 11.0 BLASTING 11.1 Where blasting is required, the Contractor shall post a suitable Blasting Insurance Certificate with the owner and notify the Engineer before any blasting is performed. A permit from the City of Jeffersonville is required. . jj . 11.2 If blasting is required, the Contractor shall blast prior to removing the overburden soil material. . iii S:\SydneylWPOOCS\OS\OS46Alsection 2b.WPD 2-B-4 . . !"""' P I . 12.0 TRAFFIC CONTROL 12.1 The Contractor will be required to arrange a set of signs and barricades along the line of the work and move it along as work progresses, so as to always allow two way traffic movement. Flagpersons may be required. r S:\SydneyIWPDOCSIOS\OS46A\section 2b. WPD 2-B-5 SECTION 2-C -WATER LINES & APPURTENANCES ~o GENERAL 1.1 This section contains the general specifications for materials and construction requirements for water mains where applicable. 1.2 The CONTRACTOR shall use D.l. pipe or PVC pipe for water installation everywhere on this project. 1.3 All pipe shall be installed at the depth shown on the plans. 2.0 DUCTILE IRON PIPE, FITTINGS AND VALVES 2.1 Ductile iron pipe shall conform to ANSIjAWWA Specification C151jA21.5l-91, Pressure Class 350, sizes as shown on the plans, cement lined and asphalt coated. Pipe joints shall meet ANSI/ A WW A Specification Cl11 / A21.11 :ffid fittings shall meet ANSI/ A WW A Specification ClI0j A21.1 0, asmanufactutedbyU.S. Pipe and Foundry Co., or approved equal. 2.2 Wherever pipe joint deflection is less than four (4) degrees, bell and spigot type joints shall be used, conforming to ANSI! AWWA Specification Clllj A21.11. 2.3 Wherever pipe deflection is greater than fbur (4) degrees, mechanical joint ductile iron fittings shall be used conforming to ANSIj A WWA SpecificationC110/ A21.1 0, pressure rated at 2S0 psl. 2.4 All metal parts of ductile iron pipeline and fittings in contact with bedding or backfill shall be encased with 8-mil polyethylene film conforming to ANSI/ AWW A Specification C 1 05/ A2l.5. Joints between sections of film shall be overlapped one-foot and secured in place until the backfill is installed. 2.5 Pipe joint lubricant shall be of the type recommended by the ductile iron pipe manufacturer. ........ ....,... ",.,-, ,'- -,' ...,..... . ..' :,",:. :'.- '::.. ,:', -',' ....:.::.-:.:....,'..'... - ,":"':' ,', : 3.0 PY<:: PIPE, FI'I"fINGS AN]) VALVES . . 3.1 Where Polyvillyl Chloride (pVC) pipe is used for pipeline construction, sizes shall be as indicated on the plans. 3.2 PVC pipe shall conform to A WW A Specification C900, Pressure Class CLIS0, SDR18. 3.3 Wherever the PVC pipe joint deflection is less than five (5) degrees, integral type bell gasketed joints shall be used conforming to ASTM Specificatlon D3139. This specification requires that the joint be able to withstand a vacuum of 22 inches of mercury column for one (1) hour without leakage into the joint. . ~ S\SYDNEY\ WPOOCS\OS\0546A \SECDON Zc.ooc 2-C-l r 3.4 Wherever pipe deflection is greater than five (5) degrees, appropriate gray cast iron mechanical joint fittings shall be used. Fittings shall be pressure Class 200 psi, cement lined and asphalt coated. ' 3.5 Polyethylene film wrapping of metal fittings or valves will not be required when used in connection with PVC pipe. 3.6 Pipe joint lubricant shall be of the type recommended by the PVC pipe manufacturer. 3.7 All gate valves shall meet AWWA specifications and shall be manufactured by Waterous or approved equal. 3.8 Valves shall be installed with a 3' valve box and lid, with Posi-Cap valve box stabilizers. 4.0 HIGH DENSITY POLYETHYLENE PIPE (HDPE) 4.1 Where High Density Polyethylene Pipe (HDPE) is used for pipeline construction, it shall be sized with a ~um inside diameter as shown on the plans, and shall conform to A WW A Speci~cations C-906. 4.2 The pipe and fittings shall be SDR 17, Driscopipe 1000, or equal, materials shall comply with the requirements of Type III C5 P 34, as tabulated in ASTM D-1248, PPI PE3408 having a melt flow (condition E) ofless than 5 gpm/l0 min. determined by ASTM D-1238 and exc:.eed 1000 hours stress resistance as per ASTM D-1693, all in accordance with the manufacturer's recommendations. 4.3 Pipe shall have a hydrostatic design stress rating of 800 psi based on a material with a 1600 psi design basis as per ASTM D-2837-69. r- 4.4 Fittings shall be molded or fabricated from material meeting the same standards as the pipe. 4.5 Joints shall be made by the thermal butt fusion system. Joints made to Ductile Iron pipe with mechanical joints shall be made with a flanged fitting. A special D.LP. flanged fitting shall be manufactured to connect to the end flange on ,the polyethylene pipe, so connection can then be made to D.LP. with mechanical joints. All joints shall be 'completely watertight, airtight and as strong as or stronger than the pipe wall, in strict accordance with the manufacturer's recommendations. 5.0 EXCAVATION, BEDDING AND BACKFIL~ r 5.1 Excavation shall be accomplished in such a manner as to provide a trench that is eight (8) inches wider than the outside diameter of the pipe hub at the spring line. ,""-. 5.2 In earth trench, bell holes shall be excavated by hand to insure that the pipe bells do not bear on solid earth. The CONTRACTOR may elect to provide a four (4) inch bed of sand or pulverized . earth in lieu of excavating bell holes. r S,\5YDNEY\ wpDOCS\OS\0546A\SECTION 2C.DOC 2-C-2 ;,o,,'''.J 5.3 In rock trench, four (4) inches of sand bedding is required. 5.4 Bedding shall be pulverized soil or bank run sand, but shall not contain stones larger than one- half (1/2) inch. Lumps or clods of earth will not be acceptable. 5.5 Rock excavation is unclassified. ,.- , 5.6 Payment for all rock excavation shall be included in the CONTRACTOR's price. 5. 7 Shoring is required for all trenches according to OSHA Safety Standards. 5.8 Backfill up to a point one (1) foot over the top of the pipe shall be of granular material either pulverized earth or sand, worked and compacted under the haunch of the pipe and mechanically compacted to 80% Standard Proctor. Backfill above the top of the pipe shall be applied in six (6) inch layers being compacted as above between each layer. Wheel compaction is not allowable until one (1) foot of compacted backfill over the pipe is in place. The remainder of the backfill may be placed and wheel compacted, provided that no large lumps or clods are allowed. Frozen backfill may not be used at any time. ~ , 5.9 Payment for trench excavation, bedding, shoring and backfill shall be included in the CONTRACTOR's bid unit price for pipeline. 5.10 Where PVC pipe is installed, a metalized marking tape shall be installed in the backfill eighteen (18) inches below grade above the pipe. The tape shall be laid in a continuous run from the point where the PVC pipe connects to tron pipe, being securely knotted thereto. Splices shall be securely knotted. Any exposed valves or fire hydrants shall be connected with securely knotted tape. 5.11 Marking Tape shall be used on all PVC pipeline. See Division 2, Section <2-G, Paragraph 3.1, Page 3-A-l for detailed specifications. 5.12 Locate wiIe #12 solid coated copper shall be used on all PVC pipeline. Locate wiIe shall be inst::illed for all potable water lines in accordance with the manufacturer's installation instructions. ,.-, If.' 1 5.13 Payment for marking tape and copper we shall be included in the CONTRACTOR's bid unit price for pipeline. 6~O TRENCH SURFACE RESTORATION 6.1 Trench restoration is defined as the process of restoring the ground surface of the trench to a . condition equal or better than that which existed before construction and in accordance with the applicable details in the plans. s;\SYDNEY\ WP[JOCS\OS\OS46A \SECTION Zc.ooc 2-C-3 10<;,.___7 7.3 7.4 7.5 7.6 7.7 . 6.2 I Seeding of the restored trench shall. be required in all areas not requiring sod, gravel or pavement restoration. Seeding and Sodding requirements are found in the Seeding section of this specification. . 6.3 In Gravel Areas, restoration shall be accomplished with crushed limestone, Indiana Grade No. 73, dense graded aggregate, compacted and leveled to finish grade in accordance with the detail, eight (8) inches thick minimum. . 6.4 In Asphalt Paved or Concrete Paved Areas, restoration shall be accomplished according to the detail. Concrete required shall be 3000 psi. Asphalt repaving shall be Indiana Dept. of Transportation, Hot Asphaltic Concrete, Surface, No.11, HV, applied in accordance with INDOT specifications. Asphalt edge joints shall be sealed with hot tar and sanded to absorb tackiness. . I 6.5 Payment for work under this item shall be included in the CONTRACTOR's Bid item. . 7.0 THRUST BLOCKS 7.1 Where pipe fittings are used to effect changes of direction in a pipeline, the appropriate concrete thrust block shall be constructed against the firm trench wall. . 7.2 The table "Thrust Block Requirements" in the plans is a part of this specification and describes size and kind of fitting, the required trench wall bearing area and minimum concrete volume to be used. . . Vertical deflection fittings shall be restrained by means of a #5 reinforcing bar bent in a U- shape whose legs extend at least the length of one pipe diameter into the thrust block and whose ends are bent into 6-inch hooks. . CONTRACTOR shall install mega lug restrainers at all valves and bends in the ground in addition to the thrust block requirements. III The ENGINEER, through his Resident Inspector, shall be the judge of the adequacy of the thrust blocks constructed. He may order additional measures be taken ifhe deems the standard allowances inadequate. Payment for this extra work shall be made in accordance with the bid unit prices for extra materials such as steel or concrete. 11II No extra allowance will be made for concrete required to achieve trench wall bearing that occurs because of over-excavation of the trench. Such required concrete shall be furnished at the CONTRACTOR's expense. II .. Concrete used for thrust blocks shall be Portland Cement con.crete, 3000 psi, compressive strength. . 7.8 Payment for this item shall be included in the CONTRACTOR's Bid. .. S,\SYDNEY\ WPOOCS\05\0S46A \SECl1ON 2COOC 2-C-4 . . r- t 8.0 BLASTING 8.1 Blasting for rock excavation is not permissible in this project. 9.0 TESTING 9.1 The CONTRACTOR will be required to test all pipelines and appurtenances with water, before complete backfilling. Maximum test pressure, measured at lowest elevation of pipeline being tested, shall be the pressure class of pipe unless a specific test pressure is shown on the drawing. Sufficient temporary backfill shall be installed before testing to restrain buckling of the pipeline, as per A WW A C600-87, Sec.4.1. 9.2 Backfilling before testing will be allowed at the discretion of the ENGINEER in the case of rubber or bolted joint pipe, and at points where danger to the public or other hazards demand that such be done immediately after the pipe is laid. 9.3 When the line or section being tested is pumped up to the required pressure, it shall be valved off from the pump and a pressure gauge placed in the line. The pressure drop in the line, if any, shall be noted. If no pressure drop is noted in four hours, the ENGINEER, at his discretion may accept the line or section as being tested, or he may require that the test run the full twenty- four (24) hours. 9.4 At the end of the twenty-four (24) hour test period, the pressure sh~:Ube recorded. If there has been a drop in pressure, the CONTRACTOR will be required to pump the section being tested up to the initial test pressure and maintain that pressure for twenty-four (24) hours, measuring the amount of water required to accomplish this. The line will not be accepted until the leakage shall prove to l?e less than 10 gallons per inch diameter per mile of pipe per twenty-four (24) hours. 9.5 Should there be leakage over the allowable amount, the CONTRACTOR will be required to locate and repair the leaks, and retest the section. It is suggested, but not required that the CONTRACTOR have a geophone (underground listening device) on the job at the time of testing. This has proved very helpful in the past in locating underground leaks. 9.6 If the leakage of a sedioll of pipeline being tested is below the allowable amount, but leakage is obvious, in the opinion of the ENGINEER, due to water at the surface of the ground, or by listening the leak can be heard underground with a geophone, or any other means of determining a leak, the CONTRACTOR will be required to repair these leaks. 9.7 The CONTRACTOR shall furnish a meter or suction tank, pipe test plugs, and by-pass piping, and make all connections for conducting the above tests. The pumping equipment used shall be centrifugal pump, or other pumping equipment, which will not place shock pressures on the pipeline. Power plunger or positive displacement pumps will not be pennitted for use on closed pipe systems for any purpose. r s,\SYDNEY\ WPI)()C5\05\0S46A\SECTION 2c.ooc 2-C-5 . 9.8 Inspection of pipe laying shall in no way relieve the CONTRACTOR of the responsibility for stopping leakage or correcting poor workmanship. . 10.0 DISINFECTION OF WATER MAINS I 10.1 All parts of the water system coming into contact with potable water shall be disinfected before being placed in service. I 10.2 During construction, every effort shall be exercised to keep water pipe and accessories clean and to prevent the entry of dirt and other contaminants. . 10.3 Water mains and appurtenances shall be disinfected after pressure testing in accordance with ANSI! A WW A Specification C651-86 a copy of which is on file in the ENGINEER's office and which is hereby made a part of this specification. . 10.4 Briefly, this specification requires the following steps: . a. b. Preventative measures during construction. Chlorination. Final flushing. Bacteriological tests. Redisinfection, if required. . c. d. e. . 10.5 Preventative measures shall be in accordance with Section 4, ANSI/ A WW A C601-81. . 10.6 Chlorination methods shall be in accordance with Section 5, ANSI/ AWWA C601-81. 10.7 Final flushing shall be in accordance with Section'6, ANSI/ A WWA C601-81. . 10.8 Bacteriological Tests shall be in accordance with Section 7, ANSI/ A WWA C601-81.After final flushing, two samples of water shall be drawn from the section of line disinfected and sent to a competent laboratory. Both samples must report negative before the line may be placed in semce. . . 10.9 Redisinfection shall be in accordance with Section 8, ANSI/ A WW AC601-81. 11.0. UTILITY VAULT (IF APPLICABLE) .. 11.1 The utility vault shall be installed in the location designated on the plans. 11.2 The utility vault shall be the top half of a concrete Thorn-Orwick utility 5' x 9' I.D-NT. as shown in the detail. .. 11.3 . All fittings and appurtenances shall be installed in accordance with the detail shown in the plans. . 11.4 Payment for work in this section shall be included in the CONTRACTOR's bid. . S,\S'roNEY\ WPDOCs\05\OS46A \SEcnONZC.DOC 2-C-6 .. .. r t ~ r , 12.0 FIRE HYDRANTS 12.1 Fire hydrants shall be installed in the locations designated on the plans. 12.2 Fire hydrants shall be connected to the water main by means of a 6-inch PVC pipe A WW A Specification C-900,Class 150. A 6-inch resilient disc gate valve and cast iron valve box marked WATER shall be installed between the main and hydrant, all in accordance with the detail shown in the plans. 12.3 All pipe connections shall be mechanical joint. !-" .' I' I' 12.4 Fire hydrants shall meet A WW A Specifications and shall be Model Pacer 67 as manufactured by Waterous, or approved equal. The main valve shall be 4-1/2" size with a 7" standpipe. The hydrant shall be furnished with two (2) 2-1/2" hose nozzles, one (1) pumper nozzle. A supplier is E. J. Prescott Co. of Indianapolis, Indiana. 12.5 Fire hydrants shall be installed a minimum of two (2) feet outside the curb, pavement or edge of shoulder more if the Engineer so directs, but not more than ten (10) feet. The pumper connection shall face the street unless otherwise directed. 12.6 Before ordering new fire hydrants, the Contractor will check with local fire departments to insure that the hydrant cap nuts and operating nuts of new hydrants will be consistent with existing fire hydrants so that the Fire Department's usual spanner wrenches can be used. 12.7 Stainless Steel bolts shall be included on Fire Hydrant fittings. 12.8 Fire Hydrant assembly shall be connected to water main with a Swivel Hydrant Tee manufactured by Tyler Corp. r 12.9 Payment for work in this section shall be included in the Contractor's bid. 13.0 PROPERTY SERVICES AND ACCESSORIES r ! 13.1 It is not anticipated that the CONTRACTOR will be required to install any property services on this project. 14.0 MAIN CONNECTION 14.1 The connection of the new 8" water main to the existing water main shall be done as shown on the plans. The CONTRACTOR shall notify Watson Water Co. before installing the connection. s,\SYDNEY\ WPDOCS\05\0546A\5ECTION 2C.OOC 2-C-7 'I 15.0 VERTICAL AND HORIZONTAL CLEARANCE . 15.1 A vertical clearance of 18 inches and a horizontal clearance of 10 feet shall be maintained between all water mains and any sanitary or storm sewer. . 15.2 A vertical clearance of 12 inches shall be maintained between all water mains and all underground utility crossings. . 16.0 PAYMENT . 16.1 Payment for all items in this section shall be included in the CONTRACTOR(S) bid price. . . . . II . . .. - "iii .~ - .. &\SYDNEY\ WPOOCS\OS\0546A \SEcnON 2CDQC 2-C-8 -. . SECTION 2-D - PAVEMENT 1.0 GENERAL 1.1 Under this section, the CONTRACTOR shall be required to furnish all materials, equipment and labor to bring the sub grade to true line and grade and construct the base and surface as detailed on the plans and specified herein. 2.0 COMPACTED AGGREGA:rlttiAsE' ,...- 2.1 The compacted aggregate base shall be Type "0", compacted aggregate base in accordance with the current INDOT Standard Specifications, Section 303. 2.2 No Calcium Chloride shall be used in base to receive asphalt. 2.3 Each lift of aggregate shall be compacted with a 3-wheeled or tandem roller, weighing not less than 10 tons, or vibrating compactors, until the base is compacted to 95 percent of the maximum dry density as determined by Method "C" of AASHTO T99, as modified and resulting in the total compacted thickness shown on the plans. 2.4 In places inaccessible to rolling equipment, the requlf~d'~ompaaion may be obtained with mechanical tamps or other approved equipment. 2.5 Wetting of the aggregate will be required when so directed by the ENGINEER at the expense of the CONTRACTOR. 2.6 Traffic, including construction equipment, wl1ich.i~pefIllitt~dto usedtl1ecompleted layer, shall be kept well dispersed so as to assist in obtaining uniform compaction and to avoid displacement of material and the formation of ruts. 2.7 The CONTRACTOR shall "proof roll" and the ENGINEER will then inspect the compacted aggregate base before the CONTRACTOR places any primer or asphalt base. 3.0 PRIMER 3.1 After the compacted aggregate base is constructed, dry, and approved by the ENGINEER, the CONTRACTOR shall apply with a power distributor at the rate of 0.4 gallon per square yard, a liquid asphalt primer consisting of Asphalt Emulsion, AE-PL, 902.01 (b), according to the current INDOT Standard Specification, Section 405. S:\SydneylWPDOCS\05\0546A\section 2D.doc 2-D-1 .. i 8.3 Thickness afthe caursesshall be campacted thicknesses, as shawn an the standard sectians af the plans. 9.0 PAVEMENT MARKINGS I 9.1 Pavement markings shall be installed as shawn an the plans and shall be thermaplastic pavement markings as specified in the current INDOT Standard Specificatians. ! 9.2 The cast af the thermaplastic pavement markings shall be included in the unit price af ather pavement items. No. separate payment will be made. 10.0 PAYMENT 10.1 All material, equipment and labar for work called far in this sectian shall be included in the CONTRACTOR=s bid. S:\Sydney\WPDOCSIOS\OS46A\section 2D.doc 2-D-3 r- t k ( SECTION 2-E - EXCAVATION, GRADING AND BORROW ,.-. r I 1.0 GENERAL ,..-. 1.1 Under this section the CONTRACTOR shall furnish all equipment and labor necessary for excavation, filling and grading to result in the slopes and grades shown on the plans for sub grade and embankment. 2.0 EXCAVATION 2.1 Excavated earth material may be used as fill material in the roadway construction provided it is of good quality, in no large chunks and well compacted, and all material is broken up into a gravel size. 3.0 FILLING AND GRADING 3.1 All suitable material removed from the excavation shall be used as directed in the construction of fill, except in areas where special fill or sand backfill is specified. 3.2 No removed sod shall be placed within vertical planes defining roadbed limits, but it may be placed outside these limits if uniformly distributed and compacted. 3.3 No unsuitable materials, stumps, roots, all or parts of trees, brush, weeds or other perishable or trash materials, except as herein provided for sod, shall be placed in embankment or shall not be present in any fill area. ~~. 3.4 No stone greater than 6 inches in any dimension 'shall be left nearer than & inches to the finished subgrade. 3.5 After fill areas have been cleared, the upper 8 inches of the ground on which fill is to be placed shall be compacted with a 3-wheeled roller weighing not less than 10 tons, or with other approved compacting equipment, within road bed ortly. The CONTRACTOR shall be responsible for whatever subsurface conditions exist and shall do whatever is necessary to remove such material and replace it with suitable materials properly compacted. 3.6 All fill material used in embankment construction shall be compacted to at least ninety (90) percent of its maximum dry density. Maximum dry density shall be determined by AASHTO, T99 (Standard Proctor Test). 3.7 The CONTRACTOR will perform all laboratory and field tests required for compaction. r- ~. l S:\Sydney\ WPDOCS\05\0546A\section 2e. wpd 2-E-1 ~ I , . 3.8 Fill material shall be placed in uniform level layers for the full width of the area, and compacted with a 3-wheeled roller (weighing not less than ten (10) tons), sheeps foot roller, or other approved compacting equipment. . . 3.9 Each lift shall be disked, or treated by some other mechanical means, which will insure the breaking up of any existing lumps and clods. . 3.10 The loose depth of each lift shall be such that the required compaction can be obtained, but in no case shall it exceed nine (9) inches, loose measurement. . 3.11 In places inaccessible to the above compacting equipment, the required compaction shall be obtained with approved mechanical tamps or vibrators, in which case the d~pths of lifts loose measurement, shall not exceed 6 inches. . 3.12 Where rock is used for embankment, no large stones shall be allowed too near the surface, but shall be so distributed over the area to avoid pockets. Voids shall be carefully filled with small stones or earth, compacted as required. . . 3.13 Where fill is to be constructed on existing fill slopes, these existing slopes shall be carefully stripped of sod and benched as fill is constructed to insure a good joint between existing and new fill. . 3.14 All other materials, such as trees, brush, fences, wood or other such material, shall be disposed of by the CONTRACTOR at his expense. .. 4.0 FINISHED GRADE III 4.1 After all fill is placed and earth is brought to grade, all areas, cut or fill, shall be well compacted with a 3-wheeled roller weighing not less than 10 tons, or approved equal. No aggregate base shall be placed until the sub grade is proof rolled and approved by the ENGINEER. . . 5.0 WASTE EARTH MATERIAL ~ .. 5.1 All waste material not suitable for the Dump Site shall be disposed of by the CONTRACTOR. . 6.0 SUBSURFACE CONDITIONS - 6.1 The CONTRACTOR shall be responsible for whatever subsurface conditions he encounters. .. .. S:\Sydney\WPOOCS\05\0546A\section 2e. wpd 2-E-2 . . 7.0 BORROW 7.1 All earth borrow shall consist of approved material and shall be obtained from approved locations and sources outside the area. 8.0 DUMP SITE r 8.1 All waste earth, gravel and crushed concrete and asphalt, and all other materials shall be removed from the site. 9.0 PAYMENT 9.1 The cost of all labor, materials, and equipment required to complete all work as specified in this section shall be included in the CONTRACTOR(S) bid price. r-- --- ~ t r S:\Sydney\WPDOCS\05\0546A\section 2e.wpd 2-E-3 r r r r-- SECTION 2-F - SEEDING AND SODDING 1.0 GENERAL - , 1.1 I- ' Under this section, the CONTRACTOR shall be required to furnish all material, equipment and labor required to SEED all earth remaining unprotected within the project limits and right-of-way, after all construction is complete. 2.0 SEEDING 2.1 The areas to be seeded shall be thoroughly tilled by discing, harrowing or other approved methods until the condition of the soil is acceptable to the Engineer. After harrowing or discing, the seedbed shall be dragged and! or hand raked to finished grade. 2.2 r . 2.3 I ~ I 2.4 r, l r. 2.5 r f ~i ! r' r-- Fertilizer shall be applied at the rate of 600 pounds of 12-12-12 analysis, or equivalent, per acre and shall be incorporated into the soil a depth of at least two (2) inches. The incorporation of the fertilizer may be a part of the tillage operation and shall be applied not less than 24 hours nor more than 48 hours before the seed is sown. The seed per acre shall be 50 pounds of Perennial Rye Grass and 100 pounds of Kentucky 31 Fescue, and one and one-half (1~) bushels of Spring Oats per acre. Seed shall be broadcast either by hand or approved sowing equipment, uniformly over the area. The seed shall be drilled or raked a depth of approximately one-half inch (1/2") and the seeded areas shall be lightly raked to cover the seed. All ridges shall be smoothed out and all furrows and wheel tracks, likely to develop into washes, shall be removed. After the seed has been sown, the areas so seeded shall be mulched with clean straw at the rat,e of one (1) bale per 1,000 square feet (approximately two (2) inches loose depth) and thoroughly watered. 2.6 The CONTRACTOR shall maintain all seeded areas without extra payment until final acceptance of the project, and any regrading and reseeding shall be done at his own expense. Any areas which fail to show a "catch" or uniform stand, for any reason whatsoever, shall be reseeded with the original mixture and such reseeding shall be repeated until final acceptance. The CONTRACTOR shall properly water, mow, and otherwise maintain all seeded areas until final acceptance. 2.7 Damage resulting from erosion, gulleys, washouts, or other causes shall be repaired by filling with topsoil, tamping, refertilizing, and reseeding by the CONTRACTOR at his own expense if such damage occurs prior to final acceptance of this completed contract. S:\Sydoey\WPDOCS\05\OS46A\section 2[WPD 2-F-l . I 3.0 . SODDING I 3.1 Sod shall be used only where shown on the plans or as directed by the ENGINEER. It shall be of good quality and properly watered and cared for by the CONTRACTOR at his expense until final acceptance by the OWNER. . 3.2 If sod dies, or is not in a desirable condition for any reason whatsoever, the CONTRACTOR shall replace or restore it to a desirable condition at his own expense before final acceptance of the project will be made. . . 4.0 PAYMENT 4.1 Payment for all items in this section will be included in the CONTRACTOR'S bid. . . . . . . II1II . . . .. S:lSydney\WPDOCSIOS\0546A\section 2f.WPD 2-F-2 . . r-: DIVISION 3 - CONCRETE SECTION 3-A - CONCRETE WORK, GENERAL 1.0 GENERAL 1.1 The CONTRACTOR shall furnish all labor, equipment and materials needed to complete all c~)I1crete work indicated by the plans or herein specified, or both, as follows: --- r (A) Reinforced Concrete (B) Grouting (C) Reinforcing Steel (D) Forms (E) Concrete Finishing r: \ f 2.0 PORTLAND CEMENT 2.1 Portland Cement shall comormto "Standard Specifications for Portland Cement" (ASTM Serial Designation C-150, latest edition), and shall be Type I unless otherwise indicated on the plans or specified. (1) Type I - For use in general concrete construction when the special properties specified for Types II and III are not required. (2) Type 11- For use iil general concrete construction exposed to moderate sulfate action, or where moderate heat of hydration is required. (3) Type III - For use when high early strength is required. 3.0' CONCRETE AGGREGATES 3.1 Concrete aggregates shall conform to the "Standard Specifications for Concrete Aggregates" (ASTMSerial Designation C-33,latest edition), provided however, that aggregates which have been, shown by test oLactualservice.. to produce concrete of the required strength, durability, water-tightness, fire resistance, and wearing qualities may be used under Article 8, Method 2, where authorized by the ENGINEER. 3.2 The maximum size of the aggregate for concrete work shall not be larger than two (2) inches, nor larger than one-fifth Cis) of the narrowest dimension between faces of the narrowest member for which the concrete is to be used, nor larger than three-fourths (%) of the minimum clear spacing between reinforcing bars. r S:\Sydney\WPDOCS\05\OS46Alsection 3.. WPD 3.,A-1 . 4.0 WATER , 4.1 Water used in mixing concrete shall be clean and free from deleterious amounts of acids, alkalis, or organic materials. . 5.0 REINFORCING STEEL I 5.1 Metal reinforcement shall conform to the requirements for intermediate grades of the "Standard Specifications for Billet-Steel Bars for Concrete Reinforcement" (ASTM Serial Designation A-15, latest edition) or shall conform to the requirements of the "Standard Specifications for Rail-Steel Bars for Concrete Reinforcement" (ASTM Serial Designation . A-16, latest edition) and deformation shall conform to ASTM A-305, latest edition. . . 5.2 Welded wire fabric or cold-drawn wire for concrete reinforcement shall conform to the requirements of the "Standard Specification for Welded Wire Fabric for Concrete Reinforcement" (ASTM Serial Designation A-185, latest edition). . 5.3 For the detailed specifications of reinforcing steel see Section 3-C, Reinforcing Steel. . 6.0 STORAGE OF MATERIALS 6.1 7.0 7.1 7.2 7.3 . Cement and aggregate shall be stored at the work in such a manner as to prevent deterioration or intrusion of foreign matter. Any material which has deteriorated or which has been damaged or mixed with other aggregates or foreign matter shall not be used for concrete. .. CONCRETE QUALITY . The working stresses for the design of this work are based on the specified minimum ultimate twenty-~ight (28) day compressive strength of the concrete, or on the specified minimum ultimate compressive strength at the earliest age at which the concrete may be expected to receive its full load. The strengths of concrete at specified ages for which all parts of the structure were designed are shown on the plans or specified herein. . . All concrete exposed to the weather shall have a water content not to exceed.six (6) gallons per sack of Portland Cement, unless otherwise specified herein. . Where Class "A" concrete is indicated on the plans or in these specifications, the CONTRACTOR shall provide 4,000 psi, 28-day compressive strength concrete. Where Class "B" concrete is indicated, 3,000 psi, 28-day compressive strength concrete shall be provided. Where Class "C" concrete is indicated, 2,500 psi, 28-day compressive strength concrete shall be provided. Where Class "D" concrete is indicated, 1,500 psi, 28-day compressive strength shall be provided. . . . 3-A-2 S:\SydneyIWPDOCSI05\0546Alsection 3a.WPD . . r' 7.4 Special concrete (Class nAAn) shall be mixed in proportion of eighty (80) percent standard Portland Cement and twenty percent (20%) high-early strength Portland Cement by weight; thus in a five (5) sack batch, four (4) sacks shall be standard Portland CemeIlt and one (1) sack shall be high-early strength Portland Cement. 7.5 All concrete, except where otherwise indicated on the plans, shall be Class "An. 8.0 DETERMINATION OF STRENGTH AND QUALITIES OF MATERIALS 8.1 The determinations of the proportions of cement, aggregate and water to attain the required strengths shall be made by one of the following methods: ..- . ' ,-. \ METHbD 1 - Concrete made from average materials: when no preliminary tests of the materials to be used are made, the water content per sack shall not exceed the values in the following table. Method 2 shall be employed when artificial aggregates or admixtures are used, or when more than 100 cubic yards of concrete are used in the entire project. ASSUMED STRENGTH OF CONCRETE MIXTURES ASSUMED COMPRESSIVE CLASS OF STRENGTHAT28 DAYS CONCRETE LBS. PER SQ. IN. ----------~--~-~--------------------------------------------------~--------------------- " ,.'......". . . ". ~". ,', . ,. . ,.... ..' ,. .." . ,', ',' , ," . ." . ",',' " :.... ,.";" .. ~... : .C C 4,000 B A 3,000 3,500 NOTE: In interpreting this table, surface water contained in the aggregate must be included as part of the mixing water in computing the water content. METHOD 2 - Contr.()l1ed Concrete: proportions of the materials and water ccmtent other than those shown in the above table may be used provided that the strength quality of the materials proposed for use in the structure shall be established by tests which shall be made in advance of the beginning of operations, using the consistencies suitable for the work and in accordance with the ~'Standard Method of Test for Compressive Strength of Molded Concrete Cylinders" (ASTM Serial Designation C-39). A curve representing the relation betW-eenthe water content and the average 28":day compressive strength or earlier strength at which the concrete is to receive its full work load, shall be established for a range of values including all the compressive strengths called for on the plans, or herein. ..- ~ . r S:\Sydney\WPDOCS\05\OS46Alsection 3a.WPD 3-A-3 . The curve shall be established by at least four points, each point representing average values for at least four test specimens~ The amount of water used in the concrete for the structure as determined from the curve, shall correspond to a strength which is twenty-five (25) percent greater than that called for on the plans, for concrete of a compressive strength less than 2,500 psi, and fifteen( 15) percent greater for concrete of a compressive strength of 2,500 psi or more. No substitutions shall be made in the materials used in the work without additional tests in accordance herewith to show that the quality of the concrete is satisfactory. . . . 9.0 TESTS ON CONCRETE . 9.1 Tests shall be made in accordance with the "Tests" Section 3-B. . 9.2 At least three (3) cylinder tests shall be made on anyone section of concrete poured, i.e., a headwall or a footing, or a section of deck. More cylinders or sets of three (3) cylinders shall be made as directed by the ENGINEER. . 9.3 In all cases where the average strength of the laboratory control cylinders shown by these tests for any portion of the structure falls below the minimum 1.l1timate compressive strengths called for on the plans, the ENGINEER shall have the right to order a change in the mix or in the water content for the -remaining portion of the structure. In cases where the average strength of the cylinders cured on the job falls below the required strength, the ENGINEER shall have the right to require conditions of temperature and moisture necessary to secure the required strength and may require load tests to be made on portions of the work so affected. . . . 9.4 In the event that the ENGINEER changes the water content specified when Method I is used, adjustments, covering amount of cement and aggregates affected, will not be made as an extra or a credit under the provisions of the contract. It is the obligation of the CONTRACTOR to procure material which will produce the strength and class of concrete indicated on the plans. . . 10.0 CONCRETE PROPORTIONS AND CONSISTENCY 10.1 ''flleproportions of ~gregate to cement for any concrete shall be such as to produce a . D:ii~~e which will readily flow into the corners and angles of the forms and around reinforcement with the method of placing employed on the work, but without permitting the materials to secrete or excess free water to collect on the surface. The combined aggregates shall be of such composition of sizes that when separated on the No.4 standard sieve, the weight passing the sieve (fine aggregate) shall not be less than thirty percent (30%) nor greater than fifty percent (50%) of the total unless otherwise required by the ENGINEER, and with the exception that these proportions do not necessarily apply to lightweight aggregates. . IIIi . . - S:\SydneylWPOOCS\OS\OS46A \sec1ion 38. WPD 3-A-4 . . 10.2 The.methods of measuring concrete materials shall be such.that the proportions can be accurately controlled and easily checked at any time during the work. Measurement of materials for ready-mixed concrete shall conform to the."Standard Specifications for Ready- Mixed Concrete" (ASTM Serial Designation C-94). r 11.0 REMOVAL OF WATER FROM EXCAVATION 11.1 Water shall be removed from place of deposit before concrete is placed unless otherwise directed by the ENGINEER. Any flow of water into the place of deposit shall be diverted through proper side drains to a pump, or removed by other approved methods which will avoi<iwashing the freshly deposited concrete. Water vent pipes and drains shall be filled by grouting, or otherwise, after the concrete has thoroughly hardened. 11.2 CONTRACTOR shall use high-early strength concrete in creek crossing to minimize disruption of the flow in the creek. 12.0 'CLEANING FORMS AND EQUIPMENT 12.1 Before placing concrete, all equipment for mixing and transporting the concrete shall be cleaned; all debris and ice shall be removed from the place to be occupied by the concrete; forms shall be thoroughly wetted (except in freezing weather) or oiled, and clay or cement tile that will be in contact with concrete sha1!ile well.dJ.-enched (except in freezing . weather). Reinforcement shall be thoroughly cleaned of ice or other coatings. 13.0 INSPECTION 13.1 Concrete shall not be placed until the forms and reinforcement have been inspected and approved by the ENGINEER or his authorized representative. 14.0 TRANSPORTATION ,- ',-, .' ...... -,.,-' ..., 14.1 Concrete shall be handled from the mixer to the place of final deposit as rapidly as practical by methods which will prevent the separation or loss of the ingredients. It shall be deposited . as nearly as practical in its final position to avoid rehandling or flowing. Under no circumstances shall concrete that h(iS partially hardened be deposited to the work. 14.2 Carts, buggies or conveyors shall generally be used for transporting concrete from the mixer to the final place of deposit. Delivery carts or buggies shall be kept on temporary runways. Runway supports shall not bear upon reinforcing or on fresh concrete. 14.3 Concrete shall not be dumped into carts or buggies from the mixer with a free fall of more than three (3) feet. r-. r S:\SydneyIWPDOCSIOSIOS46Aloection 3a. WPD 3-A-5 r , , . 14.4 Chuting of concrete shall be allowed only with special approval of the ENGINEER or his representative. In such case the slope of the chute shall be such as to allow the concrete to flow without separation of the ingredients. The delivery end of the chute shall be as close as possible to the point of deposit. When the operation is intermittent, the chute shall discharged into a hopper. The chute shall be thoroughly flushed with water before and after each run. The water used for this purpose shall be discharged outside the forms. . . . 15.0 PLACING OF CONCRETE . 15.1 Special care must be exercised to prevent splashing the forms or reinforcement with concrete, and any such splashes or accumulations of hardened or partially hardened concrete on the forms or reinforcement above the general level of the concrete already in place must be removed before the work proceeds. Concrete shall be placed in the forms for all walls and other places where the concrete is to be exposed in such a way as to prevent segregation. All concrete for piers shall be placed through openings in the inside form spaced at frequent intervals or through "elephant trunks" (heavy truck canvas or galvanized iron trunks) equipped with suitable hopper ends.. Trunks shall be of variable lengths so that the free fall shall not exceed three (3) feet, and a sufficient number shall be placed in the forms to insure the concrete being kept level at all times. . . . 15.2 Concrete shall be thoroughly compacted by puddling with suitable tools during the operation of placing, and thoroughly worked around the reinforcement, around embedded fixtures, and into the comers of the forms. All concrete placed in forms shall be vibrated by a mechanical vibrator or a type that comes in contact with the concrete only, and is in no way in contact with the forms or reinforcing steeL Sufficient machines shall be provided to thoroughly vibrate all concrete placed provided however that there shall be at least two (2) machines in good working order on site of the work at all times. In thin wall construction the type of vibrator used shall be specially suited for such work. Application of vibrator shall be limited to that concrete which has been freshly poured, for a period of not. more than twenty (20) seconds, and in no case shall it be extended to previously placed batches. Use of mechanical vibrators does not take the place of puddling or spading by hand, rather it shall be considered an additional placing operation. . . . . . 15.3 Where conditions make puddling difficult, or where the reinforcement is congested, batches of mortar containing the same proportion of cement to sand used in the concrete shall first be deposited in the forms and the operation of filling with the regularly specified mix be carried on at such a rate that this mix is at all times plastic and flows readily into the spaces between the bars. . . 15.4 When concreting is once started, it shall be carried on as a continuous operation until the place of the section or panel, limits of which are defined on the drawings by construction joints, is completed. . - S:\Sydney\WPDOCS\05\0546Alsection 3a.WPD 3-A-6 . . 16.0 CONSTRUCTION JOINTS AND STOPPAGES 16.1 The placing of concrete shall be carried on continuously between construction joints shown on the drawings. If, for any reason, it shall become necessary to stop placing of concrete at points other than those indicated on the drawings, such points shall have the approval of the ENGINEER, and the manner of making the joint shall be approved. r 16.2 i t' 16.3 r 16.4 r The surface of the concrete shall be level whenever a run of concrete is stopped. Vertical construction joints shall be placed at interior comers only,UI1less.otllerwise shown .. ..011 the ~rawiIlgs or approved by the ENGINEER. At least three (3) hoursinust elapse after depositing concrete at the columns or walts before depositing in beams, girders or slabs supported thereon. 17.6 DEPOSITING AGAINST OTHER CONCRETE ---- , r- t 17.1 Before depositing new concrete on or against concrete which has hardened, the forms shall be retightened, surface of the hardened concrete shall be roughened, as required, thoroughly cleaned of foreign matter and debris, and moistened with water. The new concrete placed in contact with the hardened or partially hardened concrete. shall contain an excess of water to insure bond. 17.2 To insure sufficient mortar at the junction of the hardened and the newly deposited concrete, the.cleaned and moistened surface of the hardened concrete, including vertical and inclined surfaces, shall first be slushed with a two (2) inch to three (3) inch coating of cement grout against which the new concrete shall be placed before the grout has attained its initial set. 18.0 PROTECTING AND CURING r 18.1 All formscontaining concrete, and thetop of the concrete, shall be kept moist continuously as directed>bytheENGINEERuntil removal of said forms. All exposed concrete shall be maintained in a moist condition for not less than seven (7) consecutive days after removal of forms. 18.2 Weather conditions may modify curing requirements, in which case the CONTRACTOR shall be governed accordingly, subjectto the approval of the ENGINEER. 19.0 FORMS - L 19.1 Forms shall conform to shape, lines and dimensions of the member as called for on the plans. They shall be substantial and sufficiently tight to prevent leakage of mortar. They shall be properly braced or tied together so as to maintain position and shape and assure safety to r S:\SydneyIWPOOCSIOS\OS46Alsection 3a.WPD 3-A-7 . workmen and passers-by. Temporary openings shall be provided where necessary to facilitate cleaning and inspection immediately before depositing concrete. . 19.2 Form faces for exposed concrete shall be of tempered "Masonite" ,or equal, properly oiled with a non-staining oil. . 20.0 TIES . 20.1 Form ties shall be of such type that the entire tie, or not less than the outer 3;4 inch of the tie at each face, can be completely removed from the concrete without spilling the exposed surface of the concrete. Tie metal shall be carefully removed so as to leave a neat, clean hole for filling and patching. . . 20.2 Immediately after the removal of the fonns, the tie metal shall be removed and the tie holes dampened and filled tightly, full depth with grout as specified in Section 3-A, paragraph 36.1. Patching shall be accomplished in such a manner that the patch will not be apparent on the wall face. . . 21.0 FORM REMOVAL 2 LIThe removal of forms shall be carried out in such a manner as to insure the complete safety of the structure. Where the structure as a whole supported on shores, removable floor, forms, beams and girder sides, column and similar vertical forms may be removed within twenty- four (24) hours, provided the concrete has hardened sufficiently to permit their removal with safety. Shoring shall not be removed until the member has acquired sufficient strength to support safely its weight and the load upon it. . . . 22.0 CLEANING AND BENDING REINFORCING STEEL 22.1 Metal reinforcement, before being placed, shall be free from mill scale or other coating that will destroy or reduce the bond. Reinforcement shall be formed to the dimensions indicated on the plans; Cold bends shall be made around a pin having a diarJ1eter of four (4) or more times the least dimension of the baT; . IIIIi 22.2 Metal reinforcement shall be bent or straightened in a manner that will not injure the material. Bars with kinks or bends not shown on the plans shall not be used. Heating of reinforcement for bending will not be permitted. . . . . S:lSydneylWPDOCSl05\0S46A\section 3a.WPD 3-A-8 . . 23.0 PLACING. REINFORCING STEEL 23.1 r . 24.0 24.1 t Metal reinforcement shall be accurately placed and secured and shall be supported by concrete or metal chairs, spacers, or metal hangers. Horizontal bent bars shall be provided for the comers of all concrete structures. SPLICES AND OFFSETS IN REINFORCEMENT In slabs, beams and girders, splices of reinforcement shall not be made at points of maximum stress without the approval of the ENGINEER. Splices, where permitted, shall provide sufficient lap to transfer the stress between bars by bond and shear (minimum 24 diameters), each bar being surrounded completely by concrete. The minimum distance, center to center, shall be 2~ diameters for round bars and 3 diameters for square bars. 24.2 Splices in column bars shall provide a lap of not less than 24 diameters for deformed bars and 30 diameters for plain bars. PROTECTION OF CONCRETE IN COLD WEATHER When placing concrete at or below a temperature of forty degrees Fahrenheit (400 F), or whenever, in the opinion of the ENGINEER, theatrnospheric temperature will probably fall below this limit within the next twenty-four (24) hour period after placing concrete, mixing water and aggregates shall be heated; and the freshly placed concrete shall be protected by adequate housing or covering and heating. The CONTRACTOR shall have on the job, ready to install, adequate equipment for heating the materials and the freshly placed concrete, and for enclosing the work in accordance with the requirements specified herein, from September 15 until May 15. TEMPERATURE OF THE CONCRETE Concrete, when placed in the forms shall have a temperature of not less than seventy degrees Fahrenheit (700 F) nor more than one hundred degrees Fahrenheit (l000 F). Freshly laid concrete and the surrounding air shall be maintained at a temperature of fifty degrees Fahrenh~it(500 F) or greater for a period of seventy-two (72) hours after placing. The methods of protection and curing shall be such as to prevent evaporation of moisture from the concrete and injury to the surface. 27.0 TEMPERATURE RECORDS 27.1 During pouring and curing periods a permanent temperature record sl1all be kept showing the date, hour, outside temperature, and temperatures at several points within the enclosure to show the most favorable and unfavorable condition to which the concrete is subjected. S:\Sydney\WPDOCS\05\OS46A\section 3..WPD 3-A-9 . Thermometer readings shall be taken at the start of the work in the morning and again in the late afternoon, and the data so obtained shall be recorded in such a manner that it will show the location of each reading and any conditions which might have an effect on the temperature. A copy of the temperature record shall be made available to the ENGINEER. . . 28.0 HOUSING IN COLD WEATHER . 28.1 Before concreting any section of a structure, the section shall be completely housed or enclosed in a manner that will insure the maintenance of the specified temperatures. The housing shall be left in place for the curing period specified, except that sections may be temporarily removed as required to accommodate the placing of column forms or concrete, provided that they are replaced immediately after the form or concrete is in its final position. . . 28.2 In placing slabs, tarpaulins supported on horses or other framework shall closely follow the placing of the concrete, so that only a few feet of the finished slab is exposed to the outside atmosphere at anyone time. Such tarpaulins shall be arranged so that heated air from the space below can circulate freely in the space between the tarpaulin and the freshly placed concrete if necessary,. in order to maintain the proper temperatures between the slab and the tarpaulins, temporary openings may be left in the floor and forms to facilitate the circulation of warm air in this space. Such openings shall be at the center of panels and shall not exceed eighteen (18). inches in their greatest dimension. . . . 28.3 Top covers may be removed between the hours of 8:00A.M. and 5:00 P.M. on days when the temperature is above thirty-five degrees Fahrenheit (350 F) to permit erection offonns, but they shall be replaced not later than 5 :00 P.M. . 29.0 METHODS OF HEATING . 29.1 Within the enclosure, such means of artificial heat shall be provided as will maintain the temperatures specified continuously and with a reasonable degree of uniformity in all parts of the enclosure. All exposed concrete surfaces within the heated area will be wet down with a hose stream at.1east once. every twenty-four (24) hours during the heating period, except wberesteam curing,i~.ptovided. . . 29.2 The CONTRACTOR shall provide adequate fire protection accessible at all times on each floor where heating is in process and shall maintain watchmen or other attendants to keep the heating units in continuous operation. . . 29.3 Heating appliances shall be placed in such a manner as to not endanger form work or centering or expose any area of concrete to drying out or other injury due to excessive temperatures. .... 30.0 HEATING OF MATERIALS .. S:\Sydney\WPDOCS\OSIOS46Alsection 30. WPD 3-A-1O .. . 30.1 Either aggregates or water, or both, as may be necessary, shall be heated with steam coils or other devices, so that the average temperature of the concrete as it is deposited inaforrn shall fall within the limits specified above. Aggregates containing frozen lumps shall be independently heated, and no materials containing frozen llliIlps, ice or snow shall be allowed to enter the mixer. 31.0 ANTI-FREEZE COMPOUNDS 31.1 The use of salts, chemicals or other foreign materials in the mix to lower the freezing point of the concrete is prohibited. 32.0 ACCELERATORS r 32.1 Admixtures intended to accelerate the hardening of the concrete or to produce higher than normal strengths at early periods will be permitted only upon written approval of the ENGINEER and then only in percentages which will not have an injurious effect on the 'normal qualities of the concrete. 33.0 PREPARATION OF FORMS 33.1 Before pliiciIigthe concrete in any fonn, on any surface,. or around reinforcement, heat shall be applied in such a manner that ice or snow will be completely removed. ,.. :~"':.' ~' 34.0 REMOVAl., OF FORMS 34.1 Forms s~a1rremain .U?disturbed until the concrete has attained sufficient strength to sustain its own weight in addition to any temporary or permanent load that may be placed upon it during the building of the structure. Beam sides, column forms or forms for walls I1J~y be re~oved as soon as the concrete has a~ined sufficient strength to sustain its own weight, provided that such action does not endanger any part of the structure. 34.2 One day prior to the proposed removal of any forms or centering, the CONTRACTOR shall submit to the ENGINEER the date on which the concrete in this particular section was placed, the record of temperature conditions prevailing in that section during the interval since placement and any pertinent facts concerning the proposed future loading of the section in question. '" 34.3 If, in the opinion of the ENGINEER, based on the records and conditions of the concrete, the removal of the forms is likely to endanger the whole of any part of the structure, forms shall remain in place for such additional period of time as may be necessary to insure safety, provided, however, that no form shall be wholly or partly removed in less than five (5) days except as noted above and no slab or beam support in less than twenty-one (21) days unless reshored to the satisfaction of the ENGINEER. t. S:\SydneyIWPDOCS\OS\0546A\seaion 30. WPD 3-A-ll r . 35.0 PATCHING AND FINISHING CONCRETE SURFACES . 35.1 Immediately after removing forms, all concrete surfaces shall be inspected, and any poor joints, voids, stone pockets, or other defective areas permitted by the ENGINEER to be patched and all tie holes shall at once be patched before the concrete is thoroughly dry. Defective areas shall be chipped away to a depth of not less than one (1) inch with the edges perpendicular to the surface. The area to be patched and a space at least six (6) inches wide entirely surrounding it shall be wetted to prevent absorption of water from the patching mortar. . . . . 35.2 The patch shall be made of the same material and of the same proportion as used for the concrete, except that the coarse aggregate shall be omitted and white cement shall be substituted for a part of the gray cement to match the color of the surrounding concrete. The amount of water used in mixing the mortar shall be as little as consistent with the requirements of handling and placing. The mortar shall be retempered without the addition of water by allowing it to stand for a period of one (1) hour, during which time it shall be mixed with a trowel to preveq.t settljng. . . . 35.3 The mortar shall be thoroughly compacted into place and screeded off so as to leave the patch slightly higher than the surrounding surface. It shall then be left undisturbed for a period of one (1) to two (2) hours to permit initial shrinkage before being finally finished. The patch shall be finished in such a manner as to match the adjoining surface. On exposed surfaces where unlined forms have been used, the final finish shall be obtained by striking off the surface with a straight edge spanning the patch and held parallel to the form marks. . . 35.4 Tie holes left by withdrawal of the r(>ds shall be filled solidly with mortar. Any excess mortar at the surface of the wall shall be struck off flush with a cloth. Patches shall be cured as specified under "Protecting and Curing", paragraph 18. .. 36.0 FINISH TREATMENT OF CONCRETE SURFACES .. 36.1 Where finish is specjfied, after removing fins with a Carborundum stone, all exposed surfaces shall be given the following treatment: III (1) Prepare a grout of about the proportions of one part cement to one part fine sand. Grout shall be of the consistency that will permit its application to vertical surfaces with a stiff bristle brush. The grout shall be brushed and floated on the previously dampened surface to fill completely all the air bubbles and indentations in the concrete. Allow the grout to remain on the surface until the cement has partially set, then remove excess grout with a steel trowel. After drying for an hour or longer, depending on weather conditions, rub the surface vigorously with burlap to clean the grout from the surface completely, leaving pits filled, but without a visible film of grout on the surface. To lighten the surface, replace part of the gray cement with . . . .~ .. S:\Sydncy\WPDOCS\OS\0546A\section Ja.WPD 3-A-12 .. .. i 1 1 approximately thirty percent (30%) of white cement. Rubbing up a "lather" with Carborundum Stone shall not be permitted. Grout remaining shall be cured as specified under "Protecting and Curing". 36.2 Concrete finish for all exposed surfaces shall be as specified in 36.1 above. 37.0' PAYMENT 3 7.1 All materials, equipment and labor for work callerl for in this section shall be included in the CONTRACTOR's bid. . r-- r t r-"": r , ~ S:\SydneyIWPDOCS\OS\0S46A\scclion ~a. WPD 3-A-13 DIVISION 3 - CONCRETE SECTION 3-B - CONCRETE TESTING PROCEDURES 1.0 GENERAL 1.1 Tests will be made of materials received on the job site unless otherwise provided in these specifications. A test may be required by the Engineer of any material used in the work covered by this specification, and unless specifically stated otherwise, the ASTM test and specification for the type and class of material indicated shall be used for test. All the standard tests specified in this section and elsewhere shall be arranged for by the Contractor. They shall be conducted by an approved independent laboratory and will be made at the expense of the Contractor, unless specifically noted otherwise. Usually, the manufacturer's certificate of tests will be accepted. 2.0 CONCRETE TESTS REQUIRED 2.1 Where twenty-five (25) or more cubic yards of concrete are to be placed, and where necessary to maintain desired consistency of the concrete, a slump test may be made as specified in ASTM Designation C 143. The slump shall be ~s shown on the drawings or specified in the detailed specifications. A slump test shall also be made on each sample of concrete used in fabricating test specimens. The Contractor shall furnish and have available the slump cone and rod necessary for making this test. 2.2 Advance Concrete Test: Where more than 100 cubic yards of concrete are required for the entire project, advance tests of concrete shall be made by an independent laboratory in accordance with ASTM Designation C 39 and the ASTM Standard tests required in ASTM Designation C 33. Eight (8) standard six (6) inch compression cylinders, four (4) to be tested at seven (7) days and four (4) at twenty-eight (28) day, shall be ma.de wi,th the proportioning and materials proposed to be used in the major part of the project. Subsequent tests may be made on seven (7) day basis if relation to twenty-eight (28) day test is established. Water contents shall be varied to produce values for water content-strength curve. The tests made on the aggregates, as required above, may be made a part of these tests if suitable referenced on the reports which shall be issued at seven (7) and twenty-eight (28) days. These tests shall be repeated if there are changes in materials or unsatisfactory results. Strength requirements shall be as stated in the specifications or on the drawings. The above shall only be done upon request of the Engineer. 3.0 STRUCTURAL STEEL 3.1 Field inspection for rust, dimensions, riveting, welding, and painting, together with laboratory and shop inspections and tests in accordance with ASTM Designation A 7, latest edition, by an independent laboratory, are required. S'\.S~ne~,wrD0C5'-PJ'-P'+6A"'eet;on }b.wpd 3-B-l 4.0 PAYMENT 4.1 All material, equipment and labor for work called for in this section shall be included in the Contractor's Bid. I . . . . . . . . II1II1 .. . .. .. s.'.5~ne~'.wFDOCS'o"P'+6A\;;eGtion )b.wpd 3-B-2 .. ..